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Permit D06-191 - Singh Residence - New Single Family Residence
SINGH RESIDENCE 4616 S 148 ST D06 -191 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000700 Address: 4616 S 148 ST TUKW Suite No: Tenant: Name: SINGH RESIDENCE Address: 4616 S 148 ST, TUKWILA WA Owner: Name: SINGH GURDIP +GREWAL SUKHBIR Address: 4228 S 148 ST, TUKWILA WA Contact Person: Name: GARY SINGH Address: 4224 S 148 ST, TUKWILA WA Contractor: Name: SIDHU HOMES INC Address' 14641 46 AV S, TUKWILA WA Contractor License No: SIDHUHI980NO Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N doc: Devperm DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF A 3426 SF SFR WITH 612 SF ATTACHED GARAGE. Value of Construction: $322,508.94 Fees Collected: $6,118.28 Type of Fire Protection: NONE Uniform Building Code Edition: Type of Construction: VB Occupancy per UBC: 22 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 lime: 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 ** Continued Next Page ** Permit Number: D06 -191 Issue Date: 06/22/2006 Permit Expires On: 12/19/2006 Phone: Phone: 206 244 -1900 Phone: 206 -244 -1900 Expiration Date:08 /30/2006 006 -191 Printed: 06 -22 -2006 Signature: Print Name: doc: Devperm tukwila City of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: JR Date: MS I hereby certify that I have read and d ajnined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be mplied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: This permit shall become null and void if the work is not commenced within 180 days from the date of Issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D06 -191 Printed: 06 -22 -2006 City Citi Tukwila 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: ci.tukwila.wa.us PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Parcel No.: 0040000700 Permit Number: D06-191 Address: 4616 S 148 ST TUKW Status: ISSUED Suite No: Applied Date: 05/23/2006 Tenant: SINGH RESIDENCE 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. 8: All wood to remain In placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final Inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of Ignition is not less than 18 Inches above the floor surface on which the equipment or appliance rests. doc: Conditions D06 -191 Printed: 06.22.2006 19: ** *FIRE DEPARTMENT CONDITIONS * ** City or/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 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: 21: Adequate ground ladder access to rescue windows shall be provided. 22: Maximum grade for all projects is 15 %. 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. 26: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 27: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. doe: Conditions * *continued on next page ** D06 -191 Printed: 06 -22 -2006 City oTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 - 431 -3665 Web site: ct.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. Steven M. Mullet, Mayor Steve Lancaster, Director 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: � Date: ‘7"4,, Print Name: l - T S /A✓ C H of law and ordinances other work or local laws doc: Conditions D06 -191 Printed: 06-22-2006 Site Address: Tenant Name: Property Owners Name: G Mailing Address: 9QQ ? SodL 14 8 11 sf Name: Mailing Address: E-Mail Address: ,GENERAL'CONTRACTOR INFORMATION — . (Contractor Information for Mechanical (Og4) for Plumbing and Gas Piping (pg 5) Company Name: Mailing Address: Contact Person: /� 4 l E -Mail Address: Qa4 "^f -4 2 - do- - Sf .Witi. Contractor Registration Number: SloU' It 4 / 9 8 • a NO ARCHITECT OF RECORD — Ail plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E-Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWILik Community Developmentfepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httio://www.ci.tukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** Lot 2, 9,6 x x So Davy S; y-e �►aa�r sr4 . /4 g & f1& anti 2- Q Cs-,¢ S / DR 4 -4 oMg$ . i'/ tsm '/fie s 'm � 7 as 4 S. PIS tk rJ. y�lclu�i f Q:Upplintiom\Fbmta- Applications On Lina 3 -2006 - Permit Appliu Revise& 42006 bit Aeo Btriliiing PenkN`o Mechanical fie rnui Na, Plumbing/Gas Permit No' Paine or sPermit o Project Cibtl(i King Co Assessor's Tao.: 00 "MOO - 9 p Suite Number — Floor: ']'akuit -a City • (t1e Ti, kW/C-13 City Day Telephone: Fax Number: Expiration Date: City Day Telephone: Fax Number: I ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record D t y � i�91 • .> o 3 111 Avt st . r1/41, ku4A1 New Tenant: D .... Yes 1 ..No tJ4 - via State Day Telephone: City Fax Number. 2 1' 4'33 42 R A- tafa. g8 92— City Zip 9-0t 2- t(4 l 4.0 aI - 9 State Zip Stale Zip Zd(- 2yt/.- 17 33 cd gl- V30/6 9 2/I S State Zip 2 40 4Y4 D19 - State Zip Day Telephone: 253 -9 ^ / 373 Fax Number: 2 534/'7 / 3 73 Page I of 6 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Q: Applications \Forms- Applications On Line U -2006- Permit Appliestiondoc Revised: 4-2006 bh /go coo Existing Building Valuation: $ ' "° n/ �� �r r AxItsf t et,.t &is /rae �'aH Will there be new rack storage? ❑ ..Yes R. No (If yes, a separate permit and plan submittal will be required) Provide Aii Building Areas in quare Footage Below I" Floor 2" Floor 3" Floor Floors " "dun Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck Existing - Interior Remodel I I .Addition#o Existing Structure tdq 1562,- G/Q Consiructi per IBC // Type of Occupancy }ter 3BC ` Sric ERZ 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: 2_, Compact: Handicap: Will there be a change in use? ❑ ....Yes IS ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm EL.None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 1 / 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. Page 2 of 6 PUBLIC WORKS PERMIT.INF^RMATION — 206-433-0179 Scope of Work (please provide detailed information): /.1e0 &si. o}'tcli ct•. ', Si ,,,(I ` fez k Fe Si e . Please refer to Public Works Bulletin #1 for fees and estimate ;beet. Water District ❑...Tukwila 0.14 :ter ❑ ...Water Availability Provided Sewer District ❑...Tukwila ErValVue ❑...Sewer Use Certificate El... Sewer Availability Provided Submitted with Application (mark boxes which apply): 711 ere r ' Civil Plans (Maximum Paper Size -22" x34 ") C ❑...Technical Information Report (Storm Drainage) ❑ ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 2t.Construction/Excavation/Fill - Right-of-way _ Non Right -of -way ❑...Total Cut ❑...Total Fill $ O cubic yards SO cubic yards ❑...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement C ❑ ...Traffic Control ❑ .. Looped Line ❑ ...Backflow Prevention - Fire Protection Irrigation VI Domestic Water If ❑ ...Permanent Water Meter Size... ❑...Temporary Water Meter Size . " ❑ ...Water Only Meter Size... ❑ ...Sewer Main Extensio • Public _ Private ❑...Water Main Exten ' on Public Private ft V I Call before you Dig: 1-500- 424-5555 ❑ .. Highline ❑ .. Work in Flood Zone Ia.. Storm Drainage FINANCE INFORMATION Fire Line Size at Property Line Number of Public F Hydrant(s) ❑...Sewage Treatment ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: QMpplicetionflonne- Applications On LIMO -2006 - Permit Application.doc Raviend: 4-2006 bit ❑ ...Renton ❑..Renton ❑...Seattle ❑ .. Approved Septic Plans Provided B e aC SC Retd6 Mi do t tusk t ui11 beta, - tta. ate.* eta- L0 -vs2.. atAboat Geotechnical Report ❑...Traffic Impact Analysis .. Maintenance Agreement(s) ❑...Hold Harmless— (SAO) 0... Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Rightof -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size Day Telephone: City State Zip Water Meter Refund/Billing: Name: Mailing Address: / State Zip Day Telephone: City Page 3 of 6 'mil/ Unit e: Qty Unit Type: >` Qty ? : Unit Type : - Qty Boiler /Compressor: Qty ace<I00K BTU I 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 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 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 Company Name: a 'Nt•'A>1 4-k.61. Mailing Address: 44,0 1 S • /T'/ f/ To kto l t_A Contact Person: J/ M 0 A e N t• A• E -Mail Address: Qvertrscl.t.. -Ltj c AL. Ce''^- aka City State Zip Day Telephone: Zoe - z y 8 -79 Fax Number: 2o4 2 92- 7 905 Expiration Date: 1112940 7- Contractor Registration Number: 6&€ n/ N 4i Pi 9 t R.9 Valuation of Project (contractor's bid price): $ #500 4: Scope of Work (please provide detailed information): t\-e„ j SjS Ie•.A. -RN/ N64•✓ geZI f ria,t, as , Use: Residential: New .... Replacement .... Commercial: New ....0 Replacement ....0 Fuel Type: Electric 0 Gas ....' Other: Indicate type of mechanical work being installed and the quantity below: Q: Applications \Forms-Applications On Line\3 -2006 - Permit Application.doc itevised: 42006 Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower ii Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet 0. Food -waste grinder, commercial I Receptor, indirect waste Clothes washer, domestic I Floor drain Sinks 5 Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain i Lavatory A 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 1 4E VMBING AND GAS PIPIN64wERMIT INFORMATION - 206-4324.070 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION fseosr 6107 /95/4 a,K SC, ' — _ 9s 25 • VC/vie( MASI . Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Feos reo lic H QMpplications V+mms- Applications On Line \3 -2006 - Permit Application.doc Revised: 4-2006 bb Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quart ity below: City State Zip Day Telephone: 42 5— 3'/ 5 -- 8 3 G 5. Fax Number: 42S '40 527 3173 Expiration Date: /0/06 • Valuation of Project (contractor's bid price): S " 95°a Scope of Work (please provide detailed information): 3.4.0-1 4 . Mew 4- 1 74 Ctn. S F Page S 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. Print Name: Mailing Address: 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: Signature: ` S) 14-re I Date Application Accepted: ("web!? S Date: S / 2L/O 6 Day Telephone: U " 24 tit -1 O 4 -4 2 - 2 -4 Sc- 14'6 *L. s4. 700 KwILP uk - 9216$ City State nisblat Q:1ApplicationsWona- Applications On LineU- 2006 -Permit Appliation.doc Revised: 4-2006 bb Zip Page 6 of 6 Date Application Expires: F1124a 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 -190 006 -191 M06 -102 M06 -103 TOTAL: 4,575.26 4,311.54 175.56 175.56 9,237.92 TRANSACTION LIST: Type Method Description Payment Check 1685 ACCOUNT ITEM LIST: Description 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 At Mullet. Mawr Steve Lancaster, Director RECEIPT NO: R06-00735 Initials: )EM 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 PLAN CHECK - RES ray 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 TRANSACTION LIST: Type Method Description Amount Payment Check 1661 SET RECEIPT TOTAL: Payment Date: 05/25/2006 Total Payment: 4,065.18 4,065.18 4,065.18 Account Code Current Pmts 000/345.830 4,065.18 TOTAL: 4,065.18 5944 05/25 9716 TOTAL 4065.18 Steven M Mullet, Mayor Steve Lancaster, Director Project: e ,, ,c-..-/ _a #75 /sod Type of Ins �ecti n: l Address :/� Si /,' 546 t Date Call r d: Special Instructions: Instructions: Date Wanted:_,.. c— Si.: 'Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 IACIApproved per applicable codes. Z0 PERM! NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: of 2 p �,M• oG AJ $58.11 ' EINSPECTION REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Project: Type ofInspfcl —on: /f Address: 4 / a I y gt2 7 Date Called: Special In ructions: Date Wanted;,, & Car:im: pm Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT' ' N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Igi Corrections required prior to approval. COMMENTS: /\ / � 1 ;C , j �,t,� 77 / ie 5 - 7,- Inspector: A >70 iil /d''J h 'Date: / 7 7 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cal the schedule reinspection. 'Receipt No.: 'Date: Project Type of Inspection: N. Adpj. / 5' / y7 ".„ I Date Called: 5 Special Instructions: Date ante /4- 49 Requester: - Phone No: /1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 - (206)431-36 COMMENTS: ti Datei proved per applicable codes. El Corrections required prior to approval. i ■ $58.00 REIN • ON FEE REQUIRED. Prior to inspection, fee must be paid at 63i : Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Projec t , h Type of Insp tion: z �da��r.�, Date balled: Address: / /� r� /Sign Special Instructions: Date Wanted: a.m. 1 / p•m. Requester: Phone No: 7 IN PECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1431 -36 Si sittaproved per applicable codes El Corrections required prior to approval. COMMENTS: $58.00 REINSP 0)1 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: Ste /, Type of Inspection: \, eal?_ "�,i._< Ad / c / cr f ' � - � Date Called: Special Instructions: Date Wanted: a.m: Requester: Phone No: INS CTION INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 El Approved per applicable codes. �� PE'rli N 6)431 -3 •lorrections required prior to approval. COMMENTS: �Nf /� �w rn S0�©✓l r pa 4// j »,- o �hlv 4 �L/�,, Inspector e 5�8/ � rate .00 REINs_a- ION FEE REQUIRED. Prior to inspection, fee must be paid at 6301Muthcenter Blvd., Suite 100, Call to sechedule reinspection. Receipt No.: Date: Projec lN,�h Type of Inspection: t>JRhboWv Address: 4 4 c91c 55 iyg s Date Called: Special Instructions: Date Wanted: q- iQ p.m. Requester: Phone No: t J INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3(i7 Corrections required prior to approval. c COMMENTS: !Dale: I Cy — a C. 8.00 REINSPECTION VEE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suit d 100. Call to sechedule reinspection. Receipt No.: (Date: Project: , Ty oof , Q � � Address: 4 So. / '. SL Date Called: Special Instructions: Date Wanted: a < -1 .. Requester: Phone No: I INSPECTION RECORD Retain a copy with permit PERM INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 I0Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ri $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: S " 4 Type of Inspection: -\.-/ t�> /.'> //f :s ie, iii,"/ si 4-tints Address: Date Called: Special Instructions: - Date Wanted 201_ a.m • Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECT NO. CITY OF TUKWILA BUILDING DIVISION PER 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)439 -3fj7 OMMENTS: Inspector: Approved per applicable codes. ['Corrections required prior to approval. ,1-4--" / / �//VV�� � (Date: 9-if--o& L. ri 558.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: S;ti 4 Type of Inspection: <145' icri , 7� Address: Date Called: Spezia Instructions: Date Wanted: , q � P m. Requester: Phone No: COMMENTS: Inspector: Date: / -n r6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -36 p roved per applicable codes. 0 Corrections required prior to approval. V $58.00 REINSPECT* FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: d SPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project_ es AdLgs &J S 4 7 / / ° 5 Special Instructions: W } hP 10t 4DY 54 C.._ L Type of inspections _� V,t'.ov Date Called: Date Wante Requester: Phone No: ra le - az/ /20 b A pproved per applicable codes. C O MENTS: INSPECTION RECORD Retain a copy with permit ( J.)1r-C f TA 414 aprtnuec& Inspector: 4\i 'Date:1 1 sinc ri $58.00 REINSPECTION FEE REQUIRED. Prior to inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedu e reinspection. Receipt No.: 'Date: Corrections required prior to approval. Project: s i 1'7/ Type of Inspe AddresLo / cr., / ig / Date Called: Special nstr ctions: Date Wanted: /,J, ��f �� a.m. Requester: r Phone No: // INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431 -36p0 COMMENTS: proved per applicable codes. 0 Corrections required prior to approval. Date: / .R° ri $58.00 REINSPECTION FEE IfEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: 5 /nfloN R F S Type of Inspection: f .'A tni.v G V Address: 4' 4/6 6 MSS/ Date Called: Special Instructions: Date Wanted: 9- - / d i – o6 m, p.m Requester: Phone No: INSP /ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS g 7 P lG< 4 , /ern 7 -, M' M( it"; 5 k s /7 5 ;4 q � a .4_6, S re / , - - � r2 ed–r /' i 7— C (-7' M� .C.G .� i7 /tiro/ n lifer, 4– ,r�'ral * / N seer 7 a � r, ror_,r( � . < c `'t ee e Cy r� (4 r'--- a I « e Ata /A 1 71 -0 (. Approved per applicable codes. IDate: iltfren ?-191-7a4 ri $58.0$IEINSPECTIO r FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. !Receipt No.: (Date: ., INSPECTION RECORD Retain a copy with permit 1bG -/Cv I PER IT O. (206)431 -36 Corrections required prior to approval. Project: t5i571 A Type of Inspection: kr* a* 7C , Address: L/4 S_ / s1-- Date Called: Special Instructions: Date Waned: ,"� ak ,{( p.m. Requester. / j �� f - - Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: (411l,. t•'e j 4.-42111.--t) y73- �� �t _ so Pk / Vt.- ) Ei Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION Ft REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: Project: Type o spection: / Ad ye. / L S /yc s-,' Date Called: Special Instructions: Date W ted: R -7_ o G a.m. Requester: Phone No 0W 6aVv12D0 INSPECTION RECORD Retain a copy with permit INSPE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 )431 -367 2 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: f Date $58.00 REINSPECTION FEE Prior to inspection, fee n}ust be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Pro a //t4' t:, /7 ��s o Type of I s pection: . N ..50,19r€41/9// ,/9, Address: t «6 S iy8 57 Date Called: Special Instructions: Date Wan d: a.m. — 7 D G P.m. Requester: Phone No: r72 06 - -2 «9 /5'06 INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (2 6 ' 31 -36T0 El Corrections required prior to approval. COMMENTS: ,t /A i ,A d Cl $58.00 REINSPECTION PEE/kEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: 7 /°?5> ct: N/'s— Type of In pecti n: H / /. S/ ,? O 9��i Addre ; s�J /f 4 c /VAC/ / t' }'Y Date Called: / , Special Instructions: Date Wanted. / t, g 7- 06 p.m. Requester: Phone f - 99 - /9oO OMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ode= v9`/ proved per applicable codes. Corrections required prior to approval. $58.0b-3t@IE($PECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Pro ect: 116 t1 Ros Type of Inspectipn r/ .. f t✓ /7eo t 4 .'.7 � AilrG I r 14 6 sk Date Called: Special Instructions: Date Wanted: '7 _ .zo -UC m . . Requester: 6,1-A � Phone No: Y INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 i kpproved per applicable codes. COMMENTS: Ins M i4 (Data 00 REINSPECTION F E REQUIRED.�ar to inspection, fee must be Corrections required prior to approval. Pd at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: E Pr r ..! /Hf /�/Gtl� r T°f� Infection:/ eCXis flD» 1202 Ad*s: / y Z. ��`,(��� Date Ca 17-47C Special Instructions: Date Wanted: p.m. Requester: Phone No: 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431.3 yproved per applicable codes. Corrections required prior to approval. COMMENTS: $58.00 REIIjSI!CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: (Date: Project: l C 1 C7 N e S Type of Inspection: __` -� n //11 �' _1 Coi A 1-'S+t/tl Ad 4 I ` s (, / b s � Y Date Called: Special Instructions: — I ' Jkln— Date Wanted: 7 -13 -OG Requester: Phone No: a oG -7 36- 17S � INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: Date: ' 3 -- 0, 58.00 REINSPECTIO FEE REQUIRED. Prior to Inspection, fee must be id at 6300 Southcen r Blvd., Suite 100. Call to sechedule reinspection. ceipt No.: 'Date: 01) Pr.'• t: Type of Inspection: . /I Address SO St a te Called: Sp al Instructions: Date Wanted: , / 4 a.m. 3 D Requester: � w Z� Phone No: 20 ce ;24 y -Ma o INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 proved per applicable codes. Corrections required prior to approval. OMMENTS: cre-entrk, L_ Vett Inspector: (Date: LOG f $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: ' 5Ink es vim( c Type of Inspection: fw finwQ Address: v 9( /l0 /V, 5i Date Called: 00/06/07 Special Instructions: Date Wanted: /Jr/O 74/ 7 ( /a.m. P .m. Requester �v. Sniff Phone No: 906 a f/1)` DO sD 1 INSPECTION RECORD Retain a copy with permit x 1 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 Approved per applicable codes. h COMMENTS: Corrections required prior to approval. (0/ (L(()7 wJ i1 Inspector: /'Date .k7_T / C� k7 U $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali the schedule reinspection. 'Receipt No.: 'Date: Protect; / D� Type of Inspection: 50 Addre y lG Date Called: qp / a6 Special Instructions: Date Wante - 1 5/06 a.m. p.m. Requester: r) Phone No: INSPECTION RECORD Retain a copy with permit fl - / v PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 1,- Corrections required prior to approval. COMMENTS: c. cf SA . ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Inspector: I Date:= 9674 Receipt No.: 'Date: Project: ..!! (� Type of Inspection: 50 Add }: l6 / T j/,c3V ' � 1 / " Date Called: il j /�v tab Special Instructions: Date Wanted: g t ( a.m. p.m. Request er: C otre, Phone No: 1Y Z(Xj 7 Lk 5L INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: W oo J oo � [vt I, tt at .c.v o t / «/ ,il i 4AitvL Tikr s crveAki 77 P,tAih 4/ nzctiM r y e ` s7 s r., 1T-€ f46,C/L Ntrb,v� ied CJ',. fr / Ln " 4 Alm Inspector: 46M (Date: 9 / //oL ri $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: 511.3(11{ Type of Inspection: 50 Address: G hW S 114 F4 Date Called: Ili 17/0G Special Instructions: Date Wanted: 7 ?Vac, a.m. p.m. Reque ;ter: St4. q Phone Nol:441 1 7-4 I Too 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 (206)431 -3670 COMMENTS: iII s /n>n .S. - rt e e Q w a4en "r a t' - Inspector: (Date: - 711 ¥ ) O�e ri $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: PERMIT NO. Corrections iequired prior to approval. Project: ,,, c., t i Sprinklers: ,.f 04_-- p _ Type of Inspection: eES 14.4—t,__ Address: 4b i L Suite #: <� • i Li S St Contact Perso : t� aa t ,u v 1-k Special Instructions: Phone No.: Zo& - Z LI4 - 19 DO Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 'Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 t00h —ICI PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 n Corrections required prior to approval. COMMENTS: s Ik 1 Inspector: vJ / S ! z Date: 6 1h 16 3, Hrs.: , $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from. , City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 PROJECT Lot 2 46.xk 5. /OM St. FOR STRUCTURAL CALCULATIONS Tu4u n 9 WA DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 BY ERE, DAT E 2/2/060 5/WA CC Hon'ces RECEIVED CITY OF TUKWILA MAY 2 3 2006 PERM I VENTER PCAP ell( DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE 2/2/0(0 PAGE Lot SXx5.. /4CSthSt Tuk w, %a, GOA, 51dhu. Ha»ies Wind Force /references: I73c 2003 and ,45C5 7 -02 $_ = O.0025Go Kz kzt /t v 145c5 7 -02 /_ g. G -15 V= 85 mph Exp. i r= 400 K 0.85 kzt = 1.00 5Z 0. 00 (kz)( /.00)(0.86)(85) /5.72K Determine k fig. ‘-3 (See p. 2) 7i^an 5verse "nd ,feight to mid her9ht of rooFslope or eave = 23' 1<z= 0.70 $ = /5'472 (0.70) = /r. o psf Longetu,a a/ wind Height to . ricr'ge of roof H= 23' kh =0_ vh = !s 72 (0.70) =1 l!. 0 ' p si Height above ground level, z Exposure (Note 1) B , C D R (m) Case 1 Cue 2 Cases 1& 2 Cases 1& 2 0- (0 4.6) �0. 0 0.57 0.85 1.03 20 (6.1) /0.70 0.62 0.90 1.08 25 (7.6) ` 0.70 0.66 0.94 1.12 30 (9.1) 0 0.70 0.98 1.16 40 (12.2) 0.76 0.76 1.04 1.22 50 (15.2) 0.81 0.81 a 1.09 1.27 60 - (18) 0.85 0.85. 1.13 1.31 70 (21.3) 0.82 0.89 1.17 1.34 80 (24.4) 0.93 0.93 1.21 1.38 90 (27.4) 0.96 0.96 1.24 1.40 100 (30.5) 0.99 0.99 1.26 • 1.43 120 (36.6) 1.04 1.04 1.31 1.48 140 (42.7) 1.09 1.09 136 1.52 160 (48.8) 1.13 1.13 1.39 135 . 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 Ks 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. s z 5 z For z < 15 Et. 1t: .• 2.01 (z/z K. 2.01 (1S /z va Note: z shall not be taken less than 30 feet for Case 1 in exposure B. 3. a and; are tabulated in Table 6 -2. 4. Linear interpolation for intermediate values of height z is acceptable. 5. Exposure categories are defined In 6.5.6. k 'Minimum Design Loads for Buildings and Other Structures 75 DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Wind Forces Ref: I6C 20os and ASCE 7-02 Low RiseBui /dings h <60 ft. ASCE7 -02 Sect. 6.5.12.2. Coeff(cints from Fly. 6 -/0 ASCE Windward 41 Leeward Ala //s 4 9 = 30° Ve/ = 85 rn,GM Exp. B P= 5z[GCpf± GCppJ $ /1.0 psi (See p. t) Surface GCpf 9 0.56 J se#e,P. 4- 4 - 0.37 Windward and Leeward Roofs Tbie 6-3 Roof 4 6= 3o° p= 2,A [GCpff GCpiJ. Surface GC 2 0.2 3 -0.43 Interior Surfaces GCpj = ±0.18 DATE 2/2M' PAGE - Lot 2 .xx ,S. 1#t4 st Tuk ca% WA, 51 Homes zi psf (See p. 7 ) Main Wind Force Resisting System - Method 2 Is 5 60 ft. Figure 6 -10 (cont'd) External Pressure Coefficients, GCrr Low -rise Walls & Roofs Enclosed, Partially Enclosed Buildings Roof Angle 0 Building Surface (degrees) 1 2 3 4 5 6 IE • 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 30 45 0.56 0.21 -0.43 0.37 -0.45 -0.45 0.69 0.27 -0.53 -0.48 77 - 911 - 0.5 0.5 - 0.37 - . 7 -0.45 -0.45 0.69 0.69 -0.48 -0.48 Notes: I. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 2. For values of 0 other than those shown, linear interpolation is permitted. 3. The building must be designed for all wind directions using the 8 loading patterns shown. The load patterns are applied to each building corner in turn as the Reference Corner. 4. Combinations of external and internal pressures (see Figure 6 -5) shall be evaluated as required to obtain the most severe loadings. 5. For the torsional load cases shown below, the pressures in zones designated with a "T" (IT, 2T, 3T, 4T) shall be 25% of the full design wind pressures (zones I, 3, 3, 4). Exception: One story buildings with h less than or equal to 30 ft (9.1m), buildings two stories or less framed with light frame construction, and buildings two stories or less designed with flexible diaphragms need not be designed for the torsional load cases. Torsional loading shall apply to all eight basic load patterns using the figures below applied at each reference corner. 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 line 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 GCS 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 2.5k, whichever is less; the remainder of Zone 2 extending to the ridge line shall use the pressure coefficient GCww for Zone 3. 9. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 R (0.9 m). I:: Mean roof height in feet (meters), except that cave height shall be used for 0 5 10 °. 0: Angle of plane of roof from horizontal, in degrees. il i. lky' \ \ 0 Apillii 0 tY � il� � V 1 Owl. � n � O dl�lll. is ce• / 1 �� �ti� � i i i , a ��q ° � o / IIIV n� @� 1 , o o ° . ® e N " r 44 CO Corn Transverse Direction _ Longitudinal Direction Torsional Load Cases 56 ASCE 7 -02 98 12 1 32 j • z . 3 • A =23psf 15 11n2 Su CAS 2$3 A =5sf G5 A = 30 ° SURFACES 1 44 A= 2.38sf SURFACES 1 44 . A = 500 sf Ito PROJECTED AREAS FOR WIND oAI F2ONT ELEVATION APPROX. MEAN Hr. OF ROOF cp 23' Ul E IFA g 232 52 SURFACES 2 # 3 A = 334 sf 0=30° SURFACES - 1 It A =243 M' SURFACES 14 A= 540 sf so PR©JECrED AREAS FOR W /A/D on/ REAR as VAT /ON APPROX. MEA Hr OF ROOF '231 LEPr 74 95 189 SURFACES 2 4.3 A = 447 Sf j 6 t 89 -56' SURFACE 1 4 4 I A"19 SP 712EA r AS WALL. - -r-- -� SuRFAC4S 144 A =no sf L PROJtCTED AREAS FOR W /NO OA/ LEFT EL EVATYOAI APPROX MEAN [Hr. OF ROOT -12 23' fl6!-f% 18 ,1 207 2 SURFACES 1 44 AL - 215 Sf SURFACES 1 44 AIL 5305f i ts SURFACES 2 a3 32. A = 328 sf 6=30 ,°,wJec reo AREAS FOR PU /AID ON R /GHT ELEVAT7On1 A APPROX. MEANT HT OF ROOF oQ DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE 2 / 2 / 0 4 PAGE Lot 1 /4#8+4St Tukwila, WA, 54 I u Homes Wind forces - Transverse Roof Dea.pArages Wrhal on Front Elevation Roof: = /1.D(o. x18)(¢55) - //. 0(O. S 1 3, c. / 9)(334) = 2370 Wa lls: F ll. o (o. 561-0.181238)1 //. 0(0.37+-. /$)(2 j13) = 34 r o Total 5800+ Lv k d on Rear Elevation Roof: F //.0(0.2 /- - O. Ir)(334)+ ll.0(0. '/3 *0.18)(455) = 3160 : Fr =//. 0(0.5!,+0, /2')(243) f 11.0(0.37-+-0.18!)(234) =3370 Total 65s0` u/wnd on Rear elevator, controls Lipper Floor DIa Level Wi, d on Front Elevation Roof: r ll.o(6.21- o.ls)Cso) - zo' Walls: F =/to(o.s /e +0./8)(soo) +11.o(6.37 # 0. ,e)(s4o) = 7390 Total • 7340* Add from above nooi 13,1!00# on Rear Elevation Roof: ll.o(o.43fo.)8)(50) 23 &a1 /s: /r. 0(0.5 i 8 (540) f H. 0(0.37 *0. i8)(500) = 74.20 tt Total 7360 ,odd from above 4955.0* 1 i& c/ on Rear elevation eanfo(s /3,910 DENNEY ENGINEERING, INC. DATE 2/2/06 PAG /0 Loz 2 14 xx S. /4 St Tukwi% £04 5idhu Homes tj 38809 191" Avc SE Auburn, WA 98092 e & Fax (253) 939 -1373 w,nei Forces. -- Lon7; tu.d�;4a/ Roof jtavhrarm Level Wind on Left Elevation Roof: F= / 10(0.2/-- o./8)(447) +11.0(0.43* 0./2)(329).. 2350 Wal /s:F = /10(0.5 ///.0(0.37 +0./8)(2/5) = 2900 Total 5250' Wthdoh RIyht E/Wc3fa4 Roof : F = / 1.0 (0.2 / -0. /8)(28)# - I/. 0(0.431- 0.18)(447) = a 1.10 Walls: F=1/. a( o, sz +o./g)(2 /6)4-/60(0.37+0. /gX /94)= 2940 Tota 6050 It Wield on Right elevatta i Controls Upper Floor t2/apA raym Level Wind on Left Elevation J4'a / /s: F= / /.0.(0. 5107 0 , /8)(530)fI/.0(0.371- 0./8)(530)= 7520 Add from above 5250'x' Who/ on R,9ht Elevation 13y inspection F= 7520 +10050 — 13,570 LI/tvrd on Rt9ht elevattcm eon/rots This/ 12,770# DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Seisrnrc Force - Allowa6 /e Stress besiyn Ref: roe 2003 Sect. /605.3.1 A-SCE 7 -02 Sect, 2. 4 / Mapped Spectra/ A .5 =1.50 Fig. / this. I 5 14s = 5,5 Site Class D /=t 1.00 T 6le 4/5.1.2(1) Sms = (1.00)a50)= 150 E sits ° = 1.00 E$, /6-4o DATE 2/2/00 PAGE JL_ Lot 1 1 s)0x $5,15 1 814St Tuktul%a, 5/WA14.. isMeS t/se ,45C 7 (4 /lowed dy TeC -03 Sect, 16/41/ Exception l) Seismic Desrgn eate9ar y D (45eE7 Ta6/e Q 4 2. 1 a) Seismic $ase Shear 4Sce 7 -02 V= C's w (F$. 9.6:5.2,1) C - S tts I =1.00 R = 6 E.'7.5.5.2,1 -1 RI Ca = 1.00 =0.1617 (6)0.0o) Load Combination * 5 per ASCE 7-02 Sect, 2, ¢. I # S 4 0.7E ' 0.7(0.167)W = 0,1/7 141/ Areas 2920 sf Roof 756 sf _ll A sz�ora traasv. walls 950 sf '�''- 4nrjit` 0 r0$o sf Uppee floor (incl. deck 750 sf Main stony trans cu /s 950 sic it „ /o n9 /t. sf Sf sf Dear! Loads. Roof 10 psf Walls l0 psf floor .10 psf I/ DENNEY ENGINEERING, INC. DATE 2/2/04' PAGE lk 38809 191" Ave SE L 2 SxX .5. 14 5t Auburn, WA 98092 Tukwila WA, Phone & Fax (253) 939 -1373 5etsmrc Forces - Transverse Roof Diaphragm Leve/ F = O. l 1 7(/0)(2920 * 950) = 3970 # 2 S!dhu Homes Upper Floor DiapArayrn. Level F =3 1 70 +0.1/700)(inot 950 +9SO) =7280 Gtl,:ld controls era n sverse Se/srnrc Forces - Longitrcdrna/ Roof Diaphragm Level F =al/700)(2920+7574 = 3860 # Lipper Floor Diaphragm Level F = 35'!00 + 0. /17(10)(/8TO* 7f0 t7S6) = 6940 2 !�/�n controls long/trc� /;4a/ l /PPE2 UPPER STDRY. SHEAR WALL PLA ill CEDI w 67 1 UPPER STORY L©NGITUDIA/AL SHEAR 1)ISTRIBUTIOAI 11,5' 42 ' DENNEY ENGINEERING, INC. DATE 2 / 2 !C% PAGE 6 38809 191" Avc SE Lc6 2 4! xX 5 14 St Auburn, WA 98092 7 Ukwr/o� l�/A Phone & Fax (253) 939 -1373 UPPER STORY SHEAR WALLS WIND FORCE F= 10550/4 = /638 # DESIGNATION OA SEISMIGFORCe = 3970/4 = 993 Loca-rtooJ Left. elevateorl CUM ULATNE LEEJGTH5 2.67 +2.67 7 8. -= 13.9 SH EARS WIND: - zr = 103$ — /3. 84 S EISMIC : it= 993 118W 72 # 1 14 I SHEATH SHEAR WALL T 3 �8 u 3 CDX FLYWD OR /8 ri 0515 QIJE FACE BLOCKED, sl Y 6d NAILS AT to ac: OR /5 GA. X l " STAPLES AT Co" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND /2 O.C. IN FIELD OF PANEL. O Mor = /4(2.67)(9)=281344" DL = /O( 9(2. 67)J = 2606 KIEV UPLIFT = 28.36 2106 _72F4 2.67 N 10 Use SIMPSoN 357'424 STRAP TIE EACH SIDE OF SHEAR PAhIEL by 18-/Od AftMIC.S IN TLRII I; STLUDS ABOVEEAl1D. BELOW . FLOOR AMID 114 RlM.J01 /$— /OcJTvTAL) • DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & fax (253) 939 -1373 UPPER sroRY SHEAR WALLS WIND FORCE r= 6550/4=z/633 e DESIGNATION © SEISMIC FORCE = 3770/4 = Locitow Rir t elegant/0n CUMULA-flNE LEMGTH5 /2 = 215' SHEARS" WIND: zr- 1639 _ � 21.5 Seismic: it 993 _ 46#f 21.5 DATE 2/2/O* PAGE Lot 1 5 148th St Tukwila, 104, 5iiihu Haynes N SHEATH SHEAR WALL / 3/ i' CDX FLYWD OR 3 /6 if 05E3 ONE FACE, BLOCKED, 1 7 6d NA-1LS AT 6 O.C. ' OR 15 GA. X 1 & STAPLES AT 6' O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND' 12" O.C. IN FIELD OF PANEL. O V E.RTURNING Mor = 76(7.5)(9)= 6 98 # PL = /O(01 9(9. = 950 ?JET UPLIFT = 649, 750 - 209 # 9.5 2 No Aoldounis re9 Sole plate nerlrny /s suffrcieit, DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 • UPPER STORY SHEAR WALLS Wit 40 FORCE F° • 6550/2 = 3175 DESIGNATION © 6EtSMICFORCE = 3970/2 = / 9 g5 1.ocA interi wall by "ore to below" CUMULATIVE LENG11.15 14 SHEARS WIND: 'U _3275 _ 234. • /¢ SEtsMIC : 1! /976 , /.42 */ 1 DATE 2/2/06) PAGE 1 7 Lot 2 SXX S /OM St- Tukwila, WA, 5tdhu, Homes N 2. SHEATH 5HEAR WALL % 3 18 CRK PLYWD.OR 318' 055 OAME FACE, BLOCKED, V 7 61 NArtLS AT 4 O.C: OR. /5 GA. x /12" STAPLES AT 4" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND' /2 O.C. IN FIELD OF PANEL. O V ERTURNING MOT= 23404)(9) =29,48'9*/ b L = lo( + 9 Cie,o] /774# DIET UPLIFT ^ 24484 . 1774 = 12 /9# /4 . 2. N 6 Use 51MPSON L 5TMEs TIE EAG_H 51DE SHEAR_PA�IEL W� l8 - /OS ICR . 14AiSTU Ds aBOVSALID:BELOW;FLOOR ALID (pl RlM �4Ot5T{ 1 fff /tk.� TOTAL) DENNEY ENGINEERING, INC. DATE 2/2/06 PAGE L06 2 16XX 5 /OM St 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 UPPE/e eroRY SWEAR WALLS WIND FORCE F= 6050(//.5/42) _ /057 * DESIGNATION O SEISMIGrORCE = 38&O( " ) = 1057* Loom Rear e /evoZ`lovl CUMULATIVE LEI.lGTHs 5 9.5'+ 6'# S.S'*4''= 33' SHEARS WIND: lrc /467 _ 5 0 V 33 SEiSMlc : v /057 _ 321t/ 33 N / SHEATH SHEAR WALL %V ale CDX FLYWD OR 3 4/ 056 ONE FACE BLOCKED V 7 eel NAILS AT _6" O.C.' OR /5 GA. X /1/2 AT !0" O.C. AT PANEL EDGES AND• WALL -PIER BOUNDARIES, AND /2" O.C. IN FIELD OF PANEL. OVERTURNING Mor = 50610(9)=/900 bL = /so (223)(4 =376* Tukwila, GUA, Sidha. Hares MET UPLIFT = /SOO 376 _262* 4 2. /I�o Ao /dooms recll. .Sore 'thee nai/ihy is saff2cient. DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & fax (253) 939 -1373 DATE 2/2106 PAGE Lot 2 SXX S. IOM St 7 Stdhu genies UPPER STORY SHEAR WALLS WIND FORCE F= 6050 ( 80.5/42) = 4373 DESIGNATION O SEISMIC FORCE = 38 O( d1 ) = 2S03 LocA Front elevatiern CUMULATIVE LENGT s /4' # 7' t 3.54 = 2 4.5' SHEARS WIND: 'i/ 4393 _ 794/ 24'.5 SEISMIC : 17= 2803 = 114 # / 24' 5 N 2. SHEATH SHEAR WALL t 4 4 " CAV( FLYWD OR 314 Osa ONE FACE, BLOCKED, / Cod NIkILS AT 4 O.C. ' OR /5 GA. X W STAPLES AT 4" O.C. AT PANEL EDGES AND WALL —PIER BOUNDARIES, AND 12" O.C. IN FIELD OF PANEL. O / Mor = 179(3.5)(9) =5038 't ote = /40( =goo* ?JET UPLIFT = 51038 300 _ 14 , 6 ,0 0 * 3.5 2. I• 7 USE SIMPSON LSTA30 STRAP TIE EACH SIDE OF SHEAR PANEL 22— hOd MAILS IN TRIM. STUDS ABOVE AND BELOW FLOOR AND Iu RIM J015T(22 - /Oc/ TOTAL) MA «l �C MAIN STORY SHEAR WALL PL A IV `tl u a V n MAIN STORY LONGIrUDiMAL SHEAR DISTR /BUTtOAJ 0 43-4" 4 Sts DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 MAW STORY SHEAR WALLS DESIGNATION © SEISMIC FORCE = LocA Left elevdtron CUMULATIVE LENGTHS 12.5 4-10 +17= 35 .5 SHEARS WIND: 11"= 305 — g.g #% 39.5 SEISMIC: - tr= 1820 _ 4(O 1V. 39.5 N 3 SHEATH SHEAR WALL ' 15 42 # DX FLYWD OR 7 / 0 05B ONE FACE; BLOCKED, V7 3d NAILS AT 6" O.C.' OR 15 GA. X /Pe STAPLES AT 1" o. C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND' 12" O.C. LW FIELD OF PANEL. • WIND FORCE F=. /3 / 0/4c 347g * 72 80/4 _ /820* O M = S'8(10)(9) = 7920 *' ix= /0 0/3)(k(1o)i- /S(lo),r 81'/o)]= .2 /34' DATE 2/2/04 PAGE - Loze 2 9oxx 5. /4l57 St Tukwila, GOA, 57vlh u Homes DIET UPLIFT = 79 20 2/34 _ — 275* Ak net up/t /I h o /do urns re$'c/ DENNEY ENGINEERING, INC. DATE 2/2/04 PAGE. a3 38809 191" Avc SE Lot 2 f XX ,S: 148t4 .St Auburn, WA 98092 Tukwila WA , Plionc & Fax (253) 939 -1373 I 5 ICI hu Names MAIN sroRY SHEAR WALLS DESIGNATION © LocA - rION R y`itelevaton CUMULATIVE LENGTHS 25 7' * 7.5' = 39. 5 SHEARS WIND: 'IJ 3478 _ gfj 4 6 6 315 sElstoc : - Ir= 1 _ 4h Sit 5 WIND FORCE F= • /3,4/0/¢ = 3478 SEISMIC FDRGE = 7 804 = /920t n N 3 SHEATH 5HEAR WALL 7 l .CDX FLYWQ OR 7 /16 74 05B ONE FACE, BLOCKED, '7 _d NAIL5 AT 4 O.C.' OR 15 GA. X /Y2 STAPLES AT to a O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND /2 IN FIELD OF PANEL. OVERTURNING M ' 88(7)(9) =5544 DL = 10 ( 2 13)C$ MI le 7)+.5(717 /354 KIST UPLI = 5 /354 _ 1/8# (enii:I1ma /) /Uo ho /c/oimi s re$'d DENNEY ENGINEERING, INC. DATE 2 '/ PAGE ail 38809 191 Ave SE Lae 2 lag S. /48'?% St Auburn, WA 98092 Tukwila, WA, Sc Fax (253) 939 -1373 Jc IW a- Homes MA /N STORY 5HEAR WALLS WIND FORCE F= /3J7 /&/2 =41E DESIGNATION O SEISMIC FORCE= 725 =364 LocATiobi Left wall of Oara9e CUMULATIVE L9JGTHS /8" SHEARS WINO: 'l! l3S _38'e7� SEIsMIc : v 3690 _ 202 #/ /8 N 4 SHEATH 5HEAR WALL "r %2 CDX FLYWP OR g Qh/E FACE) BLOCKED, V7 ad NAILS AT 3 " O.C. ' OR 't' GA. x ^-' STAPLES AT ^- 0.C. AT PANEL EDGES AND WALL-PIER BOUNDARIES, AND /2 n O.C. IN FIELD OF PANEL. 0 V ERTURNING M = 386 08)(9) = 51,5/!0' In= /0( 4- /s(/ in f , 9 (l s )] = 3960 DIET UPLIFT = 54 5/6 3910 _ ??2# 2. N _ U SE SIMP50N P411042 HOLDOWN EACH SIDE o1= SHEAR PANEL W7 /6 -/lei ./ ✓k /LS IN POUQLE TRIM STUDS AND IN RIM Jot sr ( /6,-/6c/ TOTAL) DENNEY ENGINEERING, INC. DATE 2 / 2 1 0 0 PAGE. 38809 191 Avc SE L 2 Slo xX j l#% st Auburn, WA 98092 7- a k W ,7 a WA, & Fax (253) 939 -1373 5 frlh u Homes 414 STORY SHEAR WALLS DESIGNATION O LOC.A'CION Pear elevat /on CUMULATIVE LEgG - F 5 4) +10' = /6' SHEARS WINO : v /650 _1 4 , 9 3#4 seismic: '1/'= 854 _ 5346/ /6 O Mar = !03 (()(9) = 5562 PL = /0( 2 /3)04(6) 4-1,40-e- 2(Q7= /3.00# LIFT UPLIFT = 5562 13e0 _ l0 2 wwwD FoRCe F= /3,570(6/49.33)= /&50 SEISMIC FORCE= 6 NJ /49 33)= b'4'`/ « N 3 SHEATH SHEAR WALL `f ' Ys 2 ! . CDX FLYWO OR 61058 00/E FACE) BLOCKED, 8d NAILS AT 6 O.C. ' OR /5 GA. x /Y2 STAPLES AT to a 0.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND /2a O.C. IN FIELD OF PANEL. 13 8 use SIMPSON PA HO42 HOLDOWN EACH SIDS oP SHEAR PANEL W7 16- /64-1 Al4ILS IN POUQLE TRIM STUDS AND IN RIM Jotsr '( l0 -tool TOTAL) • DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 OVERTURNING Mar= 33l ( 32,7!09 * � PL= /0(Z/3)(600412(/15t2(!!)7/ 649# /JET UPLIFT = 32,7109 Woo _ 2240 #1 DATE 2 / 2 / 0 6 PAGE Lot 2 S)0 S. 14#4 St Tukwila, took 5frf/''tu. Hares MAIN STORY SHEAR WALLS WINO FORCE F= / DESIGNATION O SEISMIC FORCE = 6?5L0 ( 1( )=6o?4# Local-tot.! Re ear of &araye, CUMULATIVE LENGTHS /1 f' 2? = 34 5l•1E Ps WIND: v 14919 _ 33/ #4 3!0 SEISMIC: v'= tO96 _ lt'ro9 # /t 3', S �� 7 ii 14 5 SHEATH 5HFAR WALL 1 %2• CDX PLYWO.OR W(0 05B 4A/E PACE, BLOCKED, v7 8d NAILS AT 4 O.C.' OR 15 GA. X / ?2" STAPLES AT 3" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND' /2" O.C. IN FIELD OF PANEL. N 9 USE SIMrsow KPQH ..OLDOWN EACH SIDE of SHEAR PANEL µ7 2 3 - (Cod .MArILS IN POUSLE TRIM STUDS AND IN RIM JOIST •( 23 -/6d TOTAL) (&*es 98.4%) N to DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 G 5= 5 1 /45(36) /1,919 INSTALL 5-lee DIA. x _ /O DATE 2/2/04 PAGE Lot SxxS..14/8t& St . Tukwila, GOA. 5fdhu. Hares Arctior Bolts fir Shear-10a%. Ye diameter _Shear capacity In 2x mudsill = //46 (Se erages thru 5paun s= /145x total wail length* • 9ro ss shear force * lnc /u Jirlq lengths underwlnc/ows Shear Wall F S = !!45 (49:33) _ /6.24 3478 5= 1145(46.5) - /5:31 34.78 /145(1?) 6955 I 5= 1 145 46. 32.5' - 3.46 Use 6 o. c. Use 6/ O 11 o.c. Use 3 o c. dSe!o 1 -10 o c U 3 ( 0 " O.c N ANCHOR BOLTS w/ 7 MININIUM EMBEDMENT AT 6C0" MAX(MUM O.C. INSTALL WITH SIMP5ON BP -2 [SEARING PLATE WASHER. WASHER O(MENSLONS 2" X 2" x Me N /1 'INSTALL Ve DIA. x 10" ANCHOR 130LT5 VIrI - MINIMUM EMBEDMENT AT 3 MAXIMUM O.C. INSTALL WITH SIMPSON 13P - 2 BE PLATL: WASHER. WA5HL"IZ DIMENSIONS 2 x 2" Me X N10 N10 N11 1410 DENNEY ENGINEERING, INC. DATE 2/2104 PAGE 0.2 38809 191" Ave SE Lot 2 Silk 5 148t4 st Auburn, WA 98092 72tkwUi 4a 10A, Phone & Fax (253) 939 -1373 / Sidhu fF 6Mes Roof Dia? Aragrn 77ahsverse sAear Lon7etud.h77 shear = C/se NI th550 /2 =Mi 46.5 / 6050/2 _ 57 #4 52.5 N /2 ROOF DIAPHRAGM USE I CDX PW OR 7 4co " " OS; UNSLOCKEb, 14 7 _ RAI1.5 AT 6" O.G. OR /5 GA. x /12" STAPLES AT 0 O.C. AT PANEL IEOGES AND DIAPHRAGM BOUNDARIES AUO 12" O.C. IN FIELD. • DENNEY ENGINEERING, INC. ' 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE 2/2106 PAGE o Lae SXX /OM .St Tukw,?a, U/A, Siclhu Howes F /oor .17 /ap%ra9 rn T/ansverse F 7360/2 =31080* Longi ttcdrna/ Wino/ F 7520/2 =37 (00 Maxlmcan - 37400/20 = l88' !t Use ,shear va'tces (or '% " Structura/ 7 plywood multiplied by O.82 for use with 6rd 3 wood Joists. (/lern - Fir). Use Kt" ri'G cvx plywood/ 4 7l0el nails at C'o.c. @panel ayes: Shear allowable per 18C-2003 Table 2306.4.1=320613)= 2qg #/ C /ue tFooz'note a. ea of D AP lctb q / ic e. = 5o ps c; Mt q bead spreads 6o 3 /4" List (2)- %ii beads @ pane/ edyes. /mid/ = 2675)r-7.5 iear capacit = 50 (/:5)02) = 900 Tota../ cap &ci y of7 /41e p no/Wel = 900 1242 = //602 //1 # e< > /8'$ * A Ok N 13 FLOOR. DIAPHRAGM USE 3/44 T 4G PLYWOOD, .UNBLocKED, /rod NAILS ®6 O.C. AT PANEL EDGES AhlO 10" O.G. IN FIELD. GLUE WITH DAP4000 GLUE WITH ,(2) - DIA. BEADS AT PANEL EDGES AND (I) -4" DIA. *12" BEAD AT 24" 0. C. IN FIELD. • &90f Loads DL DL LL -- Th: DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 230 psf — fist psf ?Si psf 1.50 p s f psf' !.5D psf 2.50 psf 2.00 asf ps /0.00 psf 25.00 psf tint LL 35.00 psf Compost RooA g ,Shake Roo Concreee T/e Roofriy Sheet Roofi y Strip Slaeathihy Plywood Sheathing 7 Oech/ny 77-usses or Ra Red's &108 CEi1/4;99 Sheath / ✓ Insu/aton !✓ilse. DATE 2/2/04 PAGE 30 Lot 2 SXX 5, /#4 St Tukcul%a 14A, 51clh u. Homes (. DENNEY ENGINEERING, INC. DATE 2/2/06' PAGE 31 38809 191" Avc SE Lot 2 SXX S. 1elSt4 St Auburn, WA 98092 Takw,?a / GOA, Phone & Fax (253) 939 -1373 5tclhu_ 1FO v» �°S 2.7 cJ Story Neer Loads pL 2.00 psf Frarni;79 2.50 fist S4eae*..;9 - f ist L/ncJertay men t 1.50 psf Carpel` 2.50 psf c9W 5 psf Sustencdty Ce ilia y 1 psf 'edh 1.1gh 4 etc. psf ier aL /0.00 psi LL 4 psi iS -z Sthry. /oor Loads pC 2. psf Frarnth9 2.50 fist Shea eh.ri 9 l ost L/nc/er'loor lnia /aaavt 1.50 psf Carpe' -- psf awe Cei / /A No basement) psf .Suyer od y Ceilay (Jo basement) 450 psf Aach • t @h t9. eta, Psi OMe.r DL 8.00 psi LL 40.00 psf 72 . 48.00 . fist • — Thi DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Beams/Weeders AM. B1 Descr: Garay& o header /6- door S�oa� 4" C'antikeer(s) Left Rth Est am. !!It /5 Ti6. lDio'i/1: On /Form Form : Roof 4' F /oor 2 I Wel/ Trianyu/ar: Roof Partial : Front To aniform '4 = /0(4)410(2) f/5= 75 w « = £ 5(4) +40<2) = 180 Trianyu /ar uloc= Geh = lobe. Pan /w/ Parnt / 01 4.- L Beam /head Selection Gx /2 tF #2 L/n.Form u> o � = 75 W 1So Trianyu /ar 1.8 DATE 2/2/00 PAGE 3a Lot 2 Sxx 5 /OM St Tukwila, GOA, 541hu Homes 8s 'door "AS. B2 Descc Garest9e door header S Cantilever(s) Left Re. Est, sm. we- /0 7ir6. WAWA: an i Form : Roof F /oor • • Weft Tranyu /er : Roof Partial : Front• T eva woe = Ul��= Bean-, /header Selection ( x8 tF #2 Job Name: SINGH DD05 -3371 Beam Mrk: B1 5.5 x 11.5 2.082 kips 2.082 kips 1 < Span(ft)= 16.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 75 psf Live Load = 180 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 875 2. Allowable Shear, psi: Fv = 170 3. Mod of Elasticity, psi: E = 1300000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.5 33 BEAM SIZE : 5.5 x 11.5 Bending stress: +M fb = 841 psi for +M = 8.5 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 44 psi for V = 1.87 kips Dead Load Deflection = .132 in Live Load Deflection = .318 in = L/ 616 D +L Load Deflection = .45 in = L/ 435 Allowable bending stress: for +M: F'b = 875 psi for -M: F'b = 875 psi • Job Name: SINGH DD05 -3371 Beam Mrk: B2 5.5 x 7.5 1.062 kips 1.062 kips < Span(ft)= 8.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 75 psf Live Load = 180 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 875 2. Allowable Shear, psi: Fv = 170 3. Mod of Elasticity, psi: E = 1300000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.5 39 BEAM SIZE : 5.5 x 7.5 Bending stress: +M fb = 515 psi for +M = 2.21 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 33 psi for V = .9 kips Dead Load Deflection = .032 in Live Load Deflection = .078 in = L/ 1288 D +L Load Deflection = .11 in = L/ 909 Allowable bending stress: for +M: F'b = 875 psi for -M: F'b = 875 psi DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & fax (253) 939 -1373 ,Beams /f/eao4rs A/k. $3 Descr: Beam over Garege cart e iq ysAle wall SPan 18 C'anti /ever(y) Left Rt. Eie. An. a.m. 20 Ti6. CUid/4 : an /form : Roof 2 ` Floor 2' w /2 Trranfa far Partia /: from To lln.fvrm lV L0(2) -/- /Oa) * /002)420 = /sot/ W u= 25(z) -I- 46(2)i:7/360'A Merril°r aloL= Partite/ 6U & = W LL = 8earn/Ne80/er Se /ection Sl x /Ol Cf. 24F- L14 DATE 2/2/04 PAG Lae. 2 Sxx S. 148th .5t To ktol/a GUA, 5lodhu- Homes Job Name: SINGH DD05 -3371 Beam Mrk: B3 5.125 x 10.5 2.79 kips 2 kips Span(ft)= 18 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 180 psf Live Load = 130 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.125 36 BEAM SIZE : 5.125 x 10.5 Bending stress: +M fb = 1600 psi for +M = 12.56 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 74 psi for V = 2.65 kips Dead Load Deflection = .478 in Live Load Deflection = .345 in = L/ 626 D +L Load Deflection = .823 in = L/ 262 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi DENNEY ENGINEERING, INC. DATE 2/2/06 PAGE 37 38809 191" Avc SE Lot 2 1 XX /#z'4 St Auburn, WA 98092 TU/cLUG ?'a WA, & Fax (253) 939 -1373 5 dh u. No in es Beams /Peat ers /YIk Descc Beam aver Garage carrying ekm, 53 S 2 1' Cant / /given's) Le {t Rt. Est, em, !!/c 2 S Ti6. CUro'41 : Un, Form : Roof 1 /' Floor /4' LDe// 9' Trranya.lar Partial : From To fln,{orm eq = /O )* /O NI) 4/OM 3105 21 Of) + 4004)- 835 #/ Tianya /ar al wog _ Ac Beam //- leader Se /ecttbn 5 % x /GM 6L2#-V4 Job Name: SINGH DD05 -3371 Beam Mrk: B4 5.125 x 16.5 9.9 kips 9.9 kips i< >i Span(ft)= 16.5 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 365 psf Live Load = 835 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 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 3? BEAM SIZE : 5.125 x 16.5 1. Allowable Bending,psi: Fb = 2400 Bending stress: +M fb = 2107 psi 2. Allowable Shear, psi: Fv = 240 for +M = 40.84 k -ft 3. Mod of Elasticity, psi: E = 1800000 -M fb = 0 psi 4. Duration of load factor = 1 for -M = 0 k -ft Shear stress: fv = 149 psi for V = 8.42 kips Dead Load Deflection = .176 in Live Load Deflection = .403 in = L/ 491 D +L Load Deflection = .58 in = L/ 341 Allowable bending stress: for +M: F'b = 2316 psi for -M: F'b = 2316 psi . DENNEY ENGINEERING, INC. DATE 6 /3/06 PAGE S2 38809 191 Avc SE L 2 4 ,xx 5. /4tz% St, Auburn, WA 98092 z ����� a � Phonc & Fax (253) 939 -1373 • . / 5%6 x 1012 G LB 7 K I4. PARALLAM PRI SCO)* ( BOLTS THRU DETAIL A 'h- -lad 'RAI IS EACH SIDE STITCH NAIL1246c1 @ 12 "O.C. AE { ETAIL (2) -34 BOLTS EACN SIDE 5l MPSON CCT 7Y8 - (2) BOLTS 1J1RU A -A lExPIRE8 j- /-0 1 6-1?- MIM 2 -2x4 STUDS UNDER BEAM CORRECTION LTR #__L_ OTYOFTUKWM JUN 1 2 2006 �/ I t W PERMIT CENTCENTER V �/ ! ` .3 FOR DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 STRUCTURAL CALCULATIONS PROJECT ,Theih Res/&w'ce Lot2 44 xx /4 St. Tu(wi /a, tUa BY ERZ DATE 6/8/6(0 5 /pHd /ones / -08' 1 6 _ g -06 CORRECTION RECEIVED CITY LTR# __ .- .JUN 1 2 2006 ` 1.41, PERMIT CENTER J L +LL ' DENNEY ENGINEERING, INC. � 38809 191 Ave SE Auburn, WA 98092 • ' Phonc & Fax (253) 939 -1373' Roof Loads DL psi ps f 9.0o psf rsf 1.00 ps 1.50 /7 51? — ps LEO psf 2.50 psf /SO psF — psf /7.06 psf 25.00 psf 42.00 Ps i DL LL Compos/tier Roo{i1/2 ,Shake Roof4nq Corn cre t`e 7� /e R oo f rig Sieet4leta/ Roofiiy S6-i0 Sheath✓1y Plywood Sheathing 77 n6er Decking amasses or Ra ften owe Ceil n4 Sheathe y Insu/atton M rs c. DATE 6/8/06 ''//(� PAGE _1 /? 2 «,xxS /4Wh Ste y L + o / ckwi /a WA DENNEY ENGINEERING, INC. 38809 191`` Avc SE Phone & Fax (253) 939 -1373 2nd Story Neer Loads DC. 2.00 psi* Fram,h9 . hea thee; 9 . L/nder/ay mend Carp C,W5 Sus Coolly ,Wec17 41gh t9 eta. 2.50 d o se fi 1.50 p 2S0 psf psf 1.50 /asf psf DL /0.00 rsf L G. 40.00 psf 1.60 TL 50.00 fisf 47a/; Sthry Floor Loads. pt. 2.50 psf Frarnik9 • 2.50 / psf hea t*,, 9 psf L/nderfleo.r lnsalstan /.50 psi Carpet — ps Gz05 cei /erl9 (No basement) psf CeW/ay (No dasenit-nt) psf /1�Iech L /qh tg. et psf 4 aL 8.00 psF LL 4aoo psf 72 ... 46.00.ps( 'DATE 678/06 PA GE Lot 2 46xx S. 14r 4 St, ra- kwl?a, WA • DENNEY ENGINEERING, INC.. Pan- ' / Parties 38809191 Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 ALL = Seam /Nedder Selection G x /0 bF #1 alit . DATE 6/3 /o6 PAGE -Lot 2 46xx 5. /49'M 5t. 77.4/ <wi/a WA Beanis/f/eac%rs Nlk. .81 Desci: Garaye altar healer /Ca door S 4 " C'anti %✓er(s) Left Rt. Est. 3m. zde- /5 72.46. hQ,M4 : an i Form : Roof Floor 2/ &MI/ Trran9ular: Roof Partia /: From To 4,,'4rm 'tk= /7(4)4 /6(2) f /5- 103 # w 25(4) 9-4o(z) =190V/ Tianya /ar WOL= au= 40 b4= • /Ylk. 82 Desci: &araye ctloor header 8 -° 'door S g C'anz%'e✓erls) Left R4`. Est 3m. 'm /0 77-a. a'th i'di : &n /form : Roof F /oor Wail Trranyu /ar: Roof Partia /: From' Ta L/n.6rm a,, = /03 w 180 l / • 7rianyular uJ WLL = Seam /Nesder Se /ection G x8 DF #1 Job Name: SINGH DD05 -3371 Beam Mrk: B1 5.5 x 9.5 2.311 kips 2.311 kips i< >i Span(ft)= 16.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 103 psf Live Load = 180 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 1350 2. Allowable Shear, psi: Fv = 170 3. Mod of Elasticity, psi: E = 1600000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.5 BEAM SIZE : 5.5 x 9.5 Bending stress: +M fb = 1368 psi for +M = 9.43 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 63 psi for V = 2.2 kips Dead Load Deflection = .262 in Live Load Deflection = .458 in = L/ 427 D +L Load Deflection = .72 in = L/ 272 Allowable bending stress: for +M: F'b = 1350 psi for -M: F'b = 1350 psi Job Name: SINGH 0D05 -3371 Beam Mrk: 82 5.5 x 5.5 1.179 kips 1.179 kips l< Span(ft)= 8.33 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 103 psf Live Load = 180 psf OC Spacng = 1 ft WOOD BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 1350 2. Allowable Shear, psi: Fv = 170 3. Mod of Elasticity, psi: E = 1600000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %)/100= .03 11. Exact Beam WIDTH (in): b = 5.5 5 BEAM SIZE : 5.5 x 5.5 Bending stress: +M fb = 1062 psi for +M = 2.45 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 53 psi for V = 1.06 kips Dead Load Deflection = .091 in Live Load Deflection = .16 in = L/ 625 0 +1 Load Deflection = .251 in = L/ 397 Allowable bending stress: for +M: F'b = 1350 psi for -M: F'b = 1350 psi Beahis/Weacie rs A14. $3 Descr: beam over 6are9e carrying 9a/le Wa /% Span /8' C'antr%ver(s) Left Rt. Est Dm. at- 20 7246. ID,d44 :. an /form : Roof 21 Floor 2 Trah9alar • Part/n /: from To w /7(2)4 to(z;) f /o02)4 20 =194 1 W 25(2)4 = !30 01 Th nt?a /ar tg 44 W ' DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 Ilmform Sean- , /Neco%r Se /ec t /on Sl x /0/ GC 24F-114 DATE 04/46 PAGE Lot 2 46xx 5. /4W St, rckwl4 WA /Val/ /2'2= Job Name: SINGH D005 -3371 Beam Mrk: 83 5.125 x 10.5 2.916 kips 2.916 kips 1 1 < Span(ft)= 18 >: Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 194 psf Live Load = 130 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2400 2. Allowable Shear, psi: Fv = 240 3. Mod of Elasticity, psi: E = 1800000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:(%) /100= .03 11. Exact Beam WIDTH (in): b = 5.125 7 BEAM SIZE : 5.125 x 10.5 Bending stress: +M fb = 1672 psi for +M = 13.12 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 77 psi for V = 2.77 kips Dead Load Deflection = .515 in Live Load Deflection = .345 in = L/ 626 D +L Load Deflection = .86 in = L/ 251 Allowable bending stress: for +M: F'b = 2400 psi for -M: F'b = 2400 psi • DENNEY ENGINEERING, INC. DATE 6/8/06 PAGE St .Beams /Veaders Mk. .54 Desci: Beam aver 6eran carr i3 *. ,83 S,oen /0..5' Cantilever(s) Left Rt. Est. An. et L 5 f T%6. WAY an /Form Form : Roof // F /oor /4' w 9' Trranyalar Partial: From To Cln,form 4 c 17( // /004) 4 /o&) 7`26 . 442' w 26(OI 4004) =- 835 # /, T :9n, . /ar ait At �bG = Ps tis/ 38809191" Avc SE L 2 4 ,xx 5. /4 Pet St. Auburn, WA 98092 7u.kwi/a WA • Phone & Fax (253) 939 -1373 ! Bearn/E(eadar Selecttbn 5% x /OVz GL ZViP- V4 Job Name: SINGH DD05 -3371 Beam Mrk: B4 7 x 13.5 10.535 kips 10.535 kips i< >i Span(ft)= 16.5 Both ends pinned SUMMARY OF BEAM LOADS UNIFORM LOAD OVER FULL SPAN: Dead Load = 442 psf Live Load = 835 psf OC Spacng = 1 ft GLU -LAM BEAM - DESIGN CRITERIA 1. Allowable Bending,psi: Fb = 2900 2. Allowable Shear, psi: Fv = 290 3. Mod of Elasticity, psi: E = 2000000 4. Duration of load factor = 1 5. Live Load: Deflection < L / 360 6. D +L Load: Deflection < L / 240 7. Unbraced top edge in region of +M (ft): Lu = 0 8. Unbraced bottom edge in region of -M (ft): Lu = 0 9. Eff span lgth ratio: le /lu= 1.92 10. Allowed overstress:( %) /100= .03 11. Exact Beam WIDTH (in): b = 7 BEAM SIZE : 7 x 13.5 Bending stress: +M fb = 2453 psi for +M = 43.46 k -ft -M fb = 0 psi for -M = 0 k -ft Shear stress: fv = 151 psi for V = 9.48 kips Dead Load Deflection = .257 in Live Load Deflection - .485 in = L/ 408 D +L Load Deflection = .742 in = L/ 266 Allowable bending stress: for +M: F'b = 2862 psi for -M: F'b = 2862 psi STRUCTURAL CALCULATIONS PROJECT Lot' 2 4eXk' 5. /L8, St. T l<uille, Wl FOR S /C/Au. Homes DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 BY ERD DAT E WO& RECEIVED CITY OF TUKWILA MAY 2 3 2006 PERMIT CENTER Vacs rt • DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 KZ= 0•70 $ = 15.72 (0.70) = /1.0 psf Lon9e t'u,o, ha/ Wind Height to . ridge of roo( 14= 23 1<h= O_ 9h= /6772(0.70) / /. psf DATE 212100 PAGE I Lot 2 SXX S. /OM .st Tukwi%a, U'4 5!dhu Hares Wino' Force ,' e feren ces : r3C 2003 and i45cE 7 -02 5z = 0.002510 Kz kzt- /( V A-5ct 7 -02 4 -15 V= 8s mph Exp. B r= /.00 K _ 0.85" / < = 1.00 5z= 0 . (9 o 256 (kz)(4o0)(o. gs)(es) 2 0.00) = /5. K Determine k Fig. 4-3 (See p. 2) Tina n sverse Wind //eight to 7 ici- her &h t of roof slope or save = 23' Height above ground level, z Exposure (Note 1) / B -, C D R (m) Case 1 Case 2 Cases 1& 2 Cases 1& 2 0 -1 (0.4.6) 0.70 0.57 0.85 1.03 20 (6.1) 0.70 0.62 0.90 1.08 25 (7.6) 0.70 0.66 0.94 1.12 (9.1) 0 0.70 0.98 1.16 40 (12.2) 0.76 0.76 1.04 1.22 50 (15.2) 0.81 0.81 s 1.09 1.27 60 - (18) 0.85 0.85. 1.13 1.31 70 (21.3) 0.89 0.89 1.17 134 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 Table 6-3 Ka 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 B may be determined from the following formula: For 15 ft. Sz5z 1 For z< 15 D. K, -2.01 (r/z K,.2.01(15 /zfa Note: z shall not be taken Tess than 30 feet for Case 1 in exposure B. 3. a and z are tabulated in Table 6 -2. 4. Linear interpolation for intermediate values of height z is acceptable. 5. Exposure categories are defined in 6.5.6. fgnbnum Design Loads for Buildings and Other Structures 75 DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 Wind Forces Ref: IISC 2003 and ASCE 7 -02 Loto Rise Buildings h «o ft. ASCE -02 Sect. 6.5./2.2.2 Coeff(crnts from F/9. 6-lo ASCE Windward 41 Leeward A/a //s 49- 30° p= 5z [GCpf± GCpp] Surface GC f 1 0.56 I See p. �}- 4 —0.37 interior Surfaces GCp = ±0.18 DATE 2/2/06 PAGE 3 Lot 2 Sxx S. 1448/14 St Tukwila, GUA, Srdhu_ Homes Vet= 85 nip4 Exp. .8 %z r: 11.0 psf (See p.0 Windward and Leeward Roofs 7 6fe 6-3 /oo f 9 = 30° Pr= SA [GCpf+ GCpiJ gh= X40 Surface GCpf 2 0.2/ 3 -0.43 `See /0. psf (See p.1) Roof Angle le A' (degrees) Building Surface g 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 30-45 0.56 0.21 -0.43 -0.39 -0.45 -1.45 0.69 0.27 -0.53 -0.48 90 0.56 0.56 -0.37 -0.37 -0.45 -0.45 0.69 0.69 -0.48 -0.48 56 Main Wind Force Resisting System - Method 2 Figure6 -10 (cont'd) External Pressure Coefficients, CC Enclosed, Partially Enclosed Buildings h560ft. Low -rise Walls & Roofs Notes: 1. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 2. For values of 0 other than those shown, linear interpolation is permitted. 3. The building must be designed for all wind directions using the 8 loading patterns shown. The Toad patterns are applied to each building corner in turn as the Reference Corner. 4. Combinations of external and internal pressures (see Figure 6 -5) shall be evaluated as required to obtain the most severe loadings. 5. For the torsional Toad cases shown below the pressures in zones designated with a "T" (IT, 2T, 3T, 4T) shall be 25% of the full design wind pressures (zones I, 3, 3, 4). Exception: One story buildings with h less than or equal to 30 ft (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 line or for flat roofs, use 0 m 0° and locate the zone 2/3 boundary at the mid - length of the building. 8. The roof pressure coefficient GC,y, 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 2.51x, whichever is less; the remainder of Zone 2 extending to the ridge line shall use the pressure coefficient GCu/ for Zone 3. 9. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0,9 m). h: Mean roof height in feet (meters), except that eave height shall be used for 0 5 10 °. 0: Angle of plane of roof from horizontal, in degrees. sm. Transverse Direction Longitudinal Direction Torsional Load Cases ASCE 7 -02 F6Nr )62. Su Ca5 2 4 3 A = 455 sf G5 e =30° 3 2 ` SURFACES 1 $4 A =2.385f 2 3 A =23 — 15 SURFACES 1 4-4 A = 500 sf 1 20 PROJECTED ,4REAS FOR WIND OAJ FFZONT ELEVATION A PPROX. MEAN Hr. OF ROOF 23 1 232 52 � 511RFACES 2 45 A =354. sf 6=30 SURFACES 1 04 A • 243 4 SURFACES 1 (4 A=540 sf 'So PROJECTED AREAS FOR IN/ND DA/ REAR aLEVATloN API'ROx. MEA Ht OF ROOF 4231 95 -7 1189 SURFACES •2 43 A=447 9F 6 =30° 89 - 5!0 SuRFACES 1 4 4 1 A=19nsr • 1 \ ; TREA T M WALL ---- -� \ f L ill SURFAC4s 1 * 4 A = 510 el 1- PROJEcTED AREAS FOR LUIND DV LEFT ELEVATION ,_. -12 23' APPROx MEAN Pr. OF ROOF 207 SURFACES 2 a3 A =328 sf e= 30 SURFACES 1 44 A =215 sf SURFACES 1 *4 A = 530 sf ,15 P °O,JFCTED AREAS FOR MAID ON RIGHT FLEVAT7OAJ APPROx. MEAN / Ht or ROOF DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & fax (253) 939 -1373 DATE 2/210(0 PAGE 9 Lot2 1 Tu kuhla, 104. S to/h u Hn.vi e s end forces - Transverse Roof Deaph rag W,hd on Front Elevation Roof: fi =li, 0( a. 21 0. /8)(455)* I1.0(0.4'3+ 0.18)(334) = 2370' Walls: F = o (O. ss -o. 3X238) f //. 0(0,V +0. 18)(24 3410 Tota/ 5800 W1hd on RearE /evatthn Roof: F =1GO(0.2u- 0.18)(334) 1l. 0(0.4h3to.18)(455) = 31100# Walls: F //.o(o.561-o,17)(243) f 1/.o(o.3 7t0.1f')(234) = 3394 * ro tat 65S0* Wind on Fear elevation controls Upper Floor Dla Level Wen ci on Front Elevatmn, Roof: r •I1O(o.21- 0.18)(50) - 2o' Walls: F =i 1. o(, 0. 5G + 0./e)(SOO) +1 1. 0(0. 37 f0. /8)040) = 7310 Total ' 7360' Add from above ,seroo 13, 1100 * w 1'nd on Rear Elevation Roof: 11.0(0.43+0,)8)(50) = 23 Walls: ! 1.0(0.56t 0.1e)(540)7L11.o(0.37t- 0.18)(500) = 7420 Total 73100#' Add from above 4550 # Wihd on Rear elevation ean&o(s l3, 910 DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE 2/2100 PA GE is Lot 2 1 ,S. 107'4 .St Tukwila, 0A, 54dha games Mho/ i=or ces, -- LanS'u.dn>tal Roof Tta /Oh rare Lev e,/ WW//no/ on Left Eleva/a7 n Roof: F = /10(0.2/-- 0./3)(447)1-I1.O(0.43* 0,/ 8)(328)'= 2350 Wars: F = 1r. ofo.54+-' o, /8)(096)tl/.0(o.37+o. 2 700 # rota / 5250 Wind on R/9 lyht Elevafho -tt Roof: F = /1.0 0.19)(328)*-tl.o(0.43 +0.18)(447)= stio Walls: F= //. o(o, s&+ o ,18)(2l5)f-t/,o(0. + o./fXi9o)= 2940 Tata( 6050# 4/140/ on Right el e ttcn controls UppetF /oor t)iapArayrn Level Wind on Left Elevattan LYa / /s: F=// .o(o.56+O.ts)(530)+IiO(o. a /8)(530)= 7520 Add from above 5250 Wind on R; ?ht E /ejvgt/crn 13y /r`'sp F = 7520 + 61050 = 13,570 �1/th on Rtyht eleva&cm ctoniro /s ?Dial 12,770# DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE 2/2/06 PAGE. Lot 2 Sxx 5S. /OM St Tukwl%, 104, 54o/hu. Homes Seisrncc Force - ,41 /owa6 /e Stress Design Ref' rae 2003 Sect. /6°5.3.1 A 7 - 02 Sect. 2. 4. l Mapped Spectral Accelerrattan S =1.50 Fig. 1615.1 .5 =FS Site Class 0 f= 1.00 Ta6le 11x/5.1. S = (/.00)(1.50) = 1. 50 E$. /4-s8' 5 = 2 13SMS =V3(450)=400 E$, 1e -40 Use. ,4SCE 1 (,4l /owed d y MC-03 Sect, 16/44/ Exception 1) Seismic Pesegn Category D (45aE7 796/e £4.2. la) Seisn2cc Lase Shear 45CE 7 -02 V = C W (5$, 9.55.2./) CS .= Sp I =1.00 R= (a E$. q5. :2.I - RI C s = 1.00 0./!07 (6)0.co) Load Con 6chat,on * 5 per ASCE 7 -02 Sect, 2,¢- / S A +0.7E 'I/c 0.7(0.167)W = 0.1 W Dead Loads. Areas 2920 sf Roof Roof 10. psf 750 sf G1/2per transv. wails Walls 1(2. psf • 950 sf • „ /on9it n Floor 10 ps{ /3$0 sf Lippe/is floor One/ deck 756 sf Math Story trans✓. wails 9E0 51 to /o n914 a if sf if DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phonic Sc Fax (253) 939 -1373 Sels»,rc Forces - Transverse Roo(.D /aphraym Level fl.= 0. f / 7(/o)(2920 t 750) = 3470 # 2 DATE 2 / 2 1 0 4' PAGE Lot 2 .16xx .S /¢s St Tu k wi%a, GOA, 51eih u He nn e s Opp en' floor .DtapAra7x'. Leve/ F= 3, 701 150 f jp ) =728x WZ.id contra /s eransverse Sees' rntc Forces — Lon9ituolrta/ Roo f D/aphra9rn Level F = 0.//700)(2920 f754) = 38(00 Upper Floor Diaphragm Level F =38100 f 0. /17(/0)(/8'8'01 le -/-75 = 1094 2 W ;id contras long/ezah;ia/ C/PPER n 1 n UPPER STORY SHEAR WALL PLA N UPPER STORY LONGITUDINAL SHEAR D /STRIBU ION /1.5 42' DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE 2/2/06 PAGE j Lot 2 •SXX S. /#'4 St Tukwila, OA, 5 dhu. Homes UPPER. STORY SHEAR WALLS WIND FORCE F= 6550/4 = 1633 # DESIGNATION DA GEISMICFORCe _ 3970/4 = 993 ocm- Leff elevation CUMULA l-Eti1GTFl5 2.47 +2.67 f 8.5 = /3.91' SHEARS WIND: in / 63$ /3.34 sl =lsMIC : - v'= 913 - 72 # 1 /3.8 ' N / SHEATH SHEAR WALL "7 % CDx a'ewo OR 3 4" psB OWE FACE BLOCKED, w f 6d NAILS AT • 6" O.C.' OR /5 GA. x /i" STAPLES AT (" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AMD /2" O.C. IN FIELD OF PANEL. OVERTURNING M = //3(1.&7)(9)=2$34 pt /0( 2 4)[612. &7)+ - 912.67)] = 266* OET UPLIFT = 2836 266 _7294 2.67 2. N G0 USE SIMPSON LSTA24 STRAP TIE EACH SIDE OF SHEAR PANEL W7 18-/0d MAILS _..INTRIM;ISTUDS ABOV& &ALID.BELOW FLOOR At40 I,J RtM JOIST( /8- /O d TOTAL) x • UPPER STORY SHEAR WALLS WIND FORCE F= 6510/2 = 3176 SEtSMIC•FORCE _ .3970/2 = l 7 85 DESIGNATION DENNEY ENGINEERING, INC. DATE 2/2/06 PAGE 17 38809 191" Ave SE Lois 2 1 KY ,5 /48t4 .St• Auburn, WA 98092 Tukwila, i'A, Phone & Fax (253) 939 -1373 S f u. Homes LocA-rtol:i . biter /or wa // 6y "ap to be /oat CUMULATIVE LEMGT1I5 / SHEARS WIND: v-= 3275 _ 234. 4%, SEISMIC: V = 1985' - /42 i/ 14 N 2. SHEATH SHEAR WALL mi l' 3 18 " COX PLYWD OR 3/8" 058 DiE PACE, BLOCKED, w f 6d NIA -ILS AT _ 4 O.C.' OR /5 GA. X /V2 STAPLES AT 4" O.C. AT PANEL EDGES AND WALL - PIER BOUNDARIES, AND /2 O.C. IN FIELD OF PANEL. 0 • M = 234( 14 )(90= 27 * / f�L = /a (2 /.3)DO f 4 0403 =1 # MET UPLIFT = 29485/ /774 _ /2 /qt /4 2 N to Use 51MPSON L5TA24 STRAP TlE EACH SIDE_ OP SHEAR PANEL W7 18 -- /Od kf l.49 'l N' BIM ISTLIDS ABOVE A LID;BELOW. FLOOR AND Ill Rim:dOLSTC /b- /Ld 1tTAL) N DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 UPPER STORY SHEAR WALLS WIND FORCE F= 60$o(U.5/42) = /6157* DESIGNATION O SEISMICFORCE = 38100( it ) i 1057* L OCA-r1014 Rear elevatro -I CUMULATNE LENGTHS 5' 1- 9, 5 6'# 83'1-4'= 33' SHEARS WIND: V'c 11157 _ 5041 • 33 5EISMIc : v /057 - 32 M 33 DATE 2/2/04 PAGE S Lae 2 sxx „S. 1¢8tY St 72ckcp% GOA, 5idhu- games SHEATH SHEAR WALL 'v 4 e ( t CDX FLYWD OR 3/a' 056 ONE FACE BLOCKED, 7 1t4 NAILS AT • 6" O.C. • OR 15 GA. x /V2 " STAPLES AT 0" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, A?4D /2" O.C. IN FIELD OF PANEL. OVERTURNING Mor = 50(4)(9) =1g00' 1 DL = 10( = ?JET UPLIFT = 1800 3710 - 2102 4 2 No AO/downs re'c1 Sole plate nairlhq is sctff/cien t. DENNEY ENGINEERING, INC. DATE 2 / 2 1 0 6 PAGE /9 38809 191" Avc SE Lot 2 xX S. 107% St Auburn, WA 98092 Phone & Fax (253) 939 -1373 Tukwila/ 541hI.L Homes L IPPER STORY SHEAR WALLS WIND FORCE F. 6050 (30.5 _ 4393# PESIGNATION O SEISMIC FORCE = 38'60( u ) = 29'03# Locator-I. Fro nt elevat rn CUMULATIVE LENGTHS /4 7 7 = • 4.5 SHEARS WIND: 'Ir"c 43?3 - /79 24 SEISMIC : - 17= 2803 _ ( #/ 2 5 N 2- SHEATH SHEAR WALL T Vei CDX aYWD OR 318a BLOCKED V 7 Cod NAILS AT 4 " O.C.' OR /5 AT 4 O.C. AT PANEL EDGES AND WALL -PIER /2" O.C. IN FIELD OF PANEL. 0 V ERTURNING 40 1 M = 179 (3.5)(9) = 5638 bL = /0(r /3)(4(3.5)74 q(3.5)7 =goo * ?JET UPLIFT = 563S 300 - 100 3.5 2 058 ONE FAce, GA. x / STAPLES BOUNDARIES, AND N 7 LISE SIMPSON LSTA30 ST/RAP TIE EACH SIDE OF SHEAR PANEL w7 22— lOod MAIL5 IN TRIM. STUDS ABOVE AND BELOW FLOOR AND IN RL&l JOIST (22 TOTAL) MAIAI `11: MAIN STORY SHEAR WALL PLAN 11 (i) u MAMJ STORY LONG /TUDMMAL 5HE4R O /STRIBUTYQN (10 43' -+ 494" cm DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 OVERTURNING MOT = 8'8(/ = 7920 tit. = /0(z /3)(e(l0) f- /S00) + 8401]= 2/34' CUMULATIVE LEMGTH5 • /2.5' * IO -I. /7= 3F.5 SHEARS WIND : 'Irc 3478 — 8'8 #4 39: s SEISMIC : - Ir= /820 _ 39.5 DATE 2/2/06 PAGE Lot 2 1 j 148t4 St Tukwila, LOA, S4dhu. Homes 1 (UL STORY SNEAK WALLS WINO FORCE Ft- • /3 = 347g DESIGNATION © SEISMIC FORCE= 7270/4= /820* L.ocA -rlow Left elevat /on 46 N 3 SHEATH 5HEAR WALL yr / /CDX ItYWD OR 7 4 8 058 ONE FACE) BLOCKED, got 1.1A -ILS AT 6" O.C.' OR 1.5 GA. x W STAPLES AT t" O.C. AT PANEL EDGES AND WALL —PIER BOUNDARIES, AND /2 O.C. IN FIELD OF PANEL. • ?JET UPLIFT = 79 2/34 2 4 _ _275* x(10 net uplift I /o h o /c l l o u s n s r e $' d DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phone Sc Fax (253) 939 -1373 MAMJ STORY SHEAR WALLS DESIGNATION O LOCATION R44t E /81476071 CuMUI.ATIVE LENGTHS 06/1-7 39 SHEARS WINO: v 3 _ 8841 39.5 SE,ISMIc : - v - = 1126 4,t 3Q. 5 0 V EttTURNING M = 38(7)(9)=5544 t'L= /0(0)(6(74- 18 =1354 DATE 212100 PAGE _ Lot 2 SXX .5. /OM St Tukwila, GUA, 5 dhu. Homes WIND FORCE F 13 4/0/4 = 3476 it SEISMIC FORCE = 72 80/4 = 1120#' u 14 3 SHEATH SHEAR WALL 15 2 . CDX Mat?. OR 7 4 & " o5B ONE FACE, &LOCKED, wf Fd NAILS AT (o O.C.' OR 15 GA. X /Y STAPLES AT (0" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND' /2 � O.C. IN FIELD OF PANEL. DIET UPLIFT = 5744 1354 _11,9# (m r1 / imat) /Vo %o %%urns rlei'J DENNEY ENGINEERING, INC. DATE 2/2/06 PAGE a 38809 191 Avc SE X0.6 2 11 XX S. /OM St Auburn, WA 98092 Tukwi ?d l�A, Phone & Fax (253) 939 -1373 / 5/Whu_ Homes MAW STORY SHEAR WALLS WIND FORCE r-= /440/2 =61E5* DESIGNATION ® SEISMIC FORCE = 728 # L ocA Left wall of Garsye CUMULATIVE LENGTHS /8' SHEARS WIND: sr= 1e956 _ gee /8 SEISMIC : "U'= 3G 0 _ 2 /8 N 4 SHEATH 5HEAR WALL 17 /782 . COX PLYWO OR 716 ewe FACE BLOCKED ¶ 8c HAILS AT 3 O.C.' OR '-' GA. X ' -' STAPLES AT " O.C. AT PANEL EDGES AND WALL-PIER BOUNDARIES, AND• /2" O.C. IN FIELD OF PANEL. O / Mo,- = 386 (l e)(9) = 51 / Sla # in.= /0 (2/3)R008')-1-- /1108)-/- , 9 (1817 = 3460 Oar UPLIFT = 545/6 59100 _ f 82 4 /8' N 6 UsE SIMPSoN P4H042 HOLDOWN EACH SIDE of SHEAR PAMCL w7 /6' —/G o . / ✓4/t5 IN DOUBLE TRIM STUDS AND IN RIM JOIST •( /60— /6ca/ TOTAL) DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 MAIN STORY SHEAR WALLS DESIGNATION O LocA 1Zear elevation CUMULATIVE LENGTH9 (/ # / t = /(o' SHeARs WiN o : - v'= /650 — /03#4 SElsM'C : - + r= Y4 _ 534/ O Mor = /03 (6) (9) = 55102 # bL = /0( / 4 (b) 4- !8'(f4+ /3,100# ?JET UPLIFT = 5562 /360 _ 247 # 6 DATE 2/2/06 PAGE Lot216xxS / #z Tukwila, OA, 51dhu Homes' WIND FORCE F= /3 &49.33)= %fr GEISMtC FORCE = 10940(7/44. = ?leg " N 3 SHEATH SHEAR WALL '7 CDX rLYWC OR WASS OL/E FAC% BLOCKED, v7 8d I4MLs Ar , 4" O.C. • OR 16 GA. x 1V2u STAPLES AT lo« O.C. AT PANEL EDGES AND WALL -PIER SOUNDARIES, AND' 12" O.C. IN FIELD OF PANEL. N 8 USE 5iMP5oN PAHD42 HOLDOWN EACH sips OF SHE PANEL W7 16-46d A/4/L5 tN POU[3LE 'TRIM STUDS AND IN RIM JOIST '( /O- /Od TOTAL) DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 MAIN STORY SHEAR WALLS DESIGNATION O SEISMIC FORCE = l_oc,A Rear of Garaye eM. CUMULATIVE LEND 4S / /''f" 2 = 34 SHEARS WIND: it /4919 - 331 #A 31e 5EI5MIC : 17=. 6090 _ 14 36 /r N 5 SHEATH 5HEAR WALL '7 /S52 , 11 CDX FLYWD. Pl/O 058 ©A/E FACE, BLOCKED, V 7 ed NAILS AT 4" O.C. ' OR 25 GA X /% STAPLES AT 3" O.C. AT PANEL EDGES AND WALL -PIER BOUNDARIES, AND' /2 O.C. IN FIELD OF PANEL. OVERTURNING Mort 33/(//)(9)=32 DL = /0( 4l2M+2(//)Jn/44(o 'JET UPLIFT = _32,709 1444 _ 2 # ' DATE 2/2/04 PAGE Lc6 2 1 )0( S 1 ¢8th St Tukwi % 40A, Sidhu f -fames WIND FORCE Fr. /3,570(43.33/49.33) = /019 14 9 USE SIMPSON HPAHD22. HOLDOwN EACH SIDE OF SHEAR PANEL L47 2 3 — (C,d MA-ILS IN 17OU13LE TRIM STUDS AND IN RIM MOIST • c 23 - /6d TOTAL) (6-Ii/es 98.4%) DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Anchor <s /or Shear Nails 5 /8 4 diameter _ Shiear capacity in 2x mudsi!/ _ //40 (See. ?ayes t,4ru 4 ?au 5= //45x total wa // knIth* gross shear force >k Induchnq anderwinc/ows Shear Wag s= //45(49. 3 478 5 //45(4t5)—/53/' 34-78 N 5= 1/45(/8) 6955 5_ 1 145 4&833 =,32.5 DATE 2/2/06 PAGE. Lot 2 5Y Xx S. 1487'4 St Tuktw%a, 104 5 io/h u Homes = 2. ft Use 60-0 o.c. Use C/se 3 - 0" oc Use 6i4" o c Use 3(0 "o c 5 1/45(36) —3 /1,91? N to INSTALL Sled DIA. x - /0" EMBEDMENT AT ( 0 /I MAXIMUM O.C. INSTALL WITH 5IMP5ON 5P -2 9EARIINCG PLATE. WASHER. WA5t(E(Z DIMENSIONS 2" X 2" x 3 `rlo V . N 1 1 'IN5TALL Oft D14; x O ANCHOR BOLTS EMBEDMENT AT 3 - 0" MAXIMUM O.C. INSTALL WITH 5IMP5ON BP'7 BEARING WA5UEIZ D(MEN5tONS 2" X 2" x 3 /16 " ANGI-0R 130L15 V 7" MINIMUM fir/ -74 MINIMUM PLATE-. WASIIER. N10 N10 N11 N1O N 11 DENNEY ENGINEERING, INC. DATE 2/2/00 PAGE an 38809 191" Ave SE Lot 2 %(XV 5 /487 St Auburn, WA 98092 Tukwila 404 Phone & fax (253) 939 -1373 51:ca u I RoolDtpAragrn 7ansverse Sl ear = 550 /2 = /41' #� 5 Lon i tud final shear = 6,050/2 _ 57 */ 52. S'3 Use M1/ N /2 ROOF DIAPHRAGM USE I COX PW OR 7 tI6P ri 0513, LINDLOCf<Eb, IT Sc' KaILS AT (0" O. C. OR /5 GA. x 112" STAPLE5 AT (p " O.C. AT PANEL EDGES AND DIAPHRAGM BOUNDARIES AI.ID 12" O.c. IN FIELD. DENNEY ENGINEERING, INC. DATE 2/2/O6 PAGE 38809 191" Avc SE Lo 2 $XX S. / 3F% .St Auburn, WA 98092 Tukwila / 1004, . Phone & Fax (253) 939 -1373 5 ECM I . HO *ties F /oor 17 /ap%ra9rn Transverse F 7360/2= 1 3480* Lon7itudtrna/ (Wino/ F = 7520/2 = 3740 l✓!aX/muna v--=.37410/20r- i 88' !► Use shear values 742r r l2 " Structural ) lywood n�ru ltip/ied by 0.82 for use wiz% Gr 3 wood joists, (fern -Fir). Use l " riG cvx plywood 'Od nails at C'o.c. @Panel edges, Shear s / /owa6 /e per ISO -2003 Table 2306.4.1 = 320693)= 248Vl Glue tFooz'note a. Capac; t of PAP 400 glue. = 50 ps " c/ia. 6eadsprads.to 3/4" Use (2)- Y " beads @pane/ edyes. ah:01% = 26 75) =/. 5 Shear ca/acit.` = 5O (/:5)62) = 900 */ rota . / capacit y - ofq /ete, 11 via M 9= ?co 7L2.6.2-/16,2 !1/02t; > /*VA OK N 13 FLOOR. DIAPHRAGM USE 3 .T PLYWOOD, 'UNBLOCKED, w ltOd NAILS a (ott O.C. AT PANEL EDGES AND 10" O.G. IN FIELD. GLUE WITH DAP4000 GLUE WITH ,(2) - %4 11 DIA. 13E-ADS AT PANEL EDGES AND (1) -14 DIA. x•12 BEAD AT 24" O. c. 114 FIELD. 05 -07 -2007 GARY SINGH 4224 S 148 ST TUKWILA WA 98168 RE: Permit No. D06 -191 4616 S 148 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code 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 ptust be In writine 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, nn er Marshall, Permit Technician xc: Pemrit File No. D06 -191 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 June 12, 2006 Gary Singh 4224 S 148 St Tukwila WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -191 Singh Residence — 4616 S 148 St, Lot 2 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. Sincerely, encl File No. D06 -191 rrsh 1 Qu 1 ician P:Vennifer■onectton Letters \2006\D06-191 Correction LD #1.DOC jem City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665 Building Division Review Memo Date: June 2, 2006 Protect Name: Sing Residence, Lot 2 Permit #: D06 -191 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner 3 Show laundry room with a ventilation fan. (2004 WSVIAC 302.2.1) 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 bads for clay 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. 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 (lot 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 backup into the crawlspace. 6 On the site plan identify the street by its name or number rather the name "Road ". (Sample residential site plan enclosed) 7 Page (6) Section A is showing some inconsistency in the notes for type of floor joist framing and also specifies incorrect wall insulation. Revised cross section notes to indicate specifically what type of joist shall be used. 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 cawispace 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 -191 Singh Residence - 46xx S 148 St, Lot 2 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 in 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. Sincerely, Enclosures arshall chnician File: Permit D06 -191 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director P:Vennifer\Incomplete Letters t20061D06 -191 incomplete LIT #1.DOC jem Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Alan 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 Protect Name: Sing Residence Lot #2 Permit #: 006-191 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 trace -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. FIRE DEPARTMENT REVIEW COMMENTS Project Name: Singh Residence 46xx S 148 St Permit File No.: D06 -181 Date: May 26, 2006 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 -191 40xx S 148 St, Lot 2 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 -191 DATE: 06 -12 -06 PROJECT NAME: SINGH RESIDENCE, LOT 2 SITE ADDRESS: 4616 S 148 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 049140 c ng Divi on l , Public Works PLAN REVIEW /ROUTING SLIP HERMIT COORD COPY Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documenls/rouling slip.doc 2 -2g -02 Incomplete ❑ Approved with Conditions ❑ Permit Coordinator DUE DATE: 06-13-06 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 07 -11-06 Not Approved (attach comments) ❑ DATE: Planning Division Not Applicable Li Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -191 DATE: 05 -31 -06 PROJECT NAME: SINGH RESIDENCE, LOT 2 SITE ADDRESS: 46XX S 148 ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: g ( u 1 bblliic ,� „a, Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ft Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 124fle Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentstrouting slip.doc 2 -28-02 , PERMIT COORD COPIt ■ PLAN REVIEW /ROUTING SLIP Structural Review Required Approved with Conditions Not Approved (attach comments) AlN� Fire Prevention Vat Structural ❑ CPC Af &'4' - a Planning Division Permit Coordinator ❑ DUE DATE: 06-01-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 06 -29 -06 ACTIVITY NUMBER: D06 -191 DATE: 05 -23 -06 PROJECT NAME: SINGH RESIDENCE SITE ADDRESS: 46XX S 148 ST, LOT 2 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 5 -0l0 Building kir t Public Works 71 DETERMINATION OF COMPLETENESS: (Tues., Thtyrs.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: orb ki ��Irrr Departments determined incomplete: Bldg Fire] Ping' PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Incomplete Structural Review Required 61( dth etk °(# Fire Prevention Lai did 5 Planning Division jai ❑ Permit Coordinator DUE DATE: 05-25-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 06-22-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 1 REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Project Name: Singh Residence, Lot 2 Plan Check/Permit Number: D06-191 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEIVED an' OP TWWILA JUN 1 2 2006 P ERMIT CENTER Project Address: 4616 S 148 St pp Contact Person: I7D1 tAA j t.n Phone Number: t `� MOO Summary of Revision: C � 2-at e c, k al ate_ -m CIC a., 1L 4 n 'f7r - Sheet Number(s): "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 cce 12-14ttL 'applicationsVorms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 1 REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5. 3i' 04 - Plan Check/Permit Number: D06-1.9f ® Response to Incomplete Letter # 1 MOWED OF ❑ Response to Correction Letter # MY TUKWfIA ❑ Revision # after Permit is Issued M AY 3 1 2006 ❑ Revision requested by a City Building Inspector or Plans Examiner :u%fi.UT CENTER Project Name: Singh Residence, Lot 2 Project Address: 46xx S 148 St Contact Person: GaA y , 5 i L Phone Number: 2 yyl- Summary of Revision: / Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: PVIGJ Q )C C. ta Entered in Permits Plus on 31 �>]Y \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director Construction Cost estimates Onsite Right -of -way *4k H,4 Number of Correction Letters 0 Pavement is Tess than three years old and can not be cut. Al k Pavement mitigation fee calculation Al 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 5Pe tt /oa3. Assessments Allentown Water Allentown Sewer Ryan Hill Water Duwamish /Foster Sewer LID Water LID Sewer ,vA- 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) 4 ,4 4-- Permit Number b or, -( q p Project Address 4o kJ 0 . 1 0 1 ST PW Review Check List Project Name S , e PERMANENT FILE COPY Development Engineer is DATE o (0.08•o9 Preapplication Conditions Met Previous Permits in P+ 1.0s ,n z Pit) o r it h Flood Zone Al #c Allentown Flood Prone _L. Water district wt. « s— Sewer district V" I d to Drainage basin r- Li 0t.. re. L2 detention /-e S Infiltration restriction 9' SAO 1 Water meter permanent 'OA -- - 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 --- Traffic safety study N A- Technical Information Report , u ,Cos- 0 S2 , Alia s - .v b Geotechnical report AJ &- Street Lighting calculations N A- Pavement remaining life N Pavement is less than three years old 4- Backflow e-mail to Operation Mk Backflow response from Operations Backflow prevention Water Fire Irrigation Frontage improvements (TMC 11.12) Frontage improvements waived Undergrounding per TMC 11.28 Undergrounding waived Street Vacation Turnover Developer Reimbursement Agreement Development Agreement i PW Review Check List 2 Encroachment NA Dedication Private road to PW standards Public road Dead End & Landscape Island Hammerhead Turning restrictions Signal Shared infrastructure Grease interceptor Illumination State of Washington current water right permit for wells NA King County Industrial Waste Discharge approval King County DNR approval for connection to interceptor line Joint side sewer Pk- Water plans v ez-mpav-y ee( b a t) l C Sewer plans 1 ✓ ,,,„-P b y r. / VIA C./ Surface water plans t t 4 I ait <e n Road plans A i rr Street lighting plans „/ f Cyndy Knighton Jim Morrow Pat Brodin Bryan Still John Howat Ryan Larson oe 491.06 Robin Tischmak Mike Cusick Building Department 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 wPc Nk nv k NA- L 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 Is' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001- 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for IS' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. '_ BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME S t 1. 2es- Jatt If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parking/Access A. Total Improvements 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 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 5O cubic yards Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised his 2006 1 PERMIT 17Dte ' VI category_ a� y /Coo +I a SO aid C� /.35o p ,, ISDa ff KM $200,000 of A. Use the following table to estimate the grading plan review and permit fee. 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. $250 (I) (4) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ i hR VED CITY REC TUKWILA MAY 2 8 2006 PERMIT CENTER QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 — 1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 $194.50 for 1 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,01 i $325.00 for the l 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or - ore $919.00 for l 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5-2 (25%) $2.50 2 -1 (10%) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW m ad'ust estimated ees 6. Permit Issuance/Inspection Fee (B +C +D) 8. GRADING Permit Review Fee Approved 09.25.02 Last Revised Jan. 2006 2 Grading Permit Fees are calculated using t,ge following table. Use the greater of the excavation and fill vol es from Item 5. • 7. Pavement Mitigation Fee $ The pavement mitigation fee compensates the City for the reduced life span due roadway surfaces. The fee is based on the total square feet of impacted pave on the condition of the existing pavement. Use the following table and Bul i t the p removal of nt per lane and 1B to estimate (6) (7) $ (8) WATER METER FEE Permanent and Water Only Meters Siz in es) Installation Cascade Water Alliance RCFC 01.01.2006 - 12312006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 $7800 $116200 $131790 6 $12500 $232400 $244900 Approved 09.25.02 Last Revised Jan. 2006 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A t ough E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title ) $ E. Duwamish $ F. Transportation Mitigation $ G. Other Fees $ Total A through G $ (10) DUE WHEN PERMIT IS I ` UED (6 +7 +8+9 +10) $ STIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two spection visits per required inspection. Additional inspections (visits) attributable to the P . ttee's action or inaction shall be charged $47.00 per inspection. 0.75" 2.5" $300 $1,0 Temporary Meter 3 Part A: (To Be Completed by Applicant) Purpose of Certificate: 0 Building Permit 0 Preliminary Plat or PUD .. 0 Other Di Short Subdivision 0 Rezone , . Proposed Use: ,,, 52 Resizie9tial Single Family 13 Ftesidential Multi-amity ‘, (I Commercial 0 Other , . • ' t ‘. Applicants Wade: -G. a r cn , li A fi i tiOne: 'qt PI — 1t00 re , - 1 Property Addtess or App ;ornate Location: A _ , Tax Lot Number . iooti000 06 'lir 141 St - isles/ (1-7. : / , , RECEIVED Legal Description(Attach Map and Legal Description if necessary): ' CITY OF TUKWILA 1 ' V. ',/' '-■ , / MAY 2 3 2006 ' - i PE d / f . 1 P rt B. (T B C I t S r A ) 1. 0 a. Sewer Service wil - provided by side seweiconhection only to a - 4 4 - ir size iewei , I feet , • $i the site and the sewer system has the c$ti to serve the apposed use. OR aa b. Sewer service will naquire an improvement to the sewer system of: - -/ 0 (1) i feet of sewer trunk or lateral to reach the site; and/or/ 0 (2) the coristruction of a collection system on the' site; and/or / , t • 121 (3) other (descr -Tn e_ssj ibe): th o / n f ineit puss', .i's t i Z (Must be completed 11 above is cheCked) M a The sewer system improvement is in conformance With a CoUnty approved sewer Comprehensive OR 0 b. The setr� improvement will require a sewer comprehansive plakzuriendinent ., 3. tp a. The prSposed Project is within the corporate limits of the oistrtcjor ti een prantliK1 Beitinelery Review Board approval for extension of service outside the D -, "/ - " • ORD b Aiii4ication or BRB approval will be necessary to provide ' , --;% fif ■ , \ tt t / • 4. Service is Subject to the folloWing: : PERMIT: $ • c 1 ' e - 4 d a. •Disttict Connection Charges due prior to connection: , " ' -,.- GFC: $ A ISFC- $ UNIT: $ 7 i TOTAL: $ 1 / 1 ' (Subject to Change on Januar", let ,j, wi .' - \ i l \ v c V 1 Kingieo'unty/LIETRO Capacity Charge:Currently, $4136.93/residenttal equivalent, will be billed 1 directly by King County after connectiorilo the sewer system. (Subject to Mange by King CO/Metro velthout notice.) \ i , , '/ `--, , ,. , 1 , 1 • ' ' 7 b. Easements 0 Required, . , ,pia May be Requimt , - : . 1 ) ' c. Other cis(' 9e-s 1" bC. ele-te.se ii-gin a kati" *Pere of eras, einakt , .., 1 „ c., \ - 7".., 2r, -wumairc TOWARD B R Enagotimeivr-"; er i SEWER DISTRICT BY CERTIFICATE OF SEINER AVAILABILITY/NON-AVAILABILITY II Certificate of Sewer Availability Y 4 ■••••• 1 herebtcertify that the above sewer agency information is true. This certfidation shill be v id forme yebr a . from ate of sig , .., i • n en ay& r ''"%c. "." r:' 4• ' .. • 4.--- Tide 14816 Unitary Road South P.O. Bo TuktellaM/A 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 OR 0 Certificate of Sewer Non-Availability 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 512,000.00 08/30/2004 #1 CBIC SF7678 09/01/2004 Until Cancelled 512,000.00 08/30/2004 Business Owner Information Name Role Effective Date Expiration Date SINGH, GURDIP PRESIDENT 08/20/2002 Look Up a Contractor, Electric; an or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries GeneraVSpecialty 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 /Ini/bbip /printer.aspx ?License= SIDHUHI980NO 06/22/2006 x x x x x x x x