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Permit D09-142 - VILLAGES AT SOUTH STATION - 6-STALL CARPORT 9
VILLAGES @ SOUTH STATION - CARPORT 9 15443 38 LN S D09 -142 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: 0043000335 15443 38 LN S TUKW Cutyyikf Tukwila VILLAGES AT SOUTH STATION - CAPORT 9 15443 38 LN S , TUKWILA WA SP TUKWILA L L C 1201 3RD AVE STE 5400 , SEATTLE WA 98040 Contact Person: Name: CANDY FORD Address: PO BOX 2389 , BUCKLEY WA 98321 Phone: 253 862 -7556 Contractor: Name: CARPORTS OF WASHINGTON INC Address: PO BOX 2389 , BUCKLEY WA 98321 Phone: 360 - 829 -2838 Contractor License No: CARPOWI945BR DESCRIPTION OF WORK: INSTALLATION OF AN 816 SF /(6) STALL CARPORT Value of Construction: $473.28 Type of Fire Protection: NONE Type of Construction: doc: IBC -10/06 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 DEVELOPMENT PERMIT * *continued on next page ** D09 -142 • Permit Number: Issue Date: Permit Expires On: Expiration Date: 01/19/2010 D09 -142 08/03/2009 01/30/2010 Fees Collected: $103.50 International Building Code Edition: 2006 Occupancy per IBC: Printed: 08 -03 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: City oftukwila • 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 N N Permit Number: D09 -142 Issue Date: 08/03/2009 Permit Expires On: 01/30/2010 Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied 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 pe .. o - ance of work. I am authorized to sign and obtain this development e 't. Signature: / / Date: 75-7- 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. Print Name: doc: IBC -10/06 Date: 011,7) D09 -142 Printed: 08 -03 -2009 Parcel No.: 0043000335 Address: Suite No: Tenant: doc: Cond -10/06 15443 38 LN S TURIN • 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 VILLAGES AT SOUTH STATION - CAPORT 9 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D09 -142 ISSUED 07/22/2009 08/03/2009 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 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. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 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: 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. D09 -142 Printed: 08 -03 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 Date: F D09 -142 Printed: 08 -03 -2009 CITY OF TUKWILP Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www.ci. lulnvila. 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** SITE LOCATION "at-DG King Co Assessor's Tax No.: C0 Site Address: I 5 L-n • Suite Number: Floor: New Tenant: ❑ Yes ❑ ..No Tenant Name: Property Owners Name: SP Tu ui ( Ict LI_C.. Mailing Address: 1201 111A-41 Aire, I SUi te- 00 CONTACT PERSON — who do we contact when your permit is ready to be issued n Q I - ' Day Telephone `J ' g k : ? -155 Mailing Address: - Q - i3 Q - l C WA. 6,a 3D- 1 City G State Zi l�.l j t� ' E -Mail Address :CA( t u-Ppr` i�otbia S �. n�'Dr1. Men Fax Nun L j E p &2 71 5 Name: P Yrl GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: C. 0..rictlit D r wash, r5k)r). I t'1G Mailing Address 0. J Contact Person! slit C-{p rj1 E -Mail Address [ a tafu'erilitui& . Le Contractor Registration Number: CAepo (Cgy J 51 , ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record Company Name: 7›....Cl f erY.Ai nee -, no Mailin Address3t & 9 g I `J <C ' , ` 8Q '- JCf City lN ' State Zip Contact Person . L1 " APAI L L I Day Telephone 1 T l - i37 E -Mail Address: Fax Number: •.Sa!r}�� Q: ApplitatinnsWont - Appliernioes On Linel3 -2006 - Permit Applcetion.doc Revised: 9 -2006 bh Buildin g Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. Ltia G QA City State Zip (For office use only) State p g - 1 C State -� - Zip s Day Telephone -Q �J ria o� - 15510 Fax Number: ��� C5 LoD- - 15 - (- 7 � Expiration Date: 1 - I G ( Q Zip Page 1 of 6 i BUILDING PERMIT INFORIRTION - 206 - 431 -3670 1 Valuation of Project (contractor's bid price): $ I Existing Building Valuation: $ Scope of Work (please provide detailed information): , 11,_54;1 /1.4.4 ) Co .514-11 Like-Poej Will there be new rack storage? ❑ Yes 9 .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ] No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: El Sprinklers ❑ Automatic Fire Alarm None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes e No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1ApplicationsWorms- Applications On Linet3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l' Floor 2 Floor 3' Floor Floors thru Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport D p I / {O Covered Deck Uncovered Deck BUILDING PERMIT INFORIRTION - 206 - 431 -3670 1 Valuation of Project (contractor's bid price): $ I Existing Building Valuation: $ Scope of Work (please provide detailed information): , 11,_54;1 /1.4.4 ) Co .514-11 Like-Poej Will there be new rack storage? ❑ Yes 9 .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ] No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: El Sprinklers ❑ Automatic Fire Alarm None El Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes e No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1ApplicationsWorms- Applications On Linet3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 i PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE HORIZED AGENT: Signature: Print Name: A Mailing Address Date Application Accepted: 0i- (221. Q:Wpplicalions\Forrns- Applications On Linc13- 2006 - Pent Application.doc Revised: 9.2006 bh Date: Day Telephone: 1 4 1- " - Rea - /fib c i t y l � State Zip Date Application Expires: D ij 22 4 Staff Initials: Page 6 of 6 i RECEIPT NO: R09 -01208 Payee: CARPORTS WASHINGTON INC SET TRANSACTIONS: Set Member D09 -139 D09 -140 D09 -141 D09 -142 D09 -143 D09 -144 TOTAL: ACCOUNT ITEM LIST: Description Amount 64.50 64.50 64.50 64.50 64.50 64.50 64.50 BUILDING - NONRES STATE BUILDING SURCHARGE o • SET RECEIPT Initials: WER Payment Date: 08/03/2009 User ID: 1655 Total Payment: 387.00 SET ID: 0722 SET NAME: VILLAGES AT SOUTH STATION TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA - 387.00 TOTAL: 387.00 Account Code Current Pmts 000/322.100 640.237.114 TOTAL: 360.00 27.00 387.00 PAYMENT RECEIVED Copy Reprinted on 07 -22 -2009 at 10:58:21 07/22/2009 RECEIPT NO: R09 -01142 Initials: JEM User ID: 1165 Payee: CARPORTS OF WASHINGTON, INC. SET ID: 0722 SET NAME: VILLAGES AT SOUTH STATION SET TRANSACTIONS: Set Member Amount D09 -139 39.00 D09 -140 39.00 D09 -141 39.00 D09 -142 39.00 D09 -143 39.00 D09 -144 39.00 TOTAL: 39.00 Cif! 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: /hvww. ci. tukwila. wa. us SET RECEIPT Payment Date: 07/22/2009 Total Payment: 234.00 TRANSACTION LIST: Type Method Description Amount Payment Check 3449 234.00 TOTAL: 234.00 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 TOTAL: 234.00 234.00 PAYMENT RECEIVED z a 0 u r -1 &errs ma= =0T . ne. Y we smu m usq run En.E C OY No. SITTS & HILL ENGINEERS. INC. an �mwrnw. • a.na c SOUTH 154th STREET t. l ti -- I ' L f il l R. er e SZ 7t 9 ('aln�w'� : (1) 4 bT,a►1 srAil 4 C.� sin JI 7 i South Station - Carports Map CilyofTukwila July 2009 Proposal to add 31 mor ..OARING DIVISION CODE �pWjwEp FOR L APPROVED JUL 3 1 1009 1)01-- Hi. „DN.-, 10 0 ao 0 PURLIN C10x3x140A 9' -0" 1a' -0" 6 STALL-ROOF' FRAMING PLAN IMO i -V M 3 ■O" OCCP 04' -0" 54' O " 29 OA MCTAL OCCK 6 STALL - FOUNDATION PLAN Villages at South Station 3724 80. 164th Lane Tukwila, WA 98188 s . _ 0 " J ROOF LINE ASOVC $INOLE POST CARPORT ROOP FRAMING k FOUNDATION PLAN ROOF FRAMING PLAN NOTES 1. PRIOR TO FABRICATION r CONSTRUCTION VCRIp Y ALL 01MCNSIONS 2. STRUCTURAL NOTCI ARC LOCATCO ON SMUT 5 REVIEWED FO CODE COMPL OVED JUL 31 2009 City of Tukwila 8 UILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2009 FOUNDATION PLAN NOTES PERMIT a. STIINOTURAL NOTES O ARS LOCAMO SMS ;TRIlY ALL OIMCNSIONt - 110111411ff 1 OMNI CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckhy, WA 91321 Phone & fax (310) 829 -2838 DENNEY ENGINEERING, INC. 31101 1910 Ave. SE Auburn, Washington 98092 Phone & fax (253) 939 -1373 or MIND y AO II SEPARATE PERMIT REQUIRED FOR M echanical EieCtrical W PIumbing Gas Piping City of Tukwila Oi`! BUILDING aD 0 PURLIN C1 Ox3x1 4 OA PI 27' -0" 0 x Villages at South Station 3724 So. 164th Lane Tukwila, WA 98188 ( 9 -0" S 45x4 F GS) O. 29 OA METAL DECK 3 STALL -ROOF FRAMING PLAN V 32 • x -O" DEEP 3 STALL - FOUNDATION PLAN ROOF LINE ABOVE SINGLE POST CARPORT ROOF FRAMING it FOUNDATION PUN FILE COPY Permit No. Plan review approval is sublect to errors � authorize Apps of construction documents . Receipt of any adopted code or of approved Field Cop 49: ' r { � j ►� � r' 1 _,. B je Date: City Of 'Tukwila BUILDING DIVISION ROOF FRAMING PLAN NOTES 1. PRIOR TO FABRICATION & CONSTRUCTION VERIFY 2. STRUCTURAL NOTES ARE LOCATED ON SHEET 5 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal I and may include additional plan review fees PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Approved By: Date :, D1172 i r COMNI011 1. PRIOR TO FABRICATION Se CONSTRUCTION VCRIU ALL DIMENSIONS 2. STRUCTURAL NOTES ARC LOCATED ON SHEET Jr CARPORTS OF WASHINGTON, INC BOX 2389 Buckley, WA 98321 Phone & fax (380) 829 -2838 ALL DIMENSIONS DENNEY ENGINEERING, INC. 38809 191sf Aw. SE Auburn, Washington 98092 Phone & Fox (253) 939 -1373 REVIEWED FOR CODE COMPLIANCE APPROVED 3 1 2009 City of lukwjia BUILDING DIVISION CIT OF V — /3 — a' � JUL 2 2 2009 FOUNDATION PLAN NOTES PERMIT CENTER a r w1 ma • PURUN C10x3x14 OA ENO 4' -O IL(41N4V 44Vi4VC",N , N 4 14V44\ villages at South Station 3724 So. 164th Lane Tukwila, WA 88188 S' -0" ir 18' 10' St. PC 1 :12 0 o" '. I 4•. ' . , 2' ■0 ". 5 —o" N ..... p[ro4LANs ASPHALT wax10 NATIVE FILL NO TYPIP�L CROSS SECTION N ■1 -0 4' —O" sNLIWWNCISVNTISVY SINKS PUT CARPORT TYPICAL. CROSS SECTION 29 OA METAL O(CK CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA $8321 Phone It he (380) 829 -2838 REVIEWED FOR CODE COMPLIANCE APPROVE JUL 31 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWWLA JUL 2 2 2009 PERMIT CENTER DENNEY ENGINEERING, INC. 38806 191st Ave. St Auburn, Washington 90092 Phone t he (253) 939 -1373 " - l IS pans ROOF DECK OVERHANG PER PLAN ASPHALT Fe Y4 "x5xe' PURLIN C10x3x14 OA HIS er4 COL PER PLAN TYPICAL COLUMN FOOTING NTS ROOF DECK 1Y•"•29 GA (VIC WEST) OR EQUIVALENT TEK #12-14 CENTEREO ON C1O TYP PUFLIN 0 BEAM END DTI, 1>h • 0 NATIVE SOIL, NO FILL Villages at South Station 3724 80. 164th Lane Tukwila, WA 98188 weal0. 1 1/4" S" 1 1/4" 49%" .y. ROOF DECK tlf, "rte OA (VIC WEST) OR EQUIVALENT wex1O SINQLC POST CARPORT DETAILS NTS • • -11 1/4 • ._ Wex10 TOP PL Yex4 "x2 4—\ " 1 1/2" TOP PL 4"r4 "x24" W/4 M WASHER/ NUT O" 1 4 s Wax' 0 RAFTER LAYOUT CARPORTS OF WASHINGTON, INC P.O. BOX 2388 Buckley, WA 48321 Phone It fax (380) 828 -2838 f 1) i 2A -2A PLAN <COPE COL Me I\ FOR WELD 1 — e" • HSS er4 COL PER PLAN TYP 1Ef4M W8 OVER TS COL DTI, IV! . 1 - 0 RECEIVEn CITY OF TUKWILA JUL 2 2 2009 PERMIT CENTER Fe Y4 "x6 "xe" M BELOW REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 1 2009 City of Tukwila BUILDING DIVISION ors • EC 110 OF HIS er4 DENNEY ENGINEERING, INC. 38808 19111 Ave. SE Auburn, Washington 98092 Phone t Fax (253) 939 -1373 N 1 1/2" FS ;ex 4112 MI IS ._u_ • • • . " .r1 amp ea OW Is • 4 STRUCTURAL NOTES 1. BUILDING CODES IBC =� 0010 Washington State Budding Code (Washington. Administrative Code (WAC) Chapter 51 -30) 2. DESIGN DATA FOUNDATION: Original ground or 95% compacted structural fiU Allowable Soil: Bearing Capocity (DL +U.): . (Assumed soil type GP —GPGM for all carport areas) GP = Poorly gravels, graded —sand mixture GM = Silty gravel, grovel— sand —sat— mixture • . . • ... I . . 1 1 Velocity Pressure, q • 0.00256 Kz Kzt Kd hw V' SEISMIC: Seismic OeSign Category Roof Dead Load at Carports: DL Roof Live Load (Snow): WIND: The wind loads are determined in accordance with IBC- 2006 Basic Wind Speed, V: Exposure Category Wind Importance Factor (I): D Actual . 25.0 PSF 85 mph 1.0 Villsdes at South Station 3724 So. 154th Lan. Tukwila, WA 9e19e 3. STRUCTURAL STEEL Structural steel materials, fabrication and erection shall conform to IBC Section 2203, and the AISC 1989 Specification for Structural Steel Buildings. Paint all structural steel exposed to weather unless noted otherwise on drawings. Material specifications, unless Structural shapes: Bars and plates: Structural tubing/NSS: Bolts: Nuts: Flat /beveled washers: Direct — tension washers: Filler metal: Cold Formed Shapes: Roof Metal Deck: Maximum water - cement ratio, by weight: Specified strength Non -alt- entrained 2500 PSI 0.58 Alt — entrained 0.48 2000 PSF noted otherwise: ASIA A 50 ASTM A 38 AST1A A 500, Grade B ASTM A 307, Grade A, unless noted otherwise ASTM A 563 ASTA F 436 ASTM F 959 E70XX Electrodes, oil welds shall be single pass 3/16' unless noted otherwise ATM A446, Fy • 55 kui ASIA A446, Fy • 80 kit 4. CONCRETE Cast —in —place normal— weight concrete materials, mixing, placing, and testing shall conform to IBC Chapter 19. Material specifications, unless noted otherwise Minimum 28 day compressive strength: NI Concrete 2500 PSI 5. SCREW FASTENERS Self- DrNling and Self - Topping Screws shall conform to AS1W A 545. 6. ROOFING 11/4' X 29 CA roof deck (AEP SPAN) ar equivalent with g12 -14 tek screws as noted on drawing or (4) screws per 36' wide panel 0 each support. 7. PURUNS Al purlins are ASIA A 448 unless noted otherwise NOTES Isamu CARPORTS OF WASHINGTON, INC P.O. BOX 2389 8uddey, WA 98321 Phone ! lax (360) 829 -2838 REVIEWED FOR CODE COMPLIANCE APPROVE JUL 3 1 2009 City of Tukwila BUILDING DIVISION CITY OF TUKW1LA JUL 2 2 2009 7_/5 - PERMIT CENTER T NNEY ENGINEERING, INC. 09 191st Ave. SE urn, Mbshingtan 98092 ne k fax (253) 939 -1373 1 1 1 :10A e NM OW , ter m 777 t r Projec t : // / / 9 S ,. S SDcli //* Type of Inspection: 7 1-- /N / Address: r /S4"? SVA, S Date Called: Special Instructions: Date Wanted: c m. Requester: . Phone No: c? 5-.2 .., _9 G2 -7-cS J�—/'Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: i4 Datei 7,7' d9 6 R .00 REINSPECTIONE REQ I RED. Prior to inspection, fee must be i l l Id at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. r eceipt No.: (Date: Project: i////45# Se) , / ,5 47' Type of Inspection: --- 2:t a —, ".i 6 Address: 1.54/c /3 .' ?L4/ 5 Date Called: Special Instructions: Date Wanted: / -7^ d 9 p. . Requester: Phone No: •253 5 60 . ` C INSPECTION NO. COMMENTS: ipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION R 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date: .00 REINSPECTION E REQl7IRED. Prior to inspection, fee must be d at 6300 Southcenter Blvd , Suite 100. Call to schedule reinspection. Date: DENNEY ENGINEERING, INC. ,., 38809 191" Avc SE • Auburn, WA 98092 & Fax (253) 939 -1373 P1r,. STRUCTURAL CALCULATIONS PROJECT l / iL L A 6E5 & 5b u r ,S TA T/o A.1 372.- .50 /S4 Z a kt e T 1,0/43 WA 9e7 ' BY eRD GATE /0// 670? CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fox (360) 829 -1838 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 31 2009 City of Tukwila BUILDING DIVISION vol - i�z DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 1'hunc & Fax (253) 939 -1373 Roo( Loads Loads on Meta/ Roofing OL 0.75 p$f R0060;7 LL 25.00 psf (snow TL 25.7f L••5 i4 PLcrbi S DL 0.75 psf . Roof;;/)q 0.25 psf Pur /i;is 4 pst' Vapor Darr/et- DL 2.aa psf 25:00 psf TL Z7.00 psi' • DATE /D -16 -o8 PAGE 1 V/7/ q e s c7t 5o Sts tL.L ,3724 5o. /547`H Lave 7ukWila, 14/A 78[ 88' DENNEY ENGINEERING, INC. 38809 191'' Ave SE. Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE i9 -16 -OR PAGE 4//? of oath 5-to-tip :3724 5o. /547 Lame 7 LOA 76181 IVOie : f ind and ieisrmic force arzdlyses will y b (Jseci on. seavtdard ¢-sea // Cc'rpOiees c.vh% c?' x le ft stalls. The analyses will 6e va /td f'or c eports o{' other sta /l gecan �iri�s /.. l o g 8 ; o D t h e d ' s ) ' - v l l e s s e r sizes / . e., 5 ft x /6 Pe, 71-6h x l.r e.6 c, W,rtc/ ai- to / wit/ he based en4 Exposure C, arid will be Ya /id for xposrcre 5 SIte.s. Arza /ys'is be f ased on VT---'70 rvi 3sec. Vust avid will be f V=85 )4f)/1 too, TRAAJS VERSE W /AJb 3 DENNEY ENGINEERING, INC. 38809 191' Avc S1; Auburn, WA 98092 I'hunc & Fax (253) 939 -1373 li✓1hd Analysis Ref: IOC 2ooto and 4SCE 7-05 the tie Si%- ,p /,' bietAod per ASC5 7 -05 Secuav / 09.6.2 Vet. = 90 nyLA exp. C nook' slope 4 = /.2 Mali /4/i h d Force ResIstr✓i9 5c stpwt -- Transverse 1t/h Vertrc_o 1 projected areas (See gyp. 3 114-) p = ✓l z p S30 ✓�. = 1. 21 756/e /409. G. 2. 1(4) (see p.67) boo 5u. r is c e A 13 C 0 Cori z on ta/ projected areas S urAg c �e E F pS3Q 12, --1.7 b. 7 8.5 _4:0 DATE /D -Ib -o' PAGE _5 1/27/6?9e6 at SOu /h Sto tio_.. .3724 So. /547'4 ?vie Tukwila, I4/A 76I 88' p, 015c) 155 --8.1 10.3 -- 4.8 See p,7 ,See f.7 Eave her9h t = 7' Least itui /d'h9 dimehsiovr - .2a 2 (0.10)(18) or la ------ Z(O.4)(7)- 6 C1Se for Building Adjustment Factor _ X Height and Exposure, Mean root hel . h t E B D •ts i.00 i.21 1.47 20 1.00 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.58 1,01 55 1.19 1.59 1.84 60 1.22 1.62 1 1.67 40 Main Wind Force Resisting System — Method Figure 6-2 (coned) Design Wind Pressures Enclosed Buildings h 5 60 Walls & Roofs ASCE 7-03 to i Main Wind Force Resisting System - Method I Figure 6 -2 (cont'd) I Enclosed Buildings Simplified Design Wind Pressure, p. (psi) (Exposure B ath = 30 /t., K„ a 1.0. with 1 e 1.0) Zones Basic Wind Root Pressures Presses Vertical Pressures Overhangs Speed Angle (mph) (degrees) A B C D E F 0 H For G04 Ole 5' 1 11.5 -5.9 7.6 -3.5 -13.8 •7.9 -9.6 6.1 .19.3 -15.1 10' 1 12.9 •5.1 6.6 -3.1 -13.8 -6.1 -9.6 -6.5 -19.3 .15.1 15' 1 14.4 -4.8 9.6 -2.7 -13.8 -9.0 -9.6 •6.9 -19.3 -15.1 85 20' 1 15.9 -4.2 10.6 •2.3 -13.8 -9.6 -9.6 •7.3 -19.3 -15.1 25' 1 11.4 2.3 10.1 2.1 •6.4 -8,7 -4.6 -7.0 •11.9 •10.1 2 - ---- -2.4 -4.7 -0.7 -3.0 100 105 110 120 70"' IS. 25' 30 to 45 0to5' 10• 15' 70' 25' 301045 01o5" 10' 15' 70' 25' 3010 45 0105' 10' IS' 70' 7S• 3010 45 0 10• 15' 0 • 1S' .1010 45 3010.15 1 2 o r. ' ,�+ J 1 '4S 2 1 2 1 2 1 1 1 2 2 1 1 1 2 7 2 12.9 17.9 12.8 -15.4 16.1 17.8 • 16.1 14.1 14.1 15.9 17.9 19.9 72.0 , 19.9 17.8 17.8 17.S 19.7 21.9 24.3 21.9 19.6 19.6 19.2 71.6 74 1 76 9 24.1 21.6 21.6 77 8 .758 78.1 11 6 :8.6 75,7 25.7 Design Wind Pressures 8.8 • 8.8 -6.7 -5.4 4.7 2.6 9.9 9.9 -8.2 .7.4 6.6 -5.8 3.2 122 12.2 -9.0 8.2 -/.3 8.4 3.s 13.5 13.5 -10.0 9.0 90 -70 3.9 14.8 14.6 -119 -10.7 9.5 83 46 11.6 1/.6 10.2 10.2 8.S 10,7 11.9 11.7 11,5 11.5 10.S 11.9 13.3 14.6 14.4 14.2 14.2 11.6 13.1 14.7 18.1 15.9 15,7 15,7 12.7 144 160 117 11,4 17.2 17.2 I s,' 111 10 1 71.1 10,1 70.4 20.4 7.0 7.0 -4.0 -33 -3.0 -2.6 2.7 7.9 7.9 -4,9 -4 3 -3.8 -3 2 3.3 9.8 9.8 -5,4 -4.7 •4.2 •3.5 3.5 10.8 10,8 •3,9 -3.7 46 -3.9 40 11.8 11.8 -10 67 5.4 4 6 4./ 14.0 14.0 1.0 5.0 • 15.7' •15.4 -13.4 -7.2 -7.7 1.1 5.6 -19.1 -19,1 -19.1 -19.1 -8.8 -3.4 1.4 6.9 -21,1 -21.1 -21.1 -21.1 -9,7 .3.7 1.s 7.6 71.1 -73.1 -73.1 73.1 -10,1 41 IJ 8.3 -774 -71.4 71,4 -71 4 •17.1 4 0 7 0 99 -7.8 -3.9 -8.8 - 9 4 -10.1 -In.7 -9.8 -5.3 -8.8 •4.3 -10.9 -116 -12,4 -1.1.3 -12.0 6.6 •10.8 -5.3 •11.9 -12.8 -13.7 • 11.7 •13.2 -7.3 •11.9 -5.8 •13.1 •14.1 •1S1 •18 -14.6 -19 -13.1 -6.5 -138 -168 -179 -19.1 0.3 -10.7 rl0:7 •10.7 -10.7 -5.2 -0.7 0.4 4.8 -13.3 -13.3 -13.3 -13.3 - 6.4 -0.9 0.5 5.9 • 14.7 -14,7 -14,7 -14.7 .7.1 -1.0 0.6 6.5 • 16.0 •16,0 -16.0 .10.0 -71 •1.1 0.6 1.2 -19,1 -19,1 -19,1 -19.1 9.7 13 Walls & Roofs 0.1 8.6 -6.7 -7,7 •8.I -7.8 -3.4 .7.5 -3.1 -9.4 -9.9 -9.5 •10.1 -9,7 1 2 -9.3 -38 .9.3 •9.8 -10.5 -I1,1 -10.7 4.6 • 10.3 -4.2 -10.1 -10.8 -11 5 -177 -11.1 5.1 -11.3 -4.6 • 17.1 -179 •145 139 60 -13.4 5.5 11 •1.5 -1.5 -21.6 -21.6 .71 6 -21.6 -13.3 -5.1 -5.1 -76.7 -76.7 -76.7 -76.7 -16.5 -6.3 6.3 -29.4 -29.4 -29.4 -29.4 -18.2 - 6.9 6.9 - 12.3 •37.3 -.12.3 .37.3 -19.9 •/.6 -7.6 -.18.4 ,18A 38.4 .18. 1 3 . 1 9.0 9.0 -5.2 -5.2 -16.9 -16.9 -169 -16.9 -11.4 -5.8 -5.8 -70.9 •70.9 -20.9 70.9 -14.0 -72 -1.2 -73.0 -23.0 -23.0 -23.0 -IS.4 -7.9 -1.9 75.3 753 -75 3 753 -11.0 a ./ -8.7 :M.1 .10.1 30,1 .10 1 10.3 10 3 ()nit Conversions- 1.011.0J048 in; 1.0 pet - 0.0479 kN /ro ASCE 7-410 DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 I'hunc & Fax (253) 939 -1373 DATE PAGE 1/27/62(i at Sou Sta .IC L ,3724 o. /54tIr Laoe 7ukw;la, 14A 78188' l/1Ji�t d Force. s m n F R5 77'ansverg'sc LlJtvtd /5. = /5, 5(5. X0)(0.75)(2) -1-8. / (s. c)(o. 375)(?)-/- /0.3(2¢. 8)(0_75) +4.6(24. )(D.37s) = 4Oo# Lon9i buS;na1 01/ ;;0/ T-2 = /5.5(s.00)(0.75)&)- 1-8./(6.0(0 -75) =172/ 5eisrwlc Force - Al(d&able Stress Des ;9n Ref': 1L3C 2666 Sect. /605,3.1 arid 4$8 7 -05 Sec, /4a/2/)ed' 4pec7tra/ Acce/eraeton 5; = /. 25 Fig. /41/3.50) 1130 2006, . - Fa, 5 Site Class •)2 F = /,56 Table /co/s./.2(1) 5rns = 1.56(1.25) E$, 1/.4 -1 5o5 - 2 /3 5 rits - .x 1.9 _ /. 30 E$, /1.4-3 5 0e51 Category iY (45CE 7 -05 726le /1.6 -1) ,5eism,c Base Shear ASCE 7 -05 I/ Cs W /2. - 1 DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 l'honc & Fax (253) 939 -1373 Rtz C = 1.30(1. 0o1 = 0.52 2.5 1=400 Rz = 2.5 E$, /2. 8 Loan/Cor».6rnation s (45?E 7 -05 Sect. 2.4.1) 6 D 0.7E 11= C S W - O.7(0.52)(w)= 0.3604 5eitsrni Force tis5 3x 3 1,0 �. 0.364{(18(36) -'- - 1:89(4 -)(4)] = 264. tit ao/'s W can &r'o/S &av?w6r$ J e s rn 1 c d6 YJ x /o rt,, L uc/(n a, DATE iD- lb -oS' PAGE 4//e t Soul6 Std tiovL 4 3 . 724 So. /54f`1, Lavie / ukutila, 141,1 78181?' DENNEY ENGINEERING, INC. 38809 191'` Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Uplift oh /4 11)/r,S ,force Rests.b.%) y Sysev2,$.11 (A/uJrRs) Pne '• - r W/530 DATE /D —/N —off? • PAGE //7/9e6* 5oa h StdfL(3vI J 724 So. !Atli Lave ` akwJ1a?, u/A 18181 7.. = 1.2/ I =l, do p 3o . -- /0.7 p.-f per r bte /60%6).2./0) (See f pnet ° 1.00(/.2 I)(40;0= —122 s F P• 7) U p lr t on Compa 1d vL :r Clacicho /n! t rto /2 het 30 �• ' - (. 2 / .r = 400 Cl,�e p„ 30 or Zone • 3 Tai /e /669. (See /), ll) TAcf.*" A,e630 = /5.8 ps arid p,let = 4600.2005.8)=19.1 osc (•I'OII10 :I111I ( I:111(1 n_ i \Ie11101I I h560 it. Figure 6 -3 (coni'd) Nei Design Wind Pressures Enclosed Buildings Walls & Roofs Net Design Wind Pressure, p,,,,,0 (pal) (Exposure B at h . 30 It with 1. 1.0 and Kn - 1.0) Unit Conversions - 1.0 11 .. 0.J04* In; 1.0 pal - 0.0479 kN /m' 41 ASCII 1 -t23 1/ Zone Effective vend wee Basic Wind Speed V (mph) NO 85 90 - 100 105 110 120 1 10 3.) -110 39 -14.6 73 -IR 0 Al -19 N 11.9 -21A 103 -259 1 20 5.0 -12.7 3 6 -14 2 6 9 -17,3 7 6 -19.1 A 3 -21 2 9.9 -23 2 1 50 4.3 .12 2 3.1 •13.7 6.) .16 9 6.9 -IN 7 7 6 -20.5 9 0 -24 4 1 100 4 2 •11 9 4 7 -I3 3 3 11 -16.5 6 4 -1A.2 7.0 -19 9 A .1 -23 7 Root 0 to 7 dept 2 10 5.3 •21.1 5.9 .24.4 7.3 -10.2 R I -33.) A.9 -.16 3 10 3 -43 3 20 3 0 •19.3 5.6 -21. A 6 9 -27.0 7 6 •29.7 A.) -.12 6 9.9 -31111 2 r 50 4.5 .16.4 5.1 -IN. 4 6.) .22.7 6.9 -25.1 7 6 -27.5 9.0 -32.7 2 2 100 42 .141 47 -138 3A •193 64 -21.3 70 -21.6 A3 -281 3 10 3) .32 A 39 .36 A 73 -434 AI -30.1 11.9 -350 103 -654 3 20 5.0 -27 2 3 6 -10.5 6 9 -37 6 7 6 -41.3 A 3 -43.3 9 9 -54 2 3 4.3 • 19.7 5.1 - 6 3 -27.3 6 9 -.10.1 7.6 - .1.1.1 9 0 -39 3 42 •UI 47 158 38 -193 64 -21.3 70 .236 R1 -281 wgueep e+ c < t l 1 10 7 3 -II 9 8.4 -13) 10.4 -16.3 11.4 .1112 12.3 .199 14 9 -21.7 1 20 6.1 •11.6 7.7 .13.0 94 -16.0 104 -17.6 11.4 -194 13.6 -230 1 50 6.0 -11.1 6.7 .12 5 R 2 -15.4 9 1 -17.0 10.0 •186 11.9 -22.2 1 100 31 -$0A 3.9 •12.1 71 •14.9 AI •163 A9 -IA I 103 -213 2 10 7.5 •20.7 A4 -232 10.4 -287 II 4 •316 12.3 .147 149 .41 3 2 20 68 -190 77 .214 94 .26,4 104 -29.1 114 .319 136 .110 2 50 60 -169 67 -IN9 R2 -233 VI .237 100 .712 ,19 -116 2 100 5.3 - 13.2 5.9 -170 7.1 -21 0 A 1 -23.2 1.9 -255 103 -101 3 10 7 3 -30 6 8.4 -34.) 10.4 .42.4 11.4 -46.7 12.5 •31.3 14 9 -61 0 3 20 ' 6 R -211.6 7.7 .12.1 9.4 -39 6 104 .4.1.7 11.4 -479 13.6 -37 I 3 3 30 6.0 -260 6.7 -29.1 A 2 .36.0 9 1 -39.7 10.0 •4.15 11.9 •31.R 100 31 .240 19 -269 71 .112 A I .166 A9 -402 103 -479 saareloo s► at u < twig 1 10 II 9 .1)0 I) 3 .146 163 •IAO IA 2 -191 199 -21 A 23.7 -23.9 1 20 116 •121 110 -111 160 •17.1 176 •11111 194 -207 2.111 -246 1 1 50 II I .11 3 12.5 .121 15.4 -15 9 17.0 •17.5 18.6 -192 22 2 -I2.8 100 10 •101 12.1 -121 149 •149 IA 3 -163 IN 1 •1A1 71 5 -713 NNNN 10 20 119 -132 13.3 .170 163 -21,0 111 •712 199 .233 2.17 -101 116 .143 13.0 -16.1 160 -20.1 17.6 -222 194 -243 230 -290 50 100 II 1 .137 12.3 -I3.) 15.4 •11.9 170 -20$ IA6 .229 22.2 .272 10 R -110 12 1 .146 14 9 -IA 0 161 .19A IN 1 -21 A 21 3 .21 9 3 10 11.9 -132 11.3 -170 16.3 .21.0 18.2 •2)2 199 -23.3 2.17 -103 1•11 el . 1 ell 70 I16 .143 130 -16) 16.0 -201 176 -222 194 .241 21.11 •291) _50_ 100 II I 10 A -117 12.5 12 1 .11) -146 15.4 •I11 9 170 -2011 IA6 .229 222 -272 43 9 .1.30 14 9 •1R 0 16 3 •1911 IR I -21 A 71 1 - ReM 1 4 10 1111 •141 14.6 •131 IA0 -195 19A -215 21.A -2.16 23.9 -2A I 20 124 •113 119 -111 172 -111 7 1A9 2116 20 A 126 247 269 s A II A -127 110 143 161 -176 171 -194 193 -211 23 2 -234 100 II I •122 124 •116 15.1 -$6A 169 -INS IA5 104 2211 142 5 0 0 9 7 . 10 11 10 9 . 1 2 1 11 4 -14 9 1 4 A .163 16 2 . 1 11 1 19 1 71 • 5 10 110 • 174 146 .195 IRO .241 19A -766 21 A -291 219 .147 70 124 .162 119 AR 11 2 -22 3 IA9 -24 A 2011 -272 74 1 -12 4 in wl 116 II 1 -147 110 .165 161 701 17 A •724 193 -746 712 29 1 26 9 -II% 124 •111 111 IN 7 169 1116 IR 3 116 2211 9') ION 10 121 II 4 149 14A 1A1 IA 2 IN 19 211 (•I'OII10 :I111I ( I:111(1 n_ i \Ie11101I I h560 it. Figure 6 -3 (coni'd) Nei Design Wind Pressures Enclosed Buildings Walls & Roofs Net Design Wind Pressure, p,,,,,0 (pal) (Exposure B at h . 30 It with 1. 1.0 and Kn - 1.0) Unit Conversions - 1.0 11 .. 0.J04* In; 1.0 pal - 0.0479 kN /m' 41 ASCII 1 -t23 1/ O.062.3 " DENNEY ENGINEERING, INC. 38809 191 Ave S1 Auburn, WA 98092 Phone & Fax (253) 939 -1373 Roof 511eo Min9 7cor G1-a1// y a• ?( liAnd ih e eh i k9 is . NR 36 29 a. or l/i c West H/ -R/ 8 If w `L' ` /of DATE /D -1L -08 PAGE ) k 1/27/6 at Sou/6 Sta t�o� ,3724 5o. /547Vt Lave 7ukcu�lc 141A 78181 26 75(4. 0) 206 * 2. 17 6 (/ z) = 2' :43 psi < 4LrT' 000 si y_ o.0623 Ale t pas l tie, A4 = .322 - 246 - 1 / co i` M if/ YO As c: / 6- o.,o( �- 8 / <sc� OK 5 D. 05x2 L S s + for S a�xt :Sues P4 w . 206'10 i;) 4.3;, 115"51 < 4 "000 /SsL •l< os.4•2 ctie cik Cati't /'1'eve, dart w/► c • 106 ;f u�O /� /:`/:../ ¶ /' 1`'orr to Irk 6 = 4(/.333) X3.78 l< 2 �. - /53 (/2) 3 �0� ©��i < .63, .980 ps c 0.0'6'62 O HR-36 26 & 29 Gauge Cladding Ninth realuring It1Ccal:1fY a rctr rwice the life) i gicaluine torfbincS the strength of steel with the corroslr resistance of alU:ninom for twice the Ilk dr zinc coatings. E l R.36 is it tl%roltlt•fastcfet1111e111 hull 36" coverage. 1111.36 is predominantly, used iri ltrdtnlHal roof and wall applications. U Mk, Crvcraggr means (ewer panel' to handle aikl iogall, saving bore and money. U .long ,Utntn It h II c: design IuovlcM.s superior laicl 3141 41a capacities. saving money in structural suhI)OII. . Ii Quick. (connonlcal trim hackases available as standard trim Irit•ces that taut be ordered I.)y numher. U Gimp Curving available for a unique Appearance. d I Hill, tensile steel panels in 2) Arid 26 gauge panels ,,vailal,lc with the lour. tethturu c011i1g system Jr Zinealunse" Plus. • a Fiberglass skylirlit panels are avallabid to mai h the pro- file fir the nMlal tenet%: to 1-1k.3(1 (typical Roof Annlicalinn) 1 in. . 1-0 VIP-_I b»d..1.441 1 Iteversr'tl I III •,1t1 I1'ytrital Wall Al .nsIU .03(i) Mtn .11(1.11 '`n1ILDING PIUODUCIS t,censll WA 4044)3.493i. 1530111.4953 MA;c 253.1/ 1.0191 (4413n*, CA It004f2•2464a rMx '1111.12.1. i 13 DENNEY ENGINEERING, INC. DATE /Q — lb 38809 191" Avc SE Ville es at ✓ Auburn, WA 98092 1'hunc & Fax (253) 939 -1373 Shdep th /r7c Coo rzec67Cl� f;r Ge./tv Load p6r foot = 15•.3(4/2 /o /2)_ //0. did #/2 -l4. ?fie./ Screws at /2"0.c, over capacity l y 2!o a . sk t. = 537 (See p. 1 5) FD v' Z 9 p u.11o ✓ter- i s p i r ti a»a / 7'h eAl (O r 2 c , Pull-ove.r 5;3 7(04/ 72/0,02 /-7)= 374- '374 i/ 110:d . OR FS. on U/fi/,ie e = 374/78.7= 3.77 Sal O/l 44./f- ou.t. capec,ty 1 7 /y ya.. pur.i n = /131- Ode p. C$) 11.3 ».1:10 0 /� ES; te = 1/34//10. = 10.25 C1< 7 2 0. W /c9 LOA 7I L� Se. #/ . -1 Talc Screws @ /2 c. PAGE aM Sta tea 4.. • • a C111'51CAI. 1PROI ERTI 1 , IIcnrl••ACtoss Mnls: .312..105 riuealt 17iA, (O.1).): .115•.0.09 7'1►tea(I »is. (1.0.): .164..57 PU1.1. OUT 51 fENG'I'Il: ITd)UN1)S ULTIMA'I'E1 M.%•1•I ?Il1Al. i ?I.)i1 ILL 1)1A. AVI?, It't)(1N11S) 0 0 0 r., 0 to WAS, IER IIIA,MIVIt) None S /8" 4Msn . : .31:1V' Iris MA'rliRt1A1, (GA) I.$Mm. , 1'). C3A. f 1.104) ` • KS1 • 15(1A. 16(A. (.064) (.067) SO K S I Vii() K51 ..r r l - y: ahc -........_ ..... ..rM - ttr..r_v-- s- -+rrrl - weirrnr=rnt:- rr. —r,3., - i ILL) NO NOT IU=U11111[ir1 118S() .� -_... _ _.._. 1590 • 111) rum, o VIM STlll;►V(: 1111 (1;OUN1)i ULTIMATES S1UJLSIIp,1;11r•1G 20 GA 22 GA. 24 GA. 26 CA (.037 (.034) c.026) (•1J ( /A1,V, GAI,V, GAIN. 1358' 1008 713 N/A 1344 , 1S23 Mitt. Tensile: 'rntxlnnal: Mln. SIICAr: 2'k)0 l'uu 971 1ns. -1..bs. 71j51) rounds 932 I 7'10 4-- 1193 708 Sze, 14GS 1008 120 1020 763 WA.SIIi;It 1 YI'11 RIr'COMA11iN1)IsI)1)I(IVING TO(1)1,S: 1900.2500 RPM Screwdllves a ulpped f filth depth 10011111 nose piece to ptevenitovetdtiving *nil sitipoul. (Du u use Isnp1c11ng lyile Mimi* RECUMI.4L'NUED MAXIMUM 0 ILUN ili Tf1YCKNCSS: 3/16: A pprox. (Told Iltlekue1 of theng o'nd ett'llelu,II $ne11WIn c may vary dcpent)Ing Illlun lyp of osltltibly bins tltlled',) B olnplesscd 11%101010n Ihlcknels. 1 hit kncu Ili ►X 6116, VA►j I1(EU Ai SPtIIN(;, 1 VYOMISSING. I'A. 17610 11S•)16•6751 (AX: ,)/1p11",;) A:IA►1►A CIII('A1;(' IIO(1Srg4 (OSAN 1AI.rM SOktrns!t 111151 tn(annda '1`!N11 ►111 .07O Al. (ISaserlrl N O ' l•E S �-- •---tea -- _:- �••�,. .035 Metal senling wna1119 used rut pull nvet (citing. DENNEY ENGINEERING, INC. 38809 191" Avc S1S Auburn, WA 98092 I'hunc Sc Fax (253) 939 -1373 DATE l0 -li -oR PAGE /%o VilleqreS at Sou/A Sta ,3724 5o. /547`11 Lave Tukwila, 14A 76188' /94,- r /err de sips will 6e G as e d on 4 -s to // ea rpor z` s w/,ih 9'x 8/ 5 srres. The Sesign . cvr� /l be vc'I'id r r r - �.-�. d q re a 6 e,r - sea // C a rr�o r 7`; w, tli s z--vw e. or /eSsei' ,se o /Syrensie n s. Roo{6eaws and co /aivcvts wi / /d /so be odesiyned 66s6 d on pu.rli /CS' ^o►� '/ �sta /l c r ort s. de.s / y a /so 6e :valid {'r• oz`4er eon f1em.r•d trap s .y#14 ark! 6r 5ta /l / Jizd.5 .5xcep& ovcs : eat-pore wit`e, He Jezlies dh.d walk wa wi /l re3u cre .5pe.o/a/ ca/cu lattovz for pu.r /,y,s, deon; 61tLc-i For Carports wit - 14 odd v.u44.6eds of sta /ls, w, % - no OVel` ak a Cite /'Jar /,1son 64e excl, �epar.ve`e purls/ (A.4/a/./z are' /'-icy /u c/ d' c r el-- .56a// Carport ,eta /l size Wick' L e/7 ?87 =18' Aria /ysi,s will 6e va //d for smaller .s68 /l size s -zoo ) 4)= 2 708)= - - - 24- 14 / Ca='243 'A/ DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 1 S" , 4.37k A4 o. Z43(`?1 2 M 0.24.3(18)2 _q g 4 0 8 / /Se 610 x. /4 ?' 4.37 k DATE 1D-/L-OR PAGE )7 Vilicq9e,5 at South St tiol_ 3 724 So. /54/ Larie Tukwila, WA 7818T _' 3 1 <si Alloru.y6 46. Moment ---:.1,/;?3 k / ($ ReacZ7ons R =v13(3&/2) -- 4': 37 k DENNEY ENGINEERING, INC. DATE 10 —)b —o2 PAGE J2.A 388O9 191" nvc 51,'• 1/ /116 7 e ,�� d t So uth Std - jo Auburn, WA 98092 ,3 72 4 50, /54/4 La✓1e I'hunc & lax (253) 939 -1373 7+ ukWila, Gt/A 78/ 6 g Pcr /ivis for 3-Stall Carports ( 26.2(9)= 236 M k l8" -5.38k' M W =236;s 1 8q 1 - 71 R 2 = 4.7gk M = 23/0 (9) = 9558 = 9. 56s k' M 2 3 63 4 - 9 ) 2 0 8 - V 2 0 = 53740 A' = 5.33 /<' 3(/8) R, = 2310 (/ 8 z -9 = 1593' /.59 200 236 08 4 9) 'f779 4;78 2 18) /.75e <_' 70 x 3 x /4 3a.. F = 50 ks i. ?vU c_ /5 N, ., /,o /or 5 - 3 . 1` . 0 /I c.1✓/)arC; DENNEY ENGINEERING, INC. 38809 191'' Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 iCc r to - Si l/ Ca rpart s 270) W= 243'x/ DATE. /D -/I -o8 PAGE 1/27/6 S at South Sta t_ ,3 72So. /54/ Lave 7'uku�i1�, u/A 78/81 3 t m cr - 2. /eak M = 2.(/ k �. lv►Sp ic.tto•rt 1 �1 � �v < � In ih&ii - ror ,,,oao,s UUsC'v =q,' (C- :rlelever aSC C 10 x _3 x ! n,. F y =. 5 / S� »L/; A/ ew a iSle r z o m en 6=IL-73 k (See p. 22 ) NI 2g3(7)Z JOINT NUMBER 1 2 3 JOINT 1 2 3 MEMBER NUMBER 1 2 --- COORDINATES - -- X(Feet) Y(feet) 0 10 36 Full 4 Partial !Man UNIFORM LOADS (k /ft) X- RESTRAINT Rigidly restr'd Unrestrained Unrestrained 'LEFT' END Jnt. F/P 1 F 2 F .243 SIX -STALL CARPORT PURLIN D +L 0 0 0 JOINT INFORMATION SUPPORT INFORMATION MEMBER PROPERTIES 'RIGHT' END Jnt. F/P 2 F 3 r- (-- a >,i,,,, v v v v JOINT HDADS MOMENT(k - ft) X- FFORCEfICips) Y- FORCE(kips) >1 -9.04 0 9.04 Y- RESTRAINT AREA (in2) 0 0 0 Rigidly restr'd Rigidly restr'd Rigidly restr'd 1.87 24 1.67 24 MEMBER LOADING INFORMATION 1 1 1 1 • V v v :(----d----): 0 0 0 Unrestrained Unrestrained Unrestrained MOMENT of MODULUS of INERTIA (in4) ELAST (kui) 29500 29500 TRIANGULAR LOAD MEMIW R UNIFORM PARTIAL SPAN a b TRIANGULAR c cl NUMI11:R LOAD(k /ft) UNIFORM LOAD (ft) (ft) LOAD(k /ft•,) (ft) ( ft) 1 .243 1`I ROTATIONAL RESTRAINT SIX -STALL CARPORT PURLIN D +L SUPPORT REACTIONS JOINT BENDING MOMENT X DIRECTION Y DIRECTION NUMBER k -ft (+ clkwse) kips (+ rght) kips (+ up) 1 0 0 2.46025 2 - 9.536743E -07 0 3.0275 3 0 0 2.46025 MEMBER END ACTIONS MEMBER JOINT BENDING MOMENT AXIAL LOAD k -Pt (+ clkwse) kips (+ rght) END SHEAR kips (+ up) 1 1 (L) -9.04 0 2.46025 2 (R) 4.9215 0 1.91375 2 2 (L) - 4.921501 0 1.01375 3 (R) 9.04 0 2.46025 10 2.46 -9.84 .91 2.61 2.61 SHEAR (kips) —1.91 -4.92 -9.04 MOMENT (k -ft) -4.92 6. Alb SHEAR (kips) -2.46 MOMENT (k -ft) SIX -STALL CARPORT PURLIN D•-1 Member Number 1 'Left End.' . = Joint- I _- 'light End' = Joint 2 AXIAL LOA1.) = 0 kips SIX -STALL CARPORT PURLIN 0 +1. ' Member Number 2 'Loft End' = Joint 2 'Rght End' = Joint 3 AXIAL LOAD : 0 kips • sr 4. • 4 DENNEY ENGINEERING, INC. 38809 191' Ave SL Auburn, WA 98092 Phone & Fax (253) 939 -1373 Par /gin ,4 /tow26le A/Momeiitt 370x /4Ga. DATE JO - PAGE 22 1/2 Sou /6 Stdtjoki_ ,3 724 So. /547Lh Large Tukwila PIA X 8/''8' t. 6 4= /./94 ./9�- by- /..02g"' �= 0.002023" C 2¢.306' f - 4.402 6 =1/, 300 k51:. C = 29,500 /<s (5ep. L /nhrac ed /en9Ch ( rey - � _ ___-�_ 9. 87(29, 500) (Ju /Ry1 (. ox? /2/.023) 2- r.0 f r e est ^ l rozataJ r � .{or l atera/ torpor' bu.ck /,a9 = 21.38 ksi (r = 1 G J 4- Z 61z A (R) 2 (K.� ) 1 /1, 300(0, 00202 3) -l- 7.d7 09,560)0 3 06 I / / �� /(,�� (/.00x 9.o x /2) =27.2/ ksc M = A P 7) c7 y 0 = /./9i1(4.102)71 _ /40. FS 4`'i/x73k 11/ x. C' m6i evlt k' //.73/c'> k' 0 K / /se C 70x3x /4 Ga, (Jur //►' (Of, /t Ok t ) t3TRUCTURAL PROPERT I IS ;13 �ecllon Tyne I Deoldnntor [ r-ircio Width The strudural pmportlos Included Ira this brochure have been computed based on the Amertcan Iron and Sloel Institute 'Spocllitatlon for tho (Malys of Cold-Formed Structural Sternberg'. 1906 odition, Including the 1900 amendmonts. Thickness - Stool Components' • Gauge Uoslgn Thkknnss (in) 25 .0100 22 .0203 . 20 .0346 10 .0451 1G .0566 14 .0713 12 .1017 XC Minimum ThIcknoss' (In) .0179 .0269 .0329 .0420 .0530 .0677 .0966 nofinitlon of Structural PrOfOrty_ SYmboIS Gross Propotlbs Uncoated :tool ThldtneSs. 1hldcnoss 13 for carbon shoot stool. MtnIntum Ilddcness represents 95% of the design thidcnoss rind Is the minimum, aeCoplable thickness doliverod to tho lob site based on Sodbn A3.4 of the I006 AISI Code. Moment of Inertia of the gross section about the X•X exit (strong axis). I Callus of gyration of the gross section about tho X•X axis. I.tomont of Inertia of the gross section about tho Y -Y axis (weak axis). I taJws of gyration of the gross section about I Y.Y axis. IU SU 1 ElfociNe Properties Torsional Propodl9s M ST M T 1T lDT . ,1 "• S.: Ellodivo section modulus about the X.X axis (strong axis). I Moment of Inorlla for deflection calculations based on 'Procodure I for Deflection Delormination' of the 1900 AISI Spodllcetlon. Y,,: Maximum distance from iho outside of oIthor flange to tho contor of grayly of the effodive sodlon. M,: Allowable Bonding Moment - Dosed on the nffodtvo section modulus and the allowable stross including the strength lnaonso Item cold•work of lomdng (AISI 15.2.2) whore applicable. J: SI. Vonanl Torsion Constant C.: Torsional warping constant Iho section X,: Distance from Iho shonr cantor to Iho controld along Iho principal X•axis. 1L: Polar radius of gyration of the section about Iho controldal principal axlt. ,STRUCTURAL PROPERTIES 5cc Nolo 1. Below For Yield Strengths 11OICS: 1. Elletlive properlits bnsed on r •50Mst int 47, 14 and 16 rouge. sections. r .33hs1 lot 18 6004)e asclbns. 14 and 16 gauge sections may he produced with r .33ksi. ret 33ks1 14 and 16 gouge sections multiply allowable moment by 0.66. (Canted manufacturer lot availability) 2. Elletlive prnpulies nod ollowoble Moment incorporate the sirenglh increase (torn cold -wort of miming where onn6coble. (MM AS.2.2). 3. rot deflection cnlculntione. use the ellactive moment ni inerltn. 4. • Web height In thickness eviceede 200, Web stiffener • required of snpparl pninle..(AISI 01.7) 5. tabulated meos ate hated an. the lull tot-mimed crass section nl the joist member. 6. rot wen * - aeis otientolione, leehnitel neslstnnee Is req'(I. Cnnlocl the mnnulaclurer for this assistance. Slillcnet lip - 0.675' minknum lot I?, 14 and 16 gouge 0.50' rrinlmum lot 18 gouge ;r. MJ S5CT1ON �� Still lip -IS- WJ SECTIONS - 1l Still lip f - 11 .625 ►410. 1' EJ SECTION WJ SECTION J GROSS PROPERTIES ErrEC1M: PROPERTIES TORSIONAL PROPERTIES S[f.110N ( eo weigh' (in 1) lb/11) 0.612 0.766 I.161 I. (in 4) 14, (in) I R (In 1 ) (In 5.. (In 3) I.. (in 1) Yu. (In) Mn (I( - 111 l (10 4ht chi) (i 400WJI6 400WJ14 4017wJ12 7.0A 7.81 3.61 1.720 7.146 7.902 1.681 1.674 4.654 0.758 1.1 I.1 0,037 1.106 4.743 1.002 0.644 0.1148 1.203 1.607 2.087 2.813 2.745 2.190 2.107 1608 7117 3700 0.654 4.790 3.650 7.713 3.395 4.524 -2.634 -7.618 -2.616 3.317 3.799 3.210 0.369 0.370 0.363 LOOWJI6 UIOWJI4 6110%017 0 0.709 4.765 7.47 3.09 4,30 4.311 5.368 7.373 2.438 2.431 2.401 0.073 1.091 1.010 1.090 1.437 1.066 1.105 1.447 2.177 4.1105 5.160 7.731 3.317 3.256 3.140 '2756 3610 5433 0.174 1.540 4.360 0.302 1.645 10.535 -7.332 -2.317 - 2..107 3 548 3.531 3.500 0.566 0.509 0.566 000W316 1►ffWJ14 1100WJ12 0.11311 1.051 1.4611 7.85 1.50 5.00 8.344 10.408 14.271 3.153 3.141 3.119 0.057 1.066 1.183 1.061 1.378 1.037 1.537 7.146 3.213' 7.843 9.185 14.094 4.495 4.206 4.164 31134 5354 0016 0.095 1.761 5.061 11.937 ' 14.724 19.076 - 7.101 - 2.086 -1.012 3.930 3.977 • 3.685 0.715 0.117 0.716 I4•,n0WJ16 1000V/J14 1000WJ17 1 1.19 .1, • 3.14 4.06. 5.69 14.055 17.549 24.164 3.643 3.1134 3.802 1.021 T�O4 1.283 1.07 1.604 1.905 2.795 4.386 43.409 17.029 73.849 5.810 5.440 5.181 4752 •8974 10944 ► • J.r 1 4. 06 -1.916 -1.907 - 1.085 A 0012 0.813 0.013 4.40 . ► 1100WJ164 1700WJ14 1100W,117 1.065 1.336 1.875 3.62 4.55 6.36 71.660 11,078 37.394 4.511 4.501 4.466 1.072 1.003 1.325 0,996 1.167 0.971 2.275 3.309 5.696 10.797 26.586 36.909 7.188 6.771 6.195 5677 0256 14716 1.131 2.765 6.463 29.002 36.790 49.995 - 1.764 -1.750 -1.737 4.946 4.931 4.888 0.813 0.074 0.874 ,STRUCTURAL PROPERTIES 5cc Nolo 1. Below For Yield Strengths 11OICS: 1. Elletlive properlits bnsed on r •50Mst int 47, 14 and 16 rouge. sections. r .33hs1 lot 18 6004)e asclbns. 14 and 16 gauge sections may he produced with r .33ksi. ret 33ks1 14 and 16 gouge sections multiply allowable moment by 0.66. (Canted manufacturer lot availability) 2. Elletlive prnpulies nod ollowoble Moment incorporate the sirenglh increase (torn cold -wort of miming where onn6coble. (MM AS.2.2). 3. rot deflection cnlculntione. use the ellactive moment ni inerltn. 4. • Web height In thickness eviceede 200, Web stiffener • required of snpparl pninle..(AISI 01.7) 5. tabulated meos ate hated an. the lull tot-mimed crass section nl the joist member. 6. rot wen * - aeis otientolione, leehnitel neslstnnee Is req'(I. Cnnlocl the mnnulaclurer for this assistance. Slillcnet lip - 0.675' minknum lot I?, 14 and 16 gouge 0.50' rrinlmum lot 18 gouge ;r. MJ S5CT1ON �� Still lip -IS- WJ SECTIONS - 1l Still lip f - 11 .625 ►410. 1' EJ SECTION WJ SECTION J 1 4.37 1< 5 DENNEY ENGINEERING, INC. 38809 191'' Ave S[ Auburn, WA 98092 1'Iwnc & Fax (253) 939 - 1373 Roo C B eams @ End Frames 1437 1< DATE /D -/b-oR PAGE ac 1/27/6' 1 e' at Sou th Station_ ..3 724So. 154711 Lave ` ukwila, 141A 78181 Load P= 3 A (5 e p / 7 ) /1 -2/.35 k' dry W 8 L' /f4 = 0.6 (50) - 33 ksi 5 res / 2.4 8 t) 11°5 11'3 33 (Jse we k to ,� = so ksi 5=7.. = 7.61' = 7.15 A' O vers tree s s = 4 e 70 Say 01<y DENNEY ENGINEERING, INC. 38809 191'' Avc SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 COAL rvins Mak. Load = `f.37 (2) = 3.74 k T r ( ' / , . 4 x 3 %G P;, = 46 /s s t: A - 3.52"z 4 = .5.81"3 rx =2.23" 1 Q_7 /rx 2./0 7 x t2 )� ?.. 2 3 - - ?. /0� 0.71 C II/.to // /. (o Ca = 0.376 = D. 391(40 /8.22 kSi 8.74 : 2,44 ksi < ‹ . 1 s . 1 . 1 - As c O /< DATE JD -l6 -o? PAGE ½/k? t Sou - th Sta .3724 So. /54 Lavie 'Tukwila, 14M 76[88' .Sy -- 4:66 z Cl7�c(< aehdt dad &o Lathere /Pe)rces 7"1- z9v15.vdrsc 4/ •�c� fr -- 400' ` /d er co/ak 4,06/ 200 A4=: 2' ('7 )► ! dad f = 0. eo :(o (f 33) 1 lSsi 5'.8/ Cobb; e:d •5trs ses e c;L`i ayi Lori rnic va -1- -14 - /32 if fier co/urmi. /W /32(7)w 924 0.7- 1 ) - 6/6)(/. 33) = i-S:3`f kst ) - � 2 �(1 2 � - 2.38 As c tOK f �� DENNEY ENGINEERING, INC. 38809 191' Ave S1; Auburn, WA 98092 I'hunc & Fax (253) 939 -1373 DATE 1Q -1L -o2 PAGE L7 ½ //e6 . cgt 500/6 StdtiokL .3 72. So. /5414' Lave 7ukw /fca, 76/81 FOO tr vi s Max. Load Pte= 4.37(2) = $.74 k /1se Category 4 Sol/ per Ta61e /30¢.2 Them ,455? — 2060 psf for footioc /2 6 w/de /2 'Veep w/'20 % / .icrease for e8cA acrd f iu-v►a/ foot of w'di' . & Rd de /4, Try Ft7. 24 "d x d ep. The.41 A55P = Z000 4.0.20[0- 0-J-(3.5-01(2006)=34W psf F. area = 3. /¢ sf 55P = e740 - 2783 fsf < 3 psf 3./4- Need 2' d a, x 3!-6" deep f ?• for ccp/ ft (See p. 29) 6/se 2Le . x3 " deep co. DENNEY ENGINEERING, INC. 38809 191' Arc se Auburn, WA 98092 I'honc &. Fax (253) 939 -1373 DATE k —IL—OR PAGE z8 Vi l�ge6 at 500 /i Ststio.v_ .37 So. 154i' Lave 7iLkwjla, Lt/if 48181 Foot-log Depti re'd For Lateral l5ear/v? ) 05e "C'Jnstrzfnec /e rrn u la per 18C 2606, Sect 1805.7.2,2 E. 18 -2 .yep tI. a 2 = * 2 5 ph Si P= 406/z = 200 (irzei force) CO I arnns = 7' Se. ct. /864.3./ _ 150 + (3.5 —1)050)(1.33)= 1050X pcf '-DLE (,l= 425(200)(7) _ 2.14' <3.50' Ok 6 50(2) - .J ee re far uplift, »e• t page DENNEY ENGINEERING, INC. DATE A0 PAGE 11c1 � illcceei at Sou Stetioj ,3 724 o. /547'4 Lavae 'Tukwila, 41A 761 Fe 38809 191" Avc SG Auburn, WA 98092 I'hunc & Fax (253) 939 -1373 rod trn j Ur, I i Ffr . Pu /. = -- /2.9 )1? (5d e p. 10) De:ad Load Roof• D4. = 2( ). (.33 psf . L/ fft94 .." /. •2:7_./'.33 = / / / . u s e Sor'/ G ' r r » d T h h e or y `,"/7 = 3 l ° dv '7 pcc 2' -0" = 3' 6" r,. dn =1.00 - &an .3 / ° _.. (3.50)(0.60)=2.10' r r, 71. a ._ 1.00 -f2.1. 0 :..3. 0 Al - r / 612 " 3/ ° == (,3.1 /O. (v O = 5. 7 L)( Creed. .ird 2 h,/4 , '"(2.o'3. s /4 = //0 00 0 vol. int oi/ =' k 1 2 - t 2(Az /t,) 1/0% �F -1/,116/1 3 . 7 3. . Llh�. 0;ceeikidpetze ko`iol =15'0( 33)(. 50)(2.0) - 50 N8e-= / d j -$ sztii 7,!-.. / CC/b. = (/ i. o4)( t (Y) -w (3 r.,23)(/ 20) -1-58 = /0364- 436'1•' 3 i* Ok 1,70 014 • J - 74q) I lse / c'. e-o o/r a. x 3' (0 " e �� DEPARTM NTS: ul d ing D 1 /o�n- i Public Worrk� " � -69 Comments: r PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D09 -142 DATE: 07 -22 -09 PROJECT NAME: VILLAGES AT SOUTH STATION - CARPORT 9 SITE ADDRESS: 15443 38 LN S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 14 Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PM N/A kP dk•2)1 Planning Division ❑ Permit Coordinator DUE DATE: 07 -23-09 DATE: No further Review Required ❑ Approved ❑ Approved with Conditions I2 1.. Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Not Applicable DUE DATE: 08-20-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 OHIO CAS INS CO BR053576250 01/19/2008 01/19/2010 $1,000,000.00 01/21/2009 2 OHIO CAS INS CO BK0053576250 01/19/2007 01 /19/2008 $1,000,000.0001 /19/2007 1 RED SHIELD INS CO CNT014215 01/19/2006 01/19/2007 $250,000.00 01/19/2006 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY £t INDEM CO 740091C 01/19/2006 Until Cancelled $6,000.00 01/19/2006 Name Role Effective Date Expiration Date GRANGER, ROY L PRESIDENT 01/19/2006 Untitled Page General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CARPORTS OF UBI No. 602569179 WASHINGTON INC Phone 3608292838 Status ACTIVE Address PO BOX 2389 License No. CARPOWI945BR Suite /Apt. License Type CONSTRUCTION CONTRACTOR City BUCKLEY Effective 1/19/2006 Date State WA Expiration 1/19/2010 Date Zip 98321 Suspend Date County PIERCE Specialty 1 AWN /CAN /PATIOCOVERS /SCREENS Business Corporation Specialty 2 UNUSED Type Parent Company Business Owner Information Bond Information Insurance Information • • https://fortress.wa.gov/lni/bbip/Detail.aspx Page 1 of 1 08/03/2009