Loading...
HomeMy WebLinkAboutPermit D09-143 - VILLAGES AT SOUTH STATION - 4-STALL CARPORT 11BVILLAGES @ SOUTH STATION - CARPORT 11B 15438 38 LN S D09 -143 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: 0043000335 15438 38 LN S TUKW VILLAGES AT SOUTH STATION - CARPORT 11B 15438 38 LN S , TUKWILA WA SP TUKWILA L L C 1201 3RD AVE STE 5400 , SEATTLE WA 98040 Contact Person: Name: CANDY FORD Address: PO BOX 2389 , BUCKLEY WA 98321 Phone: 253 862 -7556 Contractor: Name: CARPORTS OF WASHINGTON INC Address: PO BOX 2389 , BUCKLEY WA 98321 Phone: 360- 829 -2838 Contractor License No: CARPOWI945BR DESCRIPTION OF WORK: INSTALLATION OF A 544 SF /(4) STALL CARPORT Value of Construction: $315.52 Type of Fire Protection: NONE Type of Construction: doc: IBC -10/06 City* 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 * *continued on next page ** D09 -143 Permit Number: Issue Date: Permit Expires On: Expiration Date: 01/19/2010 D09 -143 08/03/2009 01/30/2010 Fees Collected: $103.50 International Building Code Edition: 2006 Occupancy per IBC: Printed: 08 -03 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and ex 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 presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe ce of work. I am authorized to sign and obtain this developme ' '1 Signature: Print Name: doc: IBC -10/06 City deTukwila • 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 6/L__ Permit Number: D09 -143 Issue Date: 08/03/2009 Permit Expires On: 01/30/2010 Date: Date: o4OD (fi 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. D09 -143 Printed: 08 -03 -2009 Parcel No.: 0043000335 Address: Suite No: Tenant: doc: Cond -10/06 15438 38 LN S TUKW S M 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 11B 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D09 -143 ISSUED 07/22/2009 08/03/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All construction noise to be in compliance with Chapter 8.22 of the City ofTukwila 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 -143 Printed: 08 -03 -2009 0 City of Tukwila 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. 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. Signature: Print Name: doc: Cond -10/06 D09 -143 Date: ordinances governing or local laws regulating Printed: 08 -03 -2009 • SITE LOCATION King Co Assessor's Tax No.: Site Address: 1 9-t c7 3 b —� �� L-40-f- .SC) Tenant Name: Property Owners Name: SPTtLk. Aires 1 Mailing Address: 1 Aires l awl CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Q s . /� Mailing Address: • (� -�'?� D3 Q - t cL , C�t•J �� 6 1,83-1 City nn / t city ^^�� C State r Zip (� L.t r [A 'r't Fax Number: E -Mail Address: Contact Person CITY OF TUKWIi, Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hap://tinvw.ci.lukwila.wa.us Q:1Applicasianffonns- Applications On Linda -2006 - Permit Appliation.doc Revised: 9-2006 bh Building Permit No. Mechanical 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 ** Company Name: Car F or-is or kilQti -,,,, , I hC. Mailing Address Bag. Bag. C). Contact Person: ( // �� 42.i E -Mail Address6vi J 0444 itn . Leen Contractor Registration Number: CARfoual y 5 A . Suite Number: &fc- city State Poick - 14 Ooh WO 172)7-A State Floor: New Tenant: ❑ Yes ❑..No Gklol Zip Plea_ Day Telephone 5 — 0 1)3 � 5 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) C Crty l � Day Telephom...D -- ELDD Fax Numbe a g IDD- -) 5 Expiration Date: I — i c 1 I ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: cit Contact Person: Day Telephone: E -Mail Address: Fax Number: Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: -k i fl F( neer /'1ci Y Mailing Address3gt(f l gi4vC LE 1/4-) J ak -1 �] d'0 l G city S z... Zip Day Telephon "151 L - 137? E -Mail Address: Fax Number: Sfi r }Pi Page I of 6 BUILDING PERMIT INFOION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ ' 80 • Existing Buildin g Valuation: $ Scope of Work (please provide detailed information): �(,41 -S I 14-41 On C► ) Z)- I 0-Aga) e:r 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 I' No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 121. 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.ApplicationsWorms- Applications On LineU -2006 - Permit Applicanon.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 1s' Floor 2" Floor 3r Floor Floors thru Basement Accessory Structures Attached Garage Detached Garage Attached Carport Detached Carport g- Covered Deck Uncovered Deck BUILDING PERMIT INFOION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ ' 80 • Existing Buildin g Valuation: $ Scope of Work (please provide detailed information): �(,41 -S I 14-41 On C► ) Z)- I 0-Aga) e:r 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 I' No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 121. 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.ApplicationsWorms- Applications On LineU -2006 - Permit Applicanon.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. 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 OWNS A OR AGENT: Signature: �YC Print Name: 6ft e Mailing Address: ?O 6 ,3 t Date Application Expires: Date Application Accepted: Q:Wpplications\Forms- Applications On Line t3 -2006 - Permit Application.doc Revised: 9 -2006 bh • Date Day Telephone gip (p 15GL7 LA IA 9 C State Zip Staff Initials: Page 6 of 6 RECEIPT NO: R09 -01208 Initials: WER Payment Date: 08/03/2009 User ID: 1655 Total Payment: 387.00 Payee: CARPORTS WASHINGTON INC SET RECEIPT 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 00 of Tukwila. RECEIPT NO: R09 -01142 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: ht/p://wwwci.tukwila.wa.us Copy Reprinted on 07 -22 -2009 at 10:58:21 07/22/2009 Payment Date: 07/22/2009 User ID: 1165 Total Payment: 234.00 Initials: JEM 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 • 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 PAYMENT RECEIVED Project:, : ,� / / /19ps Sim, /A i , iV Type of Inspection: /C r Address: Date Called: Special Instructions: // e Date Wanted: /� - 2 o 0 9 !r� ( per- , Requester: Phone No: 5-3 --962 - 2 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. pproved per applicable codes. Corrections required prior to approval. COMMENTS: '/ .71 40-pe .00 REINSPECTION F E REQUIR .. Prior to inspection, fee must be id at 6300 Southcenter = lvd., Suite 100. Call to schedule reinspection. ceipt No.: !Date: Project: /, / / /./ GEs /6S>/44 Type of Inspection: rd /, l C Address: /SSv39 .3,5 L _5 Date Called: Special Instructions: Date Wanted: 9-- / 7- CD c..25' p.m. Requester: Phone No: 25 3 - (962 7.a s 6. gas q tr 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. EI Corrections required prior to approval. COMMENTS: 00 REINSPECTIO FEE REKIIRED. Prior to inspection, fee must be Id at 6300 Southcen r Blvd., Suite 100. Call to schedule reinspection. Re({eipt No.: Data.:, , Date: SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION a0 3 STALL -ROOF FRAMING PLAN 0 A PURLIN C1Ox3x14 OA r t o ss 18' —O" 10'— o" $ Villages at South Station 3724 So. 164th Lane Tukwila, WA 98188 9' -0" s ( 2 29 OA METAL DECK a' -0" 4 CS') — • N —(1" DEEP 3 STALL - FOUNDATION PLAN ROOF LINE ABOVE SINat POST CARPORT ROOF FRAYING k FOUNDATION PLAN FILE COPY Permit No 170 — 14' Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinate. Receipt of approved Field Co! .: fr . conditions is acknowledged: _ 4 By Date: City Of Tukwila BUILDING DIVISION ROOF FRAMING PLAN NOTES 1, PRIOR TO FABRICATION & CONSTRUCTION VERIFY 2. STRUCTURAL NOTES ARE LOCATED ON SHEET 5 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. ' PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By: Date :, 1 )(.6 FOUNDATION PLAN NOTES 1. PRIOR TO FASRICATION CONSTRUCTION VERI 2. STRUCTURAL NOTES ARC LOCATED ON SHEET CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & fox (380) 829 -2838 Glib ALL CODE C MEP NCE APPROVED J UL 3 1 1009 City of A‘/■ ukwila BUILDING DIVISION DIMENSIONS RECEIVED CITY OF TUKWILA JUL 2 2 2009 ALL .....ggaurr CENTER DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fox (253) 939 -1373 Al IL MO I. 0 ao O 0► A a PURLIN C10x3x /4OA x 3' —e" O[[P 1 a' —o" 1e ■0 Vl11ra8e• at South Station 3724 So. 164th Lan• Tukwila, WA 98188 34' 6 STALL -ROOF FRAMING PLAN e4 0 " 3 1 e' -o" 29 OA M[TAL OCCK 1e —O' 6 STALL - FOUNDATION PLAN S —o" S' — O' ROOF UNC AIOVC SIIOLE PORT CARPORT ROOF FRAMING k FOUNDATION PLAN ROOF FRAMING PLAN NOTES 1. PRIOR TO FABRICATION b CONSTRUCTION VSRI Y ALL OIMSAISION$ 2. STRUCTURAL NOTC$ AR[ LOCATCO ON SMUT 5 FOUNDATION PLAN NOTES a. CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone 1 fox (360) 829 -2838 REVIEWED FOR APPROVED JUL 3 1 2009 City of Tukwila BUILDING DIVISION _�.... 1 af, W PRIOR TO FASRIQQATION CONSTRUCTION VIII ALL OIMCNSIO RI Y NS IIJL 2 2 2009 STRUCTURAL MOMS ARM LOCATED ON SMQWT 6 1 PERMIT CENTER DENNEY ENGINEERING, INC. 38101 1910 Ave. SE Auburn, Wochington 98092 Phone ! fox (253) 131 -1373 RECEIVED _ CITY OF TUKVUILA PU UN C10x3x14 OA TYP A ENO ILNN N villages at South Station 3724 So. 164th Lane Tukwila, WA 98188 4' — O" V S' -0" fit 18' 10' 0" 0" SLIP: 1112 2 —O ,111111 S' — O" Wax10 i '-'* , t NATIVE Ofl. '' i � I. NO TYP9L CROSS SECTION 4' —O" l[R 0 o 4 Lly A9PNALT 29 OA METAL DECK rR`cr `Gt\`C 5 I SMOLT POST CARPORT TYPICAL CROSS SECTION CARPORTS OF WASHINGTON, IHC P.O. BOX 2389 8uaklsy, WA 98321 Phone It Pox (380) 829 -2838 CUMIN REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 1 2009 City of Tukwila BUILDING DIVISION CITY RECEIVED 4 JUL 2 2 2009 PERMIT CENTER DENNEY ENGINEERING, INC, 38809 191st Ave. St Auburn, Washington 90092 Phone 0 Fox (253) 936 -1373 NNW +r r WO Ili ROOF DECK OVERHANG PER PLAN ASPHALT FB Y4 "x 5149' . r. PURLIN C10x3x14 OA ROOF DECK 1)x29 CA (VIC WEST) OR EQUIVALENT TEK #12 -14 CENTERED ON C1O MSS 1x4 COL PER PLAN TYPICAL COLUMN FOOTING N14 TYP 0 FB/W8 NATIVE SOIL. NO FILL Villages at South Station 3724 80. 164th Lone Tukwila, WA 98188 Wdx10. 4) A 33 1 1/4' 2 1/2" r 1 1/4" TYP PUFLIN 0 BEAM. END DTI, 11 =1 -0 ROOF DECK 1 X, "x29 OA (VIC WEST) OR EQUIVALENT A• Wsx1 O NTS 31. I W1x10 5 -11 1/4" TOP Pt. Ys "x4'142 4—\ " 1 1/2" TOP PL * "_144 "x24" W/4 M WASHER/ NUT 9" • WSx10 W8x 10 RAFTER LAYOUT SeHOLl POST CARPORT CARPORTS OF WASHINGTON, INC WAS P.O. BOX 2389 Buckley, WA 98321 Phone I he (360) 829 -2838 . —o " 2A -2A PLAN < COPE COL FOR WELD MSS 1x4 COL PER PLAN TYIY! P =B 0 AM W8 OVER TS COL DTI, 1 — RECEIVED CITY OF TUK\MLA JUL 2 2 2009 PERMIT CENTER 1* Fa Y4 "141 "149" �h BELOW Fs tax 1 • El► SID OF MSS 1x4 DENNEY ENGINEERING, INC. 38808 191st Ave. St Auburn, Washington 98092 Phone I he (253) 939 -1373 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 3 1 2009 City of Tukwila BUILDING DIVISION FS - 4 "144142 7 -I3 -a9 =NM me all II SEIM STRUCTURAL NOTES 1. BUILDING CODES IBC 0010 Washington State Budding Code (Washington. Administrative Code (WAC) Chapter 51 -30) 7. DESIGN DATA • 1 • .. • Roof Dead Load at Carports: DL Roof Live Load (Snow): WIND: The wind loads are determined in accordance with IBC- 2060 Basic Wind Speed, V: Exposure Category Wind Importance Factor (I): Velocity Pressure, q • 0.00258 Kz Kzt Kd Iw V' SEISMIC: Seismic Design Category D Actual 25.0 PSF 85 mph B 1.0 Villages at South Station 3724 So. 184th 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 as Poorly gravels, graded —sand mixture GM = Silty gravel, grovel— sand —sat— mixture 2000 PSF 3. STRUCTURAL STEEL Structural steel materials, fabrication and erection shall conform to IBC Section 2203, and the AISC 1989 Specification for Structural Steel Buildings. Point all structural steel exposed to weather unless noted otherwise on drawings. Material specifications, unless Structural shapes: Bars and plates: Structural tubing/MSS: Bolts: Nuts: Flat /beveled washers: Direct — tension washers: Filler metal: Cold Formed Shapes: Roof Metal Deck: noted otherwise: ASTM A 50 ASTU A 38 ASTM A 500, Grads B ASTM A 307, Grade A, unless noted otherwise ASTkl A 563 ASTM F 4.36 ASTkI F 959 E70XX Electrodes, oil welds shall be single pass 3/16' unless noted otherwise ASTM A448, F • 55 ksi ASTM A446, Fry • 80 ksi 4. CONCRETE Cast - — place normal-weight concrete materials, mixing, placing, and testing shall conform to IBC Chapter 19. Material specifications, unless noted otherwise Minimum 28 day compressive strength: NI Concrete 2500 PSI Maximum water- cement ratio, by weight: Specified strength Non -air -entrained 2500 PSI 0.58 7. PURUNS Al purling are ASTM A 446 unless noted otherwise. NOTES UMW Air- entrained 0.46 5. SCREW FASTENERS Self- Drlling and Self- Topping Screws shall conform to ASTM A 543. 6. ROOFING 1 1/4' X 29 CA roof deck (AEP SPAN) or equivalent with /12 -14 tek sane as noted on drawing or (4) screws per 36' wide panel 0 each support. CARPORTS OF' WASHINGTON, INC P.O. BOX 2389 Buddey, WA 98321 Phone ! Fog (360) 829 - 2838 RECEIVED CITY OF TUKWILA JUL 2 2 2009 PERMIT CENTER EMI REVIEWED FOR CODE COMPLIANCE APPROVED JUL 31 2009 City of Tukwila BUILDING DIVISION DENNEY ENGINEERING, INC. 38809 191st Ave SE Auburn, Washington 96092 Phone h Farr (253) 939 -1373 arrgi a - U N 1 1 2 I 2 OPP 4.1.405.2 FILE COPY • q _ - ,r� a'8 eta P it aq SITTS & HILL ENGINEERS, INC. m . ,.,., ... _ .. I . SOUTH 154th STREET (I) 45ratl 1 ( L ) !p STa t l C-1) 3S-641( o 1 f�; I 1 111 li 1 r REVIEW I FOR CODE COMPLIANC APPROVED JUL 31 2009 South Station - Carports Map gCity ofTukwila July 2009 Proposal to add 31 more st ah DINGDIVISI � N 1 7°1 i (p E C_ DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 l'I�onc & Fax (253) 939 -1373 STRUCTURAL CALCULATIONS PROJECT f/ /L L A 6E,5 @ 5O L/ T'f S rA T,o,u 3 724 50. /54 Li/2E Ti:t kW/43 WA 91/ 13Y ERD DATE /0/16/0? CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 3_6 RE I COMPLIANCE CODE APPROVED JUL 31 20(19 City of Tukwila BUILDING DIVISION po1 H!2' DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 1'hunc & Fax (253) 939 -1373 Roo( Loads Loads on Meta/ / ooFinq DL 0.75 psf Roo(/%17 LL 25.00 psi" (snow) TL 2 LOS S aY) PILr bi%2S DL 0.7s ps f Roof/;/)1 0.25" p sf Pu r /i,?s �. Oo pst' Vapor Barrier DL Zoo ps a 25:00 psf 72 27.00 psi' DATE /a—/L---o2 PAGE 1/27/cc qe a t So u. /6 Sta t of ,3724 So. 154tIl Lave rukcuilc, u/A 78/88' DENNEY ENGINEERING, CNC. 38809 191'' Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE /D— /6 -DS' PAGE -� ½7/qe ,5 c t South St a tLc 3 7zSo. /5474/i Lave 7 14iA 78/81 It/ote : 1/IJ/nd and tSeisnmic force avzdlyses cu rl/ ,be b sed on. sea iciard ¢ - -sta // carports wi f x 18 ft s to /ls . the analyses w // 6e v&!/rd - 'orCd:eports o{'oe4e.r.sta // ga.a neir/es , /.e. Dt cer'S 7leSsor .s/'zas', /.e. ft x //o ft,, --P- /o i, X /.5 etc, Win cl a irtal ysis 'will be based 074 5xposwee c, and will be Ya/ed for &posarc f3 s16c.s. • 4ria /ys/s wit/ 6e. Eased on V = 90 rvi 3 sec. pist aeid will be .vim /i d for V=85 m j.31i too, TRAMS 1/ERSE W /rVb 3 DENNEY ENGINEERING, INC. 38809 191'` Ave SG Auburn, WA 98092 I'hunc & Fax (253) 939 -1373 W/70' Analysis Ref: iic zoo( and .4ScE 7--05 the the Si%- np /i'F,d M''t/' od per Asce 7 -0S Sec& vi /509.6.2 VeI. • 90 ny../1 exp. C Roof Slope 4. 6= 42 Ma1� ba e✓ Force Reststrh? cyst Transverse 1/1//4� Vertraz / projected areas (See t op. 3 g 4-) I d s = ✓k. .7,,, ps30 _!. 736`e 1609.6.2. (see p.') l"cu /• 60 c e 1 ps (DSc) A /2. 8 -- 6.7 / - 7 --- 8. l See p, 7 C 3' 5 10. — 4. 8 Corizonta/ projected areas E F H ps3o —15.4 —8. 8 -- 10.7 — 6.11 DATE /D— Is -Oa' PAGE (� /We 9e S' a t Sou ?A 5to tJoLt 3 724 50. 1547'4 Lave Tukco llo LOA 78181 p - -18.10 :: 5ee p. 7 9 -- 8.2 ./ Save height = 7' Least 4W/dvq diiehs, i .�o. 2(0. Io)(18) or 2a= 2(O.4)(7) =s.6 Use for Building Adjustment Factor A, Height and Exposure, Mean roof heliht tf B D cis 1.21 0 1.47 20 _ 1.00 1.29 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 1.18 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) I Design Wind Pressures Enclosed Buildings h 5 60 ft. Walls & Roofs ASCII 7-03 .10 i Main Wind Force Resisting System - Method I Figure 6 -2 (cont'd) I Design Wind Pressures Enclosed Buildings Simplified Design Wind Pressure, Poo (psf) (Exposure B at h a 30 11, K„ _ 1.0, with 1- 1.0) Basic Wind Roof Speed Angle (mph) (degrees) 3 A B Horizontal Pressures G 0 E Zones Vertical Pressures Overhangs F G H Eo Got 0 to 5' 1 11.5 •5.9 7.6 -33 -13.8 -7.9 -9.6 -6.1 •19.3 -15.1 I0• 1 12.9 -5.4 8.8 -3.1 -13.8 -8,4 -9.6 -6.5 •19.3 .15.1 1S• 1 14.4 -4.8 9.6 -2.7 -13.8 -9.0 -9.6 -6.9 •19.3 -15.1 85 70• I 15.9 -4.2 10.6 -2.3 -13.8 -9.8 -9.6 -7.3 -19.3 -15.1 25• 1 14.4 2.3 10.4 2.4 -6.4 -8.7 -4,8 -7.0 •11.9 •10.1 2 - - -- - - -- _.. -2.4 -4.7 -0.7 -3.0 - - - -- 100 105 110 120 3010 45 1S• 70• 25' 30 to 45 0 1n 5 10• 1S• 20• 25• 301045 0to5' 10• 1s• 70• 25' 3010 45 01n 5' I0 IS• 70' 25• 301°45 010 5' 10• I,• 10• /S• 10 In 45 1 2 -15.4 1 1 2 1 2 1 1 1 2 1 2 1 1 2 1 2 1 1 1 7 1 2 7 1 12.9 17.9 16.1 11.8 • 16.1 14.4 14.4 15.9 17.9 19.9 22.0 , 19.9 17.8 178 17.5 19.7 21.9 24,3 21.9 19.8 19.8 19.2 21.6 74.1 24 6 24.1 21.6 21.8 72.8 • 25 8 28.7 11 6 :0.6 25.7 15,7 8.8 8.8 - 6.7 -5.4 4.7 2.6 9.9 9.9 -8.2 -7.4 -5.8 3.2 12.2 122 •9.0 8.2 • 1.3 8.4 3.5 13.5 13.5 -10.0 -9.0 80 1.0 3.9 14.8 14.8 -11.9 .10.7 9.5 8.3 4.6 11.6 1 7.11 10.2 10.2 8.5 §.6 10.7 11.9 11.7 11.5 11.5 105 11.9 13.3 14.8 14,4 142 142 11.8 13.1 14.7 16.1 15.9 15.7 15,7 12.7 14 4 10 0 17 7 11.4 17.2 11.2 15,1 Ill 10 1 21.1 10./ 10,4 20.4 7.0 7.0 -4.0 •3.5 -3.0 -2.6 2.7 7.9 7.9 •4,9 -4.3 -1.8 -12 3.3 9.8 9.8 -5.4 -4.7 4.2 -3.5 3.5 10.8 10.8 -S 9 -5.2 -4 1.9 4 0 11.8 11.8 - 70 62 5.4 46 4.1 140 14.0 1.0 5.0 15.7 -15.4 -15.4 -7.2 -2.7 1.1 5.8 •19,1 •19.1 -19.1 •19.1 -8.8 .3.4 1.4 6.9 -21.1 -21.1 -21,1 -21,1 -9.7 -3.7 1.5 1.6 -73.1 -73.1 -73.1 73.1 -10.1 4.1 1.1 8.3 -77.4 7/ 4 71.4 -77 4 -17,1 4 8 2.0 9.9 -7.8 -3.9 -8.8 - -10.1 -10.1 -9.8 .5.3 -8.8 -4.3 -10.8 .11.6 •12.4 • 13.3 • 12.0 6.6 -10.8 -5.3 •11.9 -12.8 -13.7 .14,1 -13.2 -7.3 -11.9 •11.1 -14,1 •151 •160 - 14.6 •/9 -13.1 6.5 -158 -168 .1/9 -19 1 I /3 94 .15.6 0.3 4.1 -10.7 orr -10.7 -10.7 -5.2 •0.7 0.4 4.8 -13.3 -13.3 -13.3 -13.3 -6.4 -0.9 0.5 S.9 • 14.7 .14.7 -14,7 •14.7 •7.1 -1.0 0.6 6.5 - 16.0 •16.0 -16.0 -ISO -1,7 -1.1 0.6 7.2 -19,1 -19,1 •19,1 -19.1 92 .13 0./ 11.6 Walls & Roofs -6.7 -6.8 •7,7 At -7.8 - 3.4 -7.5 •3.1 -8.4 -8.9 -9.5 -10.1 -9. 42 -9.3 -3.8 -9.3 -9,8 -10.5 •11,1 -10.7 4.6 -10.3 -42 -10.1 -10.8 -1IS 17.7 -11., 5.1 •11.3 -4.8 17.1 -17.9 • 1.1.7 -14 11.9 6 0 -13.4 5.5 I1560It. -4.5 -4.5 -21.6 -21.6 -21 6 -21.6 -13.3 -5.1 -5.t -26.7 -26.7 76.7 -26.7 - 16.5 -6.3 6.3 -29.4 -29.4 -29.4 -29.4 -18.2 -6.9 6.9 -32.3 -32.3 •.37.3 17.3 -19.9 • 1.8 -7.6 -38 4 -18.4 18.4 18.4 13.1 9.0 9.0 -5.2 -5.2 -16.9 -16.9 -169 16.9 -11.4 -5.8 •5.8 -20.9 -20.9 -70.9 70.9 •14.0 -12 -12 -23.0 -73.0 -73.0 -23.0 -15.4 •!.9 -1.9 75.3 75.3 -753 75.3 -11.0 8.1 8.7 -30,1 .10.1 10.1 .10.1 10.3 10.3 Unit Conversions ft 0.3048 in; 1.0 paf 0.0479 kN /tn' • ASCE J -mt 7 DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE 10 -16 -0S' PAGE ///629e� c7t $ow h State ,3724 So. /54744 Lave Yak w lam, 4/A 78181 Wp o/ Forcds ton Miel R5 r7"d.fsve"Se d /5- -= /5, 5(5. , )(0.75)(2) 4-8. / (5. ca)(Q. 375)(2) - 1 -- /0.3(24.g)(0.. - 75) 4 4 )(D. 3 7 4 3) = 4-00 LOiV i bao /4/,p c/ Ft = / 5 . 5 (s.eo)( 1-8.i(6. ?)(o. _ /7 DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE ID -1I -Q8 PAGE VilleNe.5" dt 50u /6 Stat ... .372456. /547 Larie 7ukwjlc u/A 761n" Seismic Force - /WWawab /e c5'tress 1Je5;9• Ref: 13C 2066 Sect. /6a5, 3.1 arid 45C8 7-05 Serf, 2.4:1 Mapped 4Qec -tra/ Acceleration S =1.25 / ' /3.5 (r0 1 2008 . = fa. 5 51?d C /ass 172 //.s 6 Tab /e /6/.5.1.2(1) 5rns = /156 (!. 25) = /.q5 E. //.1. - � o s = 2 / 3 S s - 3 x.1.9 _ /. 30 E$. /1.4-3 Sees rn is cate D (45CE 7 -05 726 /e //.6)-0 Seismic Base Shear ASCE 7-05 !/ = C s 14/ E , /2. -- O - So I - /.00 l' -2.5 E. /2.8 - Rif C /..300.0o1 0.52 2.5 Loam/ Com h i na tion ("tsef 7 -05 Sect. 2. *. / ) -I 6 0.7E l/ = C ti/ = 0.7(0.52)(W) = 0.364-W ' r S s rn 1.6 Force Kss 3K 3 3 &&- (18x3 (D)f 1 2 = ('4 It C t col is vvl, Can &ro /S & . :8 /Srn1C c26Y7 try lf. / , , ,,L21_c road DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 I'Iwnc & Fax (253) 939 -1373 Uplift Oh Ma/r) 1.1'i;.,S FOrC4 Res /s -6 ;y ..5 ('MUJPRS) -rw P530 ✓ -= 1.2/ DATE J PAGE ½ 7/cqe6 at SOulh StatLOvL ,3724 $& /54 tot L avi e Tukwila, WA 7818' ps 30.- --/0.7 p.-F l)er Mbre /6°7.61.2./ (I) (free p. 7) 7 em pnet = 1.000.2.1)(-10.7) - Up/ /ft on Cohiperii d l e/adoiel Pr1tt -' ?. lw p het 30 .A.7-- t.2/ .7 =/. Chic. /vne 3o 1 Zo-►ne 3 Tab /e /'.z./(2) ( /.), ii) ThC.41 A eh30 = /5.8 i sf 460(1.2005.8)= /9.1 fos f ( ulnluulcnl. Anil ( Ia'I1lili_ - 11011IP%l I h 5 60 ft. Figure 6 -3 (cont'd) Net Design Wind Pressures Enclosed Iluildings Walls & Roofs Net Design Wind Pressure, N (psi) (Exposure 13 at h - 30 n. with 1. 1.0 and 1(n . 1.0) I Inil Conversions 1.0 ft - 0.30411 ,ni 1.0 lost - 0.0479 YN /ml • 1/ Zone w wind ems B Basic Wind Speed V (mph) (en 8 85 9 90 1 100 1 105 1 110 1 120 1 1 10 5 5.1 - -I3 0 3 39 - -14.6 7 73 - -IX 0 A AI - -IV1 A A9 - -2111 1 10 3 - -239 1 2 20 3 3.0 - -12.7 3 3 6 - -14 2 6 6.9 - -17.3 7 7 6 - -19.3 A A 3 - -21 2 9 9.9 • •23 2 1 5 50 4 4.3 • • 12 2 5 5.1 . .13.7 6 6.3 - -16.9 6 6.9 - -IR 7 7 7 6 - -20.3 9 9 0 - -24 4 1 1 100 4 4 2 - -II 9 4 4 7 - -I3 1 3 3.11 - -16.5 6 6 4 - -IR. 2 7 7.0 - -19 9 R R .1 - -23 7 reap L o1 0 loo!! 2 1 10 5 5.3 - -21.1 3 3.9 - -24.4 7 7.3 - -30.2 A A.1 - -313 A A.9 - -16 3 1 10.3 - -43 3 2 2 20 5 5 0 - - 19.3 5 5.6 . .21. A 6 6.9 - -27.0 7 7 6 - -29,7 A A.) - -12 6 9 9.9 - -311 A 2 5 50 4 4.3 - - 16.4 3 3.1 • •11.4 6 6.3 - -22.7 6 6.9 - -23.1 7 7.6 . .27.3 9 9.0 - -32.7 2 1 100 4 42 - -141 4 47 - -13 A 3 38 - -19,3 6 6.4 - -21.3 7 70 - -236 A Al - -28I 3 1 10 3 3 3 - -32 A 5 5 9 - -36 A 7 7.3 . .43.4 A A I - -30.1 1 1.9 • •330 1 10 3 • •65 4 3 2 20 3 30 - -272 3 36 - -10.5 6 6.9 • •376 7 76 - -41.3 A A3 - -43.3 9 99 . .342 3 4 4. . .19 7 3 3.1 - - 100 1 12 1 111 4 47 1 1311 I IA 1 193 6 64 2 213 7 70 2 216 R R1 2 211 1 s.. < JO 1 1 10 7 73 - -119 1 11.4 . .133 1 10.4 - -16.5 1 11.4 - -11,2 1 12.5 - -199 1 149 - -237 1 2 20 6 6.8 - -11.6 7 7.7 - -13.0 9 9.4 • •16.0 1 10.4 - -17,6 1 11.4 - -194 1 11.6 - -23.0 1 5 50 6 6.0 - -11.1 6 6.7 . .12 3 8 8 2 - -15.4 9 9 1 • •17.0 1 10.0 - -186 1 11.9 - -22.2 1 1 100 3 3.3 - -10 A 3 3.9 - -12.1 7 73 • •14.9 A A 1 - -165 A A9 • •IRI 1 103 . .21 3 2 1 10 7 73 - -207 A A4 . .23.2 1 10.4 - -28.7 I II 4 - -.116 1 12.3 • •34 1 149 . .41 3 2 2 20 6 6A - -190 7 77 . .214 9 94 . .26.1 1 104 • •29.1 I II 4 - -31.9 1 136 - -110 2 5 50 6 60 - -169 6 6.7 • •1N9 1 112 - -231 9 9I - -237 1 100 • •2112 1 119 - -336 2 1 100 3 3.3 - -13.2 3 3.9 - -17 0 7 7 1 - -21 0 1 1.1 - - 2.1.2 1 11.9 - - 23 3 1 111 3 . .10 1 3 1 10 7 7 3 - -30 6 8 8,4 - -341 1 10.4 . .42.4 1 11.4 - -46.7 1 12.3 - -31 3 1 14 9 • •61 0 3 2 20 • 6 6.1 • •21.6 7 7,7 - -32.1 9 9,4 - -39.6 1 104 1 - -43.7 1 11.4 - -479 1 1).6 • •37.1 3 5 50 6 6.0 - -26 0 6 6,7 - -29.1 1 1.2 . .36.0 9 9,1 - -39.7 1 10.0 - -43 3 1 11.9 - -31 R 100 5 51 - -240 3 3 9 - -269 7 71 . .1..2 A AI • •166 1 1.9 . .402 1 103 • •479 saaJ6ap f? m LZ < 1 oOW 1 1 10 I II 9 - -130 I I)) - -346 I I63 - -11.0 I IA2 • •1911 1 199 - -2111 2 237 - -25.9 1 2 20 1 1I6 . .I2) 1 110 - -13A 1 160 • •17.1 1 176 - -11111 1 194 4 4207 2 210 - -246 1 5 50 I II 1 - - 113 1 12.3 - -12 A 1 13.4 - -13.9 1 17.0 - -173 1 11.6 - -192 2 22.2 . .22.1 1 8 800 I ION - -ION 1 12I . .121 1 149 . .149 1 163 . .163 I IA I - -IA1 2 21 3 4 41.3 NININ 10 1 1I9 - -132 1 13,3 • •170 1 163 - -210 1 11.2 - -132 1 199 - -233 2 217 . .801 II 6 - -11.3 1 110 • •16.3 1 16.0 - -20.1 1 17.6 - -222 1 194 . .243 2 230 • •2911 II 1 • •137 1 12.3 - -13.) 1 13.4 - -11.9 1 17.0 - -2011 I IN 6 - -22.9 2 22.2 - -27 2 ION - - 110 1 12 1 - -146 1 14 9 • •111 0 1 161 - -1911 I IA 1 - - 2111 2 21 1 • •23 9 3 1 10 1 11.9 - -132 I I).) - -170 1 16.3 • •21.0 1 18.2 - - 232 1 19.9 • •23.3 2 2.17 • •.111 3 2 20 I II 6 - - 143 1 130 - -IA) 1 160 • •20I 1 176 . .222 1 194 . .241 2 23.0 ' • •29 CI i f" _50_ I II I_ - -137 1 12.3 - -I33 1 13.4 - -IN9 1 170 - -201 I IN6 7 729 2 222 - -272 10A . 121 . .146 1 149 - -IN0 1 16.3 . .1911 I IA I • 21 3 • •2%9 !MIA 4 1 10 1 130 • •141 1 14.6 - -13A I IRO • •193 1 19 - -213 2 21.8 • •2.16 2 23.9 - -21.1 4 2 20 1 124 • •113 1 119 . .111 I I73 - -II 7 I IA9 • •2116 20 2 226 2 247 • •269 a 50 I II 6 • •127 1 110 1 141 8 86 I . .176 1 171 - - 194 1 191 • •211 2 21 2 • •2%4 100 I II I - -122 1 12 - - 116 1 13..1 • •16 1 169 • •113 I IA3 2 2114 2 2211 • •24 4 N Noe 9 97 • •1011 1 109 - -121 1 114 1 149 1 14 11 • •163 1 162 I IA 191 2 211 lilt 10 1 110 - - 174 1 146 . .193 I IA0 . .241 1 19 - - 266 2 21 A . .291 1 1% 9 . .147 20 1 124 • •862 1 11 9 . .112 1 172 . .223 I IA9 - -241 2 20 A 2 272 2 247 1 124 50 1 11 -147 1 110 - -161 1 161 . .70 1 1711 • •724 1 193 • •746 7 712 1 191 100 I I I I . .11 1 1 1 1 4 - -11 1 1 1 1 1 $ $ 1 7 1 1 1, 9 2 2116 I I I I 1 116 1 12 (1 2 26 4 9 . 1 $ $01 1 109 1 121 1 114 1 14V 1 141 1 163 1 16 (Al 1 191 1 111 Anil ( Ia'I1lili_ - 11011IP%l I h 5 60 ft. Figure 6 -3 (cont'd) Net Design Wind Pressures Enclosed Iluildings Walls & Roofs Net Design Wind Pressure, N (psi) (Exposure 13 at h - 30 n. with 1. 1.0 and 1(n . 1.0) I Inil Conversions 1.0 ft - 0.30411 ,ni 1.0 lost - 0.0479 YN /ml • 1/ DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 ROor54eaz for Grav;t a.id 14/;-2 .5 /s . 1/R36 29 a. or !/ /c West 1 -R18 II 60- 1•26.74 4 /1 W 7 4 . i 4.1: ,cs 750 = 20( 2. _.26 DATE JD -1b -off? PAGE 1. Vi 116' 9e 5 at South Sta tip ! ,3 724 So. /54? Lave 7ukwr. %, LOA 78181 F Yo RsI: F6_ o. .,o('D)- - 8 4sc O,0023 " F6'.= / `!Co 2 2'2,343 p.SZ < 46 St OE< 0. 0623 2 f6 = /53 (/2) 34 psi <.63, ?Sa Esc 0.0'5'422 *. 3 2.2 • : • • M Ake: pas; t i ve M. 322 -266 l /6, 5 d• 0562 L td.r X/rl7uji ;chess 39q9'S .41 ;66c /Js 01 < r 0.0542 cti c,k • cati't/'l,'ever Aan W f ✓� c� :i /i;�t� • l� uA/, / '� 1�OIs' 'Wir}cll ►6 �" 1.330 f O 26 & 29 Gauge Cladtlillg Panels featuring ZincalUlY1erc,r rwicd die t.ircl eal(nne torflbincS the Strength of slcel with the corrosinn resistance of alu,ntnenn for twice the life (if zinc rnalinµs. H R.16 is A (Itrotg11- 4s1C11e(11Mt111 ',Mitt with full 36 coverage. 1.111.36 is I►reddn►inandy used iri Irtdtls(llal roof and wall applications. U Wilke Cr vcr„np means fewer l,.Inel% to handle aixl install, saving time and money. U .Icing spanning capability; design provides superlw load and span capacities. s,tving money in spurtural summit. Quick. economical Trim packages available as standard trim I,ic'c eS that C ali he ordered by minter. U Curving available lot it unique appearance. • U I ill h tensile steel panels hi 29 and 26 gauge panels available with tilt (iutlttthum caaUng system at Zinfalunte* mos. U Filternl,,ss skylight panels are availabI to malth the mo- nks r,f 11lkt nir taI panels 1114.5(, (Typical Roof Al 11 ur • f 7!1111•3.1 lr' NM ('r.vrrnnr I(I v,,sril 114•30 (1'yplrn1 Wall ApplIcaliun) 11 Ur* -•-) vow. Gat'gt j(• '.Jr I WI. Si I& ll•yfn tin'nn 39 0.74 .n023 .0101 .0501 is 0.9A .0095 .uaa. .0031 !NSA •. UIlbING PPODUC1S S- tin'nn (Irr'Rn .0591 .io.1A t WA ItdA.»3.493i. l.dr)SS fAZ 151/7/-0/9I rnnlsnl, CA Ado.»1.l4CI. Af dNu11 rAz 901.11 14 /I 13 SheerZhI'7 Coo rzecdi t C/ r Wi i U� /ef foot t / f '" '/ L � Lrl d pee ... 5. g 0 /Z 1 [. / J 7 2 ) = / /O, else #/1.- /4. 7a1< Screws at /2'o. C, DENNEY ENGINEERING, INC. DATE /D- 16-02 PAGE )0 38809 191'` Ave Sts " lGc7 e a • a f St Auburn, WA 98092 l'hunc & Fax (253) 939 -1373 72 O. aNe • . .4 P'.L.1 over Capacity /4 . .240'a. sAt. 1=537' See p. 15) • For V? ez . .44 r.► a tt : p u.l, t'o ✓ter- t 1 0 r'opo r t e-rya r io 6 r c - rh eie? FAOr 2¢ 4, Pull-over . 5 :37(& o /72/0 02L1-7) 37 . 374. / , of . S. on 374/78 3.79 Sad ou.t: ca et.it !v, lye Z. _ ' pee p ,•• 1/3 ».r. /o4 0k F. S..;(; bs' 113 //t04)= /0.25 0/< Lisa. *7_1. --1 l / <' Screws /2 "O. G. • 2– 1 bLATED t TEI!L 6 Et.P•bRIILL IIVta 1;P� ?f'p�'�jrp • fir' r1 ;1 ; t ; .': .y 1 �7, ' i• r111'S:CAI, rl(()rl ?,t7'Ir1 I Icn11.•Across r1nts: .312..105 'Ihtexel Dia. (O.I).): .215..0.o9 1'h►crttl 1)In MD.): .164-.1157 PU1.1. OUT SIfl :NuI•II: Ir4 JNI)s UL?IMA•fE) M 11111A t. 011.!1ti•••• +k=!. tiA0,r 1'Ill ?1.)itll.l. UTA, AVP.. 1'Ut..l, OUT� lt'OI1N11S) rum. OVER STfILNVT)it 1110UNIA UL'1'IMA'IT) r5 0 1J b 1,t O. WA.S111i1( ulA M rtiu Nnne 5/8" 4Mrn ISMtn. -• — ffweemer MATIW.IA1. (GA) rtrcOMMLN1)EIJ MAXIMUM 0 IL1,INdiTr11CKNrss; I'1. GA. , 1.11)4) , t. !SIK51 ' . : KS! rmrer4tr21 =-, Mtn ..... - r-- nerr_� rt_•• , -•rr - i'1()E.1.)1t11.1.,IN ,1 NOT 1(1.1011111( ?tl IIA511 1114 _) 931 710 4 - - - -• 20GA •.. (.039)' - 1338 ' N/A 1390 17191, 1323 s'r1 =r..L SI1P,F, ING 22 (A. (.034) GALV. 1008 1344 1445 MIn. 'rcnsile: 7 founds 'rntzlunnl: 9% Ins. -1bs. MIn. Slim.: 7.d : O Pounds 24 I•A. (.1176) GAIN. 1193 113 1008 1010 15 VA. (.064) 50 KSI 708 120 ' 763 14 GA. ((.002) 50 KSI WASHER 'IYPI1 REt:URIAIEP40I;t) )//RIVING T0 I.S: • ;900.2500 RPM Serowdtivet 4 !tapped 1114 kith 10C61Int note piece ID prevenliovetdilvIng end sit Ipuul. (Du rnrl 1140 Inry/ac1It14 1ylre titivate .1/16: A pprnz. (701•1 Urlcktlet of AWN ng tend ut Aelutri InebtIng contpr I1lsulallun thickness.'1 h1,• u may vasty dr.pemIIng 1111Un typ u( a5 el iby hIng iltmed,) 111)X 6114. VAti 1t(CI Ai SPRING. 1 VYOMISSING, 1'A. 19610 11S•)/( 751 rnx: .176.115;1 A Atli A ('111( :A1 :1y 1 tOS A 1A1.4M 5041(nS$T MIS % lu ('A„ '1'.!1ryt'111 .070 Al. tnnscgIt1 )00) NOT z�' 'zsr..- •::ter =c�c. .035 Melel scnl1n11 wnah used rue pull over letting. DENNEY ENGINEERING, INC. 38809 191" Arc SE Auburn, WA 98092 I'hunc & Fax (253) 939 -1373 DATE 10 -16 -oR PAGE /lo Aq r e S at 5Qqu th Sta tjo A .37245o. /547* Lavie Tukwila, ulA 78/8'8' . Ptcr /Art es/9v cud/ 6e Gased on -sty /l carports With 9'x ;8r sty / /sizes. Me desk / n , w( /l 6e Velbd fry /^ l - �.-�. ��! cI rea e,v- -s /� carport 5 a ter S� -'vie. or /esser stall cr tension s. Roo( 6ea is and COlu4v5 ca' /rd /so be des; 6 e scd on bttr /i✓1 10 ds' ►o►-sti - all c6r ores, dcs / y n w (/ also 'be ; V 8 lid lOr Or n iglu •a ,Mon s r_7ttd t5rv1. alter- stall S,ze5 • •Oxeebtlons: C'a rp o e t� w /�r`�, He '' 3 dn. cualkwa.qs re3ucre .sbcc/a/ c:a/cctldtrons for pu.r / (ech4; aittd colcikm S. For' Carports wiz% odd vuct4c6e4-s of stalls, W/z% no Ove, hizj,) aJ' t/ e pur /ph / s a dne even; isep8rdi purl y/ L',y/CL!/ /oy(S c7re /k1C' /ud ecl. DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 l'honc Si. Fax (253) 939 -1373 p m & v r - a ll Carport L t a // size W I C/el =9' L ejh9L% Ana /ysi..5 will 6e va /p for j / /Fr ,sta// srze s w = w -243 4.37k M 0.264._1 2 .z .e4. A ' 2 M I= O.2 4-.3 (1 - 9.34. 0 8 . ?' 4.37 k DATE ID-1L-02 PAGE )7 VP /67 e s at south ,3724o. /54t/i Lave 7 i la, 1LtIA 78181 9.e4!k• /_ /se C. to ,��. x i4: q i� _• f 0 1 <st rrn�n. 4/10 / onid naJ '•I :/' 73 (5 22) Reac th ion R=143(3& /2) ) ;'9;37k c�' 1�✓�s for 3 - Sz` Carports W=26.2(9)=7236 M rr' R, =l•r9k M r DENNEY ENGINEERING, INC. 38809 191" Avc S1 Auburn, WA 98092 1'honc & Fax (253) 939 -1373 5.38 k' 1- R2 - 4.7Sk = 236 (9) = 9358 = 9. 56) ke =/.59k M + 2 3603 4- 9) ?) = 5376 k' = 5.38 k' 2/8) = 23( (/8 = /593 2(185 = 236 084- rot = `L779 # 4:78 k 277S) S) DATE 10- -1b -o2 PAGE 17A Villcceies att Sou Sta t�o� 3724.$o. 1547 Lave 7ukCDla,14/A /81 M 8y / ra sp e d Y0-r7 ) ( _ ! 7 0 - x 3 x /4-1a. 5=50 ksL �rl /frr_ ( /5e ,r/..;c0 I or 5 -51:a l/ C ii'pore , //v).5. s 7 r to - SYs /l C rp r'Z` s CO= 2 '7( 9 ) = 2 q3 * / U) = 24.3 l Iv M 2. k / r1i . 8y 1NSp c. Io7rt DENNEY ENGINEERING, INC. 38809 191'` Avc SE Auburn, WA 98092 1'1 unc & Fax (253) 939 -1373 DATE )D -)b -oS' PAGE 1 ? Vil/6 at South Ste two . _,3724 &. /547 Lame `Tukwila, IVA 76/F8' 3 t,L c/ 2.veo M + rnaK. -- 2. 61 k, .-6 C in IfitidiriOr 41,3,45 , Use .1 = q,' (cane Llsc C/o x 3 x! 4 v a. _ Fly b k st 724,1;4,. A/ low a' /e m o 1'J en t 11. k (see p-22) 2 JOINT NUMBER 1 2 3 JOINT 1 2 3 MEMBER NUMBER 2 Full 4 Partial ^.Bon UNIFORM LOADS (k /ft) --- COORDINATES - -- X(feet) Y(feet) 0 10 36 SIX -STALL CARPORT PURLIN 0 +L 0 0 0 X RESTRAINT Rigidly restr'd Unrestrained Unrestrained 1 F 2 F 2 F 3 F 'LEFT' END 'RIGHT' END Jnt. F/P Jnt. F/P JOINT INFORMATION JOINT MOMENT (k- f t) X - O FORCE (I(i ps) Y- 1'ORCE (kips ) -9.04 0 0 0 0 0 9.04 0 0 SUPPORT INFORMATION Y- RESTRAINT Rigidly restr'd Rigidly restr'd Rigidly restr'd MEMBER PROPERTIES AREA (in2) 1.87 24 1.67 24 MEMBER LOADING INFORMATION ( - - a -- )11,11, V V V V U 1. (---- d - - - -> ROTATIONAL RESTRAINT Unrestrained Unrestrained Unrestrained MOMENT of MODULUS of INERTIA (in4) FLAST (kui) MEMBER UNIFORM PARTIAL SPAN a b TRIANGULAR c NUMIIIiR I.OAD(k /ft) UNIFORM LOAD (ft) (ft) LOAD(k /ft) (ft) 1 .;'43 '' .243 29500 23500 TR IANGULAH • LOAD • (k /ft.) v v v I`1 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 (f rght) END SHEAR kips (+ up) 1 1 (L) -9.04 0 2.46025 2 (R) 4.9215 0 1.91375 2 2 (L) - 4.921501 0 1.91375 3 (R) 9.04 0 2.46025 D 2.46 -9.84 1.91 2.61 -4.92 2.01 • SHEAR (kips) -1.91 -4.92 -9.04 MOMENT (k -ft) SHEAR (kips) -2.46 SIX -STALL CARPORT PURLIN 0-14. Member Number 1 Joint .1 'Rght End' = Joint 2 AXIAL LOAI.) = 0 kips SIX -STALL CARPORT PURLIN 0 +L Member Number 2 'Loft End' : Joint 2 'Rght End' = Joint 3 AXIAL LOAD = 0 kips MOMENT (k -ft) DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phunc & Fax (253) 939 -1373 pu.r /;, Allow26le Movievtt C10x3x /4 Ga. DATE /D - lb - oR PAGE 22 1/2// e,5 dt Sou/6 Std two .3724 So. /547'1/ Gave 7ukwlc,14/A 761$8' 4= /. / 9 gy = /.02 e J= 0.442023 C = 2¢. 366 6 4.40 2 G = l / , 300 ks c : E = 29, 50o ks i (5ep,o.2324 G/n h r �. C e S / / 1'i t J j = 9.0 ' l<=- 1.0 end n cap ro��+ tip for lateral t_ orr,orv;, 6�ckh;q 21.38 ksi C" = '1/E = 9.87(2 9 , 506) k 7/ /y) (/. 0 x. 9 x /2/1.028 ) z (7't= 1 A(RD) CJ �- Cw (/< U _e) 2 1 �ll, 300(0. a02o2 3) - 1 - d 7(29,5 d 0)(2413 06 /. / /(4.142)Z (l.00r 9.o x /2) — 27.2/ ksi. M = A P G 4J = 1. /911(4.402)71 = 146-g l< =1,1 k 11//0x. mo evtt = 7.8q. c ,' 1/.73 // > 9.64 k 01< / /se C 70 x 3 x /4. 6a, pur //v15 �/4„ rlak, 9e wt 4/1-4 Ok too) STRUCTURAL PROPERTIES • f;cc llon Typo boelgnator Flange Width Tim sfudural proporilos Included In Ills brochure have bean computed basod on the American Iron and Stoat Institute 'Spocifkatlon for the Design of ColdrFomned Slnrclurnl klombors', 1906 od'Alon, Including the 1909 amandmonts. Thickness - Stool Components' • Gauge Dn.lgn Thickness Minimum ThIcknoss (In) (In) 25 .0100 .0179 22 .0203 .0289 . 20 .034 .0329 10 .0451 • .0420 16 .0566 .0530 14 .0713 .0677 12 .1017 .0968 Uncoated Tool Thickness. Thidutess Is for carbon shoot steel. Mlnlntum udchnoss represents 85% of the design thidcnoss rind Is the mWmum. aCOOptabb thidcnoss dolNOrod In the lob 010 basod on Section A3.4 of the 1106 AISI notlnitIon of Slfuctural Propotty Symbols Gross Propo s Moment of Inetlla of the gross section about Iho X•X axis (strong aids). Radius of gyration of the gross section about Iho X•X axis. 1.lomont d Inertia of the gross sodlon about Y.Y axis (weak axis). i radius of oyration d rho gross section about the Y•Y ;yds. -S- Ellodlve Propedlos Torsional rropodlo, S Ellodlvo soctlon modulus about the X•X axis (strong tads). I Moment of Media for dolloctton calculations basod on 'Procodure t for Dollndion Dotorminatlon' of (ho 1906 AISI Spodllcetton. Y Maximum dlstanco from Iho oulsido of oltter Mango to rho conlor of grayly of Iho offodlve sodion. M,: Allowable Bonding Moment - Uosod on rho ollodPvo section modulus end the allowable shoos Including the strength lncronso Item coid•woik of tomdng (AISI A5.2.2) where appllcablo. 4: SI. Vonant Torsion Constant C,: Torsional waging constant 'of Iho socllon X,: DistanCO from the shoot contor to the contralti along Iho princpal X•axis. Ii,: Polar raelus of gyration of Iho section about the coniroidal principal axle. �• I . (Xo/Fto?' , . STRUCTURAL PROPERTIES sac Nolo 1. Below For Yield Strengths 1101�C: 1. Elleclive properties based on r1.5011s1 Int 17, 14 and 16 drug.. secliOns. Fr "33kii lot 18 gouge sections. 14 ond 16 gauge sections may he produced with r .33k11. rot 3311si 14 and 16 gouge seclions. multiply nameable mMaenl by 0.66. (Contact monulncluter lot ovoiloblfily) 1. Elite live prnperlies ond plowable Moment Inr.nrpornle 11.n strength increase lions cold of Inrming .here 0006coble. (A151 A5.7.2). 3. rot deflection cnkutnlions, use the elleclive mnmenl ell merlin. 4. . Web heiphl In thickness eveeeds 700, Weh sullener required of suppml points.. (1.151 01.7) 5, 1n1►uloled areas me hosed nn. the lull 11n tn r;rnss section nl the nisi menthe,. 6. for went. - n.is nrienIAlions, Iechnieal nsslslnnce In ieq•tl. Contact the mnnulncluter lot this assistance. Slillenet ( - 0.675' miniMurn los • 12, 14 and 16 gouge 0.50' minimum lot 111 gouge ft ' MJ SECTION -15- WJ SECTIONS ~ I 1 - 11 Still lip 2 .1' EJ SECTION 1 .625' Wn. WJ SECTION J GROSS PROPERTIES (rrcc11Vl: PROPERTIES TORSIONAL. PROPERTI[S SKI ION eo Weight (inn Ih 0.612 0.766 1.361 /11) I., (in 4 ) k. (in) In (In 4) R In S.. (In 3) 0.644 0.840 1.203 I.. (in r) 1.607 7.087 7.173 Yee (In) 7.745 2.190 2.107 lin i ± I 1608 2117 37.00 (10 -10 0.654 1.778 3.658 ` I n ) ( i n ) 400'N.116 4 00WJ14 400WJ17 7.06 7.61 3.61 1.720 2.146 7.901 1.681 1.671 1.654 0.1511 (1.937 1.143 1.11.1 1.106 1.002 7.713 3.395 4.524 -2.634 -7.618 -2.616 3.317 3.799 3.270 0.369 0.370 0.363 6O47W.116 600wJ14 6f /J1: 0.773 0.709 1.765 7.47 .1.09 4.30 4.311 5.360 7.323 7.436 2.431 2.407 0.873 1.019 1.437 1.097 1.090 1.066 1.103 1.447 2.177 4.005 5.460 7.237 3.317 3.256 3.140 '2758 3610 3433 0.774 1.540 4.360 6.307 1.845 10.333 -2.332 - 7.311 - 2.307 3.540 3.3.11 .1.500 0.168 0.360 0.566 000WJ16 he0WJ14 000wJ12 IO110WJ16 1000WJ14 I000WJI1 0.030 1.051 1.460 7.85 .1.511 5.00 0.344 10.4011 14.777 3.153 3.147 3.119 0.957 1.103 1.578 1.068 1.061 1.037 1.137 2.146 3.213' 7.a43 9.1A3 14.094 4.495 4.706 4.164 3634 5354 11016 4752 •8974 10914 0.895 1.7111 5.061 • 1 ' ,.1 11:952 14.724 19.076 1 4. 06 ' -7.401 -2.086 - 2.072 - 1.916 - 1.907 - 1.085 3.936 3.972. 3.885 4 4.40 . ► 0.716 0.717 0.716 0.812 0.813 0.013 , 1.19 .0 • 314 4.06. 5.69 14.(353 17.549 24.164 3.1143 3.834 3.802 1.021 1.283 1.604 6 1.07 1.90% 2.795 4.386 13.409 17.029 73.349 5.810 5.440 5.161 1700WJ16• 1700WJ14 1100W.11) 1.065 1.336 1.875 .1.62 4.55 6.311 21.660 27,0711 37.394 4.511 4.501 4.466 1.072 1.325 1.767 1.003 0.996 0.971 2.275 3.309 5.690 20.797 26.5116 36109 7.188 6.171 6.19% 5677 n256 11716 1.137 2.765 6.463 79.1102 36.790 49.995 - 1.764 -1.750 - 1.737 4.946 4.931 4.8118 0.073 0.01* 0.874 . STRUCTURAL PROPERTIES sac Nolo 1. Below For Yield Strengths 1101�C: 1. Elleclive properties based on r1.5011s1 Int 17, 14 and 16 drug.. secliOns. Fr "33kii lot 18 gouge sections. 14 ond 16 gauge sections may he produced with r .33k11. rot 3311si 14 and 16 gouge seclions. multiply nameable mMaenl by 0.66. (Contact monulncluter lot ovoiloblfily) 1. Elite live prnperlies ond plowable Moment Inr.nrpornle 11.n strength increase lions cold of Inrming .here 0006coble. (A151 A5.7.2). 3. rot deflection cnkutnlions, use the elleclive mnmenl ell merlin. 4. . Web heiphl In thickness eveeeds 700, Weh sullener required of suppml points.. (1.151 01.7) 5, 1n1►uloled areas me hosed nn. the lull 11n tn r;rnss section nl the nisi menthe,. 6. for went. - n.is nrienIAlions, Iechnieal nsslslnnce In ieq•tl. Contact the mnnulncluter lot this assistance. Slillenet ( - 0.675' miniMurn los • 12, 14 and 16 gouge 0.50' minimum lot 111 gouge ft ' MJ SECTION -15- WJ SECTIONS ~ I 1 - 11 Still lip 2 .1' EJ SECTION 1 .625' Wn. WJ SECTION J Roo(' /3eaiiis @ En / FrdMes 4 37/c 5 DENNEY ENGINEERING, INC. 38809 191" Ave S[ Auburn, WA 98092 I'honc & Fax (253) 939 -1373 5 4 37 k' /14�137('5) - /< dry W8 w/ F4 (50) = 33 ksI 3 res'cl = V. 8 = 7 11 33 : DATE /D —/b-oR PAGE '6 4//7es dt SoaM St 3 7215o. 154f/t Lahe 7ukcui/ l(/A 7 818 ' Load P= 37 //' (5e,/7) - s 1/1/6. !o fy =so ksi, = ' 7.8' 1 ':' 7.95 A' O vers tine s s - (, e _ D IG� DENNEY ENGINEERING, INC. 38809 191' Ave SG Auburn, WA 98092 I'honc & Fax (253) 939 -1373 e4 /t1.>>'LnS /14ai s'. /_ o dd _ `t. 372) = 3. Tr 6 x 4x 3 %G /5 410 = 3..52" .�. =Jam. 81" 1= 2.10 Q - 7 l‹.Q /rx 2 ./D(7x1 2 )�2.23 =79.(0 C� 0. 376 74-k 1S5C rx =2.23" c /1(. 0.71 / = 0 . 3 n / ( 4 4 ) - 0 / 8 . 2 2 ks ��. 8.74 = 2,40 ksi < ‹. / J/< .3.5'z Sy =4:6Co C' 11l_(v Lorrc / vtd /5e15 Tntc / = 2.64- 4 - /32 fi er colurnll. O. 7. (" /. 33) _ .f-s: 39 ks i DATE /D -l6 -o2 PAGE VJ//c± at 5oa /h Sta ,3724 o. /544 Lave Tukw j /a , It/A 76188' CAec�< I3end1•7 , dae to La tern / force. s 7"r v,sversc 10 = 'O d /mow. / � &" C C /11. en 4O /z 2 O d �r /14 = 2'O4 (7), / spa 'IA r-� o. eo.th (am) C/. 3 3) O. 38 J s x : 2 `-'2' s t •G- 4 , g' /<s e ok 5.8 / • ---- h4 lel :a� �tr'e s s es "33ec M = /3200) = 924 #1 ibY 1- / /.; f 11.5S /, x4 x -� / %a co/uryirIS f, _ 41e■4st 2.38 As t. � DENNEY ENGINEERING, INC. 38809 191" Ave S1; Auburn, WA 98092 I'hunc & Fax (253) 939 -1373 DATE /0- /I -0S' PAGE Viilccle6 � t 5Ou /l� St ;3 7 2 J \So. l54 7 L avt e 7 u/A 76/81 FootIkys Max. Load P= 4.37(2)74 8.74k dye C'u to y o r y 4 So l/ per Ta6 /e /804.2 T o 1 ,4,55P-- 2060 psf 1or foot1y115 /2" wide 4i 1 2 "dee p ?_0 % /rlcrease for e &cA addr,f itroal foot of wielfi,. a id de/0/6, ray Ft:?. 2 4" d r a x 3'-‘" deep. The.41 A 58P = 2000 f b.20[(2- /)-1.(3.5-1)7(20:4 = 3400 psf F2-9. area 1=3./4- sf S8P -- g744 ^ 27831osf < 344o0 psf Ok 3.14 Need 2' dia, x 3= " deep Pt?. for ccp/1 ft (See /. 29) Lase 2 di. x 3L6" deep ftg, = 7' b DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 I'honc Si Fax (253) 939 -1373 ,53 h P = 406/2 = 200 (WI n d force) G. ca /arn ns 2� rSe.ct. 1864. 3.I 5 = 150 + (3.5 -1)050)(1.33) 650X pcf '-DLF d = 425(200)(7) — 2.14' < 3.50' 0k 650(2) J . ee repo-4;446)46 for upli f't next page DATE iD -Ib -obi PAGE 'L8 VP/89e t $0u /4 Stator j724 -So. 1547 Laoe Tukuaila, k/A 781Se Foo ts' v y rq'd for Lateral &ar/ ;/t c Ose l l rohstra,ned rrn u la per 113C 2Q( Sect 1805.7. 2.2 E. 18 -2 .yeptI c -A 25Ph DENNEY ENGINEERING, INC. 38x09 191" Arc S1; Auburn, WA 911092 I'honc Sc Fax (253) 939 - 1373 DATE is--1L--o ' PAGE :9-ci VigQ9e6 at SOu /h Std to11.. 4 3724 So. 1 ,54 Lavie 7 Lkco lo, 14/A ? 8 ! g e lroo't�•n� 1./pl I f —/2.9 ps F (see p, / Dead Load Re oF. o4. t. psf ;/1)e Up/11F // :57.s ( /1'Ft p &,- column /1.: (/ )L _;,3707 C i cYrie • 7.7heory L d»d 7 ,0;1 =1g4 Cc Try cJ 2'- 0" A= 3 d /i2_ /.00 a.= /4, &an .3 / ° -.. 0.50)(0.60)=z.10 r .. 1;74a. ._ 1 1-2,107r. 3 . / 0 ' As - r /j n 3/ =O./W/0660=5. 1/0l. 0,(...DraCreed. 'iro/ / At 'il(2. 06) 2 (3.50)/4t = /1.00 CP 1 /°/. 0/1,56;/-=' ' � i ! r ? _ /72 /A -- A,) Val. oc e0 6- r, 3[(3.X0,'(5: / -(/.« t( /:(p7)]--i'o = 3 ?.z11 CVz', a /2Cm/4014,7 • :11,97.(9)u•a0'go • a ;' :sk'e Pola =150(. 33)( ©. 5o)(2. e) - 50 7 Crib. (/ /.04(15o) +(3Y.23)(120 ) +58 /0364- /0.364. :3749 2 C �:�� �• �� 70 OR 4/ie ,4 . 2 S,. . 3 e ^, ACTIVITY NUMBER: D09 -143 DATE: 07 -22 -09 PROJECT NAME: VILLAGES AT SOUTH STATION - CARPORT 11B SITE ADDRESS: 15438 38 LN S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTM NTS: ilding Divi io n Publi Work Complete Comments: V i - L APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/rouling slip.doc 2 -28 -02 0 PERMIT COORD COPY. PLAN REVIEW /ROUTING SLIP AM APP 7 - '' - G D1 o'i Fire Preven on Planning iv ision Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n ❑ Permit Coordinator ❑ DUE DATE: 07-23-09 DATE: TUES/THURS ROUTING: Please Route g Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Not Applicable Approved with Conditions gi Not Approved (attach comments) ❑ 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 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 Et 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 Lai 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 S a https: // fortress .wa.gov /lni/bbip /Detail.aspx Page 1 of 1 08/03/2009