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HomeMy WebLinkAboutPermit D06-231 - Santosh Construction - New HousePRASHER RESIDENCE 5216 S 142 ST D06 -231 Parcel No.: 1670400067 Address: 5216 S 142 ST TUKW Suite No: City_t Tukwila Tenant: Name: SANTOSH CONSTRUCTION Address: 5216 S 148 ST, TUKWILA WA doc: IBC - PERMIT Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: cttukwila.wa.us Owner: Name: JOYCE C H Address' 5216 S 142ND ST, SEATTLE WA, 98168 Phone: Contact Person: Name: VIJAY PRASHER Address: 16101 REDMOND WY, REDMOND WA, 98052 Phone: 425 802 -3666 Contractor: Name: SANTOSH CONSTRUCTION LLC Address: 16101 REDMOND WY, REDMOND WA 98052 Phone: 425 802 -3666 Contractor License No: SANTOCL941JQ DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF 4302 SF SFR WITH 423 SF ATTACHED GARAGE Exisiting Side Sewer connection. Roof downspouts to gravel area. Cut in right -of -way is 200 SF. Cut mitigation is $5.00 /SF. Power will be underground from pole on south side of S 142nd St. "continued on next page" Expiration Date:04 /18/2008 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -231 Issue Date: 08/04/2006 Permit Expires On: 01/31/2007 Value of Construction: $393,163.20 Fees Collected: $8,162.82 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 006 -231 Printed: 08-04-2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N doc: IBC - PERMIT City cue' 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 22 c.y. Fill 22 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y 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: Y Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -231 Issue Date: 08/04/2006 Permit Expires On: 01/31/2007 Permit Center Authorized Signature: If &1dA /i' L'/" Date: e- Y I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfor nce of work. I am authorized to sign and obtain this development permit. Signature: I 1 Q A Date: ic • 11- (}C Print Name: V0 P 7 JC O p - 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 -231 Printed: 08 -04 -2006 CtV r"Tt! " DC'_ t .:F: _C; DfENT 6 ,J ft . "NiLRCLVD. TUKWILA, WA 98188 1: ***BUILDING DEPARTMENT CONDITIONS*** • PERMIT CONDITIONS PERMIT CENTER Parcel No.: 1670400067 Permit Number: D06 -231 Address* 5216 S 142 ST TUKW Status: ISSUED Suite No: Applied Date: 06/16/2006 Tenant: SANTOSH CONSTRUCTION Issue Date: 08/04/2006 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. 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 doc: Conditions 006 -231 Printed: 08-04-2006 19: "'PUBLIC WORKS DEPARTMENT CONDITIONS "' 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 applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 23: Restore Right -of -way 1. Pavement restoration shall occur immediately following backfilling or when concrete is cured. 2. Ecept for winter or other weather conditions which prevent paving, complete paving, resurfacing, or facility replacement : • On principal arterial, major or collector street within 3 calendar days. • On other streets within 7 calendar days 3. For work prevented due to weather, • Provide a temporary patch. • Provide a construction schedule addressing means and methods to minimize traffic disruption and to complete work as quickly as possible. Work in ROW 1. When activity is unattended, Permittee shall install a sign with minimum two -inch letters stating Permittee or company name, and day and evening phone numbers. 2. Permittee shall install barricades, signs, warning lights, and safety devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until the obstruction is cleared and the right -of -way is restored. 3. Permittee shall at all times maintain access to fire stations, fire hydrants, fire escapes, and fire fighting equipment. 4. Permittee shall at all times maintain access to property adjoining excavation or site work. 5. Permittee shall preserve and protect all property adjoining excavation or site work. 6. Permittee shall restore disturbance to private and public property. 7. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed monuments and markers. 8. Install temporary sidewalk or curb ramp if permanent is blocked. 9. Cover open excavation with non -skid steel plates ramped to elevation of contiguous right of way surface 24: ***FIRE DEPARTMENT CONDITIONS*** doc: Conditions D06 -231 Printed: 08-04-2006 25: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 26: 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) 27: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building Is measured along the path of vehicular travel. (City Ordinance #2052) 28: The minimum fire flow and flow duration requirements for one- and two- family dwellings having a fire area which does not exceed 3,600 square feet (344.5 m2) shall be 1,000 gallons per minute (3785.4 L/min.). Fire flow and flow duration for dwellings having a fire area in excess of 3,600 square feet (344.5 m2) shall not be less than that specified in Table A- III -A -1. Exception: A reduction in required fire flow of 50 percent, as approved by the chief, is allowed when the building is provided with an approved automatic sprinkler system. (IFC Appendix B105.1)(1750 G.P.M.with 20 p.s.i. residual) 29: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 30: Adequate ground ladder access to rescue windows shall be provided. 31: ***ELECTRICAL*** - IFC - NFPA 70 - NEC 32: Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 33: Aboveground gas meters, regulators and piping exposed to vehicular damage due to proximity to alleys, driveways or parking areas shall be protected in an approved manner. (IFC Ch. 312, sec. 312.1 thru 312.3) 34: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 35: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions **continued on next page" 006 -231 Printed: 08-04 -2006 ` I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Conditions 1 D" Print Name: / j f} y I c-- f /- (1 Date: g_ Odi 006 -231 Printed: 08 -04 -2006 Site Address: Contact Person: E -Mail Address: CITY OF TUKWILA Community Development nlepartment Public Works Departme2) Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://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 • Mailing Address: King Co Assessor's Tax No.: /6 7 Q I f D 0 n (t 7 5a1t s0JJ 14gti.Sf, juCti,tt_A Tenant Name: Property Owners Name: S p . - M T 6 S H Cdt fit+^ &d. ta LI - C Mailing Address: As A-Lose_ • S PCn+ToS I-I C6111 Fvttth'o2. u e- Contractor Registration Number: SA-rrTO C.2.-19/14' Company Name: Mailing Address: Q:UpplicationsWomo-Appliwhau On Linet3-2006 - Permit Applieetion.doc Revised: 4-2006 bh Suite Number: Floor: City New Tenant: 0 .... Yes g(..No State Zip CQNTACTtERSQN Name: Vi, 4'3 Kit,. Day Telephone: 9 Zs - - fog- 9Ce id I DI ,toj9- 4 --- ' --j , c✓ Q _ y $di'l City State Zip E -Mail Address: Fax Number: GENERAL. CON'TRAC'TOR INFORMATION (Contractor tntormatiowtor Mechanical(pg 4) for Plumbing anti Gas Piping (pg 5J ).T Company Name: Mailing Address: /6/ o / 1 ..0 �l tra- - J (Jet -- 9 & City State Zap Vi jay • Day Telephone: 92$ $oj_i Fax Number: Expiration Date: C O S / 0 ARCHITECT .OFRECORD -rSll plans must be wet stamped by Architect of Record Pk Halt De SI,71 L c , City State Zip Contact Person: 57,0141 / S t+ / • Day Telephone: 9K- its 2 - 34 6 g E -Mail Address: Fax Number: ENGINEER OF RECORD - Ail plans mu" be wet stamped by Engineer of Record Company Name :: 24 ft_, r 7-4 eLCVeMA Ca u i t € *� �.9r t — f , . Mailing Address: '42 5 4-" 4( / J atad L. ii CJ - `!' e grit a -766J Contact Person: /,7rK et- Day Telephone: � 6 - y E -Mail Address: Fax Number: Page 1 of 6 Valuation of Project (contractor's bid price): $ 7- 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): /')Ctv S 1� he. t -e /y //d7+ -a a Cet-2 J J Will there be new rack storage? ❑ ..Yes (If yes, a separate permit and plan submittal will be required) rovide AS g Areasin Square Footage Below II 2" Floor 3 Floo Floors Basement Accessory Structute'r Attached Garage etached Garage Attached. Carport` Detached Carport Covered Deck Uncovered Deck Addition to Existing Structure 2719 I 2 3 YPe of . ,> C dnstruetion }rer1BC'. 5+r . eof Occupancyjier `. S It�►�k. r 4 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): /6 Floor area of principal dwelling: Z9 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 J..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers El _Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? . Yes ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quant and Material a ety Data Sheets. Q: ■ApplicationsWonns- Applications On LineU- 2006 - Permit Applieation.doe Revised: 0-2006 Q ,..None ❑ . Other (specify) SEPTIC SYSTEM: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION - 206 - 433 -0179 'Scope of Work (please provide detailed iksimation): Call before you Dig: 1- 800424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Wate istrict ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District Tukwila ❑...ValVue ❑...Sewer Use Certificate ❑... Sewer Availability Provided Submi with Application (mark boxes which apply): ivil Plans (Maximum Paper Size —22" x34 ") ❑ ...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 ` nConstruction/Excavation/Fill - Right-of-way / Non Right-of-way i ❑ ...Total Cut 50 cubic yards ❑ ...Total Fill 50 cubic yards ❑ ...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑...Frontage Improvements ❑...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Permanent Water Meter Size... ❑...Temporary Water Meter Size .. " ❑...Water Only Meter Size ❑...Sewer Main Extension Public _ Private ❑ ...Water Main Extension Public _ Private QMppliGdmaWorms- Applintion. On Lix04006 - Pnmit Applicadon.doc Revised: 4-2006 bit ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line rk.«i Cam h-t ch'" % ❑ .. Highline ❑ ...Renton ❑..Renton ❑...Seattle ❑ .. Approved Septic Plans Provided ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Deduct Water Meter Size ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding FINANCE INFORMATION / Fire Line Size at Property Line 8 Number of Public Fire Hydrant(s) Water Sewer EICSewage Treatment Monthly Service Billing to: Name: SM✓TO3 Cot —) ,n.e,kat, L-LC. Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: v.:A a t Day Telephone: City cm- tiyt- -Z 6 6(0. t u t - fl 6 .2 _ State Zip Day Telephone: city State Zip Page 3 of 6 Unit Type:. Qty Unit Typer , Qty -Unit Type: - Qty` Boiler /Compressor: Qty Fumace<I00K BTU i Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>IOOK 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/I,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 B reach dleek �f « o/ S. /7y 7vCt,ica Company Name: Mailing Address: Contact Person: E -Mail Address: J(M• City Day Telephone: Fax Number ih 'e h t' N A � i7 / e Expiration Date: 1212-916 7- Contractor Registration Number: p Valuation of Project (contractor's bid price): $ 9 06 C Scope of Work (please provide detailed information): LI eakt £ ) 5 . . j �Gi.J IF t t - State Zip 24, 2 9 s — 716 - 0 Use: Residential: New .... Replacement ....0 Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric 0 Gas... Other: Indicate type of mechanical work being installed and the quantity below: Q: Applications\Fmms- APpliwtiont On Line\- 2006 - Permit Application.doc Revised: 4-2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower 6 Dr fountain or water cooler (per head) Wash fountain Gas piping outlets 9 Bidet Food-waste grinder, commercial 1 ' Receptor, indirect waste Clothes washer, domestic I Floor drain Sinks S Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain , Lavatory 6 Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent I 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 PLUMBING AND GAS PIPING PERMIT INFORMATION -2O6-43147O PLUMBING AND GAS PIPING CO CTOR INFORMATION Rbs r 1,•••1 6/o7- /95 Company Name: Mailing Address: Contact Person: E-Mail Address: Contractor Registration Number: re t sr pa nog City Valuation of Project (contractor's bid price): $ 9S00 Scope of Work (please provide detailed information): 1 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: 5;4 L) 4 q 2 -90 State Zip Day Telephone: 924 '3 tic— WS Fax Number: Vii0 —5 -39 1 3 . Expiration Date: / /06/o6. 1Jc-iv cobil—ch-1 QAApplicationsWonns-Applications On LineU-2006 - Permit Application.doe Revised: 4-2006 bb Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not acceding 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 AUTHORIZE AGENT: /� � ��� S'r2(o O �P. Signature: (P/ r Date: Print Name: i rAe1 Jr / A -$iifr K- Day Telephone: Mailing Address: I fedr g Lu 7 1"+w/�'' 7 City LAP Date Application Expires: I Date Application Accepted: Q Application,Wmms- Application. On LineV -21106 - Remit Applicetion.doc Revised'. 4 -2006 bh Staff Ini ' Is: Page 6 of 6 i ACCOUNT ITEM LIST: Description Current Pmts doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1670400067 Permit Number: D06 -231 Address: 5216 S 142 ST TUKW Status: ISSUED Suite No: Applied Date: 06/16/2006 Applicant: SANTOSH CONSTRUCTION Issue Date: 08/04/2006 Receipt No.: R06-01199 Payment Amount: 3,000.00 Initials: LAW Payment Date: 08/07/2006 09:15 AM User ID: 1630 Balance: $0.00 Payee: SANTOSH CONSTRUCTION LLC TRANSACTION LIST: Type Method Description Amount Payment Check 5059 3,000.00 BUILDING BOND /DEPOSIT RECEIPT Account Code 000/386.908 3,000.00 Total: 3,000.00 8242 OB/07 9716 TOTAL 300 Printed: 08.07 -2006 ACCOUNT ITEM LIST: Description Current Pmts dos: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1670400067 Permit Number: D06 -231 Address: 5216 S 142 ST TUKW Status: APPROVED Suite No: Applied Date: 06/16/2006 Applicant: SANTOSH CONSTRUCTION Issue Date: Receipt No.: R06 -01190 Payment Amount: 5,785.80 Initials: BLH Payment Date: 08/04/2006 01:41 PM User ID: ADMIN Balance: 50.00 Payee: SANTOSH CONSTRUCTION LLC TRANSACTION LIST: Type Method Description Amount Payment Check 5060 5,785.80 BUILDING - RES PW LAND ALT PERMIT FEE PW PAVEMENT MITIGATION PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000/322.100 000/342.400 000/344.101 000/342.400 000/345.830 000/386.904 104.367.120 RECEIPT Account Code 3,272.34 23.50 1,000.00 100.00 100.00 4.50 1,285.46 Total: 5,785.80 8153 08/0; 9716 TOTAL 6246.58 Printed: NI-04-2006 RECEIPT NO: R06-00879 Initials: JEM User ID: 1165 Payee: SANTOSH CONSTRUCTION, LLC SET ID: S000000505 SET TRANSACTIONS: Set Member Amount M06 -130'' PG06 -067 TOTAL: City of Tukwila Department of Community Development 6300 Southcenter Boulevard. Suite #100 Tukwila, Washington 98188 Phone: 206-431 -3670 Fax: 206-431 -3665 2,377.02 38.70 91.50 2,507.22 TRANSACTION LIST: Type Method Description Payment Check 5031 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE SET RECEIPT TOTAL: Steven M. Mullet. Mayor Steve Lancaster, Director Payment Date: 06/16/2006 Total Payment: 2,50722 SET NAME: Tmp set/Initialized Activities Amount 2,507.22 2,507.22 Account Code Current Pmts 000/345.830 2,257.22 000/322.100 250.00 TOTAL: 2,507.22 65 06/16 1 710 TOTAL. 2507.2' Payee: YONG C. WU ACCOUNT ITEM LIST: Description City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000950 Address: 12234 46 AV S TUKW Suite No: Applicant: NGUYEN RESIDENCE Receipt No.: R06 -00842 Payment Amount: 580.00 Initials: 3EM Payment Date: 06/09/2006 12:56 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 366 580.00 PW PAVEMENT MITIGATION RECEIPT Account Code Current Pmts 000/344.101 580.00 Permit Number: D04 -231 Status: ISSUED Applied Date: 06/30/2004 Issue Date: 02/14/2005 Total: 580.00 6278 06/09 9716 TOTAL 580.00 doc: Receipt Printed: 06 -09 -2006 Project: Type of Inspection: / v Address: _S12/6. S / / Date Called: Special Instructions: Date Wanted: % ." ^ O a.m Requester: Phone No: 4/75 -,°� 7-' GC INSPECT ' N NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Receipt No.: SPECTION RECORD Retain a copy with permit F \ ROIVAV 94 \NN Date:: 7 c I} � tL t w /le I ! n I- c/ .00 REINSPECTIONI;EE REQUIRE/Prior o inspection. fee must be paid at 6300 Southcent Blvd.. Suite 00. Call the schedule reinspection. 'Date: z.)9‘ - ?5/ COMMENTS: 1 II 07 F/7 FA t; Address: 5 ,, .c,/ )`O _s-e- Date Called: O 6 /a 7 47 1 ' () 1-1-)An T L r I Afr t--1 Date Wanted: a& / ak / o7 - a.m. p • Requester: yr 6 (15/0 f (4 (Ur - t,. Phone-NO \ Q - ya5' - '6g -. A _ (0(IWlv7 •(i W`�L Cyr 0- Ksf/Lt,l , / y ,t.tn 11 h-)7 114 l , >. 6/7 it-4 g(1r . 31 X?. no o C Project: 5( h Type of Inspection: f? A) Fna-P Address: 5 ,, .c,/ )`O _s-e- Date Called: O 6 /a 7 47 1 Special Instructions: , Date Wanted: a& / ak / o7 - a.m. p • Requester: yr � . Phone-NO \ Q - ya5' - '6g -. A _ pc5 39 5 1 A 55$ fa INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 ❑ Correctidns �ecjuired p?ior to / � 1 Inspector: :; J (Date: daN/ 7 El $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: 2- 2 K AL-06Y A 36 0 -„)L-6 Project: 5 Type of Inspe io v / -20(/ / (7r / tif _ Add s: aa2 /4S /v /z 57/ Date Called: Special Instructions: Date Wanted: a.m. -' - 7 - 0 7 CT,'' Requester: Phone No: 7i} INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. COMMENTS: Insp ctor: Dat : I Rec ` ipt No.: 00 REINSPECTION F REQUIRED rior o inspection. fee must be id at 6300 Southcenter :lvd., Suite 1 0. Cal the schedule reinspection. 'Date: 0 INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Project: --- /94/ 7- 05 1 , 1 ( Type ofln�pection• t-. i` /Cd .1 ti S_ Address: Sc2 /6 5 /Y2 S 1 Date Called: Special Instructions: Date Wanted: a.m. G, — 7-07 0 -537 Requester: Phu �2i4O2` ? 6Z SPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER )431 -347 OMMENTS: Approved per applicable codes. Corrections required prior to approval. Inspe . 41 fir 00 REINSPECTION E REQUIRED. P or o inspection, fee must be id at 6300 Southcenter Blvd., Suite 100 Call the schedule reinspection. 'Receipt No.: (Date: Project A 7 A Typ i / ectio #, c7� ✓ /I Address: Date Called: ®69 Special Instructions: Date Wanted; ^� l " 7-67 p.m. Requester: Phone No: ly, INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3 COMMENTS: Date: 7— 2- 6_07 proved per applicable codes. Corrections required prior to approval. $58.00 REINSPgC'fION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 outhcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: 'Date: '-+ Project: / m c4A/ /c A (M5 /nu %tl'+l/ Type of Inspection: /c/147/ j ?r14fl''f/ Address: - ta /6 s /92 sI Date Called: Special Instructions: Date Wanted: / —/ 7 -O"] /''�` 'Jy P.m. •equester: Phone No: 4 92 5 — g02 3644. /7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,Od6-Z3/ y /I Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: a 1 Col, Date: J-17-,07 $98.00 REINSPF„Q'fION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 uthcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Pro' ct: S ' t /fvs A £v .t/s -I. of Inspection: Type o j/ )ar 4 r• rA, - Address: , .Z /GS /y2 Date Called: Special Instructions: Date Wanted: —/ 7-0 7 a.l p.m. Requester: Phone No 925 -3 4 6 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 COMMENTS: (Date: ❑ Corrections required prior to approval. r $58.00 REINSP TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 outhcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pro$ct: , 5.9 •v /nsh &nit 5-/f'W Type of Inspection: LM} /=ioo 2 `.. 21c Address: sa /c. s /L/2 s-/ Date Called: / P/' -714( O6.//7141 OJos /hs .i �a 7`, Special Instructions: L I e /a;nnT or O/rt -i Date Wanted: /—/ 7-0 7 La.m,. P.m. Requester: Phone No: //_5 -2)a 2 - 36 C Approved per applicable codes. corrections required prior to approval. COMMENTS: / P/' -714( O6.//7141 OJos /hs .i �a 7`, L I e /a;nnT or O/rt -i 7 C7pn ? cm, hind A INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t)p( -23 / Date: —C 7 D $58.00 REIr CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: J S' 9 N �QS 4j (2045 4, r 7 v Type of Inspection:. `eA ry /, / L \, Address: 52 /G 5 /4/2 5 Date Called: Special Instructions: // / /. Date Wanted: / — S — 0 7 a.m. p.m. Requester: Phone No: 925 -Sea -3 4 t INSPECTION RECORD Retain a copy with permit PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 0. COMMENTS: Approved per applicable codes. ❑ Corrections required prior to approval. Cl $58.6 tINSPECTIO IF1EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Date: COMMENTS: ) / �6 1 pipe, � lS�71 n.�y a . Type of Inspection: " 6, ( ea. / - d y�ontiA.s. th H f ,� y � 0 he # /nit �nla a '7" re In, t,5eti 7) G // k / � O -st /.//iS ...././..; .. n'. Uz•// AL. 1-14- !,J'r/17 4 S(G/ /_ j h 7.h .C/.orrr 1 n;'Si-S� D �) ( Pre /4.f/� - - - -.I j' •/7 - , . f 1 1 /4 `7) J t' ct.•// ,c/ rn.' ct r L, 40/J -- S 04,-4 r.ii /.0 �j Y'. S s o // 2 amyl "..40...,,i- y7 4/i // v,/ S) P .7k-4 br d ft* d., t r! Project: S:44/ 5 h a us4'n4 t/ Type of Inspection: " N. Address: 5.2 /C s /Ye s-" Date Called: Special Instructions: Date Wanted: . /— 9— O 7 Cliff.: p.m• Requester: Phone No: «2 S - 5d2 3 4 6 G INSPECTIOAN0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. r.tlf DO 2S/ (206)431.36 TO Corrections required prior to approval. fl $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to sechedule reinspection. (Receipt No.: IDate: Project. I Type of Inspe ion: /',L/ 4 1� 5 h ��� / Addr : S 7 / �� atB d: D CSfl Speciarinstructions: Date Wanted U / G/ a.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431 -3q7 COMMENTS: Inspector: Approved per applicable codes. Corrections required prior to approval. JJ $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: 'Date: Project: / �"� �-- Type Insp�tion: / 4 6/2 7 . in-- c H C c�flZr S Address: 57 /a s,_ ivZd Date Called: Special Instructions: Date Wanted: , /2,' " �4 �l fm. Requester: Phone No: y2 44Zr7aa pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20•)431:3 7 COMMENTS: El Corrections required prior to approval. $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project„..: I `!L Type of In // V /A/ G Address Sz4 / 7 - �4"tt ate Calle3: Special Instructions: Date Wanted: 2r Vi -04 (a�.m�. t RequestEr: Phone No: I0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6 ) B�(I Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 1 $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: .SAn/ roy/S 7 1 ip),Nfvorl/ Type of Inspection: \ SLJ /A /Li,) // Address: S.2/ 5 / /2 - s7 Date Called: 3, / / -1 6 / .,,-, .-,, ,-4 i can vim, Special Instruction : y , /Ji/ / The.�.r#t to -01,-e �' /� ,c' / / // Date Wanted: jive -t „Jae' '7 4 ,4 a.m. 4J /t Requester: / � alir 41 4,44n eta0 ckinutr !"Pic' i Phone No: 925 - e42- 6 G Approved per applicable codes. Corrections required prior to approval. COMMENTS: _ 1 sr/ F d /o/ - /,h .a,,4- J U, , .,(, 6,A F/,/ ' -e ,/1 /n, eil 2) // Th e7 -e- %e te 40' // / nii M r S./ Ci/n i A ,4,71-- ,„ 3, / / -1 6 / .,,-, .-,, ,-4 i can vim, ✓ec 4 P O ISEI // y , /Ji/ / The.�.r#t to -01,-e �' /� ,c' / C 1/41 fry I ‘ / n, K....l i t� 5) 44 iii- ilr-thi S - t,, / L'/' sty / jive -t „Jae' '7 4 ,4 4J /t j I 1 /! t d/ !. / � alir 41 4,44n eta0 ckinutr !"Pic' i Inspector: ✓ ,i7/., . A ., • ate: lz4/ — INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM •. CITY OF TUKWILA BUILDING DIVISION 4 , a 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ; ❑ $58.00 REINSPECT! 6N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 7 COMMENTS: ( 0 i4i-5. i,1/rfr I., /fit 4/ N /-> t to ( /,e 74 u (1/ 7 1/4 / A ant, / /9.0 r/ /9 5 M 4 /y ti /.t /Af n/ Date Called: Special Instructions: Date Wanted: /1- /3 -d G p.m. Requester: Phone No: Project: S ,7,t f�A ( Type of Inspection: G L 4Z/A/ Address: 502 /to S yl st Date Called: Special Instructions: Date Wanted: /1- /3 -d G p.m. Requester: Phone No: 6 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 P (206)431 -3 Corrections required prior to approval. Ins Date: /Z - / 3 ri 8.00 REINSPECTION )EE REQUIRE‘Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: J�Nt'�l Type of Inspection: t" 't v �th. S Addre 4 1 L L IL l i Date Called: ' C � L 2 I Special Instructions: v Date Wanted I / Z n /J( a.m. p.m. Requester: Phone No: 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-'6 El Corrections required prior to approval. COMMENTS: (a N St n v V,l 2Y) -c-01 -{-o clfi JtC A4 .� cf 5 » J 27/1 yiloM< Inspector: (/l I a t / 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: 5C3 kite -53k Type of Inspection: 5 5 Addr5 '(' S 19 r l Date Called: 1 Z S J C. Special Instructions: Date Wanted: a.m. C U�o P.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit D6-2-11 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Approved per applicable codes. Inspector: Corrections required prior to approval. COMMENTS: 14 `7 /a C, 1 iln,5 4- 17J C �itiDn+n I �i> 0- 11) 6 «5 011, l UK r N o 6-1 atAxl' 64) Date: 12, 3,4 pi $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: S7eh "InA ' .ti Type of Inspection: / / /Neat .v Address: Date Called: Special Instructions: Date Wanted: /- z 5 C•?‘ a • Requester: Phone No: INSPECTION RECORD Retain a copy with permit INS' CTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. orrections required prior to approval. .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be p at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: - ✓ - «- Project: Sit -NOS S► � / ( four-Sir. Type of Inspection: V 742/4 i/ Shfi4 !h /AA Address: c 27 ' / /2s—/ Date Called: Special Instructions: Date Wanted: a. . Jo 2.5 -0 �n Requester: Phone No: Y2.5 - so 2 -366C 7 INSPECTION RECORD Retain a copy with permit bo LZ 3 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)41 670 PERMIT NO. 51 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Insp IDate: /(J - 2 /� 0 $j: .00 REINSPECTION ijEE REQUIRp3rior to inspection, fee must be id at 6300 Southcentt"r Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: , " �. - QtAi Project: SPIN -/OS. M-t/S -/ Type of Inspection: `" ,.$//PA -r✓n /I24) //i Address: S.2/ S /z/i 5/ Date Called: Special Instructions: Date Wanted: /o — zt, - a C, a.m. = Requester: Phone No: 9 >> Rai Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT N INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)¢3 -3670 { � + El Corrections required prior to approval. COMMENTS: , 4 fl i Cr !Date: iv -?s -o4 8.00 REINSPECtION FEE RE IRED. Prior to inspection, fee must be aid at 6300 Soutl{center Bl , Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: PType 9A/ - 10.117 ' al& Orie '.,,l, of Inspection: s *04 „ wti 01/4/ i, n Address: 62/G 5' /`/2s — / Date Called: Special Instructions: Date Wanted: a.m. /G - 2- `/- q ‘.. rat Requester: Phone No: y - 3K.6 C- Approved per applicable codes. M Corrections required prior to approval. ` ^C COMMENTS: S->' f -4 VU A- Y7 // / /1/1) F N rht, .0,4 A y" / se /4f tet Inspe.to Date: - Z f f' INSPECTION RECORD INSPE ON NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 3670 .BUG -23 PERMIT NO 8.00 REINSPECTION lfE REQUIRED or to inspection, fee must be aid at 6300 Southcenter Blvd., Sui 100. Call to sechedule reinspection. Receipt No.: Date: Project:: / r 5 �S4 Type of Inspection* _ ,/ V eQ /�.I'� 740.2S- Addres : � 2 7.4 �^ .e/ "7 Date Called: L/ J Special Instructions: " Date Wanted • 70 Requester: Phone No: INSPE ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2P6)431 -367 INSPECTION RECORD Retain a copy with permit COMMENTS: Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTI017FEE'REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: 'Date: PERMIT NO. Project: c Type of Inspection: /:---4.9.47,„1 /:---4.9.47,„1 , . �'� 0c 4 Address: c __2}/ /y2-7, a Called: Et 5 J Spe Instructions: DaNWante : i /0 — CL Requester: Phone No: INSPECTIO- NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. 0 Corrections required prior to approval. ri $58.bt>REINSPECTION FEEJkEQUIRED. 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 Project: 5antosb COn.str. Type of Inspection: irl -V '+ration -f rerch /SD Address: 5216 S Pa St Date Called: q -21-06 Special Instructions: Date Wanted:et- 2 2- - 06 a.m p.m. Requester: Ri to y P rasher Phone No: x} 25- 80 2-36 66 S0 D06 -231 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 517406 -T t/Mark fthitA4Aci M---,< or( f1.1(y) c( 'Gt ~fJi Tj , r Q^ 1}e 6 t Inspector: Gk (Date: 9)2ij1 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: Proje t: a- o c Type of Inspection: �+_ Ad*ls'� S. I4Livn Sr V J/ Date Called: 9 /J / LI /oL S■.... L1 11 r -e., i cam To P on t,r.,v l j Special Instructions: Date Wanted: 9 / LZ / a.m. p m. Reque ;ter: Phone No: INSPECTION RECORD Retain a copy with permit 231 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: S A 1 (Date: 9±1-2/ 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: per applicable codes. ❑ Corrections required prior to approval. COMMENTS: S■.... L1 11 r -e., i cam To P on t,r.,v l j 0. 5 . (- e,�,-e . 1L, , , 4 , ) , 6 , . C L 1 " ) cM p i,,,. � St t( / , j Q r cL Tnia., -rf, INSPECTION RECORD Retain a copy with permit 231 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspector: S A 1 (Date: 9±1-2/ 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: .5.1 /05 < 6a1, t 7 Type of Inspection: 2407 roam, / A- Address: SZS so /yZne/ Date Called: Special Instructions: Date Wanted: ,—"CZ /,—"C a.m P.m. Requester: Phone No: Project: � /' / .. 4 C.- 052, c/- � H / Type of Inspection: - leo .-.9.--. 4I) Date Called: Address. • 5 5- /92 Special Instructions: '��t/" tC, 7a / s e a o Date Wanted: Requester:, h Phone No: INSPECftON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 gC Approved per applicable codes. MENTS: INSPECTION RECORD Retain a copy with permit PE (206)431 -3 El Corrections required prior to approval. $5 a 6300 Southcenter Blvd., 5�1 0 Call to fee be Receipt No.: Date: Project: / L / / / ne c,cwT6ts /7 ( ,vs ,/Oit/ Type of Inspection: , a I=OTirt.ein-bart✓'WA Address: / 6 S iv 2 s Date Called: Special Instructions: Date Wanted: 9 - - s -C7G P.m. Requester: a „ Phone No: . n6- 7 i0 - /-' _ '7 Approved per applicable codes. !Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 K Corrections required prior to approval. t , F fl $58. r r REINSPECTIOtt F t REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (206)431 -36 i COMMENTS: /3 N0 si {.� �A flg4l -ice! !Date: Project: So /n4, t m, ft Type of Ins ection: `I n,7 -,�j Address: . C7�6 -se IH ,.., Date Called: Special Instructions: Date Wanted: 21-o4 (I Requester: Phone No: ri g Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit �� . INSPECT! N NO. CITY OF TUKWILA BUILDING DIVISION t j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0.4 7 El Corrections required prior to approval. $58.0b 1fEINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S., Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same Par cupr pr Structural Calculations: fNew Residence Located at 5216 53rd Avenue S.,'Tulcwila, WA (Vijay Presher) June 15, 2Q06 CODE COMPLIANCE �t nnnn ,v f ` JUL 1 4 2006 i J Ci Of Tukwila 6UILDTn!r MI /rSION EXPIRES: 4/241 07 . } As— jiW C- RECEIVED CCTV OF JUN 1 6 2006 PERMIT CENTER PWZ3 presher02B.wsr COMPANY STORY INFORMATION Ceiling Level 2 Level 1 Foundation BLOCK INFORMATION Block'Block 1 2 Stories Location[ft]: 0.00 North Extent[ft]: 30.00 Ridge Loc[ft]: 0.00 Ridge Elev[ft]: 17.90 BLOCK INFORMATION Block:Block 2 Location[ft]: Extent[ft]: Ridge Loc[ft]: Ridge Elev[ft]: BLOCK INFORMATION Block:Block 3 Location[ft]: Extent[ft]: Ridge Loc[ft]: Ridge Elev[ft]; Elevation!f i 23.50 13.67 2.83 2.00 6.00 10.00 6.00 3.75 0.00 13.50 0.00 16.69 F166E /Ceiling Wall Building Depth[in] Height[ft] Mass[lbs] 10.0" 10.0" 10.0" South East West 2 Stories North South East West 2 Stories North South East West 2 Ext SS incl. 05 7/16 Vert 8d Nail 3 Ext S5 incl. 05d ?.Vert ? Nail 4 Both SS incl. 066 7/16 Vert 8d Nail Notes: W66dWbrka0 Shearwalls 2002 STRUCTURAL 9.00 10.00 Totals: PROJECT DATA • 57743 54833 112575 7429 3829 11258 ROOF PANELS Overhang Mass Type Slope [ft] (lbs] Side 30.0 1.00 O Side 30.0 1.00 0 Gable 90.0 0.33 5548 Hip 60.0 0.33 0 ROOF PANELS Overhang Mass Type Slope [ft] (lbs] Side 8.1 1.00 0 Side 8.1 1.00 0 Gable 90.0 0.56 985 Gable 90:0 1.00 - 985 ROOF PANELS Overhang Mass Type Slope [ft] [lbs] Side 30.0 1.00 0 Side 30.0 1.00 0 Hip 70.0 0.21 0 Gable 90.0 0.21 4940 Jun. 14, 2006 11:05:22 Story Shear[ibs] DESIGN SETTINGS Design Code: IBC Wind Capacity Increase: Shear = 1.40; CSC Panels - 1.50; Withdrawal - 1.60 Wind: sheathing Capacities are added together Seismic: Use greater of strongest or twice weakest sheathing capacities. Seismic Load Reduction Factor = 0.70 Shearwall Relative Rigidities based on Flexible Design Holddown Forces based on Applied Force Max Shearwall Offset: Plan = 4.00'; Elevation - 1.67'; Height to Width Ratio - 3.50 SITE INFORMATION IBC Occupancy: Category I; ASCE Equivalent - Category II WIND: ASCE -7 98 General analytic method for all buildings Design wind speed = 100mph; Exposure C; Enclosed building SEISMIC: ASCE -7 98 Equivalent Lateral Force Procedure Use Group I; Seismic Design Category D; Site profile class D Spectral response accelerations S1 - 0.400g, Ss - 0.750g Fundamental period 'r: T used = 0.2009; Abpr0ximate Ta - 0.2009; Maximum T - 0.3396 Reliabiliy factor rho = 1.00; Response modification factor R - 6.00 MATERIALS by WALL GROUP Wall Sheathing [in] Fasteners: Spacing[in] Framing Members [in] Apply Grp Surf Material Thickness Or Size Type Edge Field Blkg Species G Spacing Notes 1 Both SS incl. 050 7/16 Vert 8d Nail 2 6 yes Hem -Fir 0.43 24 1,2 4 6 yes Hem -Fir 0.43 24 1 ? ? yes Hem -Fir 0.43 ? 4 6 yes Hem -Fir 0.43 24 1 1. Capacity has beer educed according to IBC specific gravity adjustment. 77 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN presher0213.wsw level %d,1 of 2 WoodWorks®Shearwa0s 2002 June 14, 2008 11:10:34 _ _0' -- -- - .- - - - --. — _. -5' -10' - - 15' -15' -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' TG WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN presher026.wsw level 164.2 of 2 I -1 A -1 WoodWorks® 8hearwalls 2002 E -1 G1. N B-1 N 0? A -2 June 14, 2006 11:10:34 -15' -15' -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' 80' 75' T0' - 65' 45' - —48' - 30' - —20' 15' - - 10' 5' WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN presher02B.wsw level %d 1 012 _588 14 144 $444}1141414414411111!41111 WoodWorks® Shearwalls 2002 C8C27.8/34i3 Q C24.1/29.7C8027.7/34.2 cX itiitt [LtDitlttttIttftHftt'.ItHtt 130.9 130.9 130.9 -15' -10' -5' 0' 5' 10' 15' 20' 25' 30' 35' 40' 45' 50 June 14, 2006 11:10:34 80' 75' 70' 85' 25' - - - 10' - s — 0' -5' 60' 65' 70' presher02B.wsw level %d,2 of WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 35.6 -2344 WoodWorks® Bhearwdls 2002 234 -15' -10' 5 0' 5' 10' 15' 20' 25' 2i15637 X93 2125 2125 -26 i- 51 rnr June 14, 2006 11:10:34 — -ea 75! - - - - ....... : - 70' 40' 45' 50' 55' 60' 65' 70' Block 1 N Wall North 2 27.8 34.3 Block 1 E Wall East 1 27.8 34.3 Block 1 E Wall East 2 27.8 34.3 BloCk 1 S Wall SOuth 1 27.8 34.3 Block 1 S Wall South 2 27.8 34.3 Block 1 W Wall West 1 27.8 34.3 Block 1 W Wall West 2 27.8 34.3 Block 2 N Wall - North 1 24.1 29.7 Block 2 N Wall North 2 24.1 29.7 B1OCk 2 S Wall SOuth 1 24.1 29.7 Block 2 S Wall South 2 24.1 29.7 Block 3 N Wall North 1 27.7 34.2 Block 3 N Wall North 2 27.7 34.2 Block 3 E Wall East 1 27.7 34.2 Block 3 E Wall East 2 27.7 34.2 Block 3 S wall South 1 27.7 34.2 Block 3 S Wall South 2 27.7 34.2 Block 3 W Wall West 1 27.7 34.2 Block 3 w wall West 2 27.7 34.2 BUILDING MASSES Name Shear Level Profile Tributary Location[ft] Magnitude Line Width[ft] From To [lbs,plf,psf] Wall I -1 I 1 Line 0.00 30.00 100.0 Wall 2 -1 2 1 Line 0.00 6.00 100.0 Wall A -1 A 1 Line 0.00 30.00 100.0 Wall 1 -1 1 1 Line 0.00 62.00 100.0 Wall H -1 H 1 Line 30.00 40.00 100.0 Wall B -1 B 1 Line 30.00 40.00 100.0 Wall H -2 H 1 Line 40.00 53.50 100.0 wall 4 -1 4 1 Line 0.00 58.50 100.0 Wall A -2 A 1 Line 40.00 53.50 100.0 Wall 3 -1 3 1 Line 0.00 6.00 100.0 Wall 2 -3 2 1 Line 58.50 62.00 100.0 Floor D1 -E 3 1 Line 0.00 6.00 67.5 Floor D1 -W 4 1 Line 0.00 6.00 67.5 Floor 02 -E 1 1 Line 6.00 58.50 267.5 Floor D2 -W 4 1 Line 6.00 58.50 267.5 Floor D3 -E 1 1 Line 58.50 62.00 150.0 Floor D3 -W 2 1 Line 58.50 62.00 150.0 Floor D4-E 1 1 Line 0.00 6.00 150.0 Floor D4 -W 2 1 Line 0.00 6.00 150.0 Floor D1 -S A 1 Line 0.00 30.00 310.0 Floor Dl -N I 1 Line 0.00 30.00 310.0 Floor D2-S B 1 Line 30.00 40.00 262.5 Floor D2 -N H 1 Line 30.00 40.00 262.5 Floor 03 -S A 1 Line 40.00 53.50 292.5 Floor 03 -N H 1 Line 40.00 53.50 292.5 Wall I -1 I 2 Line 0.00 30.00 90.0 Wall 2 -1 2 2 Line 0.00 6.00 90.0 Wall A -1 A 2 Line 0.00 30.00 90.0 wall 1 -1 1 2 Line 0.00 62.00 90.0 Wall H -1 H 2 Line 30.00 40.00 90.0 Wall B -1 B 2 Line 30.00 40.00 90.0 Wall H -2 H 2 Line 40.00 53.50 90.0 Wall 4 -1 4 2 Line 0.00 58.50 90.0 Wall A -2 A 2 Line 40.00 53.50 90.0 Wall 3 -1 3 2 Line 0.00 6.00 90.0 Wall 2 -3 2 2 Line 58.50 62.00 90.0 Block 1 N Roof I 2 Line -0.33 30.33 320.0 Block 1 E Roof 2 2• Line -1.00 63.00 153.3 Block 1 S Roof A 2 Line -0.33 30.33 320.0 Block 1 W Roof 1 2 Line -1.00 63.00 153.3 BlOCk 1 E Gable -6 2 2 Line 0.00 31.00 0.0 -179.0 Block 1 E Gable -N 2 2 Line 31.00 62.00 179.0 -0.0 Block 2 N Roof H 2 Line 29.00 40.56 272.5 Block 2 E Roof 3 2 Line 5.00 59.50 55.6 Block 2 S Roof B 2 Line 29.00 40.56 272.5 Block 2 W Roof 2 2 Line 5.00 59.50 60.0 Block 2 E Gable-5 3 2 Line 6.00 32.25 0.0 -37.5 Block 2 E Gable -N 3 2 Line 32.25 58.50 37.5 -0.0 3/ 5J BlOdk 1 S Wall South 2 Lint Block 1 S Wall South 2 Line Block 1 S Roof South 2 Line Block 1 S Roof South 2 Line Block 1 S Roof South 2 Line Block 1 S Roof South 2 Line Block 1 W Wall West 1 Line Block 1 W Wall West 1 Line Block 1 N Wall West 2 Line BlOCk 1 W Wall West 2 Line Block 1 W Roof West 2 Line Block 1 W Roof West 2 Line B1OCk 1 W ROOF West 2 Line Block 1 W Roof West 2 Line Block 2 N Wall North 1 Line Block 2 N Wall North 1 Line Block 2 N Wall North 2 Line Block 2 N Wall North 2 Line Block 2 N Roof North 2 Line Block 2 N Roof North 2 Line Block 2 E Wall East 2 Line Block 2 E Wall East 2 Line Block 2 E Wall East 2 Line Block 2 E Nall East 2 Line BlOCk 2 S Wall South 1 Line Block 2 $ Wall South 1 Line Block 2 S Nall South 2 Line Block 2 S Nall South 2 Line Block 2 S Roof South 2 Line Block 2 S Roof South 2 Line B1otk 2 W Wall west 2 Line Block 2 W Wall West 2 Line Block 2 W Wall West 2 Line Block 2 W Wall west 2 Line Block 3 N Wall North 1 Line Block 3 N Wall North 1 Line Block 3 N Wall North 2 Line Block 3 N Wall North 2 Line Block 3 N Roof North 2 Line Block 3 N Roof North 2 Line Block 3 N Roof North 2 Line Block 3 N Roof North 2 Line Block 3 E Wall East 1 Line Block 3 E Wall East 1 Line Block 3 E Wall East 2 Line Block 3 E Wall East 2 Line Block 3 E Roof East 2 Line Block 3 E Roof East 2 Line Block 3 E Roof East 2 Line Block 3 E Roof East 2 Line Block 3 S Wall South 1 Line Block 3 S Wall South 1 Line Block 3 S Wall South 2 Line Block 3 S Wall South 2 Line Block 3 S ROOF SOuth 2 Line Block 3 S Roof South 2 Line Block 3 S Roof South 2 Line Block 3 S Roof South 2 Line Block 3 N Wall West 1 Line Block 3 W Wall West 1 Line Block 3 W Wall West 2 Line Block 3 W Nall West 2 Line Block 3 N Wall West 2 Line BloCk 3 W Wall West 2 Line Block 3 W Wall West 2 Line Block 3 W Wall West 2 Line WIND C&C LOADS Name Building Level Magnitude [psfj Face Interior End Zone BloCk 1 N Wall North 1 27.8 34.3 0.00 30.00 72.1 Windward 0.00 30.00 29.2 Leeward - 0.33 10.33 0.0 -204.7 Leeward - 0.33 10.33 0.0 -68.2 Windward 10.33 30.33 204.7 Leeward 10.33 30.33 68.2 Windward 0.00 62.00 130.9 Windward 0.00 62.00 95.4 Leeward 0.00 62.00 72.1 Windward 0.00 62.00 49.3 Leeward - 1.00 31.00 0.0 -204.7 Leeward -1.00 31.00 0.0 -204.7 Windward 31.00 63.00 204.7 -0.0 Leeward 31.00 63.00 204.7 -0.0 Windward 30.00 40.00 130.9 Windward 30.00 40.00 36.2 Leeward 30.00 40.00 72.1 Windward 30.00 40.00 18.7 Leeward 29.00 40.56 32.3 Leeward 29.00 40.56 -59.6 Windward 6.00 32.25 0.0 -32.9 Leeward 6.00 32.25 0.0 -52.3 Windward 32.25 58.50 32.9 -0.0 Leeward 32.25 58.50 52.3 -0.0 Windward 30.00 40.00 130.9 Windward 30.00 40.00 36.2 Leeward 30.00 40.00 72.1 Windward 30.00 40.00 18.7 Leeward 29.00 40.56 32.3 Leeward 29.00 40.56 -59.6 Windward 6.00 32.25 0.0 -32.9 Leeward 6.00 32.25 0.0 -52.3 windward 32.25 58.50 32.9 -0.0 Leeward 32.25 58.50 52.3 -0.0 Windward 40.00 53.50 130.9 Windward 40.00 53.50 38.0 Leeward 40.00 53.50 72.1 Windward 40.00 53.50 19.6 Leeward 39.79 47.35 64.3 Windward 39.79 47.35 192.9 Leeward 47.35 53.71 192.9 -0.0 Leeward 47.35. 53.71 64.3 -0.0 Windward 0.00 58.50 130.9 Windward 0.00 58.50 95.1 Leeward 0.00 58.50 72.1 Windward 0.00 58.50 49.1 Leeward -1.00 29.25 0.0 -192.9 Leeward - 1.00 29.25 0.0 -225.1 Windward 29.25 59.50 192.9 -0.0 Leeward 29.25 59.50 225.1 -0.0 Windward 40.00 53.50 130.9 Windward 40.00 53.50 38.0 Leeward 40.00 53.50 72.1 Windward 40.00 53.50 19.6 Leeward 39.79 47.35 64.3 windward 39.79 47.35 192.9 Leeward 47.35 53.71 192.9 -0.0 Leeward 47.35 53.71 64.3 -0.0 Windward 0.00 6.00 130.9 Windward 0.00 6.00 95.1 Leeward 0.00 6.00 72.1 Windward 0.00 6.00 49.1 Leeward 0.00 29.25 0.0 -155.4 Leeward 0.00 29.25 0.0 -246.8 Windward 29.25. 58.50 155.4 -0.0 Leeward 29.25 58.50 246.8 -0.0 Windward 4 /,, Block 2 W Gable -5 2 Block 2 W Gable -N 2 Block 3 N Roof H Block 3 E Roof 4 Block 3 S Roof A Block 3 W Roof 3 Block 3 W Gable -S 3 Block 3 W Gable -N 3 SEISMIC LOADS Name SOuth 1 South 2 South 3 South 4 South 5 South 6 South 7 West 1 West 2 West 3 West 4 West 5 west 6 West 7 South 1 South 2 South 3 South 4 South 5 South 6 South 7 SOuth 8 South 9 South 10 South 11 South 12 South 13 West 1 West 2 West 3 West 4 West 5 West 6 west 7 West 8 west 9 West 10 West 11 West 12 West 13 West 14 SHEAR RESULTS Line Lett Wall Grp. 1 1 2 2 2 2 1 2 2 2 3 1 4 2 2 '4 1 2 by SHEARLINE Wind Total Dir. FHS Both 50.00 BOth 47.00 Both 31.50 Both 34.00 BOth 6.00 Both 6.00 Both 53.00 2 Line 2 Line 2 Line 2 Line 2 Line 2 Line 2 Line 2 Line Building Lev Profile Face SOuth 1 South 1 South 1 South 1 South 1 South 1 South 1 West 1 West 1 west 1 West 1 West 1 west 1 West 1 South 2 South 2 South 2 South 2 SOuth 2 South 2 South 2 SOuth 2 South 2 South 2 South 2 South 2 South 2 West 2 Nest 2 West 2 Pleat 2 West 2 West 2 West 2 West 2 West 2 West 2 West 2 West 2 West 2 West 2 Line Point Line Point Line Point Point Line Point Line Point Line Point Point Line Line Point Line Line Point Line Line Line Point Line Line Point Line Point Line Line Point Line Line Line Line Point Line Line Line Point WIND DESIGN FLEXIBLt DIAPHRAGM DESIGN Cumulative Shear FOtCe V[lbs] Unit V /FHS[plf] 7218 116.4 144.4 4406 71.1 93.7 9486 153.0 301.1 5838 94.2 171.7 4572 78.2 762.0 2596 44.4 432.7 2848 48.7 53.7 6.00 32.25 0.0 -37.5 32.25 58.50 37.5 -0.0 39.79 53.71 302.5 -1.00 59.50 69.6 39.79 53.71 302.5 -1.00 59.50 69.6 0.00 29.25 0.0 -168.9 29.25 58.50 168.9 -0.0 Location[ft] Magnitude From To [lbs,plf,psf] 0.00 30.00 39.6 0.00 0.00 288 30.00 40.00 34.9 30.00 30.00 44 40.00 53.50 37.9 40.00 40.00 28 53.50 53.50 272 0.00 6.00 39.8 0.00 0.00 202 6.00 58.50 35.4 6.00 6.00 46 58.50 62.00 24.0 58.50 58.50 109 62.00 62.00 139 -0.33 0.00 57.6 0.00 29.00 65.7 0.00 0.00 251 29.00 30.00 114.8 30.00 30.33 114.8 30.00 30.00 627 30.33 39.79 57.2 39.79 40.00 111.7 40.00 40.56 111.7 40.00 40.00 558 40.56 53.50 62.6 53.50 53.71 54.5 53.50 53.50 237 -1.00 0.00 40.2 0.00 0.00 176 0.00. 5.00 56.4 -61.6 5.00 6.00 72.0 -73.0 6.00 6.00 41 6.00 29.25 64.9 -95.1 29.25 31.00 95.1 -95.5 31.00 32.25 95.5 -94.5 32.25 58.50 94.5 -60.5 58.50 58.50 95 58.50 59.50 60.5 -60.0 59.50 62.00 37.0 -35.7 62.00 63.00 27.6 62.00 62.00 122 Shear capacity [pin Response Inter Exter Perf Total V /FHS /Tot 462.2 1.00 462.2 0.31 462.2 1.00 462.2 0.20 462.2 1.00 462.2 0.65 462.2 1.00 462.2 0.37 462.2 462.2 1.00 924.4 0.82 462.2 1.00 462.2 0.94 462.2 1.00 462.2 0.12 3/ 2 2 Both 39.00 1707 29.2 43.8 462.2 1.00 462.2 0.09 A 1 1 E - >W 6.00 7948 148.6 1324.6 781.2 781.2 1.00 1562.4 0.85 2 2 E - >W 17.00 3248 60.7 191.1 462.2 1.00 462.2 0.41 C 2 4 E - >W 16.00 10271 192.0 641.9 462.2 462.2 1.00 924.4 0.69 D 1 4 E ->W 25.50 12981 242.6 509.1 462.2 462.2 1.00 924.4 0.55 : ) E 1 1 E - >W 9.50 18234 340.8 1919.4 781.2 781.2 1.00 1562.4 1.23* r 2 2 E - >W 34.50 16484 308.1 477.8 462.2 1.00 462.2 1.03* F 1 2 E - >W 32.50 1584 29.6 48.7 462.2 1.00 462.2 0.11 G 1 2 E - >W 6.00 2606 48.7 434.3 462.2 1.00 462.2 0.94 H 1 2 E ->W 16.50 7906 147.8 479.2 462.2 1.00 462.2 1.04* 2 4 E - >W 10.00 6266 117.1 626.6 462.2 462.2 1.00 924.4 0.68 I yi,% LOW 23.00 653 21.8 28.4 462.2 1.00 462.2 0.06 in t* 2 2 E - >W 19.50 257 8.6 13.2 462.2 1.00 462.2 0.03 * WARNING design capacity has been exceeded. SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ft] Full Height Perf Shear [Ms] Opening [ft] Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 2 0.00 0.00 62.00 50.00 1.00 7218 23110 Opening 1 23.00 27.00 4.00 3.00 Opening 2 33.00 36.00 3.00 3.00 Opening 3 42.00 47.00 5.00 5.00 1 -1 2 I 2 0.00 0.00 62.00 47.00 1.00 4406 21724 Opening 1 22.00 27.50 5.50 7.00 Opening 2 35.00 38.00 3.00 2.00 Opening 3 39.00 44.50 5.50 7.00 2 -1 1 I 2 30.00 0.00 6.00 6.00 1.00 1807 2773 2 -2 1 I 2 30.00 6.00 28.00 22.00 1.00 6625 10169 2 -3 1 I 2 30.00 58.50 62.00 3.50 1.00 1054 1618 2 -1 2 I 2 30.00 0.00 6.00 6.00 - 1.00 1030 2773 2 -2 2 I 2 30.00 34.00 58.50 24.50 1.00 4207 11324 2 -3 2 I 2 30.00 58.50 62.00 3.50 1.00 601 1618 3 -1 1 I 4 40.00 0.00. 6.00 6.00 1.00 4572 5547 3 -1 2 I 2 40.00 0.00 6.00 6.00 1.00 2596 2773 4 -1 1 I 2 53.50 0.00 58.50 53.00 1.00 2848 24497 Opening 1 29.00 32.00 3.00 2.00 Opening 2 51.50 54.00 2.50 7.00 4 -1 2 I 2 53.50 0.00 58.50 39.00 1.00 1707 18026 Opening 1 6.00 10.50 4.50 7.00 Opening 2 18.00 29.00 11.00 7.00 Opening 3 37.00 41.00 4.00 7.00 A -1 1 I 1 0.00 0.00 30.00 3.00 1.00 3974 4687 Opening 1 1.00 9.00 8.00 7.00 Opening 2 12.00 28.00 16.00 7.00 A -2 1 I 1 0.00 40.00 53.50 3.00 1.00 3974 4687 Opening 1 42.50 50.50 8.00 5.00 A -1 2 I 2 0.00 0.00 30.00 17.00 1.00 3248 7858 Opening 1 1.00 5.00 4.00 4.00 Opening 2 14.00 22.00 8.00 7.00 A - 2 I 2 0.00 40.00 53.50 0.00 1.00 0 0 Opening 1 40.50 43.00 2.50 7.00 Opening 2 45.00 53.00 8.00 7.00 C -1 2 I 4 17.50 10.00 26.00 16.00 1.00 10271 14791 0 -1 1 I 4 20.00 0.00 25.50 25.50 1.00 12981 23573 E -1 1 I 1 33.50 44.00 53.50 9.50 1.00 18234 14843 E -1 2 I 2 32.00 10.00 24.00 14.00 1.00 6689 6471 E -2 2 I 2 32.50 30.00 53.50 20.50 1.00 9795 9475 Opening 1 30.00 33.00 3.00 7.00 F -1 1 I 2 34.50 4.50 26.50' 22.00 1.00 1072 10169 F -2 1 I 2 37.50 28.00 38.50 10.50 1.00 512 4853 G -1 1 I 2 47.50 0.00 6.00 6.00 1.00 2606 2773 H -1 1 I 2 58.50 30.00 40.00 3.00 1.00 1438 1387 Opening 1 33.00 39.00 6.00 5.00 H -2 1 I 2 58.50 40.00 53.50 13.50 1.00 6469 6240 H -1 2 I 4 58.50 30.00 40.00 10.00 1.00 6266 9244 H -2 2 I 4 58.50 40.00 53.50 0.00 1.00 0 0 Opening 1 42.00 51.00 9.00 7.00 1-1 1 I 2 62.00 0.00 30.00 23.00 1.00 653 10631 Opening 1 10.00 14.00 4.00 3.00 Opening 2 19.00 22.00 3.00 2.00 7/ I -1 2 I 2 62.00 0.00 30.00 19.50 1.00 257 9013 Opening 1 1.00 5.00 Opening 2 15.00 20.50 4.00 4.00 5.50 7.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft] Wall Position on Wall Holddown Force [lbs] Dragstrut % Y or Opening Shear Dead Uplift Combined Force[lbs] 1 0.00 0.00 Line 1 Vert. Element 2287 2287 1 0.00 22.00 Line 1 Vert. Element 844 844 1 0.00 23.00 Line 1 Vert. Element 1444 1444 643 1 0.00 27.00 Line 1 Vert. Element 1444 1444 177 1 0.00 27.50 Line 1 Vert. Element 844 844 1 0.00 33.00 Line 1 Vert. Element 1725 1725 345 1 0.00 36.00 Line I vett. Element 2006 2006 5 1 0.00 42.00 Line 1 Vert. Element 1865 1865 163 1 0.00 47.00 Line 1 Vert. Element 1865 1865 419 1 0.00 62.00 Line 1 Vett. Element 2287 2287 1 30.00 0.00 Line 2 Vert. Element 4557 4557 1 30.00 6.00 Line 2 Vert. Element 7568 7568 1 30.00 28.00 Line 2 Vert. Element 3011 3011 4148 1 30.00 34.00 Line 2 Vert. Element 1545 1545 1 30.00 58.50 Line 2 Vert. Element 6102 6102 518 1 30.00 62.00 Line 2 Vert. Element 4557 4557 1 40.00 0.00 Line 3 Vert. Element 11514 11514 1 40.00 6.00 Line 3 Vert. Element 11514 11514 4103 1 53.50 0.00 Line 4 Vett. Element 931 931 1 53.50 6.00 Line 4 Vert. Element 394 394 1 53.50 10.50 Line 4 Vert. Element 394 394 1 53.50 - 18.00 Line 4 Vert. Element 394 394 1 53.50 29.00 Line 4 Vert. Element 931 931 146 1 53.50 32.00 Line 4 Vert. Element 537 537 0 1 53.50 37.00 Line 4 Vert. Element 394 394 1 53.50 41.00 Line 4 Vert. Element 394 394 1 53.50 51.50 Line 4 Vert. Element 537 537 99 1 53.50 54.00 Line 4 Vett. Element 537 537 23 1 53.50 58.50 Line 4 Vert. Element 931 931 1 1.00 0.00 Line A Vert. Element 860 860 1 9.00 0.00 Line A Vert. Element 14106 14106 1337 1 12.00 0.00 Line A Vert. Element 15396 15396 2191 1 28.00 0.00 Line A Vert. Element 1290 1290 1 30.00 0.00 Line A Vert. Element 1720 1720 1 50.50 0.00 Line A Vert. Element 13245 13246 3528 1 53.50 0.00 Line A Vert. Element 13246 13246 1 10.00 17.50 Line C Vert. Element 5778 5778 1 26.00 17.50 Line C Vert. Element 5778 5778 1 0.00 20.00 D -1 Left Wall End 5091 5091 1 25.50 20.00 D -1 Left Wall End 5091 5091 6794 1 10.00 32.00 Line E Vert. Element 4300 4300 1 24.00 32.00 Line E Vert. Element 4300 4300 1 33.00 32.00 Line E Vert. Element 4300 4300 1 44.00 32.00 Line E Vert. Element 19194 19194 1 53.50 32.00 Line E Vert. Element 23494 23494 1 44.00 33.50 E -1 Left Wall End 14996 1 4.50 34.50 F -1 Left Wall End 487 487 133 1 26.50 34.50 F -1 Left Wall End 487 487 288 1 28.00 34.50 F -1 Left Wall End 487 487 1 38.50 34.50 F -1 Left Wall End 487 487 1 28.00 37.50 F -2 Left Wall End 243 1 38.50 37.50 F -2 Right Wall End 444 1 0.00 47.50 0 -1 Left Wall. End 4343 4343 1 6.00 47.50 G -1 Left Wall End 4343 4343 2314 1 30.00 58.50 Line H Vert. Element 10431 10431 4433 1 33.00 58.50 Line H Vert. Element 4792 4792 3439 1 40.00 58.50 Line H Vert. Element 10431 10431 1 53.50 58.50 Line H Vert. Element 4792 4792 1 39.00 58.50 H -1 Right Opening 1 4326 1 0.00 62.00 Line I Vert. Element 284 284 1 5.00 62.00 Line I Vett. Element 119 119 1 10.00 62.00 Line I .Vert. Element 284 284 66 1 14.00 62.00 Line I Vert. Element 284 284 21 1 15.00 62.00 Line I vent. Element 119 119 1 19.00 62.00 Line I Vert. Element 343 343 12 1 22.00 62.00 Line I Vert. Element 343 343 53 1 30.00 62.00 Line I Vert. Element 403 403 2 0.00 0.00 1 -1 Left Wall End 844 844 2 0.00 22.00 1 -1 Left Wall End 844 844 499 2 0.00 27.50 1 -1 Left Wall End 844 844 108 2 0.00 35.00 1 -1 Left Wall End 844 844 278 2 0.00 44.50 1 -1 Left Wall End 844 844 397 2 0.00 62.00 1 -1 Left Wall End 844 844 2 30.00 0.00 2 -1 Left Wall End 1545 1545 2 30.00 6.00 2 -1 Left Wall End 1545 1545 465 2 30.00 34.00 2 -1 Left Wall End 1545 1545 2171 2 30.00 58.50 2 -1 Left Wall End 3091 3091 2 30.00 62.00 2 -1 Left Wall End 1545 1545 2 40.00 0.00 3 -1 Left Wall End 3894 3894 2 40.00 6.00 3 -1 Left Wall End 3894 3894 2330 2 53.50 0.00 4 -1 Left Wall End 394 394 2 53.50 6.00 4 -1 Left Wall End 394 394 88 2 53.50 10.50 4 -1 Left Wall End 394 394 44 2 53.50 18.00 4 -1 Left Wall End 394 394 66 2 53.50 29.00 4 -1 Left Wall End 394 394 255 2 53.50 37.00 4 -1 Left Wall End 394 394 139 2 53.50 41.00 4 -1 Left Wall End 394 394 255 2 53.50 58.50 4 -1 Left Wall End 394 394 2 5.00 0.00 A -1 Right opening 1 1720 1720 304 2 14.00 0.00 A -1 Right Opening 1 1720 1720 870 2 22.00 0.00 A -1 Right Opening 1 1720 1720 384 2 30.00 0.00 A -1 Right Opening 1 1720 1720 1427 2 10.00 17.50 C -1 Left Wall End 5778 5778 1920 2 26.00 17.50 C - 1 Left Wall End 5778 5778 5280 2 10.00 32.00 E -1 Left Nall End 4300 4300 3081 2 24.00 32.00 E -1 Left Wall End 4300 4300 706 2 33.00 32.00 E -1 Left Well End 4300 4300 2 53.50 32.00 E -1 Left Wall End 4300 4300 2 30.00 58.50 H -i Left Wall End 5639 5639 3513 2 40.00 58.50 H -1 Left Wall End 5639 5639 2 42.00 58.50 H -2 Left Opening 1 2600 2 5.00 62.00 I-1 Right Opening 1 119 119 43 2 15.00 62.00 I -1 Right Opening 1 119 119 3 2 20.50 62.00 I -1 Right Opening 1 119 119 44 2 30.00 62.00 I -1 Right Opening 1 119 119 RIGID DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear FOree Shear Capacity [pit] ReapOnae Grp. Dir. FHS v[lba] Unit V /FHS[plf] Inter Exter Perf Total V /FHS /Tot 1 1 2 Both 50.00 9779 157.7 195.6 462.2 1.00 462.2 0.42 2 2 BOth 47.00 6009 96.9 127.8 462.2 1.00 462.2 0.28 2 1 2 Both 31.50 5183 83.6 164.5 462.2 1.00 462.2 0.36 2 2 Both 34.00 3948 63.7 116.1 462.2 1.00 462.2 0.25 3 1 4 Both 6.00 1960 33.5 326.6 462.2 462.2 1.00 924.4 0.35 2 2 Both 6.00 709 12.1 118.1 462.2 1.00 462.2 0.26 4 1 2 Both 53.00 8565 146.4 161.6 462.2 1.00 462.2 0.35 2 2 Both 39.00 4709 80.5 120.7 462.2 1.00 462.2 0.26 A 1 1 E - >W 6.00 7358 137.5 1226.3 781.2 781.2 1.00 1562.4 0.78 2 2 E ->W 17.00 6116 114.3 359.7 462.2 1.00 462.2 0.78 C 2 4 E - >W 16.00 10445 -195.2 652.8 462.2 462.2 1.00 924.4 0.71 D 1 4 E ->W 25.50 16110 301.1 '631.8 462.2 462.2 1.00 924.4 0.68 E 1 1 E - >W 9.50 9190 171.8 967.4 781.2 781.2 1.00 1562.4 0.62 2 2 E ->W 34.50 10288 192.3 298.2 462.2 1.00 462.2 0.65 F 1 2 E - >W 32.50 9301 173.8 286.2 462.2 1.00 462.2 0.62 G 1 2 , E ->W 6.00 1717 32.1 286.1 462.2 1.00 462.2 0.62 H 1 2 E ->W 16.50 4720 88.2 286.0 462.2 1.00 462.2 0.62 2 4 E ->W 10.00 5974 111.7 597.4 462.2 462.2 1.00 924.4 0.65 I 1 2 E - >W 23.00 6579 219.3 286.0 462.2 1.00 462.2 0.62 2 2 E ->W 19.50 5829 144.3 298.9. 462.2 1.00 462.2 0.65 SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ft] Full Height Perf Shear [lbt] Opening [ft] Group Location Start 1 -1 1 I 2 0.00 0.00 Opening 1 23.00 Opening 2 33.00 Opening 3 42.00 1 -1 2 I 2 0.00 0.00 Opening 1 22.00 Opening 2 35.00 opening 3 39.00 2 -1 1 I 2 30.00 0.00 2 -2 1 I 2 30.00 6.00 2 -3 1 I 2 30.00 58.50 2 -1 2 I 2 30.00 0.00 2 -2 2 I 2 30.00 34.00 2 -3 2 I 2 30.00 58.50 3 -1 1 I 4 40.00 0.00 3 -1 2 I 2 40.00 0.00 4 -1 1 I 2 53.50 0.00 29.00 Opening 1 Opening 2 4 -1 2 I 2 53.50 Opening 1 Opening 2 Opening 3 A -1 1 I 1 0.00 Opening 1 Opening 2 A -2 1 I 1 0.00 Opening 1 A -1 2 I 2 0.00 Opening 1 Opening 2 A -2 2 I 2 0.00 Opening 1 opening 2 C -1 2 I 4 17.50 D -1 1 I 4 20.00 E -1 1 I 1 33.50 E -1 2 I 2 32.00 E -2 2 I 2 32.50 Opening 1 F -1 1 I 2 34.50 F -2 1 I 2 37.50 G -1 1 I 2 47.50 H -1 1 I 2 58.50 Opening 1 H -2 1 I 2 H -1 2 I 4 H -2 2 I 4 Opening 1 I -1 1 I 2 62.00 Opening 1 Opening 2 I -1 2 I 2 62.00 Opening 1 Opening 2 58.50 58.50 58.50 51.50 0.00 6.00 18.00 37.00 0.00 1.00 12.00 40.00 42.50 0.00 1.00 14.00 40.00 40.50 45.00 10.00 0.00 44.00 10.00 30.00 30.00 4.50 28.00 0.00 30.00 33.00 40.00 30.00 40.00 42.00 0.00 10.00 19.00 0.00 1.00 15.00 End Sheathing Factor Forte Capacity Width Height 62.00 50.00 1.00 9779 23110 27.00 36.00 47.00 62.00 47.00 1.00 6009 21724 27.50 38.00 44.50 6.00 6.00 1.00 987 28.00 22.00 1.00 3620 62.00 3.50 1.00 576 6.00 6.00 1.00 697 58.50 24.50 1.00 2845 62.00 3.50 1.00 406 6.00 6.00 1.00 1960 6.00 6.00 1.00 709 58.50 53.00 1.00 8565 32.00 54.00 58.50 39.00 1.00 4709 18026 10.50 29.00 41.00 30.00 3.00 1.00 3679 4687 9.00 28.00 53.50 3.00 1.00 3679 4687 50.50 30.00 17.00 1.00 6116 7858 5.00 22.00 53.50 0.00 1.00 0 0 43.00 53.00 26.00 16.00 1.00 10445 14791 25.50 25.50 1.00 16110 23573 53.50 9.50 1.00 9190 14843 24.00 14.00 1.00 4175 6471 53.50 20.50 1.00 6113 9475 33.00 26.50 22.00 1.00 6296 38.50 10.50 1.00 3005 6.00 6.00 1.00 1717 40.00 3.00 1.00 858 39.00 53.50 13.50 1.00 3862 40.00 10.00 1.00 5974 53.50 0.00 1.00 0 51.00 30.00 23.00 1.00 6579 10631 14.00 22.00 30.00 19.50 1.00 5829 9013 5.00 20.50 2773 10169 1618 2773 11324 1618 5547 2773 24497 10169 4853 2773 1387 6240 9244 0 4.00 3.00 3.00 3.00 5.00 5.00 5.50 7.00 3.00 2.00 5.50 7.00 3.00 2.00 2.50 7.00 4.50 7.00 11.00 7.00 4.00 7.00 8.00 7.00 16.00 7.00 8.00 5.00 4.00 4.00 8.00 7.00 2.50 7.00 8.00 7.00 3.00 7.00 6.00 5.00 9.00 7.00 4.00 3.00 3.00 2.00 4.00 4.00 5.50 7.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft] Wall Position on Wall Holddown Force (lbs] Dragstrut X Y or Opening Shear Dead Uplift Combined Force[lbs] 1 0.00 0.00 Lihe 1 Vert. Element 3106 3106 1 0.00 22.00 Line 1 Vert. Element 1151 1151 1 0.00 23.00 Line 1 Vert. Element 1956 1956 871 1 0.00 27.00 Line 1 vett. Element 1956 1956 240 1 0.00 27.50 Line 1 Vert. Element 1151 1151 1 0.00 33.00 Line 1 Vert. Element 2339 2339 467 1 0.00 36.00 Line 1 Vert. Element 2723 2723 6 1 0.00 42.00 Line 1 Vert. Element 2531 .2531 221 1 0.00 47.00 Line 1 Vert. Element 2531 2531 568 1 0.00 62.00 Line 1 Vert. Element 3106 3106 1 30.00 0.00 Line 2 Vert. Element 2691 2691 ?Af 1 30.00 6.00 Line 2 Vett. Element 4336 4336 1 30.00 28.00 Line 2 Vert. Element 1645 1645 2266 1 30.00 34.00 Line 2 Vert. Element 1045 1045 1 30.00 58.50 Line 2 Vert. Element 3736 3736 283 1 30.00 62.00 Line 2 Vert. Element 2691 2691 1 40.00 0.00 Line 3 Vert. Element 4329 4329 1 40.00 6.00 Line 3 Vert. Element 4329 4329 1759 1 53.50 0.00 Line 4 Vert. Element 2703 2703 1 53.50 6.00 Line 4 Vert. Element 1081 1087 1 53.50 10.50 Line 4 Vert. Element 1087 1087 1 53.50 18.00 Line 4 Vert. Element 1087 1087 1 53.50 29.00 Line 4 Vert. Element 2703 2703 441 1 53.50 32.00 Line 4 Vert. Element 1616 1616 1 1 53.50 37.00 Line 4 Vert. Element 1087 1087 1 53.50 41.00 Line 4 Vert. Element 1087 1087 1 53.50 51.50 Line 4 Vert. Element 1616 1616 298 1 53.50 54.00 Line 4 Vert. Element 1616 1616 68 1 53.50 58.50 Line 4 Vert. Element 2703 2703 1 1.00 0.00 Line A Vert. Element 1619 1619 1 9.00 0.00 Line A Vert. Element 13882 13882 1238 1 12.00 0.00 Line A Vert. Element 16310 16310 2029 1 28.00 0.00 Line A Vert. Element 2428 2428 1 30.00 0.00 Line A Vert. Element 3238 3238 1 50.50 0.00 Line A Vert. Element 12263 12263 3266 1 53.50 0.00 Line A Vett. Element 12263 12263 1 10.00 17.50 Line C Vert. Element 5875 5875 1 26.00 17.50 Line C Vert. Element 5875 5875 1 0.00 20.00 D -1 Left Wall End 6318 6318 1 25.50 20.00 D -1 Left Wall End 6318 6318 8431 1 10.00 32.00 Line E Vert. Element 2684 2684 1 24.00 32.00 Line E Vert. Element 2684 2684 1 33.00 32.00 Line E Vert. Element 2684 2684 1 44.00 32.00 Line E Vert. Element 9674 9674 1 53.50 32.00 Line E Vett. Element 12358 12358 1 44.00 33.50 E -1 Left Wall End 7558 1 4.50 34.50 F -1 Left Wall End 2862 2862 782 1 26.50 34.50 F -1 Left Well End 2862 2862 1689 1 28.00 34.50 F -1 Left Wall End 2862 2862 1 38.50 34.50 F -1 Left Wall End 2862 2862 1 28.00 37.50 F -2 Left Wall End 1428 1 38.50 37.50 F -2 Right Wall End 2608 1 0.00 47.50 G -1 Left Wall End 2861- 2861 1 6.00 47.50 G -1 Left Wall End 2861 2861 1524 1 30.00 58.50 Line H Vert. Element 8237 8237 2647 1 33.00 58.50 Line H Vert. Element 2860 2860 2053 1 40.00 58.50 Line H Vert. Element 8237 8237 1 53.50 58.50 Line H Vert. Element 2860 2860 1 39.00 58.50 H -1 Right Opening 1 2582 1 0.00 62.00 Line I Vert. Element 2860 2860 1 5.00 62.00 Line I Vert. Element 2690 2690 1 10.00 62.00 Line I Vert. Element 2860 2860 667 1 14.00 62.00 Line 1 Vert. Element 2860 2860- 210 1 15.00 62.00 Line I Vert. Element 2690 2690 1 19.00 62.00 Line I Vert. Element 4205 4205 124 1 22.00 62.00 Line I Vert. Element 4205 4205 534 1 30.00 62.00 Line I Vert. Element 5550 5550 2 0.00 0.00 1 -1 Left Wall End 1151 1151 2 0.00 22.00 1 -1 Left Wall End 1151 1151 680 2 0.00 27,50 1 -1 Left Wall End 1151 1151 147 2 0.00 35.00 1 -1 Left Wall End 1151 1151 379 2 0.00 44.50 1 -1 Left Wall End 1151 1151 541 2 0.00 62.00 1 -1 Left Wall End 1151 1151 2 30.00 0.00 2 -1 Left Wall End 1045 1045 2 30.00 6.00 2 -1 Left Wall End 1045 1045 315 2 30.00 34.00 2 -1 Left Wall End 1045 1045 1468 2 30.00 58.50 2 -1 Left Wall End 2090 2090 2 30.00 62.00 2 -1 Left Wall End 1045 1045 2 40.00 0.00 3 -1 - Left Wall End 1063 1063 2 40.00 6.00 3 -1 Left Wall End 1063 1063 636 2 53.50 0.00 4 -1 Left Wall End 1087 1087 2 53.50 6.00 4 -1 Left Wall End 1087 1087 241 /5 ;, 2 53.50 10.50 4 -1 Left Wall End 1087 2 53.50 18.00 4 -1 Left wall End 1087 2 53.50 29.00 4 -1 Left Wall End 1087 2 53.50 37.00 4 -1 Left Wall End 1087 2 53.50 41.00 4 -1 Left Wall End 1087 2 53.50 58.50 4 -1 Left Wail End 1087 2 5.00 0.00 A -1 Right Opening 1 3238 2 14.00 0.00 A -1 Right Opening 1 3238 2 22.00 0.00 A -1 Right Opening 1 3238 2 30.00 0.00 A -1 Right Opening 1 3238 2 10.00 17.50 C -1 Left wall End 5875 2 26.00 17.50 C -1 Left Wall End 5875 2 10.00 32.00 E -1 Left Wall End 2684 2 24.00 32.00 E -1 Left wall End 2684 2 33.00 32.00 E -1 Left wall End 2684 2 53.50 32.00 E -1 Left Wall End 2684 2 30.00 58.50 H -1 Left Wall End 5376 2 40.00 58.50 H -1 Left Wall End 5376 2 42.00 58.50 H -2 Left opening 1 2 5.00 62.00 I -1 Right Opening 1 2690 2 15.00 62.00 I -1 Right Opening 1 2690 2 20.50 62.00 I -1 Right Opening 1 2690 2 30.00 62.00 I -1 Right Opening 1 2690 COMPONENTS AND CLADDING by SHEARLINE Name Level Wall Sheathing [psf] Group Force Cap. Reap 1 1 2 62.7 30.0 2.09* 2 2 62.7 30.0 2.09* 2 1 2 68.2 30.0 2.27* 2 2 68.2 30.0 2.27* 3 1 4 62.7 30.0 2.09* 2 2 62.7 30.0 2.09* 4 1 2 68.2 30.0 2.27* 2 2 68.2 30.0 2.27* A 1 1 34.3 30.0 1.14* 2 2 34.3 30.0 1.14* B 1 3 34.3 0.0 2 3 34.3 0.0 H 1 2 34.3 30.0 1.14* 34 28 2 4 34.3 30.0 1.14* 34 28 I 1 2 34.3 30.0 1.14* 34 28 2 2 34.3 30.0 1.14* 34 28 *WARNING - Sheathing design capacity has been exceede for Flexible Design and Rigid Design SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Grp. Dir. FRS 1 1 2 50.00 2 2 47.00 2 1 2 31.50 2 2 34.00 3 1 4 6.00 2 2 6.00 4 1 2 53.00 2 2 39.00 A 1 1 6.00 2 2 17.00 C 2 4 16.00 D 1 4 25.50 E 1 1 9.50 2 2 34.50 COMPONENT AND CLADDING DESIGN Fasteners (lbsj Force Capacity Response End Int 63 56 68 63 56 68 68 56 68 68 56 68 63 56 68 63 56 68 68 56 68 68 56 68 34 28 68 34 28 68 SEISMIC DESIGN FLEXIBLE DIAPHRAGM DESIGN End Int 0.92 0.82 0.92 0.82 1.00 0.82 1.00 0.82 0.92 Q.82 0.92 0.82 1.00 0.82 1.00 0.82 0.50 0.41 0.50 0.41 ,: 68 0.50 0.41 68 0.50 0.41 68 0.50 0.41 68 0.50 0.41 1087 121 1087 181 1087 704 1087 382 1087 704 1087 3238 572 3238 1637 3238 723 3238 2686 5875 1952 5875 5369 2684 1923 2684 440 2684 2684 5376 3350 5376 2479 2690 971 2690 75 2690 994 2690 Cumulative Shear FOYCe Shear capacity (pit) Response V(lbsj Unit V /FHS(plf3 Inter Exter Perf Total V /FHS /Tot 2139 34.5 42.8 330.1 1.00 330.1 0.13 1257 20.3 26.8 330.1 1.00 330.1 0.08 2779 44.8 ' 88.2 330.1 1.00 330.1 0.27 1966 31.7 57.8 330.1 1.00 330.1 0.18 1763 30.1 293.9 330.1 330.1 1.00 660.3 0.45 1305 22.3 217.5 330.1 1.00 330.1 0.66 1199 20.5 22.6 330.1 1.00 330.1 0.07 672 11.5 17.2 330.1 1.00 330.1 0.05 1581 29.6 263.5 558.0 558.0 1.00 1116.0 0.24 809 15.1 47.6 330.1 1.00 330.1 0.14 1286 24.0 80.4 330.1 330.1 1.00 660.3 0.12 1737 32.5 68.1 330.1 330.1 1.00 660.3 0.10 2043 38.2 215.1 558.0 558.0 1.00 1116.0 0.19 1769 33.1 51.3 330.1 1.00 330.1 0.16 F 1 2 32.50 248 4.6 7.6 330.1 1.00 330.1 G 1 2 6.00 408 7.6 68.0 330.1 1.00 330.1 H 1 2 16.50 1466 27.4 88.8 330.1 1.00 330.1 2 4 10.00 1120 20.9 112.0 330.1 330.1 1.00 660.3 I 1 2 23.00 397 13.2 17.3 330.1 1.00 330.1 2 2 19.50 216 7.2 11.1 330.1 1.00 330.1 • WARNING design capacity has been exceeded. SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ft] Full Height Perf Group Location Start End Sheathing Factor 1 -1 1 I 2 0.00 0.00 62.00 50.00 1.00 Opening 1 23.00 27.00 Opening 2 33.00 36.00 Opening 3 42.00 47.00 1 -1 2 I 2 0.00 0.00 62.00 47.00 1.00 Opening 1 22.00 27.50 Opening 2 35.00 38.00 Opening 3 39.00 44.50 2 -1 1 I 2 30.00 0.00 6.00 6.00 1.00 2 -2 1 I 2 30.00 6.00 28.00 22.00 1.00 2 -3 1 I 2 30.00 58.50 62.00 3.50 1.00 2 -1 2 I 2 30.00 0.00 6.00 6.00 1.00 2 -2 2 I 2 30.00 34.00 58.50 24.50 1.00 2 -3 2 I 2 30.00 58.50 62.00 3.50 1.00 3 -1 1 I 4 40.00 0.00 6.00 6.00 1.00 3 -1 2 I 2 40.00 0.00 6.00 6.00 1.00 4 -1 1 I 2 53.50 0.00 58.50 53.00 1.00 32.00 54.00 58.50 10.50 29.00 41.00 30.00 9.00 28.00 53.50 3.00 1.00 50.50 30.00 5.00 22.00 53.50 0.00 1.00 43.00 53.00 26.00 16.00 1.00 25.50 25.50 1.00 53.50 9.50 1.00 24.00 14.00 1.00 53.50 - 20.50 1.00 33.00 26.50 38.50 6.00 40.00 39.00 58.50 53.50 58.50 40.00 58.50 53.50 opening 1 Opening 2 4 -1 2 I 2 Opening 1 Opening 2 Opening 3 A -1 1 I 1 Opening 1 Opening 2 A -2 1 I 1 Opening 1 A -1 2 I 2 Opening 1 Opening 2 A -2 2 I 2 Opening 1 Opening 2 C -1 2 I 4 D -1 1 I 4 E -1 1 I 1 E -1 2 I 2 E -2 2 I 2 Opening 1 F -1 1 I 2 F -2 1 I 2 G -1 1 I 2 H -1 1 I 2 Opening 1 H -2 1 I 2 H -1 2 I 4 H -2 2 I 4 Opening 1 I -1 1 I 2 Opening 1 Opening 2 I -1 2 I 2 Opening 1 Opening 2 29.00 51.50 53.50 0.00 6.00 18.00 37.00 0.00 0.00 1.00 12.00 0.00 40.00 42.50 0.00 0.00 1.00 14.00 0.00 40.00 40.50 45.00 17.50 10.00 20.00 0.00 33.50 44.00 32.00 10.00 32.50 30.00 30.00 34.50 4.50 37.50 28.00 47.50 0.00 58.50 30.00 33.00 40.00 30.00 40.00 42.00 62.00 0.00 10.00 19.00 62.00 0.00 1.00 15.00 51.00 30.00 14.00 22.00 30.00 5.00 20.50 39.00 1.00 672 12876 3.00 1.00 790 3348 22.00 10.50 6.00 3.00 13.50 10.00 0.00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1257 15517 529 1981 1941 7263 309 1156 347 1981 1417 8089 202 1156 1763 3962 1305 1981 1199 17498 790 3348 17.00 1.00 809 5613 0 1286 1737 2043 718 1051 168 80 408 267 1199 1120 0 0 10565 16838 10602 4622 6768 7263 3467 1981 990 4457 6603 0 23.00 1.00 397 7593 19.50 1.00 216 6438 0.02 0.21 0.27 0.17 0.05 0.03 Shear [lbs] Opening [ft] Force Capacity Width Height 2139 16508 4.00 3.00 3.00 3.00 5.00 5.00 5.50 7.00 3.00 2.00 5.50 7.00 3.00 2.00 2.50 7.00 4.50 7.00 11.00 7.00 4.00 7.00 8.00 7.00 16.00 7.00 8.00 5.00 4.00 4.00 8.00 7.00 2.50 7.00 8.00 7.00 3.00 7.00 6.00 5.00 9.00 7.00 4.00 3.00 3.00 2.00 4.00 4.00 5.50 7.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft] Wall Position on Wall Holddown Force [lbs] Dragstrut X y or Opening Shear Dead Uplift Combined Force[lbs] /2/ 3' 1 0.00 0.00 Line 1 Vert. Element 669 669 1 0.00 22.00 Line 1 Vert. Element 241 241 1 0.00 23.00 Line 1 Vert. Element 428 428 190 1 0.00 27.00 Line 1 Vert. Element 428 428 52 1 0.00 27.50 Line 1 Vert. Element 241 241 1 0.00 33.00 Line 1 Vert. Element 508 508 102 1 0.00 36.00 Line 1 Vert. Element 588 588 1 1 0.00 42.00 Line 1 Vert. Element 548 548 48 1 0.00 47.00 Line 1 Vert. Element 548 548 124 1 0.00 62.00 Line 1 Vert. Element 669 669 1 30.00 0.00 Line 2 Vert. Element 1403 1403 1 30.00 6.00 Line 2 Vert. Element 2285 2285 1 30.00 34.00 Line 2 Vert. Element 520 520 1 30.00 58.50 Line 2 Vert. Element 1923 1923 152 1 30.00 62.00 Line 2 Vert: Element 1403 1403 1 30.00 28.00 Line 2 Vert. Element 882 882 1215 1 40.00 0.00 Line 3 Vert. Element 4896 4896 1 40.00 6.00 Line 3 Vert. Element 4896 4896 1582 1 53.50 0.00 Line 4 Vert. Element 381 381 1 53.50 6.00 Line 4 Vert. Element 155 155 1 53.50 10.50 Line 4 Vert. Element 155 155 1 53.50 18.00 Line 4 Vert. Element 155 155 1 53.50 29.00 Line 4 Vert. Element 381 381 62 1 53.50 32.00 Line 4 Vert. Element 226 226 0 1 53.50 37.00 Line 4 Vert. Element 155 155 1 53.50 41.00 Line 4 Vert. Element 155 155 1 53,50 51.50 Line 4 Vert. Element 226 226 42 1 53.50 54.00 Line 4 Vert. Element 226 226 10 1 53.50 58.50 Line 4 Vert. Element 381 381 1 1.00 0.00 Line A Vert. Element 214 214 1 9.00 0.00 Line A Vert. Element 2849 2849 266 1 12.00 0.00 Line A Vert. Element 3170 3170 436 1 28.00 0.00 Line A Vert. Element 321 321 1 30.00 0.00 Line A Vert. Element 428 428 1 50.50 0.00 Line A Vert. Element 2635 2635 702 1 53.50 0.00 Line A Vert. Element 2635 2635 1 10.00 17.50 Line C Vert. Element 723 723 1 26.00 17.50 Line C Vert. Element 723 723 1 0.00 20.00 D -1 Left Wall End 681 681 1 25.50 20.00 D -1 Left wall End 681 681 909 1 10.00 32.00 Line E Vert. Element 462 462 1 24.00 32.00 Line E Vert. Element 462, 462 1 33.00 32.00 Line E Vert. Element 462 462 1 44.00 32.00 Line E Vert. Element 2151 2151 1 53.50 32.00 Line E Vert. Element 2613 2613 1 44.00 33.50 E -1 Left Wall End 1681 1 4.50 34.50 F -1 Left Wall End 76 76 21 1 26.50 34.50 F -1 Left wall End 76 76 45 1 28.00 34.50 F -i Left Wall End 76 76 1 38.50 34.50 F -1 Left Wall End 76 76 1 28.00 37.50 F -2 Left Wall End 38 1 38.50 37.50 F -2 Right Wall End 7 0 1 0.00 47.50 G -1 Left Wall End 680 680 1 6.00 47.50 0 -1 Left Wall End 680 680 362 1 30.00 58.50 Line H Vert. Element 1896 1896 822 1 33.00 58.50 Line H Vert. Element 888 888 638 1 40.00 58.50 Line H Vert. Element 1896 1896 1 53.50 58.50 Line H Vert. Element 888 808 1 39.00 58.50 H -1 Right Opening 1 802 1 0.00 62.00 Line I Vert. Element 173 173 1 5.00 62.00 Line I Vert. Element 100 100 1 10.00 62.00 Line I Vert. Element 173 173 40 1 14.00 62.00 Line I Vert. Element , 173 173 13 1 15.00 62.00 Line I Vert. Element 100 100 1 19.00 62.00 Line I Vert. Element 223 223 7 1 22.00 62.00 Line I Vert. Element 223 223 32 1 30.00 62.00 Line I Vert. Element 272 272 2 0.00 0.00 1 -1 Left Opening 3 241 241 2 0.00 22.00 1 -1 Left Opening 3 241 241 142 2 0.00 27.50 1 -1 Left Opening 3 241 241 31 2 0.00 35.00 1 -1 Left Opening 3 241 241 79 2 0.00 44.50 1 -1 Left Opening 3 241 241 113 2 0.00 62.00 1 -1 Left Opening 3 241 241 2 30.00 0.00 2 -1 Left Wall End 520 520 2 30.00 6.00 2 -1 Left Wall End 520 520 157 2 30.00 34.00 2 -1 Left Wall End 520 520 731 2 30.00 58.50 2 -1 Left Wall End 1041 1041 2 30.00 62.00 2 -1 Left Wall End 520 520 2 40.00 0.00 3 -1 Left Wall End 1957 1957 2 40.00 6.00 3 -1 Left Wall End 1957 1957 1171 2 53.50 0.00 4 -1 Left Opening 3 155 155 2 53.50 6.00 4 -1 Left Opening 3 155 155 34 2 53.50 10.50 4 -1 Left Opening 3 155 155 17 2 53.50 18.00 4 -1 Left opening 3 155 155 26 2 53.50 29.00 4 -1 Left Opening 3 155 155 100 2 53.50 37.00 4 -1 Left. Opening 3 155 155. 55 2 53.50 41.00 4 -1 Left Opening 3 155 155 100 2 53.50 58.50 4 -1 Left Opening 3 155 155 2 5.00 0.00 A -1 Right Opening 2 428 428 76 2 14.00 0.00 A -1 Right Opening 2 428 428 217 2 22.00 0.00 A -1 Right Opening 2 428 428 96 2 30.00 0.00 A -1 Right Opening 2 428 428 355 2 10.00 17.50 C -1 Left Wall End 723 723 240 2 26.00 17.50 C -1 Left Wall End 723 723 661 2 10.00 32.00 E -1 Left Wall End 462 462 331 2 24.00 32.00 E -1 Left Wall End 462 462 76 2 33.00 32.00 E -1 Left Wall End 462 462 2 53.50 32.00 E -1 Left Wall End 462 462 2 30.00 58.50 H -1 Left Wall End 1008 1008 628 2 40.00 58.50 H -1 Left Wall End 1008 1008 2 42.00 58.50 H -2 Left Opening 1 465 2 5.00 62.00 I -1 Right Opening 2 100 100 36 2 15.00 62.00 I -1 Right Opening 2 100 100 3 2 20.50 62.00 I -i Right Opening 2 100 100 37 2 30.00 62.00 I -1 Right Opening 2 100 100 RIGID DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity (plf] Response Grp. Dir. FRS V[ibs] Unit V /FHS(pif] Inter Exter Perf Total V /FHS /Tot 1 1 2 50.00 3030 48.9 60.6 330.1 1.00 330.1 0.18 2 2 47.00 1993 32.1 42.4 330.1 1.00 330.1 0.13 2 1 2 31.50 1696 27.4 53.9 330.1 1.00 330.1 0.16 2 2 34.00 1426 23.0 41.9 330.1 1.00 330.1 0.13 3 1 4 6.00 655 11.2 109.2 330.1 330.1 1.00 660.3 0.17 2 2 6.00 263 4.5 43.9 330.1 1.00 330.1 0.13 4 1 2 53.00 2944 50.3 55.6 330.1 1.00 330.1 0.17 2 2 39.00 1814 31.0 46.5 330.1 1.00 330.1 0.14 A 1 1 6.00 1084 20.3 180.7 558.0 558.0 1.00 1116.0 0.16 2 2 17.00 858 16.0 50.5 330.1 1.00 330.1 0.15 C 2 4 16.00 1476 27.6 92.2 330.1 330.1 1.00 660.3 0.14 D 1 4 25.50 2414 45.1 94.6 330.1 330.1 1.00 660.3 0.14 E 1 1 9.50 1396 26.1 147.0 558.0 558.0 1.00 1116.0 0.13 2 2 34.50 1464 27.4 42.4 330.1 1.00 330.1 0.13 F 1 2 32.50 1416 26.5 43.6 330.1 1.00 330.1 0.13 G 1 2 6.00 265 5.0 44.2 330.1 1.00 330.1 0.13 H 1 2 16.50 738 13.8 44.7 330.1 1.00 330.1 0.14 2 4 10.00 862 16.1 86.2 330.1 330.1 1.00 660.3 0.13 I 1 2 23.00 1032 34.4' 44.9 330.1 1.00 330.1 0.14 2 2 19.50 843 28.1 43.2 330.1 1.00 330.1 0.13 • WARNING design capacity has been exceeded. SHEARWALL SEGMENTS Name Lev Type Wall Dimensions (ft( Full Height Perf Shear (lbs] Opening (ft] Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 2 0.00 0.00 62.00 50.00 1.00 3030 16508 Opening 1 23.00 27.00 4.00 3.00 Opening 2 33.00 36.00 . 3.00 3.00 Opening 3 42.00 47.00 5.00 5.00 1 -1 2 I Opening 1 Opening 2 Opening 3 2 -1 1 I 2 -2 1 I 2 -3 1 I 2 -1 2 I 2 -2 2 I 2 -3 2 I 3-1 1 I 3 -1 2 I 4 -1 - 1 I Opening 1 Opening 2 4 -1 2 I Opening 1 Opening 2 Opening 3 A -I 1 I Opening 1 Opening 2 A -2 1 I Opening 1 A -1 2 I Opening 1 Opening 2 A -2 2 I Opening 1 opening 2 C -1 2 I D -1 1 I E -1 1 I E -1 2 I E -2 2 I Opening 1 F -1 1 I F -2 1 I G -1 1 I H -1 1 I Opening 1 H -2 1 I H -1" 2 I H -2 2 I Opening 1 I -1 1 I Opening 1 Opening 2 I -1 2 I Opening 1 Opening 2 DRAGSTRUT AND Level Locati X 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 30.00 1 30.00 1 30.00 1 30.00 1 30.00 1 30.00 2 0.00 0.00 22.00 35.00 39.00 2 30.00 0.00 2 30.00 6.00 2 30.00 58.50 2 30.00 0.00 2 30.00 34.00 2 30.00 58.50 4 40.00 0.00 2 40.00 0.00 2 53.50 0.00 29.00 51.50 2 53.50 0.00 6.00 18.00 37.00 1 0.00 0.00 1.00 12.00 1 0.00 40.00 42.50 2 0.00 0.00 1.00 14.00 2 0.00 40.00 40.50 45.00 4 17.50 10.00 4 20.00 0.00 1 33.50 44.00 2 32.00 10.00 2 32.50 30.00 30.00 2 34.50 4.50 2 37.50 26.00 2 47.50 0.00 2 58.50 30.00 33.00 2 58.50 40.00 4 58.50 30.00 4 58.50 40.00 42.00 2 62.00 0.00 10.00 19.00 2 62.00 0.00 1.00 15.00 Y or Opening 0.00 Line 1 Vert. Element 22.00 Line 1 Vert. Element 23.00 Line I Vert. Element 27.00 Line 1 Vert. Element 27.50 Line 1 Vert. Element 33.00 Line 1 Vert. Element 36.00 Line 1 Vert. Element 42.00 Line 1 Vert. Element 47.00 Line 1 Vert. Element 62.00 Line 1 Vert. Element 0.00 Line 2 Vert. Element 6.00 Line 2 Vert. Element 34.00 Line 2 Vett. Element 58.50 Line 2 Vert. Element 62.00 Line 2 Vert. Element 28.00 Line 2 Vert. Element 62.00 47.00 1.00 1993 15517 27.50 38.00 44.50 6.00 6.00 1.00 323 1981 28.00 22.00 1.00 1185 7263 62.00 3.50 1.00 188 1156 6.00 6.00 1.00 252 1981 58.50 24.50 1.00 1027 8089 62.00 3.50 1.00 147 1156 6.00 6.00 1.00 655 3962 6.00 6.00 1.00 263 1981 58.50 53.00 1.00 2944 17498 32.00 .54.00 58.50 39.00 1.00 1814 12876 10.50 29.00 41.00 30.00 3.00 1.00 542 348 9.00 28.00 53.50 3.00 1.00 542 3348 50.50 30.00 17.00 1.00 858 5613 5.00 22.00 53.50 0.00 1.00 0 0 43.00 53.00 26.00 16.00 1.00 1476 10565 25.50 25.50 1.00 2414 16838 53.50 9.50 1.00 1396 10602 24.00 14.00 1.00 594 4622 53.50 20.50 1.00 870 6768 33.00 26.50 22.00 1.00 959 7263 36.50 10.50 1.00 458 3467 6.00 6.00 1.00 265 1981 40.00 3.00 1.00 134 990 39.00 53.50 13.50 1-00 603 4457 40.00 10.00 1.00 862 6603 53.50 0.00 1.00 0 0 51.00 30.00 23.00 1.00 1032 7593 14.00 22.00 30.00 19.50 1.00 843 6438 5.00 20.50 5.50 7.00 3.00 2.00 5.50 7.00 3.00 2.00 2.50 7.00 4.50 7.00 11.00 7.00 4.00 7.00 8.00 7.00 16.00 7.00 8.00 5.00 4.00 4.00 8.00 7.00 2.50 7.00 8.00 7.00 3.00 7.00 6.00 5.00 9.00 7.00 4.00 3.00 3.00 2.00 4.00 4.00 5.50 7.00 HOLDOOHN FORCES on ]ft] Wall Position on wall • Holddown Force [lbs] Dragstrut Shear Dead Uplift Combined Force[lbs] 988 988 382 382 606 606 270 606 606 74 382 382 733 733 145 860 860 2 797 797 68 797 797 176 988 988 916 916 1455 1455 377 377 1293 1293 93 916 916 539 539 742 / 1 40.00 0.00 Line 3 Vett. Element 1487 1487 1 40.00 6.00 Line 3 Vert. Element 1487 1487 588 1 53.50 0.00 Line 4 Vert. Element 974 974 1 53.50 6.00 Line 4 Vert. Element 419 419 1 53.50 10.50 Line 4 Vert. Element 419 419 1 53.50 18.00 Line 4 Vert. Element 419 419 1 53.50 29.00 Line 4 Vert. Element 974 974 151 1 53.50 32.00 Line 4 Vert. Element 556 556 0 1 53.50 37.00 Line 4 Vert. Element 419 419 1 53.50 41.00 Line 4 Vert. Element 419 419 1 53.50 51.50 Line 4 Vert. Element 556 556 102 1 53.50 54.00 Line 4 Vert. Element 556 556 24 1 53.50 58.50 Line 4 Vett. Element 974 974 1 1.00 0.00 Line A Vert. Element 227 227 1 9.00 0.00 Line A Vert. Element 2034 2034 182 1 12.00 0.00 Line A Vert. Element 2375 2375 299 1 28.00 0.00 Line A Vert. Element 341 341 1 30.00 0.00 Line A Vert. Element 454 454 1 50.50 0.00 Line A Vert. Element 1807 1807 481 1 53.50 0.00 Line A Vert. Element 1807 1807 1 10.00 17.50 Line C Vert. Element 830 830 1 26.00 17.50 Line C Vert. Element 830 830 1 0.00 20.00 D -1 Left Wall End 946 946 1 25.50 20.00 D -1 Left Wall End 946 946 1263 1 10.00 32.00 Line E Vert. Element 382 382 1 24.00 32.00 Line E Vert. Element 382 382 1 33.00 32.00 Line E Vert. Element 382 382 1 44.00 32.00 Line E Vert. Element 1470 1470 1 53.50 32.00 Line E Vert. Element 1852 1852 1 44.00 33.50 E -1 Left Wall End 1148 1 4.50 34.50 F -1 Left Wall End 436 436 119 1 26.50 34.50 F -1 Left Wall End 436 436 257 1 28.00 34.50 F -1 Left Wall End 436 436 1 38.50 34.50 F -1 Left Wall End 436 436 1 28.00 37.50 F -2 Left Wall End 217 1 38.50 37.50 F -2 Right Wall End 397 1 0.00 47.50 G -1 Left Wall End 442 442 1 6.00 47.50 G -1 Left Wall End 442 442 235 1 30.00 58.50 Line H Vert. Element 1223 1223 414 1 33.00 58.50 Line H Vert. Element 447 447 321 1 40.00 58.50 Line H Vert. Element 1223 1223 1 53.50 58.50 Line H Vert. Element 447 447 1 39.00 58.50 H -1 Eight Opening 1 404 1 0.00 62.00 Line I Vert. Element 449 449 1 5.00 62.00 Line I Vert. Element 389 389 1 10.00 62.00 Line I Vert. Element 449 449 105 1 14.00 62.00 Line I Vert. Element 449 449 33 1 15.00 62.00 Line I Vert. Element 389 389 1 19.00 62.00 Line I Vert. Element 643 643 19 1 22.00 62.00 Line I Vert. Element 643 643 84 1 30.00 62.00 Line I Vert. Element 838 838 2 0.00 0.00 1 -1 Left Opening 3 382 382 2 0.00 22.00 1 -1 Left Opening 3 382 382 226 2 0.00 27.50 1 -1 Left Opening 3 382 382 49 2 0.00 35.00 1 -1 Left opening 3 382 382 126 2 0.00 44.50 1 -1 Left Opening 3 382 382 180 2 0.00 62.00 1 -1 Left Opening 3 382 382 2 30.00 0.00 2 -1 Left Wall End 377 377 2 30.00 6.00 2 -1 Left Wall End 377 377 114 2 30.00 34.00 2 -1 Left Wall End 377 377 530 2 30.00 58.50 2 -1 Left Wall End 755 755 2 30.00 62.00 2 -1 Left Wall End 377 377 2 40.00 0.00 3 -1 Left Wall End 395 395 2 40.00 6.00 3 -1 Left Wall End 395 395 236 2 53.50 0.00 4 -1 Left Opening 3 419 419 2 53.50 6.00 4 -1 Left Opening 3 419 419 93 2 53.50 10.50 4 -1 Left Opening 3 419 419 47 2 53.50 18.00 4 -1 - Left Opening 3 419 419 70 2 53.50 29.00 4 -1 Left Opening 3 419 419 271 2 53.50 37.00 4 -1 Left Opening 3 419 419 147 2 53.50 41.00 4 -1 Left Opening 3 419 419 271 2 53.50 58.50 4 -1 Left Opening 3 419 419 2 5.00 0.00 A -1 Right Opening 2 454 454 80 2 14.00 0.00 A -1 Right Opening 2 454 454 230 2 22.00 0.00 A -1 Right Opening 2 454 454 101 2 30.00 0.00 A -1 Right Opening 2 454 454 377 2 10.00 17.50 C -1 Left Wall End 830 830 276 2 26.00 17.50 C -1 Left Well End 830 830 759 2 10.00 32.00 E -1 Left Wall End 382 382 274 2 24.00 32.00 E -1 Left Wall End 382 382 63 2 33.00 32.00 E -1 Left Wall End 382 382 2 53.50 32.00 E -1 Left Wall End 382 382 2 30.00 58.50 H -1 Left Wall End 776 776 483 2 40.00 58.50 H -1 Left Wall End 776 776 2 42.00 58.50 H -2 Left Opening 1 358 2 5.00 62.00 I -1 Right Opening 2 389 389 140 2 15.00 62.00 I -1 Right Opening 2 389 389 11 2 20.50 62.00 I -1 Right Opening 2 389 389 144 2 30.00 62.00 I -1 Right Opening 2 389 389 / 7 Ji 3 1 a w adelY ¢ t • 111stance tl i . Comer,<<). - xt a Fasteners t, �t (Allow abtL . f x ;Abrade U 3 a 3r e x . ' :e: 9 Cede As7.; • 4 HPAHD22 15' Min 13-16d ..2705 170 8° Min 23-16d 4570 fi:" p` ll & :,:ii " 4 24416ds1nkere . 1695 .� t : ' L ' S R Ei xs' Min t24 ='f6d elnkirt f! 1895. STHDe/ .W Min 24-16d sinkers 2055 32 .. e• Min 24-16d sinkers 2345 STHDBRJ STHD10/ W Min 28 -16d sinkers 2055 STHD10RJ 10' Min 28•16d sinkers 3185 • S I g I 0 O I SIMPSON Stron•ie STRAP TIE 6eS ■ S1 V,►7TH 6i HOLDOWN SPALLING LOAD REDUCTIONI H strap Is bent horizontal 90• during • Installation, and then bent vertical for. nailing to the stud, concrete spelling could result. Load reductions may apply, see Installation note. .' •Iodel No.. Standahl /Rim Joisri maw OcIETIID -=11012111 101 STHD14. /STHD141U •': Th Eir7f m wyr:ut e . 4fLita7fO LSTHD8 / LSTHDBRJ STHD8 / S7'HD8RJ STHD8 /STHD8RJ STHD10' /STHDtORJ'- STHD14 /STHD14RJ 6 'prep lengtfi 38% 10 Esurinn 10 24-16d sinker 24-16d sinker 28 -16d Shika'(!i 135 =16 initti `i 24.18d sinker 24-16d sinker • 26:168; §biker 5918 7187 aCi:•::4 *0.1••.. it CUM 7577 11 .80 • 1895 1780 2370 , ,1I tid,10 895 2050 1695 2370 1695 2345 1695 3195 1825 1950 1825 2370 1825 2210 1825 2370 1825 2385 2335 3195 1950 2135 1950 2370 1950 2370 1950 2370 1850 2425 2975 3195 32 1.'RJ' alter the model indicates STHDS for rim mist applications, e.g. STHDSRJ. 2.STHD14RJ on 8' etemwall req res 30-16d sinkers, with the (le) load at 133% of 4960 lbs. 3.10d commons or 12d common nails may be used with no load reduction. 4.Minimum nail end distance to prevent splitting is 10 x diameter, 1W for 10d sinkers, l0d commonand 12d common. 5.For two pour with 4' slab or less. The STHD14 load at W edge 2000 psi is 3235. The STH010.at the same condition Is 2035. 4: m nyp: Top View of Post Tension Cable Placement DETAIL 1 When Installed on a raised curb, use Stemwall Installation and loads (page 32) (roar required). Post Tension Cable Placement in a Garage Footing PALL REDUCTION SYSTEM FOR STHD AND HPAHD FEATURES • Secures holdown to wood form - board. 4 Allows for proper side•cover. • .. • Keeps strap vertical. • Prevents Ming or twisting of strap during the concrete pour. • Uses one 16d duplex nail. BENEFITS • Greatly reduces spelling and costly retrof ts. • • Prevents strap movement parallel and perpendicular to plate. • Decreases possibility of misinstallation Keyhole Feature of strap to wood member. Patent Pending • Simple to use: — Common )obslte nail. — NOadditlonal expense. When using keyhole feature, ears should be taken when removing form 'boards. it conerate Is riot set, the duplex half will move the strap placement. SM1 • tAllowable bads have been Increased 33% and 80% for earthquake or wind loading v4 b no fuller Increase allowed; reduce where other loads govern. 7.Strap maybe bent one hill cycle. 8.Calculate bads using straight fine Interpolation for corner distances between W and l 9.8TH014 and STHD14RJ Installed on HF/SPF: the le load is 5280 lbs. POST - TENSION INFORMATION • "rs ` DETAIL 2 'Post Tension Cable''" COW miJ Placement pr e Comer Installation jnarebarrequired) DETAIL 2 1: Mtnimuni concrete strength Is 2500 psi. - 2.'Post- tensloe steel Is minimum W diameter, 744re; kwrretaxation - ,Strand in accordance with ASTM A416, Grade 270 ksl, with a • guaranteed'umniate strength of 41.3 k - ' 3; Mchorage is monostrand -type anchor system with anent ICBO - 5approval using a ductile Iron casting of atleast2.25' x 4.S of bearing and reusable pocket formers on all stressing ends: „.9,,, . '4. is the designer's responsibility to provide reinforcement to tie . / cold - joints and to resist bending stresses In the foundation due: to anchor uplift 31 ' 4 a of 'ts ails 9 � Dlmbertonst s h rt'n on End- Dlat Mm' 'a COIL r t Pu l . ' 484 ,Iign w -' ., A 1 .36 01 5 2500 9795_ A. In 36 Ell 6 2500 12900 1 p L� H OLDOWN S TED This product Is pnlenbls to sim/W sonneslon lusts, dfd asslaf asiS4on,:. bl biahst loads, cl Iowa ka t:IS Ad, no contbldsUoa atshss,Janrrad The Predeflected Holdown (PHD) Is a revolutionary development - In holdownronnections. Predeflected during manufacturing, the; PHD .virtually eliminates deflection from material stretch. • • • • SPECIAL FEATURES: • Wood screws redline slip due to overdrllled bolt hole,... • Smaller centerline reduces eccentricity In the stud. • No stud bolts to countersink. • Typical PHD • The slot In the seat provides anchor bolt adjustment Installation • Fits easily on a 4x stud. • As MATERIAL See table. FINISH: Galvanized. Holdown INSTALLATION: • Use all specified fasteners. See General Notes • Place the PHD over the anchor bolt. 'Install Simppsong code-recognized SDSY.x3 wood screws, which are i provided with the haidown. (4p screws will not Sloping jams leA • For an Improved connection, use a steel nylon lonianp Or a thread adhesive on the anchor bolt. (No Washer required) t. , • See SSTB Anchor Botts, page 24; for anchorage options,Thedesignenglneer may specify any alternate anchorage calculated to resist the'tenslon load for • a - specific job: Anchorage length should take the bearing plate height of 144' Into account, to ensure adequate length of threads to engage the nut. For ax sill plates use SSTBL. - • Toile double 2x members together, the designer must determine the fasteners . required to bind members to act as one unit without splitting the wood. • CODES: See page 10 for Code Listing Key Chart. • ' 1.Nlowable loads have been increased 33% for earthquake or wind Wading with rno fuller Increase allowed; reduce w where other loads govern. 2.The designer must specify anchor bolt type, length end embedment See the SSTS Anchor Bolts. 3.See Wipe 18 and 22 for retrom bolt 4. Loads we based on static tests on wood studs, limited by the lowest of 0,125' deflection, ultimate divided by 3, or the wood screw value. -Pressure-treated harder may be re nmrhour, '17817 3 1111 inlP 7ntaftr hritiTl'c 1 !;ibi orip ;1111ir4i P' 5 "liht; lrllhn' {jClll Cy r,.S1UGc 51 1 „�(nhrdnl^t;i 1u11jt,'a1t's�t`s, 1rrJ;r7t[l': {tYt -.,. rrltrn r, tnraw.y1 d r3 ;lrl vh, Rot g1y 9aslgntopd 'lQalaa4.,s PHD2 -SDS3 P• 05 -3033 16,670 • ';1.:4685 3375 31, 98, 5 Deflection M}Ilghest Allowable Design J: bad: The defecltoif,Pia holdoim measured : between Ahepnchor boltme thestn* polnon of the holdown Een load d to the highest allowable load listedin the catalog9able. This movement Is sllctlydue to 'the twidoWnpelormation„ u nder a static.toad lest conducted - On a steel jig. 6 Instals`best with a low gpecd W rlghtmele:drW ydth a(t: A head driver. 7 80S14x3 - screws are requlredlor PHD's. t Simpson for PHD loads using shorterscrews:,: -. - 8 When using structural composite lumbercolumns, screw* must be lied to . the wide face olthe column. - - - ADDITIONAL ANCHOR DESIGNS See SSTS, page 24. Anchor types shown - are - made by others)nd used with Simpson Strong- TletholdoWns. • • *_ The design engineer mey specify an alternate anchorage fillinhorage4yo,t4mtfirOyWed.the anchor diameter Ittthe same: See the Prestressed Concrete Institute Deeign Handbook (Ed. 4), Sec. 8,5.2. 1.Anchor embedment length N based on a single-pour concrete foundation. Double pour foundationsystems, . masonry walls and masonry footings must Ire evaluated by the designer. 2.Anchor bolt B must be Mlle A307; anchor bolt A must be A36 steel or better. 26 3.8pacing between anchors N 21e nilo. for anchors In tension at the aajne Erna - ,. -. 4. - A' boa minimum end distend. leforcomer with 12' return onty.(slmflmloS 28tsee s' . '1ypica RebatPlacement,Bo nerinaplWtlan) ,..:, Otherwise, the minimum end dlitanae.ls le`>., i - -, for the full table load. • .14—“4 Mglior type A L =6plt ,. Band without cracwnp trit' . outside of.the bend portio , n,• f laCe 4tebar3';to:5•trom fhe -top center -of the • •oundatlon. • • PHD5 (others similar) US Patent No. .6,879,130 SDS Screw US Patent No. 0,109,850 See screw Info en page 10 -�.-- 2 le MIN. SIMPSON StrongTie w a I Anchor Type B Hex-Head Bo t. Design loads tor Anchor lype B era calculated using a full shear •tone, Multiple reductions must be taken for corner and edge distance conditions. / 3) I I SIMPSON 6 IFHDQB HOEDOWN • Ms product beatable Is sbnlbrseoe:eMrs Mean 4 aedalimD tits: b)hbberloads, e) Thee rInstalled cost, era combination M Them eeMMream4, FINISH: Galvanized. • 4h' of /Mesta:Alty perpendicular to the wad • 114' center line for reduced eccentricity - • Use In vertical and horizontal applications • Install Slmpson's code - recognized SDSYa3:rood ' screws, which are provided with the beldovm... (Lag screws will not achieve the same load.) • To Us double 2x members together, the designer mutt .: determine the listeners required to bind members to Oct as one unit without splitting the wood. CODES: See page 10 for Code Listing Key Chart. I I I ;Horizontal HDD HUD nsfallstion U8 Plzen 1,oDe,4tk • • and 6,327,631 weea•wwwniaawuw $3 7 . 2r% 14 214 r .. le loads have been Increased 33% for wind or earthquake loading and are governed by SDS screw calculations. No further Increase diorro0; reduce where other loads govern. 2. For double Installation, offset holdowns to eliminate screw Interference. This achieves double the load capacity (16,550 Ms). IOW designer must specify anchor bolt type, length and embedment See SSTBL Anchor Bob. 4.See gape 22 for retrofit anchor bolo 5.Lads are based on static tests on wood studs, limited by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value Ube designer must specify anchor bolt type, length and embedment See the SSTS AlwhorBolts. • ass page Mind 72 tor : tebomanchor bolt 3. toads are based on static tests on wood studs, Salted by the lowest of 0.125' deflection, ultimate divided by 3, or the wood screw value. 4.0efleetlon at Highest Allowable Dealgn Load: The Section of a holdown measured between 27192. ,.:..,. 1-, IAlreroded b prefersbls to similar eonneetorabreause of a) enbrbadtlls0cd 1- b) higher loads, e) lower Installed cost, era combination slaw bstens HDC product line eliminates eccentricity. Installs with SDS screws. pncludedf `- to reduce slip and maintain post capacity. . MATERIAL: l�gauge strap. FINISH: Galvanized strap, a)uminum base. r`. INSTALLATION: • Use all specified fasteners, See General Notes. •Install on concrete. • Sized fort - 2x, 4x and 2 members In two load capacities center:HDC Onpbst • Concentric to eliminate bending On the stud. • Install Simpson's code - recognized SDS weed sellers, which are p • S lin th seat allows for i4' d jus t ment perpend o plat e/ . (standard cut washer • Witness slot In the base to Inspect the nut . • Maximum anchor bolt height above concrete is 21Y. • To tle double 2: members together, the designer must determine .the fasteners required to bind members to act as One unit without sptittlpg the wood , • Aluminum standoff cannot be In contact with pressure treated sea. CODES: See page 10 for Cede Listing Key Chart. ?` eeclier.691hwtdtiie�appomoh eLlfie'�ibldawil'vr�e May be Installed Wised o9 the sill plate with no Increase In deflection values. 17 i,Iil4tis iFhl4I!,}$ t �}' 1 x ]d ,i!trtJt mil liq w4lj p ' jiIE'r51j .Ii9n+3 ;�i gw lnld� o downy ;s. eflcciloq ; litHlgheat% ^'tte nslo Al a „t nale n b { esign Load' 7214 .0.040- 6.DefleetiodatHigbest i , !, eTension Design Lad: The deflection of a holdown measured between the anchor bolt and the strap portion of the holdown when Made to the highest allowable load listed In the catalog table. This movement Is strictly due to the holdown deformation under a.static load test conducted on - steel pg. 7.505 screws install best wi h slow speed 141r111 with a 44' hex head driver. ILCompresion load squires an sddttfonal standard nut and square washer below the holdown. Maximum rod length b 5 from the concrete to achieve 7175 -lbs using M6 steel. If rod length Is longer, designer needs t chec$t and lorbuck ing capacity. O.whencoing ehudorat Composite lumber eolumae, strews must be appliedto the wide tee of ®4 HOLDOWN ; HDC1O 115 PateAt , 513, 290 HDC5/22- 6052.5 HDC5/4- SDS2.5 HDC HDC1W4•SDS25 ®m©® .w 2 -2x4 914 1870>a " 4 1870 the mthefilpl t adewabt*iOSdBel¢QTnIhttito bfldldhSntp v6rn nthtb tdctydonto the holdeen pd'ionwolip tizz }latlPbndtest ednducte1l do efeel jig. • - DSDS icrse Stall be tt,lthhlbw stead sfldg4yhh VWs hex head driver. S ec1 N HDC5/ l2endHDCID2241- 10hIew $naDdvrabW$ - - DILplate .HDCA4"adtfontw4atuaehbv0'ahS owlb• turd 49401b. on a DR. plate, which does not tab deflection Into account • 63111 HOW:Rill MIME d Wired so m pp slon di D y Metalled an plate. ;Ode - fief 45 Pressure -Mated bawler may be required. HDO Vertical Installation Typical HOC installation with 22x4 studs /Simllerwith 22x5 surds) 7. Higher values may be obtained when HOC Is not pladpt an edge or with Pc concrete strength 2500 pet 2013 27 Model No .. Dimensions Fasteners Allowable . Tension Loads Code Ref.' Beam Beam Studs/ Post Width (min) Depth 0010 Face Bottom DF/SP SPFMF 133/160% 133/160% MStC4883 3 9% 12.10d 4 100 38 104 3930 3380 160 MSTC6683 3% 11174 14 • lad 4440 3820 Model No. Clear Span Fasteners (Total) " yf1 if 77R , f Allowable Tension X5 , Loads SPFM ,_ , .; ;�,'v.,�.� 160 MSTC2e 1B 12-113d sinker 1000 1200 885 1035 16 16-16d sinker 1335 1800 - 1150 1380 MSTC40. 18 26-led sinker f an C'41 a 2015 2420 ini 361edak6rer � �` . dy a d` C 2590 3110 MS7C52 18 44-164 sinker 3665 4400 3170 3800 1e 48.160 sinker 4000 458 3455 4145 MSTC88 to 8418d sinker ef � , a L% 4780 5060 le 68•16d sinker w�': Yc i K 6075 5860 MSTC7e 18 76-led sinker 5660 5660 5660 5660 18 - 78-led sinker 5660 5660 5660 5660 MST97 n 20-15d '._HUiL1J 1825 2190 18 22•led .6 a 1n 2010 2410 MV O _ 16 32.160 3370 3635 2925 3505 16 3•16d 3580 3635 3105 3635 � 48-led ETV; "rr a 4000 4830 MSTBO � 18 48-led x 3 30 ; ,1 : 4800 4830 MST72 16 56.186 hr 6945 5600 6720 18 56-18d 6420 6945 5600 6720 a1ST138 18 14.10dx11e 1100 1920 16 16-locbo% '�.j ;{ } 1260 1510 14511411 15 26- nichdl4 2355 2830 2045 2455 16 26•10dxl% 2540 3045 2205 2645 18. 38.10dx114 jqi " ir2 2990 3685 MS1180 Y �," is 40.10dx114 .:5•. r + %<Ljr 3145 3775 18 50- 10dxl%4 5080 3935 4720 MSTIM 16 52.10dx144 4715 5080 4090 4910 132 C HST /MST /MSTC /MST1 „ "5 P Floor-to-Floor Clear Span Table Model No. MST27 ®® ®0 MST60 ® 80 bra if CHM MCC ®a HST2 HST5 HST3 HST6 Fasten rs (Total) Nails 30-18d 42-18d 46-16d 56-16d 56.16d WPM Bolts Oty Dla n© tin n® et ®® n= w � a/ k Ell 10 S 3140 4395 4845 3770 5080 6310 1800 2525 3065 4350 8875 ; 2165 3025 3875 5220 10650 2740 3835 4200 5600 5600 3290 4605 1040 6510 6720 166 2335 2840 3480 4030 8225 111 2000 2805 3410 4175 4835 9870 6660 13390 Code Ref. 3, 39, 88 MSTC4883 /MSTC66B3 MAIN' The MSTC48B3 and MSTC6663 are pre - bent straps designed to transfer tension load from an upper story sheanvall to a beam on the story below. CODES: See page 10 for Code Listing Key Chart. 1. Using fewer than 38 nails in the studs/post will reduce the capacity of the connection. To calculate a reduced capacity use 129 lb. per nail for OFL/SYP a 112 lb. per nail for HFISPE 2. Nails In atudsrpost shall be Installed symmetrically. Nails may be Insisted - over the entire length of the strap over the studs/post. 3. The 3' wide beam may bedouble 2x members. 4. MSTC4883 end MSTC66B3Uwtalled over sheathing up to if thick achieve 0.85 of table loads. 5. Loads govern by .125' deflection from static tests on wood members. BOTTOM web Nails are not required In the rim board area. When nailing the strap over OSB/plywood, the nails mugt have a minimum 12 diameters penetration Into the stud to achieve the table loads. CODES: See page 10 for Code listing Key Chart. awexwa 1W V FROM MD ant J • T MSTC4863 Installation with 1fke0f no Rim Joist Typical Detail with Strap Installed Over Sheathing eM 4 MSTC6S83 Installation with Rim JolsL 4 SIMPSON stconOte Floor-to-Floor Tie Installation showing a Clear Span 1.Leads Include a 33% or 60% load duration increase on the fasteners for seismic or wind loading, but 11.0 _101/ Include 33% stress Increase on the steel capacity. Refer to peps 12 for further sspranallon. 2.10dx1W nails may be substituted where 18d sinkers are specified at 0.77 of the table loads. 3.104 commons may be substituted where led sinkers are Specified at 100% of me table loads. 4•184 sinkers (9 paaaex9147or lad commons may be substituted where 16d commons are specified at 0.85 of the table loads. SMlowable bob bads are based on parallel-to- grain loadingandthese minimum member thicknesses: MST -211: IIST2 and HSTS -4; HST3 and HST8 -4W. B. 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(.4 4 _ / / 0 4 - 6 2 / r = '6 32s` r r � ` D S _- �-✓ � 8 3� 5`^4G i/ 4 /Yew. t); aro 1111 ?3/0 39 31 3/ Work Location: Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): D06 -231 Grantor /Borrower: Vijay Prasher Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington 5216 S 142 Street Abbreviated Work Description: Underground power from south side of S 142 St to 5216 S 142ns St. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. Page kof_ DATED this '3 6- 0- day of A uc � 't , 200t(. GRANTOR(s): ' 11i�tf�`j K eKf}Sr GRANTOR(s): 416)! $ p/9 1,� tluV GRANTOR(s): individual(s) STATE OF WASHINGTON COUNTY OF KING (seal) : oTA + ,',; e■* t '►� �,S S a¢ S i / 7 . 5 ,2 �Q gy ss. Page 2 of 3 rg On this , day of -bust' , 200 C., before me a Notary Public in and for thq State of Washi personally appeared 'V j a�f Keane. 1 "Husk- r , - 76 - nr!- , to me known to be the individual(s) that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said individual(s), for the uses and purposes mentioned in this instrument, and on oath stated that he /she /they was /were authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Name: APIA"i`r; 4 C-C)f NOTARY PUBLIC, in and for the State of Washington, residing at My commission expires: 0.5-.26?-/ DATED this (p day of a ni,*3 y- , 200k GRANTEE: CITY of TUKWILA 1 By: Qn a. _M [ Th Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON COUNTY OF KING On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. ' 1 � (seal) s c'!.° 44 .47 * t NOTARY PUBLIC, in and for the State of • N A . Lig oco Washington, residing at ��f� /,i 7C� I , 1 js WASH�erit My commission expires: C ;fie) /D Page of alyy Name: irt (C r /'f'- 11( er /-e_ 06 -04 -2007 VIJAY PRASHER 16101 REDMOND WY REDMOND WA 98052 RE: Permit No. D06 -231 5216S142STTUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206-431-2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 07/25/2007 , 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, 'fer Marshall, Permit Technician xc: Permit File No. 006.231 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 July 6, 2006 Vijay Prasher 16101 Redmond Wy Redmond WA 98052 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -231 Prasher Residence — 52126 S 142 St Dear Mr. Prasher: 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. Buildine 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 -231 shall ician City of Tukwila lk P:Vennifer\Conection Lettere\2006006 -231 Correction Lu NI.DOC jem 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 21, 2006 Project Name: Prasher Residence Permit #: D06 -231 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments In an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1 Pages 2/8 and 4/8 indicate the furnace and water heater to be installed under the stairway. The elevation detail of the stair way indicates the space under the stair to be approximately 12 inches to 24 inches in height, which is insufficient space for mechanical equipment. In addition, exhaust vent has no visible or sufficient means to vent out the roof or building. Revise the plan to show a mechanical room location that shall be sufficient for the size of mechanical equipment and meets code for clearances and servicing of mechanical equipment (2003 IRC Chapter 14, IMC Section 303 and Section 306) 2 Page 4/8, detail B-P2 indicates the concrete pad poured over floor framing adjacent to the exterior wall framing. Concrete shall not come into contact with untreated wood members or sheathing. Provide a detail to show how the exterior wall framing and interior floor system adjacent to the deck shall be flashed and protected to protect against moisture seepage and insect damage. Indicate on the details exterior framing shall be pressure treated materials. (2003 IRC Sections R319 & R320) 3 In addition to page 2/8, Identify shear wall schedule/notes with the relevant Shear Wall Schedule title. Should there be questions conceming the above requirements, contact the Building Division at 206431- 3670. No further comments at this time. ` PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -231 DATE: 07 -06 -06 PROJECT NAME: PRASHER RESIDENCE SITE ADDRESS: 5216 S 142 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: �:ulullnn Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUT NG: Please Route LVJ Structural Review Required REVIEWER'S INITIALS: Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Incomplete ❑ ❑ Permit Coordinator ❑ DUE DATE: 07-11-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 0$-08-06 Approved with Conditions d Not Approved (attach comments) ❑ DATE: Planning Division n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -231 DATE: 06 -16 -06 PROJECT NAME: PRASHER RESIDENCE SITE ADDRESS: 5216 S ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bull g Division ,' le& Public Work DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved ❑ Notation: Documenls/roulins slip.doc 2-28-02 '"' PERMIT COORD COPY `' PLAN REVIEW /ROUTING SLIP TUES/THURS ROUTING: Please Route u Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: 5tz •c- G 2$-09 Fire Prevention � , Planning Division Structural Incomplete ❑ ❑ Permit Coordinator ❑ DUE DATE: 06-20-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DATE: DUE DATE: '07-18-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg IA Fire ❑ Ping ❑ PW ❑ Staff Initials: I REVISION SUBMITTAL I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 • — 7 - v 6 - Plan Check/Permit Number: D06 -231 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Prasher Residence Project Address: 5216 S 142 St Contact Person: Vijay Prasher Summary of Revision: Sheet Number(s): 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 2 "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 \applicationsVorms-applications on hne4evision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director CITY JUL 0 6 2006 "ERMIT CENTER Phone Number: 4 oZ S Cl p c — r e?‘ t�.d Residential Sewer Use Cjtification Sewage Treatment Capacity Charge • To be completed for all new sewer connections, re- connections, or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type Property Street Address -R, IcWI�R i — 9816% City Owner's Name ft �f teen sai , S. ?tout) sf-. Owner's Mailing Address j UKwfI.A City sail sa1aj. 14 2 bU c.t Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) Party to be Billed (if different than Owner): Name Street Address City State L_ - ZIP Sa cos+"1 Cs 'MAC S SA• • State ZIP %62- -'3G ,. %Nis -g9jfl Sewer District Date of Sewer Connection Side Sewer Permit Number Subdivision Name Lot Number State ZIP Building Name Please check appropriate box: Equivalent (RCE) Ingle- family (free standing, detached only) 1.0 Multi - Family (any shared walls): D Duplex (0.8 RCE per unit) 1.6 D 3 -Plex (0.8 RCE per unit) 2.4 O 4-Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = O Mobile home space (1.0 RCE per space) N it b S s o ld i x 1. Pa r 1 If Multi- family, will units be sold ndividually? D Yes .B'fso If yes, will this property have a Homeowner's Association? D Yes 0 No Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the Metropolitan King County Council as a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid it a discounted amount Questions regarding the capacity charge or this form should be referred to King County Wastewater Treatment Division at 206-684-1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission oycorrected data fob determination of a revised capacity charge. Signature of Owner /Representative lt , Pp" Date S' ZL/ Ob Print Name of Owner /Representative �l / 7144-i /( 1 4Vi4rC. tos/ (Rev. toms) White — King County vel to.a I Sewer Agency Pink — Sewer Customer .�.,.., Residential Customer For King County Use Only Account # No. of RCEs Monthly Rate 6 Month Rate kfal /r / L. /676 9 ooa67 Required: Property Tax Parcel Number King County Department of Natural Resources and Parks Wastewater Treatment Division RECEIVED Su lsloM 1 Block Number t ?�h� MITCENTER PERM. ar cr, Please report any demolitions of pre- existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? `Cf Yes ❑ No Was building on Sanitary Sewer? ;Pas 0 No Sewer disconnect date: f li Le- 107 to Type of building demolished? Si * /✓ — Request toj�ppply demolition credit to multiple buildings? .0 Yes ZiNo EXPIRATION DATE 12 -31 -2006 DATE ISSUED 06/12/2006 LICENSE NUMBER 06 -2143 FEE PAID $50.00 SALES TAX CODE No.1729 e &tLC.c - CITY CLERK 425 802 -3666 City of Tukwila, Washington USNESs LMENSE Gen'1 cont'r (14202 53rd) TELEPHONE NATURE OF BUSINESS LICENSEE AGREES TO COMPLY WITH ALL THE REQUIREMENTS OF CITY ORDI- NANCES AND STATE LAWS APPLICABLE TO THE BUSINESS ACTIVITY LICENSED HEREUNDER. Kanishka 22343 NE 101ST PL REDMOND WA 98053 -1954 This license is to be displayed conspicuously at the location of business and is not transferable or assignable License Information License SANTOCL94IJQ Licensee Name SANTOSH CONSTRUCTION LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602511903 Ind. Ins. Account Id #1 Business Type LIMITED LIABILITY COMPANY Address 1 16101 REDMOND WY Address 2 City REDMOND County KING State WA Zip 98052 Phone 4258023666 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/18/2006 Expiration Date 4/18/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 CBIC SG6595 04/17/2006 Until Cancelled $12,000.00 04/18/2006 Business Owner Information Name Role Effective Date Expiration Date PRASHER, VIJAY PARTNER/MEMBER 04 /18/2006 SINGH, NAVINDER PARTNER/MEMBER 04 /18/2006 Look Up a Contractor, Electrir+ian or Plumber License Detail - Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and cant' general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= SANTOCL941JQ 08/04/2006 x x x x x x x x