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HomeMy WebLinkAboutPermit D09-139 - VILLAGES AT SOUTH STATION - 6-STALL CARPORT 2VILLAGES @ SOUTH STATION - CARPORT 2 3824 S 154 LN D09 -139 Parcel No.: 0043000335 Address: 3824 S 154 LN TUKW Suite No: Tenant: Name: VILLAGES AT SOUTH STATION - CARPORT 2 Address: 3824 S 154 LN , TUKVVILA WA Owner: Name: SP TUKWILA L L C Address: 1201 3RD AVE STE 5400 , SEATTLE WA 98040 Phone: 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: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Cityikf 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 DEVELOPMENT PERMIT Permit Number: D09 -139 Issue Date: 08/03/2009 Permit Expires On: 01/30/2010 * * continued on next page ** Expiration Date: 01/19/2010 $473.28 Fees Collected: $103.50 International Building Code Edition: 2006 Occupancy per IBC: D09 -139 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: Water Meter: City atTukwila 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 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: N Permit Number: D09 - 139 Issue Date: 08/03/2009 Permit Expires On: 01/30/2010 Permit Center Authorized Signature: /1 i Ik . Date: 0$1099101 I hereby certify that I have read and ex. ed this permit and know the same to be true and correct. All provisions of law and ordinances , hether specified herein or not. governing this work will be complied 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 perfo . ce of work. I am authorized to sign and obtain this development errrnit. Signature: Date: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D09 - 139 Printed: 08 -03 -2009 Parcel No.: 0043000335 Address: Suite No: Tenant: 3824 S 154 LN TURIN VILLAGES AT SOUTH STATION - CARPORT 2 1: ** *BUILDING DEPARTMENT CONDPTIONS * ** • 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 doc: Cond -10/06 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. * * continued on next page ** D09 -139 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: 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 -139 Printed: 08 -03 -2009 Signature: Print Name: 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 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 construction or the performance of work. doc: Cond -10/06 D09 -139 Date: 9 3� ordinances governing or local laws regulating Printed: 08 -03 -2009 r CITY OF TUKWIL1P Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cLittkwila.wa.us SITE LOCATION FRADC1 * ' Site Address: 3a� • IS 1- 1 Tenant Name: Property Owners Name: SP A '' TL Lk -W 114 1 1 C_ ' ! l 'u Mailing Address: 1 -c 1 ....SUittd 9I00 &AMC- L City State CONTACT PERSON - who do we contact when your permit is ready to be issued Plea Day Telephon o�SJ - (O2 -. 155 1 0 Name: Plea Q Mailing Address: • O - -'311.- D3 t -- gaCide.41 Loll Company Name: r FIS 0 r Mash, r1-loo, I fC.. Mailing Addres//�� s 0. „N.A. a3g9 4 Contact Person:L_ -afi t✓fJ E -Mail Address ‘A or'(SQfuJWhir* • Lain Contractor Registration Number: GAP -MAXgy S Contact Person: E -Mail Address: 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** Contact Person e(S On t E -Mail Address: Q:\ApplieationsWorms- Applications On Linea -2006- Permit Application4oc Revised: 9-2006 bh Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) POg King Co Assessor's Tax No.: 00 0D Suite Number: Floor: New Tenant: ❑ Yes El ..No City //�� Zip E -Mail Address: J la!L+teptt)r'-ISC�i1t4 �. i Jt t. elan -. FaxNumbe� aj3" 8 ipa 1 5'7 o GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) LAYA. C lef - 3.D - City Day Telephone . J r bP - l 5 Fax Number:J 2=5'3 - t1 �p o� '� 5"/ fl Expiration Date: 1 -1 G ( 0 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Day Telephone: Fax Number: State ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: -mot -ri en fleet", not Mailing Address38ST q I S SE U /A stro city State Zip Day Telephone? Ti - - 137 Fax Number: G aol Zip Zip Page 1 of 6 b�� s BUILDING PERMIT INFORM ION - 206 - 431 -3670 111 Valuation of Project (contractor's bid price): $ 5.;De • E uilding Valuation: $ Scope of Work (please provide detailed information): �Y! r S I [A�1011 Existing 0I) (I) Silt I C po4 Will there be new rack storage? ❑ Yes ❑.. 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: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ' No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q ;\Applicalions\Fonns- Applications On Line\3 -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 ls 2nd Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport U Q/� Covered Deck Uncovered Deck s BUILDING PERMIT INFORM ION - 206 - 431 -3670 111 Valuation of Project (contractor's bid price): $ 5.;De • E uilding Valuation: $ Scope of Work (please provide detailed information): �Y! r S I [A�1011 Existing 0I) (I) Silt I C po4 Will there be new rack storage? ❑ Yes ❑.. 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: ❑ Sprinklers ❑ Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ' No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q ;\Applicalions\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Date Application Accepted: 0 O Date Application Expires: 0[ 1 (0 r Staff Initials: �L 1 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNS O A 1 ORi7 D AGENT: Signature: v Print Name: Mailing Address n t S • Q: Applications\Fonns- Applications On Line\3 -2006 - Permit Applicabon.doc Revised: 9 -2006 bh City Day Telephone: _ 2 J Page 6 of 6 RECEIPT NO: R09 -01208 Payee: CARPORTS WASHINGTON INC SET TRANSACTIONS: Set Member Amount D09 -139 D09 -140 D09 -141 D09 -142 D09 -143 D09 -144 TOTAL: ACCOUNT ITEM LIST: Description 64.50 64.50 64.50 64.50 64.50 64.50 64.50 BUILDING - NONRES STATE BUILDING SURCHARGE • • 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 Cif, of Tukwila. Payee: CARPORTS OF WASHINGTON, INC. 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 SET ID: 0722 SET NAME: VILLAGES AT SOUTH STATION SET TRANSACTIONS: Set Member Amount D09 -139 D09 -140 D09 -141 D09 -142 D09 -143 D09 -144 TOTAL: ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 39.00 39.00 39.00 39.00 39.00 39.00 39.00 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 Code Current Pmts 000/345.830 TOTAL: 234.00 234.00 '11 PAYMENT ECEIVED Project: Type of Inspection: Address: 63.2 S ) 51 1 t— k1 Date Called: Special Instructions: Date Wanted: /a`�m` 8 - a - � m ' Requester: Phone No: x.53 ^ e 62 - 7� 2- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 11 '` - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: / i4 T� Z.e* .atei Inspector: 1- A.-t Zzq- -zg o 9 V � $611.00 REINSPECTION FE REQUIPrior to inspection, fee must be pid at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. Eeipt No.: 'Date: Projec Type of Inspection: U Address: J(.2 S /- ` / fiv Date Called: Special Instructions: Date Wanted: E.?- / 7 d 4 7 p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION R PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: 00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be I'd at 6300 Southc nter Blvd, Suite 100. Call to schedule reinspection. ipt No.: Date: 'Date: _.8. VOL eta... SEPARATE PEWIT REQUIRED FOR: lbl„Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION e 0 PURLIN C10x3x1 ♦ OA 0 18' —O" 1e' -0" 27' -0" 0 x N Villages at South Station 3734 80. 164th Lane Tukwila, WA 98188 ( 9 -0" cs) 29 OA METAL DECK 3 STALL -ROOF FRAMING PLAN 9' -0" GO- 3 STALL - FOUNDATION PLAN — • M —9 DEEP ROOF LINE ABOVE SINGLE POST CARPORT ROOT FRAMING * FOUNDATION PLAN FILE COPY Permit No.. DO kqA Plan review approval Is std to errors and omissions. ■ , of t� does not authorize the r violation of any adopted code or finance. Receipt By Date: City Of BUILDING DIVISION ROOF FRAMING PLAN NOTES 1. PRIOR TO FABRICATION et CONSTRUCTION VERIFY ALL 2. STRUCTURAL NOTES ARE LOCATED ON SHEET REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By: T Date:. ; FOUNDATION PLAN NOTES C ARPORTS OF WASHINGTON, INC PA, BOX 2389 Buckley, WA 98321 Phone 4 fox (380) 829 -2838 REVIEWED FOR CODE COMPLIANCE City of Tukwila i BUILDING_DIVISfor DIMENSIONS RECEIVED CITY OF TUKVVI JUL 2 2 2009 7 43 PERMIT CENTER 1, PRIOR TO FABRICATION it CONSTRUCTION VERIU ALL DIMENSIONS 2. STRUCTURAL NOTES ARC LOCATED ON SHEET DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & fax (253) 939 -1373 nor reel r Igo 0 O b. 0 PURLIN C1Ox3x14OA S . _ 0» Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 5 4' 3 PO 18' -O" 20 OA METAL OCCK 6 STALL - FOUNDATION PLAN 6 STALL -ROOF FRAMING PLAN INIT ROOF LINE AOOVE SOW POST CARPORT ROOF FRAMING I FOUNDATION PLAN ROOF FRAMING PLAN NOTES CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone it fax (340) 829 -2838 REVIEWED FOR CODE COMPLIANCE JUL 3 1 2009 City of Tukwila BUILDING DIVISION 1. PRIOR TO FABRICATION a CONSTRUCTION VERIFY ALL DIMENSIONS 2. STRUCTURAL NOTES ARC LOCATED ON SHEET 5 RECEIVED CITY OF TUKVIALA JUL 2 2 Z009 FOUNDATION PLAN NOTES PERMIT CENTER 2. STRUCTURAL NOTES O ARCLOCATED O SPCETRIi1/ ALL DIMENSIONS DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone k fax (253) 939 -1373 PUAUN C10x3x14 OA ENO Villages at South Station 3724 80. 164th Lane Tukwila, WA 98180 4' -0 • 8' -O � •••• 18' -O- 1o -0 SLOPE h 12 2' -0 0 6' -0 W O x1 TYp.I -o PI��L CROSS SECTION 4' -O" SINGLE POST CARPORT TYPICAL CROSS SECTION ASPHALT 20 OA METAL DECK 1 ZNA11VE / SOIL NO FILL CARPORTS OF WASHINGTON, INC P.O. BOX 2389 8uckNy, WA 98321 Phone It fax (360) 829 -2838 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 31 2009 City of Tukwila B!JILDING Dlvici CITY LA -d9 /3 JUL 2 2 2009 PERMIT CENTER DENNEY ENGINEERING, INC. 38809 191st Ave. U Auburn, Washington 98092 Phone 1 fax (253) 939 -1373 10 ROOF DECK OVERHANG PER PLAN ASPHALT FB YT.'x5x9" PURL IN C1Ox3x14 OA s - • ROOF DECK 1Y• "x29 CA (VIC WEST) OR EQUIVALENT TEK #12-14 . CENTERED ON C10 Wax1 O• 2 O "• . 1 MSS 6K4 COL PER PLAN W7/7A TYPICAL COLUMN FOOTING TIP 0 FB/W8 NATIVE SOIL, NO FILL Villages at South Station 3724 So. 164th Lane Tukwila, WA 98188 4) A- 3O7 S" 1 1/4" 2 1 /s" TYP PUFLIN 0 BEAM END DTI, 1!h = 1 -0 1 1/4" ROOF DECK 11f,'x2$ OA (VIC WEST) OR EQUIVALENT Wax1 O SINGLE POST CARPORT NTS WextO •' •11 1/4' TOP PL Y4 "x4 "x2 " 1 1/2" TOP PL Y4"x4'x24" W/4 WASHER / NUT W8x10 RAFTER LAYOUT WSr10 J CARPORTS Of WASHINGTON, INC P.O. BOX 2389 Booklet, WA 98321 Phone it Fox (360) 829 -2834 die S - 9M 2A -2A PLAN < COPE COL FOR WELD TYty � . i QE�►M W8 OVER TS COL DTDTI, - o CIT RECEIVED TULA JUL 2 2 2009 PERMIT CENTER FB Ya "x6 "x9" BELOW -� 4 F1 'xs • E sID of 14 ` 9" 9" H a »4 COL PER PLAN 1 M 1 1 /2" REVIEWE FOR CODE COMPLIANCE APPROVED JUL 31 2009 City of Tukwila BUILDING DIVISION 7-13 DENNEY ENGINEERING, INC. 38809 191 e4 Ave. St Auburn, Washington 94092 Phone t lox (253) 939 -1373 Gi rs r STRUCiURAL NOTES 1. BUILDING CODES IBC _2 oob Washington State Budding Code (Washington. Administrative Code (WAC) Chapter 51 -30) 2. DESIGN DATA Roof Dead Lood at Carports: DL Roof Live Lood (Snow): WIND: The wind loads ore determined in accordance with IBC-2066 Basic Wind Speed, V: Exposure Category: Wind Importance Factor (I): Velocity Pressure, q • 0.00256 Kz Kzt Kd Iw V' SEISMIC: Seismic De5t9v► Category D Actual . 25.0 PSF 85 mph 8 1.0 Villages at South Station 3724 80. 164th Lane Tukwila, WA MSS FOUNDATION: Original ground or 95% compacted structural fill Allowable Soil: Bearing Copocity (DL +LL): (Assumed soil type GP —GPGM for oil carport areas) GP a Poorly grovels, graded —sond mixture GM = Silty grovel, gravel— sand —sat— mixture 2000 PSF Contractor shall verify sail condition prior to proceeding with construction. 3. SiRUCTURAL STEEL Structural steel materials, fabricotion and erection shop conform to IBC Section 2203, and the RISC 1989 Specification for Structural Steel Buildings. Paint all structural steel exposed to weather unless noted otherwise on drawings. Materiel specifications, unless Structural shapes: Bars and plates: Structural tubing/NSS: Bolts: Nuts: Flat/beveled washers: Direct— tension washers: FlOer motel: Cold Formed Shapes: Roof Metal Deck: 4. CONCRETE Cost —in —place normal —welt concrete materials, mixing, plochg, and testing shall conform to IBC Chop er 19. Materid specifications, unless noted otherwise Minimum 28 day compresatve strength: NI Concrete 2500 PSI Maximum water— cement ratio, by weight: Specified strength Non -ok- entrained 2500 PSI 0.58 5. SCREW FASTENERS Sell- Orlling and Self- Topping Screws shill conform to AS1U A 545. 6. ROOFING 1 1/4' X 29 CA roof deck (AEP SPAN) a equivalent with j12 -14 tek screws os noted on drawing cr (4) screws per 36' wide panel • tech support. 7. PURUNS Ai purling we AS114 A 446 unless noted otherwise. NONE! noted otherwise: ASTM A 50 ASTM A 38 ASTM A 500, Grade B ASTM A 307, Grade A, unless noted otherwise ASTM A 563 ASTM F 436 ASTM F 959 E70XX Electrodes, ell welds shdl be single pose 3/16' unless noted otherwise ASiM A446, f y • 55 ksl ASTM A446, Fy • 80 ksl Ak- entrolned 0.46 CARPORTS OF WASHINGTON, INC P.O. 00X 2389 Buddep, WA 98321 Phone k (360) 829 -2838 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 1 2009 City of Tukwila BUILDING DPvlclnhi DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Ws hbngtan 98092 Phone * fax (253) 939-1373 RECEIVED CITY OF TUKWILA JUL 2 2 2009 2—J3 PERMIT CENTER MOM SECUmy PROPERTIES. tiC. [21%) altettl: FIL COPY Si 8 a ar it SITTS & HILL ENGINEERS, INC. Chi • ZIIRCnagt. 9.0-0f.0 City of Tukwila BUILDING DIvictrw n 'Me at • mai SOUTH 1541h STREET - 1 - 77 1. • I f • 1: I CaviiumAs : 4 bTAil (4•) 5TAti () ) 2 14-4/1 South Station - Carports Map REVIEWED 92009 Proposal to add 31 more stalls CODE COMPLIAN APPROVED JUL 3 1 2009 CIflhjI JUL 2 2 2009 PERMIT CENTER E-5) '- i7 PROJECT FILE COPY Permit N DCNN�Y �N GIN�CR�I� � W 3sso9 I9 A�� s cq�nroval of approval is subject to errors and o, Auburn, WA 98092. construction documents does no' Phone & Fax (253) 939 37`�S of any adopted P� rOi/of t I"1!�.!d i and C p on or i1l1 In�Ct. �G:J,O!1d'g1C ^S is �• .��f .. L; STRUCTURAL CALCULATTf'O'N LA 6E5 Cz 5QurH STAT/04i_ 21" 50. 45 Laiie T17 <cv/1c7 WA 91/S BY ER D DATE /0// CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 REVIEWED FO CODE COMPLIANCE PPROVEID JUL 31 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2 2 2009 PERMIT CENTER po i2'1 DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 1'hunc & Fax (253) 939 -1373 Roo( Lads Loads on Meta/ ,00firzq IA 0.75 /sf R006;17 LL 25.00 psi (snow TL 25'.75 s7 Lo soy! Pu r // ).5 DL 0.75 ps f Roo / q 0.25- p sf Pu rli ?Is 4 oo pst' vapor Barrier DL 2.00 psP LC. 25:00 psi' TL x7, oo psi' DATE J0- /L -OS' PAGE Ville;i9e, at ,50a /6 Sta tioyL ,3724 So. /54th Lame 7JukW jla, kt/A 78181 DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE iD- 1b -O5? PAGE 1. ½//c9e S at $oath Sta tLoJ .3 724 So. /54tI1 Lave 7akwi/a, 1'6A 78181 /(/Dee: P b' / n c/ and ( S e s m t c > C o rc e c rt d /y s e s will .6e based on sea lard 4 - -sta /l carports wi i 9' iet x is ft sta /ls. me a Dui// va /td -'or Cd,tpertS of 0e4er ,Sao /1 $ucart eir/es, e lv, 8; /O end 64`1zc r L 7 / s s e r .sizes /. o. ' ft x 16 ft., /5 etc. Wind cd tai// be hased vh Exposwr e c, able/ luc'f/ be va /r'd for &*xposu.re 6 sites. Analysis cvi!/ 6e based on V=-?0 rvi/DA, 3sec. Vast a etc/ w /'1/ be .vig/!'d for V=85 too . 3 TRANSVERSE W /A/ID DENNEY ENGINEERING, INC. 38809 191 Ave SI, Auburn, WA 98092 I'Iwnc & Fax (253) 939 -1373 14/ind Analysis Ref. QC 2oo(, and 4SCE 7-.os L/se the Si -n p lr'F1 d /'Petz o d per AscE 7 -05 Seca»1 / c' .2 Vet. = 90 ny..A exp. C Roof slope &=/.2° /Wa/ 1 UJ h d Fore Resistr ;915stin -- 7ransverse GI/ S Vertrc.� /projected areas (See flp. 3 it 4-) Ps y Arwpoo ✓1. = !. 2/ 75WWe 1609. G. 2. l(4) (see p.&) ru, /.D0 Su.rfa ce A /2.$ 8 -(0.7 h 7 c 8'. 5 0 -4:0 Noriionta/ projected areas .5arA2 c e E F H /ns30 lona -8. 8 --10.7 DATE /D -lb -o' PAGE at 5Oul`h. Std tom 4 3 724 o. 1547 Laoe Tukwila, 14/A 78/88' rs (ps f) /s:5 /0.3 -4.S p -/8.6 —/2.9 -9. 2 See p.7 ,See p.7 Eave height =7' Least 4u//dq chrnehs im • .�o. :-.2(0.10)08) = 3.6' or Za - Z ('0.4) (7) = 5.10 < Ose for Building Adjustment Factor Height and Exposure, X J Mean root het E . B AIM D e hull) 15 j 1.00 ® 1.47 20 1.00 . 9 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 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 40 Main Wind Force Resisting System — Method 1 Figure 6 -2 (coned) Design Wind Pressures Enclosed Buildings h560ft. Walls & Roofs ASCE 7 -03 10 Main 1Vind Force Resisting System - Method 1 Figure 6 -2 (coned) 1 Design Wind Pressures Enclosed Buildings Simplified Design Wind Pressure, p. (psi) (Exposure eat h s 30 11., K m 1.0 with 1 s 1.0) Zones Basic Speed A � Horizontal Pressures Vertical Pressures Overhangs 1 (mph) (degrees) .3 A B C 0 E F 0 H Eoi Got 0In5' 1 11.5 -5.9 7.6 -3.5 -13.9 -7.9 -9.6 6.1 •19.3 -15.1 10• 1 12.9 -5.4 8.6 -3.1 -13.8 .8.4 -9.6 •6.S -19.3 •15.1 15' 1 14.4 - 1.8 9.6 •23 - 13.8 - 9.0 - 9.6 - 5.9 -19.3 - 15.1 85 70• 1 15.9 - 4.2 10.6 - 22 - 13.8 9.6 -9.6 .7.3 .19.3 - 15.1 25' 1 11.1 2.3 10.1 2.1 •6.4 -8.7 -1.6 -7.0 -11.9 -10.1 2 °- _ - -- -2.1 -1.7 -0.7 •3.0 -• --- ---- -- 100 105 110 120 3061 Oh) 5' 7.0 15• 70' 25• 301045 0 In 5 10' 15• 70' 25' 3010 45 0105• 10• 15• 70• 25• 303045 O In S• 10• 15• 70• 75• 3010 45 0305• 1 0 • 15 O• 15' .303015 2 1 1 2 1 2 1 1 1 1 2 1 1 1 2 1 1 1 1 7 1 2 7 1 7 12.9 12.9 15.1 17.6 • 16.1 14.4 14.4 15.9 17.9 19.9 22.0 . 19.9 17.8 17.8 17.5 19.7 21.9 24.3 21.9 19.6 19.6 19.2 71.6 71 1 70.8 24.1 21.6 21.6 72 8 • 25 8 76.1 11 6 :9.6 75., 75.1 8.8 8.8 -5.4 4.7 2.6 9.9 9.9 •6.2 .7.4 -6.6 5.8 3.2 12.2 12.2 -9.0 8.2 • 1.3 8.4 3.5 13.5 13.5 -10.0 •90 90 -70 3.9 14.8 14.8 •11 9 -10.7 9.5 6 4.6 17.6 I/5 102 10.2 10.7 11.9 11.7 11.5 11.5 10.5 11.9 13.3 14.6 14.4 11.2 11.2 11.8 13.1 14.7 16.1 15.9 15.7 15.7 12.7 144 I60 11.4 11.2 17.2 15.1 17 1 191 71.1 .0J 70.4 20.4 -1.0 •2.6 2.7 7.9 7.9 -1.9 -4 3 -3.8 •32 3.3 9.8 9.8 .5.4 -4.7 4.2 -3.5 3.5 10.8 10.8 .5.9 -5.2 -1 6 3.9 40 11.8 11.6 -10 52 5.4 1 6 4/ 11.0 11.0 1.0 5.0 -15.1 -15.4 -7.2 .7.7 1.1 5.8 -19.1 -19.1 -19.1 •19.1 -8.8 .3.4 1.4 5.9 -21.1 -21.1 -21.1 •21.1 -9.7 -3.7 1.5 7.6 -73.1 .73.1 -7.7.1 71.1 -10.1 4.1 1,7 8.3 -77.4 -7/4 •71.1 •711 12.7 46 7.0 99 1156011. Walls & Roofs -7.8 -3.9 .10. -10.7 -9.8 -5.3 -8.8 -4.3 -10.8 -118 -12,4 .1.3.3 -12.0 6.6 - 10.8 - 5.3 -11.9 -12.9 -13.7 -14.7 -13.2 -7.3 •11.9 -5.8 -13.1 -14.1 -IS 1 -I6 .14.6 -10 -13.1 6.5 -356 -1136 I/9 -19 1 .133 94 •156 0.3 -4.5 -21.6 -21.6 -10.7 -10.7 -5.2 -0.7 0.1 4.8 -13.3 -13.3 -13.3 • 11.3 -6.1 •0.9 0.5 5.9 -11.7 -14.7 •11.7 -11., -7.1 -1.0 0.6 6.5 .180 -18.0 • 16.0 -19.0 •1.1 .1.1 0.6 7.2 •19.1 .19.1 • 19.1 -19.1 9 2 -13 0.1 5.6 -6.7 -7.7 -6.1 -7.8 .3.4 .7.5 -3.1 -0.4 •8.9 -9.5 -10.1 •0.7 -1.2 -9.3 -.38 .9.3 -9.8 -10.5 .11,1 -10.7 -4.6 -10.3 -42 -10.1 -108 .115 -17.7 -11.1 .5.1 -09 •11.3 -1.6 •37.1 •11.7 -11 5 13.9 6 -71 •21.6 -13.3 -5.1 -5.1 -26.7 -76.7 76.7 -76.7 -16.5 -6.3 .5.3 -29.4 -29.4 -29.4 -29.4 - 18.2 -6.9 6.9 -37.3 - .12..3 -17.3 37.3 •19.9 •1.6 -7.6 -181 -38.4 16.1 38.4 73.1 -31.1 5.5 90 9.0 -5.2 -5.2 -16.9 -16.9 -I5 9 -16.9 -11.4 -5.8 -5.8 •70 9 -70.9 20.9 -m9 -14.0 •7.2 -12 -23.0 -23.0 -73.0 -23.0 •15.1 -1.9 -79 75.3 .753 •753 75.3 -11.0 0,7 6.7 -.30. t :10.1 :10.1 0.2 10.3 10.1 t)nit ( :onverslons -1.0 f1 0.3048 1n; 1.0 psf - 0.0479 kN /rn t ASCE 7.011 DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone Sc Fax (253) 939 -1373 DATE JO—lb-0R PAGE 7 /679ea c7t 3oci Std tLoyL ,37241/45o. /54th Laoe 7uku ;la, WA 76i 88' 01/;10 Forcd s ton MW FR5 7"ra n 5 v 1thkt d /5- = /5, 5(5. 10)(0.75)(2) -f-8.1( .5. Co)(o. 375)(2) 4- 10.3(2¢ 8)(O_75) � - 4t. S(2 it. e)(0.37r,i) 4OO# L.ongibus ;na/ I4 d /- = /5.5 CY. Co)(o . 7 5)(2.)-1-3,i(6.10(0,. 7 5) _ 172 DENNEY ENGINEERING, INC. 38809 191" Ave SL Auburn, WA 98092 i'honc & Fax (253) 939 -1373 DATE /D -Ib -c2 ? PAGE ½//cqj dt 50u/6 Stet - on .37241/456. 550. /54 /, Lace ` akwila 1�t/A 761F8' Seismic Force -- illlawvab /e Stress Des ;9n Ref : 113C 2666 Sect. /l 0S .3.1 and 45Cg 7- 05 Sect. 2.41t Mapped $pec7'ra/ Acceleratto .S = i 25 F /9, /49/3_5(1) .rL3C 200%1 S 5i i e C /ass 02 F = 456 Table /6/5.1.2(1 5ms = 1.56(1.25) =-1. 4 1/.4 -> .5 - 24 5,ns ' 3 x1.9 _/.30 65. /1.4.-3 Selsto is Oes/90 i2ategory - (14$c 7 -05 T26le //.c -1) Jai's ni c Base SGtear ASCE 7-05 1/ - C t4/ E. /2.8- O = sas ? = 1.00 R=2.5 E. /2. - nI C - /.30 0.001 =0.52 2.5 LoaQ/Com.btnation (‚5' 7 -05 Sect. 2. 17 0.7C = C W - 0.7(0.5 .= 0.364 -W 5 j$ rn 16 Force Kss 3K 3 I,Z _. 0.3 6 4{(18x36)-1-1189(4)(4)1 = 26 4 t 4. col's W can &r'o /S & _ E ' , i m i c c!o ■'l 6-60/f; /o rl / i .t1.. cit rt d l DENNEY ENGINEERING, INC. 38809 191' Ave SL' Auburn, WA 98092 1'hunc & Fax (253) 939 -1373 Uplift oh Mbar, U)/•4S ,force Resis6,%) .59s64A-11 (muff f net = ✓. 1w P5 DATE 1D -l6 -o' PAGE Vi at Sou -`6 Ste tioJL ,3 72 /54t4' La►le Tukwila, LOA 78188' l.2/ .rw = /, dc p 36 --10.7 p.-f per 7 ; 7 6 / e / 6 0 7 . 6 . 2 . / 0 ) (See p. 7) 77 pnet 1.000.21)(- 40.7)= Up /'Ft on Corperrleitt clack: /1 /rtet A. lw p het 30 .A, l.2/ / = /. C/jC. P 30 for Zo-he 3 Ta6le !604.6.2. I(2) (e.e p. /1) 77-)e.41 A, c h ja = /5. />s f :�,�rJ prm e - 4.660. 2l)(l5. 8) =19.1 Figure 6 -3 (cont'd) Net Design Wind Pressures Enclosed Buildings h560ft. Walls & Roofs Net Design Wind Pressure, p,,, (psi) (Exposure 8 at n . 30 n. woo. 1.0 and K.. 1.0) Unit Conversions - 1.0 (1 - 0..)043 ml 1.0 1►1r 0.0479 kN /m' 41 ASCU 1-00 Zone Basic Wind Speed V (mph) leg 85 90 100 105 110 120 1 10 3.3 -110 S9 -14.6 73 •180 R1 -198 6.9 -21R 1113 -239 1 20 5.0 - 12.7 3 6 -142 69 -17.3 76 -19.3 83 -21.2 99 -252 1 50 4,5 .12 2 3.1 -13.7 6.3 -16.9 6.9 -16 7 7 6 -20 3 9 0 .24 4 1 100 42 .119 47 -131 3.8 -16,3 6 4 -11.2 7.0 -199 R1 -237 2 10 3.3 -21 A 5.9 -24.4 7.3 -10.2 8 1 -33.3 8.9 .363 10.3 -41 3 2 20 3 0 -19.3 5 6 -21.6 6.9 -27.0 7 6 •29.7 A.) •12 6 9.9 - 16 6 07 010 2 50 4.3 -16.4 5,1 .18.4 6.3 .22.7 6 9 -25.1 7 6 -27,3 9.0 -32.7 2 100 42 - 14 1 47 - 13A 3 6 - 193 6 4 .21.5 7.0 •236 Al -281 3 10 33 -32 S9 -36 7.3 •45 4 Al -50.1 8.9 -350 103 -63 3 20 50 -27 56 •10.3 69 •176 76 -41.3 83 -45.3 99 •342 3 - '.f - 4.5 .19 7 3.1 7 6 3 -27.3 6 9 -30.1 7.6 -33.1 9 0 -19 1 100 4 2 -14 1 4 7 •11 8 3 8 •19 3 6 4 -21 3 7 0 -23 6 8 3 -28 1 sweep u 01 L 1o 1 10 75 .11 9 1,4 -133 10.4 -163 114 -1212 12.5 -199 149 •21.7 1 20 6.8 .11 6 7.7 -13.0 9 4 .16.0 10.4 •176 11.4 -194 13.6 -230 1 50 60 .11.1 6.7 -12.3 82 •13.4 9I -17.0 10.0 -166 11.9 .22.2 1 100 33 .10A 3.9 .12.1 73 .14.9 AI -163 A9 -1111 105 -213 2 10 7 3 .20 7 8.4 -23.2 10.4 -28.7 11 4 -.11 6 12.3 •14 7 14 9 .41 3 2 20 6 8 •19 0 7 7 -21 4 9 4 •26.4 10 4 .29.1 11 4 -11.9 13 6 •18 0 2 50 60 •169 6 7 -189 82 -213 91 -237 100 -262 119 -1.16 2 100 3.1 .15.2 3.9 •170 7.1 -21 0 81 •21.2 8,9 -233 105 •101 3 10 7 3 •30 6 8.4 -34.3 10.4 -42.4 11,4 -46.7 11.3 -31.3 14 9 •61 0 3 20 ' 6.8 -28.6 7.7 •12.1 9.4 -39.6 10 4 .43.7 11.4 -47.9 13.6 -57. 1 3 - 3 - 50 6 0 -26.0 6.7 •29.1 8.2 -36.0 9.1 •39.7 10.0 -433 11 9 -51.8 100 31 •240 39 •269 71 .1.1 Al •166 II 9 - 402 103 .479 =agar s► 01 Lt ' root! 1 10 119 .1)0 133 110 •146 ~ 163 160 •180 .17,1 IA2 - 19A 199 - 218 23.7 - 23.9 1 20 (16 - 121 176 •186 _ 194 .207 2111 -246 1 1 50 11 1 •113 12.3 •12 15.4 .13 9 17.0 •17.5 18.6 - 192 22.2 - 228 100 10 A - 106 12 1 •121 14 9 •14 9 163 -163 16 1 -1111 71 3 •71.3 N j N i N l N I 10 119 •132 13.3 •170 16 -21.0 IA7 •232 199 -233 217 -(01 -290 20 116 •143 13.0 •16.3 16,0 •20.1 17.6 -222 19.4 -243 230 50 II 1 -137 11.3 •15.3 154 -18.9 170 •208 IA .22.9 22.2 .272 100 10 A .110 12 1 -146 14 9 .110 161 - 198 111 1 - 21 8 71 1 41 9 3 10 11.9 - 132 13.3 •170 16.3 .21.0 18.2 •212 19.9 - 233 2.17 - 101 1 3 20 1I 6 •143 13.0 •161 16(1 -201 176 •222 19 .241 210 -290 i !"f I . r'7 _30 100 11 1 -1.17 12.5 -113 13 4 •169 170 .20.8 166 229 -2111 22 2 .27 2 10 A -110 12 1 .146 14 9 -IR 0 16 3 098 111 1 71 3 •71 9 IIeM 4 10 31 0 -141 14.6 •138 1811 -19 3 19.6 -21 3 21.! -216 25.9 28 1 20 124 .115 1.39 -111 172 •187 IA 9 -1116 20 A 226 247 269 el SO 11 6 .127 11 0 141 16 1 -17 6 1711 •194 19 1 .21 1 21 2 .2 .34 100 11 1 •122 124 -116 113 .16 169 -1115 183 204 2211 242 4 500 97 -108 109 - 121 114 149 148 .16 ,1 162 IN 19 .211 5 10 110 .174 14 .193 IA0 •241 198 - 766 218 291 739 .147 20 124 -162 119 -182 172 -223 I69 -2411 20 A •272 74 7 124 R I! II I16 11 1 - 147 110 •161 161 20 1 17A .724 193 746 212 291 .111 124 .111 111 18 7 169 2116 I81 276 )2 0 169 97 10 8 1119 121 114 (4 9 148 161 162 1R1 19 1 21 1 Figure 6 -3 (cont'd) Net Design Wind Pressures Enclosed Buildings h560ft. Walls & Roofs Net Design Wind Pressure, p,,, (psi) (Exposure 8 at n . 30 n. woo. 1.0 and K.. 1.0) Unit Conversions - 1.0 (1 - 0..)043 ml 1.0 1►1r 0.0479 kN /m' 41 ASCU 1-00 DENNEY ENGINEERING, INC. 38809 191'' Ave S1 Auburn, WA 98092 Phunc & Fax (253) 939 -1373 Roor S/2eaM' 'q Coe Grovit a•t� 14/nd y ..5-heca'4 ;)9 is )9R 36 29 a. or fr c West ill-R/8 I CO= 2G. 74 1 4.1, /of �3.•� 5 0.o623" 16(, fG /. ? (f z) = 22,343 psi < Via 00o si OK O.o %23 S r � 0.0562 �L� ' S S" r �xir»uim Shess �h W -Z in C! z;) 6 76'S j�si . 9� ,:�0 �si• O1< 0.054.2. DATE /D -1I -0 ? PAGE ) 1/27/62q at 5o u16 StatLo i ,3724 So. /547 Laoe 7ukcuil�, LOA 76I8$' 7.5(4. 0) _ 20G 2. * . / Nc t p o s; tie, A4 _ 322 - >a6 = Fy- 80Asc. F'6- o.6o(Ffo) = ?-8 Asc cti c,k ' Cah'taeve . 19:../ 7k/i• 146. ' irk/' 6 := ¢4 (/.330 0 3.78 l < 31. M =•/9: /j4:,a) ?: 2 Ti /5302) ..: 3Z;4:7©i pii <43 'psi Dk O.0'r7a 2 26 & 29 C wgc Clad(liltg PAnels rem.,ih ZIf1CalJ1Y eFor rwicd the life! i grealume combines 1he strength of steel with the corrosion resistance of aluminum for twice the Ilfe Of zinc r.nalingS. R•16 is a through- fastcnetlmc1:11 panel . with . lull 3G' coverage. I IR•36 is Itredrtnrinandy used in MdustH*l root .ntl wall aithlitations. u Willer coverage. Means (cwor p %gel% to handle anti install, saving Gale plc) motley. 1.1 I.onit sntnnlnit capability; design provktleS Superior Io.id And sl»n c'p.i ,diet, saving money in slrtrrtural summit. . U Quick. economical Irma pacIogeS available as Mandan' trlln plicrr..s that tan lie ordered by number. U Clirt.p Curvitlll availably tot a unique appearance. U 11101 tr`nsile steel naht:Is iii 29 Arid 26 gituge panels ,tvailal;,lc with the bur,i tet.h cdatlitg system dr 7_it>ralunt t Plus. • 0 Fil,crgl iss skyliphl panels are available to maids the pro• MA al Ihrr mewl I n,Mnels: ■ i-i; .jc (typical Rap( Appllralinr') 1 1/1• . I . 4 : f sjl b'.►.l a,,.s..1.14.1 j 1 . --•. NM ( . , wrinnr! w I Iltvefsril I II .l(,(1'ypItpi llppllraliun) 111• .4. r Vitt . 1 a.w..l 19 0.» .nro) .rlsnl .0sr.2 1n o.9n .0095 .11029 .nn.w `n1JILOING PPODUcls t;ceitta, I4O0.713.44S , 1Sa.an 1.4955 rAX 153.1 / /.0 /91 ranhru, CA RO0. »2.1404, 9n9.02)•1)4nt rAx 9iM.n2.1. )a11 13 DENNEY ENGINEERING, INC. DATE /D -/b -OR 38809 191" Avc SL ! e Auburn, WA 98092 3 2 7 l'hunc Si Fax (253) 939 -1373 7 Shdel ti) /r7 Coh rte 67 r� car ll/tvi d Up /lf t Load pee Toot = :15.8(4/Z r4./o7 / /0.14 i`R d it/1- 14 Te./< Screws at /2''o. e, r i.Lll over cape city i� ' 24! a. s't. =1537 See . 15) Use #/t - /4 T ed <: Screws @ l2 "0. c. So. /54 PAGE a t St ,' �O Lake u For Z9 a .�4/.� � �pu-1�o ✓e.;rj I S 1 DraportIo-ha/ 10 rcA �es� 77, eft) FAO r 4 . fu / / - o' r 53 7(0.oi 72/0.o24 /-7)=37 4. • .37 4 /'10:4 • 01< AT S. on tlfima'ee = 374/78.7= 3.79 Say O/l w r Pal/ Oat. Car ar."ty 1r, /4 ya. par-an = 1131. (wee p. 15) •/ /3 4 - * » .t /40:4* o l_ F. S. ; o y Intil4late = 83 4 140.25 01< • 4 •1 f • .'3 12 -14 HWH bLATECI EI'T' @EL 43 ELF - 1 3t-1ILLINta ".FA 1, 'l1Y.A ,. V C111'SICA1. rKo1'I?i1T11?1t Ilcn rims: .312•.1(35 rhtearl Die. (O,U,): .213-.0.09 T pin. MD.): .164-357 PU1,1. OUT Si f$NG•1'II: I rti j' !)S ULTIMA'T'E) M,\•1 'taltA(. I' ItI;L)itll.l. DIA. AVt?. 1'111,.1, OUT 1t'UI/NIIS) rvl,l. OVER STRENGTH' HIOUNDi ULTIMATE' WASHER DIAMETER MATERIAL (GA) Nnne 5 /A" 14Mrn 1 SMnt. �w.er m,,.e -ear s rfors ra RE(:(MM1:NLF I) »II IVING TO 1900•23Q0 RPM Screwdilvet um I$O ImpacIing Iytre dtivets RECOMMENDED MAXIMUM 17 . Approx. (Tnist IIikklle may %Nary 4cpendln,t; Upon lyp 4 N/A • 1344 w ' , 1390 1'l. OA, , 15(1A. � —� 1.lt A , I6 GA. .070 AI. (. 064) (.U62) KS1 ' • SQ KSI 5t) KSI (n:tccgltl rw•• . lmt rt�ns._... �.. ,rw- r- rr- ne- .r_t r,r«►i it) K �I 200) 1'1 .1,)I111.1,)Nt1 NOT itl;l)111I1[ill IIAS() YJ2 __I f• _._.. - - --- _).1 ,__, 11I6 --------- • -, —.�� � 111 20 GA • 22 GA. 24 GA. (.039)• ' (.034) (126 GALV; (,ALV, t,AI,V. • 1358• 1008 713 LS: . . e lulpped fill depth totalin note piece In ptevenl+ovetdtiving and slilpuul. (Du t . ILLIN TIl1CIWCSS :; • of sham nK o'Aa sIi1Qeluril 'Minding conilnciscd ilituialion Ihicknels.1111t kncil of osteilb)y btIn8 (Itlfed,) • STEEL S11r,I;TING 14113 1325 Min. Tensilc: Min. •I Mln. SIICet: 1193 1008 1010 r26 CA (.A1,V, 708 120 763 2tkx) rounds 971 ins.•Lbs. 7(N) I'uti n& WASI I l r YPJI ntrx 6116, VAti RUAU Ai SPRING, WYOMISSING. I'A. 11610 ns•)16•61s1 tAx : .lir,.n5S1 All/411A c111('Ar;O 1101)St(pu los AN(t S 'AI . M SOkttnS'T 111151 in C.ut „Lt• 'I'4')trtri i`iOT S .035 Meld senlIng we.het used I'm pull °vet testing, • DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 l'hunc Sc I'ax (253) 939 -1 373 DATE /D -) / -o? PAGE /" at Soa/ StstJO±' ,3 724 $o. 1547 Laoe Tukwila, WA 76181 Par /in S, r tug // 6e Gasecl on 4 563111 carport's a)/L17 9 /8 /sta // sires. Me desi w( // fie vel'id r -- �.-2. 0/- c/ rea y eti -sue // C a r,2o r f s D, t/i s.:4141 e. or /esse .stcl/ c1/0-ten siern s. Roof 6ea is and Q?lakvivis . w / /d /s b desiyi based o. pu.ell4 /dcd� 4 -- a/1 C6rports, des, y r1 w r l/ a /so be ; va /i d TOP' ot4er eon f tq;,cr•a trap s 3 stall .Exceptzovts : Carports tv(% He Jew(s aAd walk wails will rev ire .5p c,a/ Calcudattorrs for pure/,o. os 6e0n5. cyttc{ co /uys-ir, For' Carports with odd ytu.44.64rs of stags, wiz% - no OVerizoir) % c / the par /ohs crrr one rfko; sep,. `h purl/v) '.:8 /a //abo) &,s pro ' is /uc ed DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 PuPll.-?s for -Sty // earp eta // size L eh78-, Ana /y51z will 6e vabd forsjraller .sta!/ srze s zoo) W-= 2 7(/ 8 /2)�2 # #/ t -4 (184.1(' 2 M + o. 29-3 l8 a 3 _ q.g4 0 8 7' 4.37 k DATE iD- -16 -0' PAGE )7 1/27/8 eye cgt South Stati4. . .37245o. l54t/tLave ' WA 78181 9. ezi k' /se ci,o,)____<14t4.fr"6 3 1 <st . ,4llow.i6/e 'Mo eva./ - .1'/, /; 73 k' (5 p. 22) Reac R= 2/3(360/2) t/.3 7 k acv' /i v7 5 1` 3 - Sta /l Carports W 26.2(9)= 236 V/ DENNEY ENGINEERING, INC. 38809 191" Avc SL Auburn, WA 98092 1'hunc Si Fax (253) 939 -1373 1s' W=2360 4 /, R =4_7 = 236 (9) /2 = 9553 = 9. 561 k' 1iy Ihspecf « (2 70 x3 x 14 la.. I-, ,-.50 ks L yrt i n l�l ljp for 5 _51 /l c 'i— por(r., DATE /0-/b -08 PAGE .1111 fr ll�9 e,�' at 5Qa 5tofo ,3724 1547% Lake 7ukWLla, Gt/A 78181 M + -23603 4- 9) 9) = 5376 k' = 5.33 k' X118) f, - 236 08 -9 - 1593 459 2(I8) � = 236 084 7) = 4779 =4:78 k 2(1s) DENNEY ENGINEERING, INC. 38809 191'' Ave SE Auburn, WA 98092 Mom & Fax (253) 939 -1373 /'wi //v,s co r to -Sis// Carparzs Co 2'7 (9 ) = 2 e./3 */ 1V M 2.44k U)::: 243 #/ IS' 3.83 DATE /D -)I -oS' PAGE 1/27/619es dt South St atLoil ,3 7260. /54/4 Lave Tukwila, LOA 76[ 88' /V( _ 2.61 k M av to' �c.t��yt ,,e < a / In ih tleirior .1Daos Use J = q1' (cantilever ) C./.5c. C 1 o x _3 x 419.. Fly ,o k s� yu/ ;ti. Alfourah/e mornen6 = k (See . 22) 1 M 2y30_21- JOINT NUMBER 2 3 JOINT 2 3 MEMBER NUMBER 2 --- COORDINATES - -- X(feet) Y(feet) 0 18 36 Full 11. Partial "+non UNIFORM LOADS (k /ft) 0 0 0 X RESTRAINT Rigidly restr'd Unrestrained Unrestrained 'LEFT' END Jnt. F/P 1 F 2 F 2 F 3 1 1 . v v v v SIX -STALL CARPORT PURLIN D +L JOINT INFORMATION 'RIGHT' END Jnt. F/P OINT MOMENT(k -ft) X Y- IORCE(kipa) - 9.04 0 9.04 SUPPORT INFORMATION Y- RESTRAINT MEMBER PROPERTIES AREA (in2) 0 0 0 Rigidly restr'd Rigidly restr'd Rigidly rentr'd 1.67 24 1.67 24 MEMBER LOADING INFORMATION < - c - > :<----d----> 0 0 0 MEMBER UNIFORM PARTIAL SPAN a b TRIANGULAR c NUMUtiR LOAD(k /ft) UNIFORM LOAD (ft) (ft) LOAD(k /ft) (ft;) 1 .243 .243 1 q ROTATIONAL RESTRAINT Unrestrained Unrestrained Unrostrilined MOMENT of MODULUS of INERTIA (in4) FILAST (kui) $ • V v v 29500 29500 TRIANGULAR LOAD (k/ft) 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 - 9.538743E -07 0 3.0275 3 0 0 2.46025 MEMBER END ACTIONS MEMBER JOINT BENDING MOMENT AXIAL LOAD k -ft (+ clkwse) kips (+ rght) END SHEAR kips (+ up) 1 (L) -9.04 0 2.46025 2 (R) 4.9215 0 1.91375 2 2 (L) - 4.921501 0 1.91375 3 (R) 9.04 0 2.46025 a 0 .46 -9.84 1.91 2.61 2.81 SHEAR (kips) -1.91 MOMENT (k-ft) -4.92 SHEAR (kips) -2.46 -4.92 -9.04 MOMENT (k-ft) SIX-STALL CARPORT PURLIN Member Number 1 'left End'. = Joint 1 - 'right End' = Joint 2 AXIAL LOAD = 0 kips SIX-STALL CARPORT PURLIN D+L Member Number 2 'Loft End' = Joint 2 'Rght End' = Joint 3 AXIAL LOAD = 0 kips )1 S 4 DENNEY ENGINEERING, INC. DATE Ji0—/L-OR PAGE 22 38809 191 Ave SE 4//e z 50U 7 St a tiO Auburn, WA 98092 ,3 724 /547/ Layle I hunc Sc Fax (253) 939-1373 'TU kw ! lc..9 LOA 78181 ,cur /;n low26le /1/Jo,evit C10x3x /4 4= /./94 -" 2- Ry= 1.025 J= 0,002023" ¢ R = 4.402 G = l/, 300 Asc. G /n6r &cecl /en9t1) ' = 9.o' Cr ey -'NZ� _ 9. F1(29,500) u /iy) (I.0x ?x /2 /1.02g (T = 1 1 /. "rV(4.142) (4.142P =27.21 ksL C 24.3O(' E = 2%500 /<s (5e pp.23.24 uriend ca preventfn f (d BtItr1 for lateral torfiorid . —26.38 ksi C J ^r ,C C2 - (Ki 11,300(0,002023) f 7. d 7(29,500)(241.3 06 0 . 6 0 x 9 . ) 4 / 2 ) 0 M = A Po C 0-'t = /./111(4.102)7J26,35(27.2/) - 140. " i //.73 k MO X. �� >l ire) ertt = 9. ail h' 1/.73 /cl > 9.64 k' 01< / /se C10 x 3 x Ca, purhos (�/4- (lakI9e (v(, ✓fm 0k t` io) STRUCTURAL PROPERTIES Suction Type Oooldnetor Flange Width floe structural proportlos Included In this brochure have been computed based on the American Iron end Sloe! Institute 'Specification for the Design of Cold•Fomted Structural 1,tembers', 1906 oddion, Including the 1909 amendments. Thickness - Stool Compononts Gauge Doslgn Thickness (In) 25 .0100 22 .0203 . 20 .0346 10 .0451 1G .0566 14 .0713 12 .1017 Uncoated : Thickness. Thickness Is for carbon shoot steel. Minimum tlddknoss represents 95% of the design thickness and Is the minimum. aCCepteble thickness dolNerod In the lob site basod on Section A3.4 of the 1106 AISI (odo. notlnftion of Slructura$ Prodolty Symbols Gross Prone s Minimum Thlcknoss (In) .0179 .0269 .0329 .0420 • .0530 .0071 .0966 Moment of Semite of the gross section about the X•X axle (sUonp aacb). Iladlus of gyration of the gross section about rho X•X axle. l.lomont of Inertia of the gross section about t,io Y•Y axis (weak axis). I t adius of gyration or the grass section about tho Y•Y :axis. -5- Effective Properties Torsional Properties (f• 1 . (Xo/fto)' • 5..: Elioctivo soctlon modulus about the X•X nxls (strong rxts). I Moment of Inertia for deflection calculations based on 'Procoduro 1 for Collodion Determination' of the 1900 AISI Spookatton. M nxlmum distance from the outsldo of either flange to the cantor of grayly of the efrocslve section. M.: Allowable Oonding Moment • Based on the ellodlvo section modulus and the allowable stress Including the strength Increase Item cold•wotk of forming (AISI A5.2.2) whore applicable. J: SI. Vonant Torsion Constant G,: Torsional warping constant the section X,: Distance from the shonr contor to the cenlrold along the princ,al X•axis. Polar rru lus of gyration of Iho soctlon about Iho controldel principal axkt. •TRUCTURAL PROPERTIES ace Nolo 1. Below For Yield Siren IN) I. (Iteclive properties based on I' •50411 Inr 17, 14 and 16 rTnu9r. secl'roni. r for 18 lenge Sections. 14 end 16 gouge sections may he produced with r - 33ksi, Per 33ksi 14 and 16 gouge sections, multiply allnwoble moment by 0.66. (CanIact monulnclurer for ovoiloblkly) 2. Effective properties and allowable Moment incarpornle the strength increase from cold -wart of Inrminq .here opplieoble. (MM AS.2.2), 3. for deflection cnlcldnlions. use the effective moment nl inerlla, 4. . Web height In UJthness * steeds 200, Web sllllener ',qulred of support paints.. (AISI 01.7) 5. lnhulnitd areas ore hosed on the lull un- reduced cross section of the Iniel member. 6. rot wen$i - nsis orientations, Iechnicel assistance Is req'rl. Cnnlacl the manufacturer for Ibis nssislonce, Stiffener I - 0.673 minimum 16r 17, 14 bnd 16 gouge 0.50' minimum lot 18 gouge I 2,5' , ll Still Op MJ 85CT14N -15- r■• -1J WJ SECTIONS - I I - i Still Lip 1 2" 3' CJ SECTION t' _I I .625' loin. WJ SECTION to (i• l) 0.612 0.766 1,861 CROSS weight qhl Ih /fl) PROPERTIES I., R. (in 4 ) (in) trrtclM: PROPERTIES _.-_. -.- --_ Io0SIONAI PROPERTIES S(f.1N7N I (In r) R In S.. (In)) 0.644 0.1148 1.203 1.. (in r) 1,607 2.087 I.573 >! / a (In) 2.745 2.199 1.107 SII -III 1 (10-J& 1608 7117 3200 J 0.654 1.790 3.650 X 0 `In) R o (in) I> 40077.116 4 00WJ14 4f4WJ12 7.08 2.61 3,61 1.779 7.146 7.907 1.661 1.674 1.654 0.758 4.037 1.I43 1,115 1.100 1.062 7.773 3.395 4.524 -2.634 -7.618 -2.616 3.317 3.799 3.278 0.369 0.370 0.303 own 6 600'NJ14 6nOV/J17 0.725 0.909 1.265 7.47 .1.09 4.30 4.311 5.360 7.323 7.436 2.431 7.407 0.073 1.070 1.437 1.097 1.090 1.066 1.105 1.447 7.177 4,1105 5.160 7.137 3.312 3.756 .1.140 17511 3610 54.1.1 0.774 1.540 4.360 6.302 1.645 10.535 -7.332 - 7.317 ••7.307 3.548 3331 ,1,500 0.566 0,569 0.566 1100WJ16 IflflWJ14 000WJ17 0.838 1.051 1,460 7.85 5.511 5.00 0.344 10.4011 14.277 3,155 3.147 3.119 0.957 1.163 1.576 1.11611 1.061 1.037 1,531 7.146 3113' 7.543 9.165 14.094 4,495 4.706 4.164 31134 5354 11016 4752 •6974 10944 0.095 1.781 5.061 r • 7,►7; ,,, 11:992 14.174 19.076 r 4.06 • -2.101 - 7.000 -2.072 -1,916 -1.902 - 1,065 3.936 3,977 • 3.065 A 4,40 0.715 0.717 0,716 0.017 0.813 0.613 1r,i1OWJ16 1000WJ14 I000WJ11 119&1- 1,19 11 124 4.06 5.69 14,055 17.540 24.164 3.643 3.634 3.802 1.021 1.283 1.604 ' 1.071 . 1 1.905 2.795 4.386 13.409 17.029 23.849 5.810 5.440 5.1111 1700WJI6' 1700WJ14 1 ?0019,117 1.065 1,336 1,1175 3.62 4.55 6.36 71.660 77,070 37.394 4.511 4.501 4.466 1.077 1.325 1.767 1.603 03196 0.971 2.275 3.309 5.698 20.797 26.5116 30.909 7.11111 6.111 6.195 5077 11256 14716 1.137 2.765 6.46.1 79.802 36.790 49.995 -1.764 -1.750 - 1.737 4,946 4.931 4.1160 0.873 0.874' 0.074 •TRUCTURAL PROPERTIES ace Nolo 1. Below For Yield Siren IN) I. (Iteclive properties based on I' •50411 Inr 17, 14 and 16 rTnu9r. secl'roni. r for 18 lenge Sections. 14 end 16 gouge sections may he produced with r - 33ksi, Per 33ksi 14 and 16 gouge sections, multiply allnwoble moment by 0.66. (CanIact monulnclurer for ovoiloblkly) 2. Effective properties and allowable Moment incarpornle the strength increase from cold -wart of Inrminq .here opplieoble. (MM AS.2.2), 3. for deflection cnlcldnlions. use the effective moment nl inerlla, 4. . Web height In UJthness * steeds 200, Web sllllener ',qulred of support paints.. (AISI 01.7) 5. lnhulnitd areas ore hosed on the lull un- reduced cross section of the Iniel member. 6. rot wen$i - nsis orientations, Iechnicel assistance Is req'rl. Cnnlacl the manufacturer for Ibis nssislonce, Stiffener I - 0.673 minimum 16r 17, 14 bnd 16 gouge 0.50' minimum lot 18 gouge I 2,5' , ll Still Op MJ 85CT14N -15- r■• -1J WJ SECTIONS - I I - i Still Lip 1 2" 3' CJ SECTION t' _I I .625' loin. WJ SECTION Roo C /3e a p,.i s , ..37k 5 • DENNEY ENGINEERING, INC. 38809 191'' Ave SE Auburn, WA 98092 I'honc & Fax (253) 939 -1373 @ E FraMes 4 37 k 5' M = 3 7 ( 5 ' ) - 2 / . 3 5 /< /"rI W8 `'/F4 - 0.t( (50) - 33 ksc � re.3'c/ 77- V. 850z) _ ,3 33 �1s WB x 10 Fy =SO ksi = 7.6 'l S_'7.15 DATE /D -16 -O' PAGE (/7/6 eS at 5ou/h Stai» ,3 724 So. 154f Lave 7ukuv j /a, 14/A e3I 88' Load P .A 37 A' (5e,k7/7) vers ere s s = /, e % Say 01<_. eau. ,, -tns /1i1 c L o so/ = g. 37(2) = 3.74 k T r ( ) /4' x 3 / A = ,Z 6 ' /r Cc r DENNEY ENGINEERING, INC. 38809 191" Ave S1 Auburn, WA 98092 l'honc S. Fax (25 939 -1373 P, = 4-fn k s t 5.81' 2.10 �x r2)/2.2 � = 7 9.. 0 0.7/ C a = o. 3 9 l 0 = 0.3 pe. (40 = 18. 2, ksi -� 8.74 r 2,48 ksi < <: / 8.27- / <;i ak .3.5 - z / :)11 .1 (• 7.c (/ /o) (/. 33) _ - ,, 8`1 ksi �b - 72 u ) / 5 5 , . J , 4 ra /limns f 1 itted c DATE iD -16 -O ? PAGE V///9e South St8 tiovL ,372-4,5o. /54tI Lake Tukwila, /WA 78/88' /11.6 C /dcJ< t3endi:ni dad to L.athera/ FerCCS Veys'd 10/.4 - 4 O 41 / C/' cobtrn.1 406 / 200 �r M Z O O ) , =.74166 .* 0 . (0 . 6 (`x' 6 )(/ ?33) =X.3 lSst - F /) x / ` /gArt'Z ), �=1 2: s t <� ¢'D. , /�s i ok 5.8l k i� /rif f e c tioyi Long I era/ Sth rni c / _ .2 (a'/- - /32 /e fi er Co/urn”. M = /32(7)- 9244' 2.38 As t. '7K DENNEY ENGINEERING, INC. 38809 191" Ave SI', Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE V PAGE 2 -7 l/7/6 e �f South St tini1 3 72. So. l547ilr L.avie 7ukW /fc9, 14/A 76181 Foatro?s Max. Load P= 4.37(2)=8.74k /he Category 4 Soy'/ g oer Table /804.2 TL�e�, 4SS = 2060 ps f D or dot/ 9s /2 Wide 4i l2 "alee p L 720 % /ricrease for eedi acd,,i a -,•,a/ foot of wreffei. ptel Fry Ft;?. 24" ci x 3' -4" c%e_o. Theki A 56 P = Zo44 -I- 0.20[0 - /) f (3.5 -- 0 = 3400 psi P2 area =3.14- sf S8 P= 5740 = 2783psic < 3 psf old 3.14 eed 2' c/ia. x 3- " deep kg. for ltp// ft (See p. 29) 6 /5e 2L x 3' -6" deep ftq, o w DENNEY ENGINEERING, INC. DATE /D--lb -off,' PAGE 2_6 38809 191" Ave SE lcQ e e s a ou / Ste t' r _ Auburn, WA 98092 3 72. So. 1547* Lam e Phunc &. Fax (253) 939 -1373 7'Cl.kGU 1. la JA 78! S $' F006 DepiA re'c/ for Lateral a ear/ n cf Ose forrnula per 18C 2596 Sect. 1805.7.2,2, E. 18 -2 .fie p tki 4 2 = 1 2 5 Ph sib p-_-_- 404/2 = 200 (Wi n d force) 2 c6l4crnns h -7' 186q 3.1 5 150 + (3.5 -1)050)(1.33) 1. 6150 psf '-DLF � = 4 2 5 (200) (7) _ 2./4' C 3.50' O k 650(2) .wee re3uire 4e,)46 far uplift next page A . ro0"1 - erz . .y .* p „p,. - 14.9 pa,' (5d d p. 1 o) Load RP . T 2 (2/3 1. 33 psf . /U6 e c..) l r'f4 3 = !/: 5 7.r s f L/ /i /I P f7ed- column 11..700-11-.374-1* x.374.1 /Js e .� o,'1 C d T Go v9 = 3 r ° d,i cl f 9.` • .. I; . DENNEY ENGINEERING, INC. 38809 191” Ave SE Auburn, WA 98092 I'hunc & Fax (253) 939 -1373 DATE i0 -1i -oR PAGE 9-9 ViMq9e.5 at South St 8 .3724 So. 1547* Lavie 7u.kcujla, PM 7818' 177-y dr.: 2 0" r,..d /- =/.00 a. = /i / ° -• (3.50)(O. � a . _ 1.00 142. 1.0 z. 3 . / O /4z = ALP" 3/ (3. /0) /0. = 5.1 I 1/o% Or' (:. reed. 'A iro 11.006P l/o t hi! r? _ r'2(A, fi 1/0/. oce006r. . + 3 ✓ ..... +../ (✓ . /0)'(5: / 7/ - 1 / .44) 0. ( /) j — / /. oO , 314 / . L i cF W&. orcmiu.► rl 1,77(9)z1,08 • o ;' rok L/g 5.3)(6.6-0)(2..6).-. g o Ot 1-510 580 reie- / -=:(11,04)050) -1 (f l4 23)c120) -1-58 = /031.) /03 64. > 3 7 4.9 I* O/ (63.6 l,70 OR ( 3 - 7145) 4lse •IC ?. 2/4 d/2 ?. x3r61r Complete g, Comments: ACTIVITY NUMBER: D09 - 139 DATE: 07 -22 -09 PROJECT NAME: VILLAGES AT SOUTH STATION - CARPORT 2 SITE ADDRESS: 3824 S 154 LN X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: L A i( 1 Building Division N/4- - 1 u is Wore; Documents/routing slip.doc 2 -28 -02 kb PERMIT COORD COPY. PLAN REVIEW /ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: AAA u/4 71?-3 0 i Fire Prevention Planning Division Incomplete ❑ n Permit Coordinator DUE DATE: 07 -23-09 TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: Approved n Approved with Conditions K . Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 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 BK005357625001 /19/200701/19/2008 $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 ft 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 L8I 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