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HomeMy WebLinkAboutPermit D09-144 - VILLAGES AT SOUTH STATION - 6-STALL CARPORT BVILLAGES @ SOUTH STATION - CARPORT B 15430 38 TERRACE S D09 -144 Parcel No.: 0043000365 Address: 15430 38 TR S TUKW Suite No: Tenant: Name: VILLAGES AT SOUTH STATION - CARPORT B Address: 15428 39 LN S , TUIKVVILA 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 Citylif 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 $473.28 Fees Collected: $103.50 International Building Code Edition: 2006 Occupancy per IBC: * * continued on next page ** • Permit Number: D09 -144 Issue Date: 08/03/2009 Permit Expires On: 01/30/2010 Expiration Date: 01/19/2010 D09 -144 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: Permit Center Authorized Signature: Signature: Print Name: doc: IBC -10/06 City dftukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.citukwila.wa.us N N Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: N I hereby certify that I have read and e - -d this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied hether specified herein or not. The granting of this permit does not pres e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th pg formance of work. I am authorized to sign and obtain this developme t aermit. r i 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. Start Time: Volumes: Cut 0 c.y. Permit Number: D09 -144 Issue Date: 08/03/2009 Permit Expires On: 01/30/2010 Number: 0 Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Date: l/ D 1 Date: D09 -144 Printed: 08 -03 -2009 Parcel No.: 0043000365 Address: Suite No: Tenant: doc: Cond -10/06 15430 38 TR S TUKW 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 - CARPORT B 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D09 -144 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All 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. 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 -144 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 D09 -144 Printed: 08 -03 -2009 Contact Person bb CITY OF TUKWILi Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hilp://www.cilukwila.iva.us • Building Permit No. 00 (— I Mecha Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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 Site Address: l5 LJ 39 e • S Tenant Name: New Tenant: ❑ Yes ❑ ..No Property Owners Name: SP TLL4Id c . L201 ! t� PC Mailing Address: 1 ' "u . I J (� 5400 Company Name: (_,.G�P��S o f O h j r 154n � n. Contact Person: t ..Q. CO e.' E -Mail Address :( & rPnrtof war h Contractor Registration Number: (. f Urgy See. E -Mail Address: Company Name: f neerl. Mailing Address3Ff'8T 6tal /v c SE E -Mail Address: Q:lApplicationsWotm cati s- Applions On t.inel3 -2006 - Permit ca t Apption.doc Revised: 9 -2006 King Co Assessor's Tax No.: 004300 03 des Floor: Suite Number: Ltia City State CONTACT PERSON - who do we contact when your permit is ready to be issued Name: r,# d Q Day Telephone:4 " 0 � " p � 5 .0 Mailing Address: . O • .a'N � 3 Q - l ( `LO WA. 3D- 1 City C / c..re Zip E -Mail Address: 11 QC-Ad- pc:W*4)4414S 1-,,n je,. �� O Fax Numb( o� 53" tL 2 - 7 5 70 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address D . a aq, P? t9 Day Telephon 2 :5 " $?Z2 —1 n City State Zia Fax Number: o? 5 J' E/0 - � S Expiration Date: 1 - ! 1 ARCM '1'ECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: Fax Number: City State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record State Zip Day Telephon 3 t- l - Fax Number: Mme, Page 1 of 6 } BUILDING PERMIT INFORICON - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ 5 0�0 � 0- Existing Building Valuation: $ C.4 Scope of Work (please provide detailed information): ( ) - (o " - 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 N 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 ata 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: Applicmions\Forms- 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 l si Floor 2" Floor 3r Floor Floors thru Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport O MO Covered Deck Uncovered Deck } BUILDING PERMIT INFORICON - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ 5 0�0 � 0- Existing Building Valuation: $ C.4 Scope of Work (please provide detailed information): ( ) - (o " - 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 N 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 ata 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: Applicmions\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9-2006 bh Page 2 of 6 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. Signature: 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 OWN UTHORIZED AGENT: 0 .... Print Name: (-tt /'JC N Mailing Address: PO ..319_ Date Application Accepted: Date Application Expires: Staff Initials: Q:\Applications \Forms - Applications On LineO -2006- Permit Applicetion.doc Revised: 9 -2006 bh • Date: ! -�� Day Telephone: �`J g(0� t� =l L A J 1 8 3�-) City State Zip Page 6 of 6 Ci, 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: //vww. ci. tukwila. wa. us 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 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 000/345.830 TOTAL: 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 234.00 234.00 PAYMENT RECEIVED RECEIPT NO: R09 -01208 Payee: CARPORTS WASHINGTON INC 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 SET TRANSACTIONS: Set Member D09 -139 D09 -140 D09 -141 D09 -142 D09 -143 D09 -144 TOTAL: Amount 64.50 64.50 64.50 64.50 64.50 64.50 64.50 TRANSACTION LIST: Type Method Description Amount Payment Credit C VISA - - - 387.00 TOTAL: 387.00 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 640.237.114 TOTAL: 360.00 27.00 387.00 PAYMENT RECEIVED Project: j - ,- 4 //hsa,97 Type of Inspection: • r4v,9 Address: �y3o g e, 7ie S Date Called: Special Instructions: 3 Date Wanted: M;' g. -65 Q3.111. Requester: Phone No: o25 -7 iyy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 `® Approved per applicable codes. Corrections required prior to approval. COMMENTS: - 1 ) / 9 7/Pi t 'T ( ,4,141_, /de:7/F; 4 / Dat /-# / IL .,., .00 REINSPECTION F REQUI1)6. Prior to inspection, fee must be id at 6300 Southcenter B d., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: . , /,5t9s Sd�/ - 14 ,n, Type of Inspection: 7. o f,; i G Address: /5 V3 ..? 72 s Date Called: Special Instructions: Date Wanted: 5 / 7 - Q 9 6.5") p.m. Requester: Phone No: .2 362 7.S INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION ��,,.. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06)431 -3670 - 10.Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspec r: 60.00 REINSPECTIOI4 FEE RE9XJIRED. Prior to inspection, fee must be paid at 6300 Southcent r Blvd.,, Suite 100. Call to schedule reinspection. Receipt No.: 'Date: SEPARATE PE :7.1T REQUIRED L. Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION PURLIN C1Ox3x14 OA 29 OA METAL DECK 3 STALL -ROOF FRAMING PLAN Villages at South Station 3784 So. 164th Lane Tukwila, WA 98188 J —O M V O" DEEP 3 STALL - FOUNDATION PLAN ROOF LINE ABOVS z SINGLE POST CARPORT ROOF FRAMING k FOUNDATION PLAN PLANNING APPROVED No changes 'can be made to these plans wiltwut approval fin the Planning Division of DCD Approved By 1' ' v ► If Date: ROOF FRAMING PLAN NOTES 1. PRIOR TO FABRICATION ft CONSTRUCTION VERIFY ALL DIMENSIONS 2. STRUCTURAL NOTES ARE LOCATED ON SHEET 5 FILE COPY Permit No.. 1701 - 1H9 Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy = is acknowledged: BY Date: aty Of 1Ukwila BUILDING DIVISION FOUNDATION PLAN NOTES I. PRIOR TO FABRICATION r CONSTRUCTION VERIU ALL DIMENSIONS 2, STRUCTURAL NOTES ARE LOCATE', ON SHEET CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & fax (380) 829 -2838 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 1 2009 City o BUILDING DIVISION DENNEY ENGINEERING, INC. 38809 1910 Ave. SE Auburn, Washington 98092 Phone & Fox (253) 939 -1373 RECEIVE JUL 22 2009 PERMIT CENTEF -,Iii M CS G Ro Ma O' 9' —O" 18' —O" f 1 a' — O" S —O" O PURLIN CIOx3x140A 6 STALL -ROOF FRAMING PLAN Villages at South Station 3724 So. 164th Lane Tukwila, WA 98188 54' -O" 29 OA METAL OCCK 6 STALL - FOUNDATION PLAN VIII 11111 ROOF LINE ABOVE SINGLE PORT CARPORT ROOF FRAMING it FOUNDATION PUN ROOF FRAMING PLAN NOTES I. PRIOR TO FABRICATION Is CONSTRUCTION VERIFY ALL DIMENSIONS 2. STRUCTURAL NOTES ARE LOCATED ON SHEET 5 FOUNDATION PLAN NOTES a. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 1 2009 City of Tukwila BUILDING DIIllelnk, CARPORTS OF WASHINGTON, INC P.O. BOX 2319 Buckley, WA 91321 Phone t Sax (310) 129 -2131 OMB ?- /3 -01 RECEIVEr 714 ZA Ziae ° itt.Stfuour °e aIr Y ALL "`" 22 2009 DENNEY ENGINEERING, INC. 38809 1910 A. St Auburn, Washington 91092 Phone t rat (253) 939 -1373 PERMIT GENTS Mr y MI IS 2• PURUN -\ C10x33414 OA TYP ENO ILLANN(Nsi<VWX4NX4 4 t4V , C4 Villages of South Station 3724 80. 164th Lane Tukwila, WA 98188 i r 8' -0" 18' 10'r 0" 1A PO -0 " mvior-vvl. N ,,, uw 8' -O" wax10 N___ moo t* ASPHALT Z NATIVIC n son. N0 T yP9l CROSS SECTION 4' -0" ''t■CY Vi•lVirM,(VVVIAVC 4V“\X4) SINOLE POST CARPORT TYPICAL CROSS SECTION 29 OA METAL OLCK CARPORTS OF WASHINGTON, INC P.O. 80X 2388 Buckley, WA 98321 Phone I Ns (380) 829 -2838 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 1 2009 City of Tukwila BUILDING DIVISInn1 RECEIVFr JUL 22 2009 PERMIT CEN i DENNEY ENGINEERING, INC. 38808 191st Ave. St Auburn, Washington 98092 Phone I Pas (253) 939 -1373 I 4 7 D1 IA ea RI ROOF DECK OVERHANG PER PLAN Fe Y4 "x5x9" \ sis PURLIN C10x3x14 OA 07,gICAL CQUIPAN_ EWING ROOF DECK 1) x29 CA (VIC WEST) OR EQUIVALENT TEK #12-14 CENTERED ON C1O MSS ex4 COL PER PLAN TYP o FB/W8 Villages at South Station 3724 80. 164th Lane Tukwila, WA 98188 1 1/4" 5" 2 1/2" TYP PURIN 0 BEAM. END DTI, Of 1 1 1 /4" ROOF DECK I X. "x29 OA (VIC WEST) OR EQUI W8x1 0 SNOUT POST CARPORT METALS STS Ms V WSx10 TOP PL Y4 "14"x2 4—\ " 1 1/2" TOP PL Y4"x4'x24" W/4 - as WASHER/ NUT • W8x 10 RAFTER LAYOUT CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone it fax (380) 829 -2838 fr t JI 2A -2A PLAN MSS Sx4 COL PER PLAN < COPE COL FOR WELD TYIN Q • 1 -0 B��M W8 OVER TS COL DTI. RECEIVE . JUL 22 2009 PERMIT CENTEfr Fe Y4 "xd "x9" BELOW 1 1/2" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 1 2009 City of Tukwila ILDING DIVtc�nnl i • E do of HIS dx4 FS 441" x 412 DENNEY ENGINEERING, INC. 38801 191 et Ave. SE Auburn, Washington 98092 Phone it fox (213) 939 -1373 va ee IS CIS t .f i..na�tuu..Kl�_�._. rusuful L__4"_a STRUCTURAL NOTES 1. BUILDING CODES lBC -i 0010 Washington State Budding Code (Washington. Administrative Code (WAC) Chapter 51 -30) 2. DESIGN DATA 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): Velocity Pressure, q • 0.00256 Kt Kzt Kd Iw V' SEISMIC: Seismic Design Category a 25.0 PSF 85 mph 8 1.0 D Actual . Villages at South Station 3724 80. 164th Lane Tukwila, WA MSS FOUNDATION: Original ground or 95% compacted structural fill Allowable Soil: Bearing Capacity (DL +LL): (Assumed soil type GP —GPGM for all carport areas) GP • Poorly gravels, graded —sand mixture GM = Silty gravel, grovel —sand— silt— mixture perm octor snail verity $05 condition prior tv proc ins with Eartstructlort. 3. STRUCTURAL STEEL Structural steel materials, fabrication and erection shall 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. Material specifications, unless Structural shapes: Bars and plotes: Structural tubing,MSS: Bolts: Nuts: Flat /beveled washers: Direct — tension washers: Filler metal: Cold Formed Shapes: Roof Metal Deck: 4. CONCRETE Cost -in —place normal- weight concrete materials, milting, placing, and testing shall conform to IBC Chapter 19. Material specifications, unless noted otherwise: Minimum 28 day compressive strength: NI Concrete 2500 PS Moximum water— cement ratio, by weight: Specified strength Non -alr- entrained Air — entrained 2500 PSI 0.58 0.46 5. SCREW FASTENERS Sall- Drilling and Self — Topping Screws shall conform to ASTM A 545. 6. ROOFING 1 1/4' X 29 GA roof deck (AEP SPAN) or equivalent with 12 -14 talc screws as noted on drawing or (4) screws per 36' wide panel 0 each support. 7. PURUNS Al purling ore AST A 448 unless noted othe visa NOTE! ■1•631 2000 PSF noted otherwise: ASTM A 50 ASTM A 36 ASTU A 500, Grade B ASTM A 307, Grade A, unless noted otherwise ASTM A 563 ASTM F 436 ASTU F 959 E70XX Electrodes, oil welds shall be single pose 3/16' unless noted otherwise ASTM A446, F • 55 ksi ASTM A446, try • 60 ksi CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Sudo*, WA 98321 Phone & Fa (360) 829 -2838 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 31 2009 City of Tukwila BUILDING DIVISION RECElVq JUL 22 2009 PERMIT CENTEr DENNEY ENGINEERING, INC. 38809 191st Ave. SE AuOuny Washington 98092 Phone 0 fax (283) 939 -1373 a - y YEY o; me ),f(F ee.0a Mari II • r sEarn "10 • • SITTS & HILL ENGINEERS, INC. I I.: it r , I t "'" : "4 q - (I ► 4 '1" . 411 `a}) (a STAII eg ( ) 3s'.il FILE COPY • • I SOUTH 154th STREET South Station - Carports Map bo J - k I \ 7 7 se: IEWE r FOR CODE COMPLIANCE' APPROVED JUL 3 1 2009 City of Tukwila July 2009 Proposal to add 31 mor-B�a GDIVi�inti RECEIVED JUL 22 2009 PERMIT GENTEF ER ELMEn.'` — ' DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 STRUCTURAL CALCULATIONS PROJECT f / /L L 4 6E5 @ 5b u rH ,57A77041 3724 So /S4 Laiie Ti / <w,/ WA 987S)8' RY E/ZD DATE /Oh WO? CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone k Fox (360) 829 -2838 7 13 -09 X09- iLl L REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 1 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL 22 2009 PERMIT CENTER DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 l'honc & Fax (253) 939 -1373 Roo( Loads Loads on Meta/ Roofing OL 0.75 f7s f Roo ;; y LL 25.00 psf (snow TL 25.7f LOeds 64 Pa.r li DL o.75 psf Roo fi■*/)9 0.25 psf Purli;,s /. 00 ps Vapor Barrier DL 2.0o ps P 25:00 1sf TL 27.00 psJ DATE JD -/L-OS' PAGE 1 1/27/cc ge at Soo 6 Sta f�o.KL ,3 724 So. /54 4' Lavie Tukwila, u/A 78181 DENNEY ENGINEERING, INC. 3809 191'' Ave SE Auburn, WA 98092 1'hunc & Fax (253) 939 -1373 DATE Jd-lh-oR J -lb-o PAGE 5ou7Lh Statioi .3724 so. 54/1i Lar1e rukw lc, 14/A 78180 AJ t e: f/b1 /n d and J i s »-1 i s Force arzd l y s e s will be 6 .Jsed o». ,5? av1dard ¢ - .Sta /l carports uOir% 9' re x l a ft .s to //s . Th analyses w/// be va / / d icor CelepOrtS o{' ot4er sew ll gccan�irles� e., .find D � ` t t t � r ' S f � 7 lesser ,sizes % e. ' ft x 16 re, 71-y'' Wind a- ca /ysis tat/ be haseI vh 5xposu - able/ will be va /rd for Exposure 5 .SttC,S • Arta /9S/5 Will be Eased on V7---90 n- r 3sec. 41.ist a etc/ w if/ be . v'/l'd i or V=85 » i too . TRANSVERSE W /A/b 3 DENNEY ENGINEERING, INC. 38809 191'`'Avc 5I; Auburn, WA 98092 l'honc &. Fax (253) 939 -1373 Mom Gt/i h n Force Resisa;) , yst ,wi - 7an5verse Wm' ei llert��� / projected areas (See flp. 3 ' 4-) /ds = ✓l r ps3o 1. 21 rile 1609.6.2./(4) (See p.&) r w Sul r 7 c e PS3 a pr (ps A /2,8 /5:5 a -6.7 1, 7 -- 8 / See p, 7 C 8'.5 10.3 ! � - 4: O - 4. •-/or,zinntat projected areas .5uri 2c.e psi, Li F - '8. - 10.7 H 6. ze IA/1;1d Aria /ys/s Ref.' IOC 20010 and 44.$CE 7 -05 dse the SI'-ip /T /iletliod per ASCS 7 -0,S SeC'rovi //o9.o.2 = 9 0 " 1 / 4 3 - 1, E x p . C Roof slope 4. 6= /. 2 ° DATE /D - 2 ? PAGE _5_ 1/27/6 at $oa/h Stator .3724 $o. /54t11 Lave 7 14/A 78188' p -/8.6 -/2.9 -.9. 2 See p. 7 Save helgh t =7' Least ui /d h9 dir» ehsior, .20_ 2 (0. Io)(18) =3.6 or - 2('0.4)0) =5.6 lase Adjustment Factor for Building Height and Exposure, )4, Wan root het t Ex ..• . . _... B C 13 r i 5 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 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Main Wind Force Resisting System — Method 1 Figure 6-2 (coned) Design Wind Pressures Enclosed Buildings h 5 60 R. Walls & Roofs ASCE 7-0.3 90 Main Wind Force Resisting System - Method 1 Figure 6 -2 (cnnl'd) l Design Wind Pressures Enclosed Buildings Simplified Design Wind Pressure, pa3o (psi) (Exposure Bat 3011.. K,, m 1.0, with / A 1.0) Zones Basic Wind gaol 1 Horizontal Pressures Vertical Pressures Overhangs Speed Angle xl (mph) (degrees) 3 A 8 C D E F G H FUI G01 010 5• I 11.5 -5.9 7.8 -3.5 •13.8 -7.8 -9.8 -6.1 .19.3 -15.1 10' 1 12.9 -5.4 8.6 -3.1 -13.8 -0.4 -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 70• 1 15.9 -4.2 10.6 •2.3 -13.8 -9.6 -9.6 •7.3 -19.3 .15.1 • 25• 1 14.4 2.3 10.4 2.4 •6.4 -8.7 -4.6 -7.0 •11.9 -10.1 2 _ ......... _. -2.4 -4.7 -0.7 -3.0 30 le•15 1 2 12.9 17.9 100 105 110 120 15• 70• 25• 3010 45 0 Is S• 10• 1S• 20' 25• 30 to 45 01e S• 10' Is• 70• 25• 3010 45 oInS• 10• 1S• 20• 7 S• 3010 4S 0 to S• 10 15 • 70• .10 In 45 1 1 1 2 1 2 1 2 1 2 1 1 1 1 7 1 2 1 1 1 7 1 1 1 2 2 12.e 16.1 17.8 16.1 14.4 14.4 15.9 17 19.9 22.0 . 19.9 17.8 17.8 17,S 19.7 21.9 243 21.9 19.8 19.8 19.2 21.6 74 1 711 6 24.1 21.8 21.6 77 0 258 78,7 31 6 7 5.1 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 12.2 12.2 -9.0 8.2 • 7.3 8.4 3.5 13.5 13.s -10.0 -90 80 10 3.9 14,8 14.8 •11 9 .10.7 9.5 4 3 4 6 17.6 17.8 10.2 10.2 8.5 10.7 11.9 11.7 11.5 11.5 103 11.9 13.3 14.8 14.4 14.2 14.2 11.6 13.1 14.7 16.1 15.9 15.7 Is•7 12.7 14 4 160 17.7 11.4 1/.2 17.2 15.1 Il l 19 1 21.1 70.4 70.4 7.0 7.0 -30 -7.6 2.1 7.9 7.9 -4.9 -4.3 •3.8 -3 2 3.3 9.8 9.8 •5,4 -4.1 4.2 -3.5 3.5 10.8 10.8 •S.9 -5 2 44 :1.9 40 11.8 1 1.8 •/0 a 2 3.4 46 4/ 140 14.0 1.0 5.0 .15.4 -15.4 -15.4 -1.2 •2.7 1.1 5.8 •19.1 •19.1 .19.1 -19.1 -8.8 -3.1 1.4 6.9 -21.1 -2I.1 -21.1 -21.1 -9.7 -3.7 I.s 7.8 •73.1 •73.1 .73.1 73.1 .10.1 4.1 1,7 93 • 77.4 -774 71.4 -714 11.1 4 8 7.0 9.9 -7.8 •.1.9 -8.8 -10.1 -10.7 -9.8 .5.3 -8.8 -43 -108 -II 6 -12.4 -13.3 - 12.0 8.8 • 10.8 -5.3 -11.9 -12.8 -13.7 •14.1 •13.2 .7.3 -11.9 -5.0 -13,1 • 11,1 -Is 1 •160 .14.6 -19 -13.1 6.s •158 •1a 8 I/9 • 191 113 04 -I56 0.3 CI -10.7 -10.7 -10.7 -5.2 -0.7 0.4 4.8 .13.3 -13.3 -13.3 -133 - 6.1 -0.9 0.5 5.9 • 14.7 -14.7 -14.7 • 14.7 •7.1 -1.0 0.8 6.5 -14.0 -18.0 -16.0 -16.0 • /., -1.1 0.8 1.2 •19.1 -19 1 -19.1 -19.1 9 2 1 3 Walls & Roofs 0./ 4 0 -6.7 -6.8 -7 7 -8.1 ./.8 -3.4 •7.5 -3.1 -8,I -8.9 •9.5 - 10.1 -9.7 4.2 -9.3 •.18 •9.3 •9.8 -10.5 -11.1 .10.7 -4.6 -10.3 -4.2 .10.1 .108 -11 .5 -17.7 -I1.1 5.I •11.3 -4.6 -17.1 179 • 1.3.7 -1 S 13 9 s-,0 -13.4 S.S hS60It. - 4.5 -21.6 -21.6 • 21.8 -21.6 -13.3 -5.1 -5.1 -76.7 -7.6.7 -26.7 -76.7 • 16.5 •6.3 41.3 -29.4 -29.4 -29.4 -29.4 -18.2 -6.9 6.9 -12.3 -37.3 -37 3 37.3 -19,9 •7.6 -7.8 -384 -.19.4 38,4 •.98,4 9.0 9.0 -5.2 -5.2 -16.9 -16.9 -16.9 -16.9 -11.4 •5.8 -5.8 -70.9 •70.9 70.9 -70 9 .14.0 -7.2 -7 2 -23.0 -23.0 -73.0 -23.0 -15.4 -7.9 -l9 -75,3 7S 3 .753 75.3 -I /.0 8.7 -8.7 30.1 -10 1 10.1 30 1 1.2 10.3 10.3 Unit Conversions-1.0 (t 0.3045 In; 1.0 psi 0.0479 kNhn I ASCE 7 -U8 DENNEY ENGINEERING, INC. 38809 191'' Ave SF Auburn, WA 98092 Phone Si Fax (253) 939 -1373 DATE 10-16 -08 PAGE 1/27/629e.) at Sou.M Stdfios'L ,3724 & /547'4 Lase 7'uk Wila 1 i4JA 78181 l't2 rd forces ah MUIFR5 rr' n s vee'sd Z/J «d r = /5, 5(5.6)(0.75)(2) 4-8. (.5.60)(0.375)(2) + / - 1 4 4t. S(2 4 )(o. 37 r) = 40O # a Lon 9/z LL 'ina/ /4 d lG = /5.5 (S. &X r(6.11)(0.75) _ /72° DENNEY ENGINEERING, INC. DATE /D -1b -oR PAGE Vi //cc 9e ,5 az 50t.d6 Statjo 3724 /547 Lavie Tukwila, u/M 76/81 38809 191" Ave S1; Auburn, WA 98092 Phone & Fax (253) 939 -1373 Seisrri,c Force - AM(ciwable ( 5'z�ress Des;9n Ref : IBC 2666 Sect. /loos", 3. / end 45c8 7 -o5 Sect. 2.4:f il4e2ppeol 5pec ,4cceler&,n 5 /. 2 5 F i. /443.5 (1) ZBC 2406, . =/ a. 5 51E? Class 02 F = 456 Table 16/5.1.2(1) Srn s = I. 560.25) =-1.95 E$, 1/. 4 -1 . = Sys - 3 x 1.9� _ /.30 E$. Seismic 0es!9 h category 0 (ASCE 7 -05 Table //.61 -1) ,Sei s rnf c .base Sh ea r ASC E 7-05 C i4/ E. /2. - C?s = .5bs 1= 1.00 l' = 2.5 E. /2. 2 I C ' s = /. 30 (y. 001 =0.52 .2.5 Loac/COm.b/natiorn (145E 7 -05 Sect. 2. 4°. /) 44 6 U -/- 0.7E ( � = C s l i t / - 0.7(0.52 ) (tit/) = 0. 3104- ti/ 5 / $ rr 1 c Force r NSS3x � �if Z 0. 3(4 - /718x3(0) + '89(4)(4) = 2604' tit Col's W �"an tr'o /.Sm!C C!6y71_�7',O/; /D I'1,Ituc /rtd Uplift oh M wv te Force Restsfo y (1viteF7s) Pride . = .Z. r11) f � 3o ✓k = 1.2 I 1, 40 Ps 30 .7 -- /0.7 ?sic leer 7" 6 /e /6o? 6.2. / (I) (ee p. 7) 7 Xerei enet = 440(/.21)6-/0.7)= —12.9 sF Uplt oh Compa-1cKl elwc'o3 Prl *.t- _. ?. rio phet ..Z.._ /.2/ I =1.00 Cl ,�e pncf 30 Tor Z o-ne . 3 Mile/6 oq. o. 2. 1(2) See ii) The.4.1 prc630 = /5.8 psf , phd p •= /. 60 (/. 21) (15. ) l 9. ( /osc DENNEY ENGINEERING, INC. 38809 191'` Ave SE Auburn, WA 98092 1'hunc & Fax (253) 939 -1373 DATE /D -16 -o' PAGE //k ?ees a L t Sou /6 Std tin 72 I54f*t Lave 72.tkcolla u/At 78/81 Figure 6 -3 (conl'd) Net Design Wind Pressures Enclosed Buildings h560 i1. Walls & Roofs Net Design Wind Pressure, p,,.,, (pst) (Exposure B at h .son. wlh t - 1.0 and KG . 1.0) %Intl t'nnversion• - 1.0 ft - 0. -3048 1n; 1.0 loaf - 0.0479 kN /m' 4! ASCII 7.434 l/ Zone d ar Basic Wind Speed V (mph) 1 05 - an 85 90 100 110 120 1 10 3.1 -130 5.9 -14.6 73 -III) A I -I9.R R9 -211 I113 -239 1 20 5.0 .12.7 56 -14.2 69 -17.3 76 -191 R -212 99 -231 1 50 4.3 - II2 3.1 -13.7 6.3 -16.9 6.9 -1R7 76 -20.3 90 -244 1 100 42 -119 47 -131 3.9 -16.3 64 -IR2 7.0 -199 R1 -217 2 10 3.3 -21 A 3.9 -24.4 7,3 -30.2 9 1 •33.3 9,9 -16 3 10.3 -41 3 2 20 30 - 19.5 3.6 -21.A 6.9 -27.0 76 -29.7 R.3 .126 9.9 -lR9 01 c 2 50 4.3 -16.4 5.1 -19.4 6 3 .22.7 6.9 -23.1 7.6 .27.5 9.0 -32.7 2 100 42 - 14I 47 - 15 9 39 •19.5 64 •21.5 70 •236 A3 -28 I 3 10 5 3 -32 1 3 9 .36 I 7 3 -45 4 A I -30.1 1.9 -350 10 3 -63 4 3 20 30 •272 36 •30.5 69 .376 76 -41.5 Al -45.3 99 .542 3 '.' 4 3 -19.7 5.1 6 3 -27.3 6 9 -.10 I 7.6 -1.1.1 9 1) -19 1 1 100 10 4 2 75 •141 -II 9 47 9.4 •15A -I)) 5R 10.4 -195 •16,3 64 II4 -213 •IA2 70 12.3 -216 -199 Al 149 -281 -2,17 saaJf 12 1 JOO 1 20 6 R - 116 7.7 -13.0 9 4 .16.0 10.4 -17.6 11.4 -194 1.1.6 -23 0 50 60 .11.1 67 •12.3 9.2 .15.4 91 •17,0 10,0 -1A6 11.9 -22.2 100 3 J -101 3.9 - 12.1 7 3 •14.9 AI -163 99 -IA 1 $0 S •213 2 10 73 - A4 -232 10.4 - 28.7 I I 4 •116 12.5 -.147 149 .41 3 2 20 68 .190 77 -I1 4 94 .26.4 10 -29.1 II 4 •319 136 •110 2 so 60 -169 6.7 •119 R2 -23.3 9I -237 100 -2132 II 9 -116 2 100 5..1 -11 2 3.9 -17 0 7 .1 -21.0 A I -23.2 1.9 •23 3 II) S -.10 1 3 10 73 -30 8.4 .34.3 10.4 -42.4 11.4 .46.7 12.5 •513 149 -610 3 20 • 6.A -28.6 7,7 .32.1 9.4 -39.6 104 .43.7 11.4 •479 13.6 •57.1 3 - 3 - 50 6.0 •26 0 6.7 -29.1 1 1 -36 0 9.1 -39.7 10.0 -4.13 11.9 -31 R 100 31 •240 59 .269 71 -112 I 1 - 166 99 402 103 -479 sa»for s► 01 LZ ' I^O 1 10 II 9 .130 13 146 165 •I10 112 .191 199 -218 237 .25.9 1 20 116 .121 110 -111 160 •17.1 176 •199 194 .707 2111 -246 1 50 II 1 .113 12.3 -129 15.4 - 139 170 •175 19.6 - 192 22.2 -22.1 1 100 10 •1011 12 1 •121 149 •149 16 -163 IA I -IRI 71 3 .71 3 NINININ� 10 11.9 •132 1.1.3 .170 163 •21.0 Ill .232 199 •255 217 .10 20 11.6 - 143 I30 .16.3 160 .20.1 17.6 •222 19.4 - 243 230 •291) -272 50 II 1 -137 12.3 •13.3 134 •11.9 170 •201 IA6 -229 22.2 100 10A -110 121 .146 149 •110 161 -191 IA 1 -211 21 • -739 I 3 10 11 9 - 132 11.3 -170 16.5 .21.0 I12 •232 199 -25.3 2.17 •103 70 II 6 •143 13.0 -163 160 •201 176 -722 194 .241 23.0 -290 _50_ 100 II 1 10 -117 12.3 -133 13.4 •II 9 -IA0 170 16.S -201 IA 6 III _ -_229 71 A 22 2 21 3 -27 2 -110 12 I •146 14 9 •191 -739 ITVM 4 10 110 -141 14.6 •1311 IR0 -193 19A -213 11.9 •216 23 9 29 I 4 70 124 -113 139 -151 172 •IA7 IR9 -2116 209 226 247 269 4 50 II A -127 110 14.1 16 I -176 171 -194 191 -211 21 2 •23 4 100 II I -122 12 4 -116 13..1 -161 169 •I113 IRS -2114 2211 24 2 IEl -'470 97 - 101 1119 .121 114 149 1413 •163 IA 2 I11 191 211 f 5 10 11 11 .174 146 -193 190 -741 191 -766 21 A 291 739 14 70 12 4 -162 11 9 -112 17 2 22 3 I19 -241 70X -272 74 7 12 4 116 -147 - 113 110 11 .163 161 -2(11 17t -224 195 -7413 212 291 269 21 3 II 1 -151 IS 1 117 169 206 III IN 2 276 III 22 0 9 7 11) 9 111 9 17 1 11 4 14 9 14 1 IA 3 19 1 Figure 6 -3 (conl'd) Net Design Wind Pressures Enclosed Buildings h560 i1. Walls & Roofs Net Design Wind Pressure, p,,.,, (pst) (Exposure B at h .son. wlh t - 1.0 and KG . 1.0) %Intl t'nnversion• - 1.0 ft - 0. -3048 1n; 1.0 loaf - 0.0479 kN /m' 4! ASCII 7.434 l/ Roof' G r.7 v; f y c7.-td Lt/ n cal is kR 36 29 a . . r• l/ic West 1/ -R /8 3T W=26:74 DENNEY ENGINEERING, INC. 38809 191'' Avc S[ Auburn, WA 98092 1'hunc & Fax (253) 939 -1373 I ,lit= 15:7ru /.� S�= 0.0623" M M. 26.75(4.0 ).2 206 2. l / c / L Ak6. p os;61;6 M � / :�22 -266 Fy Asc. / : o. 6o(Yo) = 1-8 ksc 7 / (.zi = 2'2,343 psc' td , K OO psi O 0.0/023 .� 4 Use fOr Syt .ex'rl um :S.lYess 0.054.2 /-v y, /, 4411 /l4 19: 2 Pb - /5302.) piL <. 63,980 psc 0.0'r'42 DATE /D - lb PAGE A VillccqeS at 5OU7`h 5j ✓_ ,37241/45o. f54# Lave 7ukwilc9, u/A 78i88' DK * C h'fa er^ f an �,i ✓t c1' . l,L �i�ft,' 14or 'GUir}cl✓ F6:=-. 440.333) HR-36 26 & 29 C;auge Cladding P6ncls Naluring ZincakiI 1e For rwiee file life! i guahlme combines the strength of steal with the corroslnn resistance or alu:ninl.rnl for twice the life of zinc tnalinKS. El R.36 is a (I1rotlClt4slellell1?1e111 Bull 36' cnvt rage. 1'111.16 is predominantly, used iM llrtlllli111s11 reef and wall appikalionS. • u Wider 1'overair means few& IranelS to handle miff infix((, saving lime Alxl nighty. y. I J long spannIn)t t:dpability; design provides Superior lout And :pan capacities, saving money in structural support. . C] Quick. economical Irirn packages Available as standard lrlm 1)it`cr..s that tali be ordered by number. U Gimp Curving available for a unique appearance. U I p tensile steel panels hi 21 and 26 gauge panels avalla!:,le with the (iui.i ttth system at Zinealunie Plus. !] rit>crttliss skylirlit panels are avallabla to match the pro- file hf the nM1al I -i12•1G (typical Roof Applicalinrl) I u . • .lf" NM ('•vrrnnr• T I Itevi•sril 1111.6 (1'yp11:01 W,1II AppIIc itlun) I ur I -'•r wrr'►- r .►4I .1(, NCI Gauge WI. S • 14 S- 1111x/(1') Iln'/fl) lln•/111 Ibr/Ii) 29 0.74 .11623 .01111 .0362 26 0.911 .on95 IIn1'i .116.11 .BB�9S1� `bUIWING Pr20VUC15 tacdilla. WA 4044)3•4931 251.38I..19SS FAX 151.171.0/91 r'4(Isn,, CA ItO0.)72.146h, rAx 1111.(11.1 • )R 13 DENNEY ENGINEERING, INC. DATE i -l6 -oR PAGE 38809 191 Avc SE ' ic e a • u t St : f'o Auburn, WA 98092 Fax 3 72 So. 1547 Levoe 1'honc Sc ax (253) 939 -1373 ' iW t /S lit/A 78181 Sheef e/)/r" 7 Co ti rz e c (`'707.1 (or GV h ✓1 Ql U // 4t: .. Load pex mot = /5.3(4/z.11-iv(2)=//O.i;; did #/1-14. T.e./< Screws at /2"o, e, Aid/ over capacity of ' . 242 ea.. skt. = 537 (See p. /5) Fo a. 44i. .*t p - t� ,o'a rt/ -na/ o t1trclwvterf. Their? FAO r %2 . Pu/ / -ovdr 537(0.0/72/0 024 -7) ,37¢ 374 #, / :4• // . 0 FS. on L1 / z 1v)eze = 374/78.7= 3.79' Say O/l Pall - oc[.t. capae.it In /yC ya. t7ur-ii'rt ._ (c$ep. F. S. }o ti . LI /t /vvI a to = l/3 .414. = 10.25 0l< _7 / < Screws C) /2"O• e;. 12 -1t HWH 'LATER 1:-IT122LeL �1ELf✓ - CJRIILL INta r11vS1cAi. r1t()r1 ?ItTIr,1► Ileat)••Artoss Pines: ..112..305 t•hIca11 ilia, (0.11.): .215•.109 'Mead pia. MD): ): .164..157 rum. our "1lZi:NG1'11: 'POUNDS ULTIMATE) M.\'1' Ell 1A1. I' IU?1)it11.1. 1)IA. Ayr!. I'(JI..L our (t'()1)NI)s) MA'l iitIAl, WAS (GA) DIAMETER 4Mrn rUI.l. OVER STil1 NGTIl1 igoutinS L1.TIMA'rr.) 1 ;! I ; Min. Tensile: 2 founds Tntslunnl: 921 ins.•Lba. Mils. Slocat: 7.(1..5) founds 1'). GA. , +.11)4) 'J0 KSI ' • ;'OKS1 .r rrniar l tter , . ..r..-71-TZ-s+r..rtr.,rT --.4- i'It6..)I1 Il ..N(;) NOT IllrO111 STEEL SI inn TING 20 GA •• • 22 (.A. • ▪ (.039)' (.034) ISMn1. ' GAIN: GAO/. ....L- - 1. - -._, 1358' 1008 713 N/A 1144 1390 1465 -- - __.. .. _L.. _.— . - _.. , .._ ._ __.__._ ..._...._ l • -.....••••••=. 1525 24 GA. 1.076) GA I,V. 1193 1008 1 020 Is OA. (.064) 50 K5I 932 I 770 I .1116 708 720 763 --- -I - If► GA. (.U67.) 511 KSI WASHER t Ypll 1tE( :()M,,Elam) bit WING TO6LS: 1900.25(X) RPM SerewdUver a ulpped f ►111 depth l0eo(In)< nose plece to ptevenliovcsdllvlog and stliptoo. (Do hnl 1110 Imp tItig type tlelveff RECOMMENDED MAXl1IUM O ILLINt Tt17CKNCSS :.• .1/16; A pplm*. (Total thlcknet of died( ng Irnd sI, Iufti1 IneIi ding consplesscd I1tsulaliun Ihlckness. 1 hlrkncs, may va►y dcpnnding upon (yp of osiatjby bbIng tlrl)led) 111)X 61114. VA/ AU() Ai SPRANG. WYOMISSING. PA. 19610 115•)1(►•blsl LAX: .1/4.11 All Atli A ("1111:A0 1100S11(1N (05 AN(atIS ;Ai da 1 1I1.S)■ In r,3,,4.1.,• 'rav):rt(s .070 Al. (flnscpirl 7.00) NOTES .033 Melsi seam* used run pull (vet testing. DENNEY ENGINEERING, INC. 38809 191' Avc 51: Auburn, WA 98092 Phone & Fax (253) 939 -1373 p e e r / e r r o l d s/pi w/ /.e / s e d on 4 -- s ti /l carport s c o l e h 9' x 8's&.7 // s/ re s. 77)e Ses/gn w/' // 6c vell /d 684 /( ca rport ; aoi tW, 5, -vw e. or /ess' stall cl/vpteri $io s. Roo( bea i s and Cola" v s cv/ /l d / be o1e si c o f Gas on bu.r /"v1 / c 7's' 416; -�s'tall e6r /ort s. 7h�. des / y n car / (l also 'b e ; va // d {ter' ot4er 'cv1 ftyurd ethrt s ,5 n4 a //e r J`ta /1 DATE 1O- 16 -Qfl PAGE # /7 /c 9e S at Sou t6 St d do J724 50. 1547'4 Laoe 7ukwr.'/d, u/A MS?' .Except : C'arpor'ts He s1 ah.cl walk cwags will rep tr''d .5pt c/a/ calculatrons for p r /i- 6ea fl4 .►ltd yfr S. For' Carports wit odd vtukkbeis of stags, w/i no OVd `lavi i of L'e par/pis an O✓'e P_KCl; 5•epargeze purl/4 vicu./ /c.Ls ar-' /Ple /uoied ---: DENNEY ENGINEERING, INC. DATE /D- II -DR PAGE )'7 38809 191 Ave SE 7/6'ee ' a out 5t 'oy Auburn, WA 98092 3 72 SO. /547% L av e Phone & Fax (253) 939 -1373 Tukwila 1JA 78181 Pu r/i.-,, Car -- 5z s // Carport ,5'6a// size Wi'clt'li =9' Lej7'8 =-2/8' Ana /9s/.5 will 6e va /// fors / /er .ste // 51ze s zoo) W = 2 7(/8/2)2¢3 # / ' ='243 *A 9' / 8" 1 4.7k ?.84.1( A4 .9.24-3(18)t _. q �4 o 8 ?' 4.37 k 9. y 4 k ' C 70 ,x . ; x ; / 4: 441. _ 3'0 1<s i A//oru.gb /e NJomeh.a ($dtfl. 22) Reap /o/ s R=143(361/2) 1;37 k l cv' /�✓�s cot- 3- Stall Carports (J4)=-26.2(9)=236 4 / M DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 I'honc Sc Fax (253) 939 -1373 CD= 2300 X5.38 k' !8' DATE id--16-0R PAGE _12A 17i qes c_2 Soul StertioA . 3724 So, 1547 Lave Yukwtla, 14A 781S8' l R = 4.7sk = 2 36 (9)Y2 = 9558 44/ -='' 9. 540 k' M -23608' 4.9) 8- 4 1/ = 5376 k' =5.33 k' 3(/8) 236 (/8 --9 — /593' 45? 2008) R = 236 (/8 4-7) = 1-779 4.78 k 2 1 ) 8y 143 (270x3 x /4- sec. /— f = So ksi. min_ (1.5 . / /:;O f'r' 5-5/ -a// CJ/'7)ortr., DENNEY ENGINEERING, INC. DATE J — - OS' PAGE 1 ? VilleQ9e6' at South StatLovL ."372.4 &. /54/4 Lave Tukwila, WA 76181 38809 191'' Ave SE Auburn, WA 98092 1'honc Sc Fax (253) 939 -1373 7 c o r ' - 5 ? / / / C'� r �` s w� 2 70)= 283 w = 243V, M fi max. — 2.61 k M J , < a J`1 beir/OP 51).3,45 Lisa q/' (can ti levc r L�,sc C10 3x 1419.. 714.14. f�� hie monle =11.73 k' See p.22) lvi- 293(7)t JOINT NUMBER 1 2 3 JOINT MEMBER NUMBER 2 2 --- COORDINATES -- X(feet) Y(feet) 0 10 36 Full 4 Partial loan UNIFORM LOADS (k /ft) 1 .243 .24,3 X- RESTRAINT Rigidly restr'd Unrestrained Unrestrained 'LEFT' END Jnt. F/P 1 F 2 F 0 0 0 < - - - -b 2 F 3 F <-- 0-- ), Is's „ v v v v SIX -STALL CARPORT PURLIN D +L JOINT INFORMATION SUPPORT INFORMATION 'RIGHT' END Jnt. F/P MEMBER UNIFORM PARTIAL SPAN a NUMI11in LOAD(k/ft) UNIFORM LOAD (ft) JOINT O MOMENT (k- f t) X -FORCE (Ic i ps) Y -I ORCE (kips ) -9.04 0 9.04 Y- RESTRAINT 0 0 0 Rigidly restr'd Rigidly restr'd Rigidly restr'd MEMBER PROPERTIES AREA (in2) 1.67 24 1.67 24 r MEMBER LOADING INFORMATION < -c -> ROTATIONAL RESTRAINT Unrestrained Unrestrained Unrestrained MOMENT of MODULUS of INERTIA (in4) ELAST (kvi) I I I I • V v v 0 0 0 29500 29500 TRIANGULAR LOAD (k /ft.) b TRIANGULAR c ci (ft) LOAD(k /ft) (ft) ( f t. ) 1 1 1 (L) -9.04 2 (R) 4.9215 2 2 (L) - 4.921501 3 (R) 3.04 , 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) 0 0 0 0 END SHEAR kips (+ up) 2.46025 1.91375 1.91375 2.46025 ,� a 2.46 -9.04 1.91 2.61 2.81 -4.92 -9.04 SMEAR (kips) -1.91 MOMENT (k -ft) -4.92 SHEAR (kips) -2.48 MOMENT (k -f t) SIX -STALL CARPORT PURLIN 0 +L Member Number 1 'Left End' = Joint. 1. - - - 'light End' = Joint 2 AXIAL LOAD.) a 0 .kips SIX -STALL CARPORT PURLIN 0 +L Member Number 2 'Loft End' = Joint 2 'Rght End' : Joint 3 AXIAL LOAD = 0 kips r... imisr DENNEY ENGINEERING, INC. 38809 191' Ave SE• Auburn, WA 98092 Phone & Fax (253) 939 -1373 Pur /;() ,4 /10w26/e. /1400ievtt ClOx3x /46a. A= /./9 4-" z Ry = 1.028 J= 0,402023" C = 24.306" 6 / -o — 4: 402 G =// 300 A <sc. C= 21,500 /<si. (5ep?. L /nhraceS len9CA 9.o' (Teti - ' ? � _-- - 9. $7(29,506) u /Rye (Lox.? x 12/1.023) 1 /. / 9 =27.2/ ksc M =A PO Q Q't = /./W4.02)7) CO/ u/a&ec'f MO - mevtt t/' 1/.73 /s > 9. tk k OK / /se C10x3x /¢6a,pur/ios Wit. l lcaYl fD/ / Gt C1k (.66)) DATE /D -16 -o8 PAGE 22 t 5ouz6 Std t -ovi_ .3 72.4 So. /54 Lave Tukw ;Aa, RIA 78/88' - 7er►d co /< = 1. 0 rreventin ' (O Dthro for /Rte./a/ torf'oria, buck/, #1? - 26.38 c J l r 2 F Cw (X/ ) j 300(0.00202 3) - l - Y. d 7(29 3 06) (/.00x 9.0 x /2) = / 7 3 k STRUCTURAL PROPERTIVS ;e cllon Typo I bonlgnntor Finngo Width i situdurai pmporilos Included In Ills brochure have been computod based on the American Iron and Stool Institute 'Spocllkatlon for iho Design of Cold•Fonned Structural Members', 1906 od'dlon, including the 1900 amendmonis. T Icknoss - Stool Compononts • Gauge Do Ign 1hkJknnss (in) 25 .0100 22 .0203 20 .0346 10 .0451 16 .0566 14 .0713 12 .1017 Minimum Thicknoss' (In) .0179 .0269 .0329 .0420 .0530 .067/ .0966 Uncoated Stool ThidteSs. Thickness Is for carbon shoot stool. • Mhlntum thicknoss represents 95% of the design thickness and Is IhO minimum. aCCOptabb thickness doiNOrod to the lob sko based on Section A3.4 of the t1C6 MCI rode. potInlllon of Stnrcturol Property Symbols Gross Prorortbs I,.: moment of Inerlla of the gross section about the X•X 11x1$ (strong alkts). I tadlus of gyration of the gross section about the X•X axis. n : • I.tomont of Inertia of the gross sottton about I.to Y•Y outs (woak axis). It i radius of oyrallon of the gross section about tiro Y•Y axis. Elloctive Proportles -< E J MJ ST MT VvT D T 0. ti S,,: Elloc1No soctlon modulus about tho X•X axis (strong oils). I.: Moment of Inod la for defection calculations basod on 'Procedure 1 for Collection Delorminatbn' of the 1900 AISI Spoclilcatlon. Y,: Maximum distance from the outside of otthor Mango to the cantor of gravity of the offoctive section. M,: Allowable flooding Moment • t3nsod on the ollodlvo section modulus and the allowable stress including tho strength Incronso from cold•work of forming (A1S1 AS.2.2) where applicable. Torsional Properties J: SI. Vonant Torsion Constant Torsional warping constant'of iho socfon X,: Distance from tho shonr cantor to the controld along the princ,al X•axls. It.: Polar radius of gyration of iho soction about the controidal principal axis. • (1• I • (Xo/f10e • STRUCTURAL PROPERTIES :ice: Nolo 1. Below For Yield Strengths StC1ION 4n0'N,1 16 4 n0WJ 14 400WJ 1 600W.116 60011J14 600V1J 11 8n0WJ 16 r,nOWJ 14 000WJ 17 IM00WJI6 ---- -� I OOOWJ 14 1000•J17 IHN1WJ16• 1 700WJ 1 4 1'001VJ17 1mlr. I. We.ighl Ih /It) 0.612 7.06 0.766 1.61 1.861 3.61 0.725 7.47 0.'109 .1.09 1.165 4.30 0.830 7.05 1.051 1.58 1.460 5.00 3.24 4.06 .1, • 5.69 1.19 1.065 3.67 1.336 4.55 1.875 6.38 GROSS PROPERTIES I // •• 11/ ( r ) (in) 1.719 1.661 1.146 1.674 1.902 1.654 4.311 7.435 5.3611 2.431 7.373 2.407 8.344 10.408 14.217 14.055 17.549 24.164 21.660 77.071 37.394 1.1 3.147 3.119 3.043 3.834 3.802 4.511 4.501 4.466 0.750 0.937 1.743 1.021 1.283 1.604 (Ilecli +e properties based on r w501si Int 11 1.111 0.644 1.106 0.146 1.001 1.203 0.073 1.097 1.105 4.003 1.317 1.079 1.090 1.447 3.160 3.756 1.437 1.066 7.177 7.2.17 .1.140 0.957 1.068 1.537 7.843 4.495 1.183 1.061 7.146 9.865 4.706 1.578 1.037 3.213' 14.094 4.164 1.077 1.003 2.215 1.325 0,996 3.309 1.761 0.971 3.698 14 and 16 gouge sections. r P33tsi lot 18 gouge sections. 14 and 16 gouge sections may he produced with r w33ksl. rot 33~11 14 and 16 gouge sections, multiply alto :Able moment by 0.66. (ConIncI manulacIurer lot ovoi$ablliily) 1. Elleclive properties and ofowoble Moment incnrpo,ele Ilse slrenglh increase Item cold-work of Inrminq where opplicoble. (AIM A5.7.2), 3. rot deflection cnkulnlions, use the elletlive moment nl ineMln. 4. • Web height In Ildthnest sliceeds 200. Web sullener • required of support points..(AI51 01.2) 5. tabulated woos me hosed nn. the lull un- rnrl►rced ernes section nl the lois% rnember, 6. ror wr:nr -ovis nrienlnlions. lechnieol nsslslnnce Is req'd. Cnnlncl the mnnulnelurer le, this nssislonce. Slillener 1.i1 - 0.675' miniMum 101 1 ?, 14 And 16 gouge 0.50' minimum lot 16 gauge ' MJ S5CT1ON 0.654 1.291 3.650 0.774 1.540 4.160 0.095 1.781 5.061 TORSIONAL. PROPERTIES 1.113 3.395 4.524 6.307 1.045 10.535 11.957. 14.714 19.1176 J.,. 1,137 29.102 2.765 36.790 6.463 49.995 -2.634 3.311 -2.618 3.799 -1.616 3.718 -7.332 3.548 - 7.311 3.331 - 2.301 .1.500 - 7.101 3.938 - 7.086 3.977 • - 2.077 3.885 - 1,916 -1.907 - 1.1165 -1.764 - 1.750 -1.137 4.40 A 0.369 0.370 0.363 0.5611 0.560 0.566 n.715 0.717 0.716 0.811 0.613 0.813 4.946 0.11.1 4.931 0.074' 4.818 0.1114 Efr(c1M: PROPERTIES 5.+ I•, Y (In 3 ) (in ►) (In) 1.607 7.745 7.087 2.199 2.873 7.107 1.905 13.409 5.819 7.795 17.029 5.440 4.386 73.449 5.161 20. 26.586 36.909 7.188 6.171 6.195 r , A Mn (11-21 1606 7117 3200 . 2750 3610 543,1 31114 5354 11016 4752 6974 10944 5677 8756 14716 •■• WJ SECTIONS 2" EJ SECTION 1 ' I 11 .615. 4 e. WJ SECTION • .2� DENNEY ENGINEERING, INC. 38809 191'' Ave SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 Roof 8 a ,i's @ End Frames 37 k' M 3 7 (S) = 2 /. 85 /< W 8 L' / f4 = O. G(' (50) - 33 ksL S - 24 35 = 7, y5 i! .33 DATE /D -l6 -o' PAGE_ ½7/c5?e S at Souh Se �3 72So. /54-ft Lave 7iLkwila, k1A 78181 Load P= 37 k' (S r' 17) (Ise h)/ o F = so ksL 5 ' 7.31 it ^-_' 7.15 A Overstress - /, e %a .fat/ 01< /'= 2. /0 cc a = 0. 39Co DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 1'lwnc & Fax (25 939 -1373 Maw. O c J 37(2) = 6.74 74 k • T r j C o K . x 3 44 P, = 4-Go /< s' r 3.5247 - R ' 5.8/ „3 rx 2.23” 7 � 2./0 7:02)/2,/ 3 - 7 .9.(0 _, ll1.lo r /11.6 = D.3U# l 8. 22. k i ��. 8.74 y 2,4g ksi < ‹. / 01< • C /iect< 13endiny elae eo 6era/ Fo rces rr v,sv�V! G(/ = 4 d '�` em. 'oar Colu en.i A4 2.pp(7), =!4/od .A �_ o .� r� - � , (`/' )(l. 33) = 40.3 $ lt st 5.8 / C ivi ine.d.5trsses O nc I &ucf ivfa /Seismic F,. ...2.6 4- * _ /32 le per Co /town . ; / 7,54 . 7 s t <‹- 4: e r 45i O.7.;(' / )(1.33) = 1-6". 3(1 ksi lb, _ =• `12 DAT E /D -16 -02 PA E �. ilk ?re$ at Sou /h St8tiokt .3 724 So. 1,54/4 Lave rukwila, LOA 78188' 5 y 4 6 " 3 = c _ ///_lo Oo /z zoo it. J4 = /32(7) . 924 f' I-IS.1 x4 x - COiurr)rl5 fif eksl 2.38 As (LK DENNEY ENGINEERING, INC. 38809 191 Ave s1; Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE 10- /6 -OS' PAGE L7 /11162iie6' (gt ,50t1/6 St J 72. /- So. /547` Lavle rakwilr.9, LOA V8161 Foa trvi ys Max. Load P= 4.37(2)=8.74k /1se Cate?or y 4 Solt per Table /804, 2 Thep? ,455P = 2060 ps f for footr ;115 /2" wide 4i l2 "dee p 141 /20 70 /r?crease for eac6+ tervLa/ Foot of wrcifei. e Kd de10 16. Fry Fty. 24." d l a x 3'- , " de d_ . The.41 1455P = Z000 f 0.20[(2 - /) -F(3.5-- /)](2CO30) = 34120 psf F. area = ,3. /4- sF S5P = g740 ^ 2783 fsf < 31/-c p if A/eked 2' dia, x 3L6' deep Pt?. for ccgl, ft (See p.27) Use 2 dia. x deep (tg, DENNEY ENGINEERING, INC. 38809 191'' Avc S1 Auburn, WA 98092 I'honc Sc Fax (253) 939 -1373 P.= 466/2 = 200 (Wifrc) 2 ca /u.rnns = 7' b �2' /864.3.1 = 150 + (3.5 - /)(150)01.33) 650 ` psC 1 -DLF ¢25(200)(7) - 2, /4' < 3.50' Ok 650(2) .J ee re far uplift n ext paye DATE /10 - PAGE Z8 7/lageS at $Ou /h Sta .3724-60. 1.541 Lavle Tukwila, 141,4 q8/ Se FOO t "h y Depth red For Lateral &ar/ v? 9 Ose "Constralvlec/ f0 rrn u la per 18C 2Qolo Sect. 1805.7.2.2, E. 15 -2 De p tI1. 61 .53 b I rod ti•ng Up l IF • • pup/ —/2.9 ps.f (Sde p. ID) Dead Load Roo .. O[:.. = 2 `l) 1. 33 psf . "tide LL /t'pt 3 = ll: 5 /. sf pec coli.cw,in /1.:570 x'37 7 ?Ise Soil doile . Theory .31° do d '7 = /70 f, c / Q, Y DENNEY ENGINEERING, INC. DATE 1D -112-o PAGE l,L9 ½7/e s at 5oa h Sta do 3 724 So. 154-7 Ldvle Tu_kwr, /a, 14/A 76181 3111109 191" Ave S1; Auburn, WA 911092 l'honc & Fax (253) 939 -1373 y cJ== 2'-- 0 3' G" d/' _ /.00 e-ar7 .3 /° -.. (3.50)(0. 60 ) — r, f a. - 1.00-1- 2. 1.0 :.. 3./0 A2 — /11-471 '7 3/ - 0. /0) /o.60= 5.17, 2' n reed. ro W2.O &)/4 = //.00 r !/o /. . i7 -v°4 1/0% °/� (�i����r, J _ ?�"[(3. 1.6) :1 - 0. D©)(1, (p 71 " / /. 00 = 3 ?. - z d ' h 'e Pe/e/ =150( 33)(4. 50)(2. o) = 50 •?!,�/ = (/l, 04(iJ(y) +(3Y. 23)(/20) -I-5 7036¢ /,3(0/x• > 3749 C (636 11= 1:70 0 14 . 741q) 2-C dia. x 3 crc� P.. ACTIVITY NUMBER: D09 -144 DATE: 07 -22 -09 PROJECT NAME: VILLAGES AT SOUTHSTATION - CARPORT B SITE ADDRESS: 15430 38 TERRACE S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DDEPARTMENTS: a ing Di lsion N rk J u lic Wo s TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 *boo wow GuPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Structural Review Required 4 i - i� 3 - o' Fire Preven ion i] 1 Structural Af 01 °S Planning Division Permit Coordinator a DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -23-09 ' Er Complete Incomplete ❑ Not Applicable Comments: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 08-20-09 n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Approved Approved with Conditions IX Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: 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 $1,000,000.0001/21/2009 01/19/2006 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 & 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