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Home My WebLink AboutPermit D07-303 - PRINT MANAGEMENT - AWNINGPRINT MANAGEMENT 6700 S GLACIER ST D07 -303 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Phone: Value of Construction: $3,710.00 Type of Fire Protection: Type of Construction: doc: IBC - 10/06 7888900080 6700 S GLACIER ST TUICW Cityf 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 PRINT MANAGEMENT 6700 S GLACIER ST , TUKVVILA WA PTP PROPERTIES LLC 24404 NE 11TH ST , REDMOND WA 98053 Contact Person: Name: MARK MEANEY Address: 18435 OLYMPIC AV S , TUKWILA WA 98188 Phone: 425 981 -1278 Contractor: Name: RAINIER INDUSTRIES LTD Address: 18435 OLYMPIC AV S , TUKVVILA, WA 98188 Phone: 425 - 251 -1800 Contractor License No: RAINIIL066QP DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: Expiration Date: 12/31/2008 DESCRIPTION OF WORK: INSTALL NEW AWNING OVER EMPLOYEE ENTRANCE. 15' W, 5' 6" H, 7' D, 8' OFF TOP OF LANDING. Fees Collected: $203.19 International Building Code Edition: 2006 Occupancy per IBC: * *continued on next page ** D07 -303 12/11/2007 06/08/2008 D07 -303 Printed: 12 -11 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: doc: IBC -10/06 City o.)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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start lime: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start lime: 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 Number: D07 -303 Issue Date: 12/11/2007 Permit Expires On: 06/08/2008 Date: 0- I I -07 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: c-Ufr7 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. D07 -303 Printed: 12 -11 -2007 Parcel No.: 7888900080 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 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 6700 S GLACIER ST TUKW PRINT MANAGEMENT PERMIT CONDITIONS 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 11: 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. * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D07 -303 ISSUED 08/14/2007 12/11/2007 D07 -303 Printed: 12 -11 -2007 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 CGo/tr "ere Date: /- -/ 7 D07 -303 Printed: 12 -11 -2007 SITE LOCATION Site Address: &770 sd-U c'i.4ct1 5T Tenant Name: e f 2 1ZL tar Ma.sAAFItAe- err Property Owners Name: parypeariEs Mailing Address: 460 V{ (> City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Mme- G4 n Mailing Address: 1643 S Ots- [/Vw ic- AJE■J M4- M 124I1\11E1Z• CCM E -Mail Address: GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Company Name: Mailing Address: CITY OF TUKWIL,,,, Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.d.tukwila.waus 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 ** 124 1J J D uS 7 12fF - S , Leo 1 bet 3S WAAP 44 Sc" I1 P, 030 le-e._, reyv 1,6 oS- I4t ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Contact Person: E -Mail Address: Q: W pplications\Forms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh Building PermNo. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) King Co Assessor's Tax No.: 7S9C Suite Number: ^ Floor: 1 .8� New Tenant: ❑ Yes L' .. No AI State Day Telephone: e 3S 1 - 1278 5 8 - V' 98 18f3 City State Zip Fax Number: (ft_ 2G 25 1 — 60(5 5C - TTLs WA- 98/88 City State Zip Day Telephone: (42.6), Fax Number: @2S) 2-G1 — Expiration Date: 13 fete, State State 6s Zip Zip Zip City Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFORM 'ION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ 5 (7 IC) Existing Building Valuation: $ Scope of Work (please provide detailed information): ( ' - - NIEVJ P. 4 OJE12 cm? valet 1 5'---(n" VI 5 - 1-i , - 7 1 6 ~ 'V , 8 oeF To'? op 1Ai ) . Will there be new rack storage? ❑ Yes o 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): r V7? 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: FIREFROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there'e 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: \Applications\Forms- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type Construction per IBC ' Occup of per IBC 1" Floor gib, t IV .s(a ��► 2 Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORM 'ION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ 5 (7 IC) Existing Building Valuation: $ Scope of Work (please provide detailed information): ( ' - - NIEVJ P. 4 OJE12 cm? valet 1 5'---(n" VI 5 - 1-i , - 7 1 6 ~ 'V , 8 oeF To'? op 1Ai ) . Will there be new rack storage? ❑ Yes o 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): r V7? 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: FIREFROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there'e 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: \Applications\Forms- Applications On Linel3 -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. 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 OVVIZpR ) ED AGENT: Signature: / / cc% Date: en 0 7 Print Name: /frka.e. Mailing Address: 18 C( Y A4flic Date Application Expires: 024 I Lt 1/01 Date Application Accepted: nitc-t[0 Q: Applications \Forms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: IZS /Z W14 98/88 City State Staff Initials: Zip Page 6 of 6 Parcel No.: 7888900080 Address: 6700 S GLACIER ST TUKW Suite No: Applicant: PRINT MANAGEMENT Receipt No.: R07 -02720 Payee: RAINIER INDUSTRIES TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description Mel.. Raraint -06 BUILDING - NONRES STATE BUILDING SURCHARGE 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 RECEIPT Initials: WER Payment Date: 12/11/2007 09:58 AM User ID: 1655 Balance: $0.00 Amount Payment Check 50272 124.92 Account Code Current Pmts 000/322.100 120.42 000/386.904 4.50 Total: $124.92 Permit Number: D07 - 303 Status: APPROVED Applied Date: 08/14/2007 Issue Date: Payment Amount: $124.92 5918 12/11 9710 TOTAL 124.92 Printarl: 12 -11 -2017 Parcel No.: 7888900080 Address: 6700 S GLACIER ST TUKW Suite No: Applicant: PRINT MANAGEMENT Receipt No.: R07 -01695 Initials: JEM User ID: 1165 Payee: RAINIER ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 48357 78.27 Account Code Current Pmts 000/345.830 78.27 Total: $78.27 Permit Number: D07 -303 Status: PENDING Applied Date: 08/14/2007 Issue Date: Payment Amount: $78.27 Payment Date: 08/14/2007 08:57 AM Balance: $124.92 1543 08/14 9710 TOTAL 78.27 rinr. RArAint -06 PrintAri• 08-14 -2007 Project: / /s7 /7/V4V /1 Fnr` ype of l�pection: r - 7/V/4 / COMMENTS: Address: 6 706 S 6G4( Date Called: � -400-vv. Yer- ,M� e [Eke1%W - L Special Instructions: Date Wanted: /U -/a-e' a.. . Requester: Phone No: ,25 -25 / 0 13 .Approved per applicable codes.crrections required prior to approval. COMMENTS: C - - � - ) 0 v c ai,t.s. C c7Av - 4; a,, C-c�w P (c 4 � -400-vv. Yer- ,M� e [Eke1%W - L , INSPECTION RECORD Retain a copy with permit Po 365 PERMIT NO. INSPECTION NO. CITY -OF TUKWILA BUILDING DIVISION E% 6300 S outhce nter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 // 444-4 sae or: 1Da /0 0.00 REINSPECTIO FEE RE IRED. Prior to inspection, fee must be aid at 6300 Southcen er Blvd., uite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: TVne of Inspection: ,. /0 n i-exi b4 .. 5 -- 7- - 7 r - Air__PA /2. / i/o ,,u, C 44 -t— ( (Az / is / oe-e-r" lit Ai VC A i..-r e-d A F Jr; 1 ( 4 e e F(A-44 L Sp I c4-0( L-7- 6 ) 7 ftw 4 !Ai 44--7 Al u,gr IP - Date Waisted: iv . _ .m. Requester: Phone N o. 4 6 - _9s . /... i v:3 7 Project TVne of Inspection: ,. 7 7A//5 i Address; Date Called: Special Instructions: CAI 1 g ; 6, r '7Le kil TIA t :T . t 1,- e 4. ,A ef k 1 D k A u C i �r f 1 "A e , itlitt • A k Date Waisted: iv . _ .m. Requester: Phone N o. 4 6 - _9s . /... i v:3 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 't 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 a Approved per applicable codes. Corrections required prior to approval. \A rate: 5 - ( 4 5s „ El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: r411-Sv rt. hoc Type of Inspection: Ftp-iAt_ Address: - 410° Z41,4 Date Called: Special Instructions: . Date Wanted: a.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a ropy with perinit .601.3n3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1? i2 4q f e sr43>,D 4a ,^t, d , o , L , f vTr 4,7 °X s/ Inspecto Date: z ( El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: t r r `^.. cppicl',.. I ) •1 7 7 fi J i. �.. 1 .f o (.'r C STRUCTURAL•CAtCULATIONS Print Management Awning 01.07257 S JOB NAME: JOB NO: S2 License and Non Disclosure and Reproduction FILE COPT Permit Flo. CLIENT: Mark Meany Rainier Industries DATE: November 20, 2007 Ownership: This document and the Enclosed are copyrighted by S2 Specialty Structures ("S2") 8076 W. Sahara Ave, Las Vegas, NV 89117. All rights reserved. This Is not a sale or transference; all right, title and interest in the Document (In both electronic file and hard copy) belong to S2 Specialty Structures. IMPORTANT NOTICE TO BUILDING AND SAFETY PERSONNEL - The enclosed calculations and hard copy prints ("Enclosed ") are copyright protected by S2 Specialty Structures ( "S2"). It is understood that while the Enclosed may be required for verification of structural design and approval, his not necessary for the manufacture or construction of the structure or its components. It is the express wish of S2 that these proprietary calculations not be returned or redistributed to anyone other than the copyrighted owner as referenced In the ownership paragraph below and that any unecessary submitted copies be returned or destroyed. CITY TUKWILA NOV 2 6 Z007 PERMIT CENTER 8076 W. Sahara, Suite B, Las Vegas, Nevada 89117 Phone: 702.240.9956 Fax: 702.313.9394 SPECIALTY STRUCTURES Pnnin . r tiny 2 0 2001 EXPIRES: j- 3-n¢g REV A A A A A DATE BY DESCRIPTION EIVED CORRECTION LTR# ' C)3 Basis For Design 1.1 BUILDING CODE: 2006 INTERNATIONAL BUILDING CODE 1.2 GRAVITY DESIGN: ROOF LOADING DEAD LOAD LIVE LOAD GROUND SNOW LOAD ROOF SNOW LOAD 1.3 LATERAL DESIGN: WIND LOADING BASIC WIND SPEED IMPORTANCE FACTOR WIND EXPOSURE DESIGN WIND PRESSURES 85 MPH 0.87 FOR WIND C 11.37/ -13.69 PSF SEISMIC LOADING FOR THIS STRUCTURE, WIND LOADS GOVERN. 2.1 STRUCTURAL STEEL: SHAPE STANDARD ROLLED SECTIONS MISC. BARS AND PLATES PIPES TUBES CABEL BOLTS (EXCEPT IN WOOD CONNECTIONS) THREADED ROD, EPDXY BOLTS, STUDS AND BOLTS IN WOOD CONNECTIONS WELDS STANDARD ASTM A992 ASTM A36 SCH40 ASTM A500 ASTM A475 ASTM A -325X ASTM A -307 E -70 SERIES 3.1 ALUMINUM DESIGN: EXTRUDED 6061 - T6, MINIMUM YIELD STRESS 35 KSI. 4.1 INSPECTION: AS REQUIRED BY THE GOVERNING MUNICIPALITY. SELF WEIGHT + 0.25 PSF 5 PSF 25 PSF 25 PSF (MIN DESIGN SNOW LOAD) Fy (UNLESS NOTED OTHERWISE) 50 KSI 36 KSI (U.N.O.) 35 KSI 46 KSI 60 KSI 07257.01 1 of 19 Connection Check Attachment of Top Tube to Concrete Wall Review computer design output for worst reactions. Per shop drawings, 1"x1 "x0.11" aluminum tube will be attached to 3/16" Z- bracket at 32" o.c. with (2) #14 x 1/2" Tek screws. The Z- bracket will be attached to concrete wall with a 3/8" dia. by 5" long expansion anchor. Assume maximum tension and maximum shear occur at the same time for conservative design. Worst design forces: Vmax := 3651bf Tmax := 3251bf Z- bracket to tube allowable loads for Tek screws: V := 6941bf T := 3551bf n := 2 Vmax Tmax 1 I � Check := if + <_ 1, rr OK. n , r rN /G rr n Check = "OK!" n V n T ) Allowable expansion anchor loads: V.:= 1.31kip T := 1.26kip n := 1 5 5 3 3 r Vmax + T 1 max r = 0.223 n V n • T Check := if(r < 1, "OK!" ,"N/G!" ) Check = "OK!" Attachment of Botoom Tube to Concrete Wall Review computer design output for worst reactions. Per shop drawings, 1 "x1 "x0.11" aluminum tube will be attached to 3/16" Z- bracket at 64" o.c. with (2) #14 x 1/2" Tek screws. The Z- bracket will be attached to concrete wall with a 3/8" dia. by 5" long expansion anchor. Assume maximum tension and maximum shear occur at the same time for conservative design. Worst design forces: Vmax := 3001bf T := 3301bf Z- bracket to tube allowable loads for Tek screws: V := 6941bf T.:= 355Ibf n := 2 { V Tn.) n ( rr r " n ( rr Check := i + <_ 1, OK. , rN /G Check OK! nV nT Allowable expansion anchor loads: V := 1.31kip T := 1.26kip n := 1 5 5 \ Vma,, Tmax I 3 r 3 + n V n . T Check := if(r < 1, "OK!" , "N /G!" ) r = 0.193 Check = "OK!" 07257.01 2 of 19 All Welded Connections (Tube to Tube, Plate or Angle) Use maximum tension or shear for conservative design: Vmax := 3651bf All welds, use 1/8" E70XX on two sides minimum L := 4 in Minimum t := 8 in F„ := 38ksi t := 0.11 in Fy := 35ksi Allowable shear from weld F, := 0.3F„ F„ = 11.4 • ksi V := F, • (0.707t • L V = 756 • lbf Shear capacity of tube Va _t := 0.3 • Fy • 2 • L - t V = 1732.5 • lbf Max allowable shear force V := min(V v ,,, V t ) V = 756 • lbf Check := if(V z Vmax, "OK!" ,"N/G!" ) Check = "OK!" All Misc. weld use minimum 1/8" E70XX all around weld. 07257.01 3 of 19 Dimensions r h = 4ft + 10in B = 7ft Lmax = 15ft (Maximum length) Slope = atanl h ) Slope = 34.62 deg B Design Load Design dead Toad, framing and sheet metal roofing weight. Framing weight will be included in computer calcs automaticly; add additional 2.0 psf for sheet metal roofing weight. Design live load LL = 5psf Ground snow load p = 25psf Flat roof snow load per ASCE 7 -05 7.3 I = 0.8 C = 1 C = 1.2 p = 0.7 C C 1 Pg ASCE7 -05 Fig. 7 -2 Design snow load p = 16.8 psf C = 1.0 Snow = max(25psf , C p Use the minimum design snow load of 25 psf. Wind 85mph, exposure C, mean roof height of 14ft For a conservative design, wind load is based on IBC2006 /ASCE7 -05 "Components and Cladding" Roof Zone 3, effecitive area greater than 100 sq. ft ASCE 7 -05 Fig. 6 -3 X = 1.21 ASCE 7 -05 Table 6 -1 I = 0.87 Pneg = 13psf Ppos = 10.8psf Design wind uplift load WindNeg = max(X I p l0psf) Downward wind load WindPos = max(X I p l0psf) Snow = 25 psf WindNeg = 13.69psf WindPos -= 11.37psf 07257.01 4 of 19 01 0 J CO SAP2000 Print Management - 3 -D View SAP2000 Print Management - Frame Sections 0 N cy l ✓ O 0 8 SAP2000 Print Management - Frame Labels O V C SAP2000 Print Management - Joint Labels SAP2000 Print Management - Area Labels O J 0 M J <O SAP2000 Print Management - Aluminum P -M Interaction Ratios (AA -ASD 2000) Design Summary The analysis and design of the awning included herein was performed with the use of a 3D frame analysis and computer design program — SAP2000. It is a structural analysis program developed by Computers and Structures, inc. Detailed information about the software can be found at the Computers and Structures, inc website. Awning anchorage and connections were checked by hand calculation. Increased load on the existing building /structure due to proposed awning is out of scope, therefore the existing building/structure was assumed to be sufficient to support proposed awning. 1. FRAME GEOMETRY The geometry for the frame was based on a centerline interpretation of a typical awning. These centerline computer models were developed from client shop drawings and compiled to create a simplified model for analysis. 2. EXTERNALLY APPLIED LOADS Loads for this structure have been conservatively determined by referencing the current IBC 2006 and ASCE 7 -05 Standards and Provisions. Design dead load was based on structure self weight plus an additional 0.25 psf for the canvas covering. Live load was based on 5 psf per IBC requirement, but was ignored in calculations due to the greater magnitude of the design snow load. For a conservative design, roof snow load was taken to be 25 psf. According to IBC requirements, seismic load should not be an issue for the awning due to the small dead load of the aluminum frames. Therefore, wind load will control the structure's lateral design. Wind load was calculated based on component and cladding loads. Wind loads were determined to be 11.37/ -13.69 psf. 3. ANALYSIS FOR MEMBER FORCES The awning will be constructed of 3/4x3/4x0.11 and 1'120.11 aluminum tubes. Please refer to shop drawings for detailed member sizes and location. From computer structural analysis, all framing members were designed based on the above mentioned design loads. Aluminum Design AA- ASD2000 design specifications were used to check the structural capacities of these members based on the specified yield stress. Framing members were designed by the computer program. All framing members were checked. All member design ratios (demand/capacity) were less than 1.0. All connections were checked by hand calculation based on worst case structural analysis output reactions. 07257.01 11 of 19 Computer Analysis Results Project Information Item Data Company Name S Specialty Structures Client Name Rainier Industries, Ltd. Project Name Print Management Project Number 07257 Model Name Print Management Model Description 3D Awning Revision Number 01 Engineer Joe Jorgensen Issue Code IBC 2006 Design Code IBC 2006 /ASCE 7- 05 /AA -ASD 2000 07257.01 12 of 19 Material Properties - Aluminum Data Material Aluminum Alloy F. F F, F. SS Hys Type Type ksi ksi ksi ksi Text 6061T6 Wrought 6061 -T6 35 35 38 24 Kinematic Frame Section Properties Section Material : ° Shape t3 t2 tf tw Area Tors Const 133 122 AST AS3 S33 Name in in in in in in in in4 1n in 1n 1X1X0.11 6061T6 Box/Tube 1 1 0.11 0.11 0.39 0.07755 0.052492 0.052492 0.22 0.22 0.1 3/4X3/4X0.11 6061T6 Box/Tube 0.75 0.75 0.11 0.11 0.28 0.02884 0.01979 0.01979 0.17 0.17 0.05278 Section S22 Z33 Z22 R33 R22 Total Wt Total Mass Name 1n in in in In lb lb -s 1X1X0.11 0.1 0.13 0.13 0.3661 0.3661 82 2.55 3/4X3/4X0.11 0.05278 0.06825 0.06825 0.2651 0.2651 12 0.38 Section A Mod A2 Mod A3 Mod J Mod 12 Mod 13 Mod M Mod W Mod Name Unitless Unitless Unitless Unitless Unitless Unitless Unitless Unitless 1X1X0.11 1 1 1 1 1 1 1 1 3/4X3/4X0.11 1 1 1 1 1 1 1 1 Area Section Properties Section Material Mat Angle Area Type Thickness Bend Thick F11 Mod F22 Mod F12 Mod Degrees Type in in Unitless Unitless Unitless Canvas Canvas 0 Shell Shell -Thin 0.01 0.01 1 1 1 Section M11 Mod M22 Mod M12 Mod V13 Mod V23 Mod M Mod W Mod Unitless Unitless Unitless Unitless Unitless Unitless Unitless Canvas 1 1 1 1 1 1 1 Load Case Definitions Load Design Self Wt Mult Auto Case Type Unitless Load DEAD DEAD 1 SNOW SNOW 0 WIND WIND 0 None UPLIFT WIND 0 None Combination Definitions Combo Combo Case Case . Scale Factor Steel Design " Conc Design Alum Design Cold Design Name Type Type ' Name Unitless Yes/No Yes/No Yes/No Yes/No C -1 Linear Add Linear Static DEAD 1 No No Yes No C -1 Linear Static SNOW 1 C -2 Linear Add Linear Static DEAD 1 No No Yes No C -2 Linear Static WIND 1 C -3 Linear Add Linear Static DEAD 1 No No Yes No C -3 Linear Static SNOW 0.75 C -3 Linear Static WIND 0.75 C-4 Linear Add Linear Static DEAD 0.6 No No Yes No C-4 Linear Static UPLIFT 1 07257.01 13 of 19 Area Loads - Uniform Area Load coordinate Dir Ca System 16 DEAD GLOBAL Gravity 16 UPLIFT Local 3 18 DEAD GLOBAL Gravity 18 UPLIFT Local 3 8 DEAD GLOBAL Gravity 8 UPLIFT Local 3 15 DEAD GLOBAL Gravity 15 UPLIFT Local 3 17 DEAD GLOBAL Gravity 17 UPLIFT Local 3 1 DEAD GLOBAL Gravity 1 UPLIFT Local 3 2 DEAD GLOBAL Gravity 2 UPLIFT Local 3 2 WIND Local 3 3 DEAD GLOBAL Gravity 3 UPLIFT Local 3 3 WIND Local 3 4 DEAD GLOBAL Gravity 4 UPLIFT Local 3 4 WIND Local 3 5 DEAD GLOBAL Gravity 5 UPLIFT Local 3 5 WIND Local 3 6 DEAD GLOBAL Gravity 6 UPLIFT Local 3 6 WIND Local 3 7 DEAD GLOBAL Gravity 7 UPLIFT Local 3 7 WIND Local 3 19 DEAD GLOBAL Gravity 19 UPLIFT Local 3 19 WIND Local 3 19 SNOW GLOBAL Gravity 9 DEAD GLOBAL Gravity 9 UPLIFT Local 3 9 WIND Local 3 9 SNOW GLOBAL Gravity 20 DEAD GLOBAL Gravity 20 UPLIFT Local 3 Preferences - Aluminum Design - AA-ASD 2000 TH Design F rame S Ratio Limit Max iter Lat Fact Use Lat Fact Bridge Type Unitless Unitless Unitless Yes/No Yes/No., Uniform Load psf 0.25 -13.69 0.25 -13.69 0.25 -13.69 0.25 -13.69 0.25 -13.69 0.25 -13.69 0.25 -13.69 11.37 0.25 -13.69 11.37 0.25 -13.69 11.37 0.25 -13.69 11.37 0.25 -13.69 11.37 0.25 -13.69 11.37 0.25 -13.69 11.37 25 0.25 -13.69 11.37 25 0.25 -13.69 Envelopes Moment Frame 1 1 1.333333 Yes No 07257.01 Area = Load Coordinate ' Dir Uniform Load Case System psf 20 WIND Local 3 11.37 20 SNOW GLOBAL Gravity 25 10 DEAD GLOBAL Gravity 0.25 10 UPLIFT Local 3 -13.69 10 WIND Local 3 11.37 10 SNOW GLOBAL Gravity 25 21 DEAD GLOBAL Gravity 0.25 21 UPLIFT Local 3 -13.69 21 WIND Local 3 11.37 21 SNOW GLOBAL Gravity 25 11 DEAD GLOBAL Gravity 0.25 11 UPLIFT Local 3 -13.69 11 WIND Local 3 11.37 11 SNOW GLOBAL Gravity 25 22 DEAD GLOBAL Gravity 0.25 22 UPLIFT Local 3 -13.69 22 WIND Local 3 11.37 22 SNOW GLOBAL Gravity 25 12 DEAD GLOBAL Gravity 0.25 12 UPLIFT Local 3 -13.69 12 WIND Local 3 11.37 12 SNOW GLOBAL Gravity 25 23 DEAD GLOBAL Gravity 0.25 23 UPLIFT Local 3 -13.69 23 WIND Local 3 11.37 23 SNOW GLOBAL Gravity 25 13 DEAD GLOBAL Gravity 0.25 13 UPLIFT Local 3 -13.69 13 WIND Local 3 11.37 13 SNOW GLOBAL Gravity 25 24 DEAD GLOBAL Gravity 0.25 24 UPLIFT Local 3 -13.69 24 WIND Local 3 11.37 24 SNOW GLOBAL Gravity 25 14 DEAD GLOBAL Gravity 0.25 14 UPLIFT Local 3 -13.69 14 WIND Local 3 11.37 14 SNOW GLOBAL Gravity 25 14 of 19 Aluminum Design - Summary Data - AA -ASD 2000 Frame Design Design Status Ratio Ratio Location Error Warning Sect Type Unitless Type in Message Message 2 1X1X0.11 Beam No Messages 0.528125 PMM C-1 83 No Messages 21 1X1X0.11 Column No Messages 0.241129 PMM C-4 36 No Messages 7 1X1X0.11 Column No Messages 0.131015 PMM C -1 7 No Messages 25 1X1X0.11 Brace No Messages 0.044794 PMM C-4 50.629 No Messages 1 1X1X0.11 Beam No Messages 0.116747 PMM C-4 89.5 No Messages 14 1X1X0.11 Beam No Messages 0.07806 PMM C -1 179 No Messages 35 1X1X0.11 Beam No Messages 0.001278 PMM C -1 89.5 No Messages 6 1X1X0.11 Beam No Messages 0.005288 PMM C -1 0 No Messages 33 3/4X3/4X0.11 Beam No Messages 0.0743 PMM C-4 0 No Messages 15 3/4X3/4X0.11 Column No Messages 0.298105 PMM C-4 36 No Messages 5 1X1X0.11 Beam No Messages 0.528125 PMM C -1 83 No Messages 24 1X1X0.11 Column No Messages 0.241129 PMM C-4 36 No Messages 13 1X1X0.11 Column No Messages 0.131015 PMM C -1 7 No Messages 32 1X1X0.11 Brace No Messages 0.044794 PMM C-4 50.629 No Messages 34 3/4X3/4X0.11 Beam No Messages 0.0743 PMM C-4 0 No Messages 18 3/4X3/4X0.11 Column No Messages 0.298105 PMM C-4 36 No Messages 8 3/4X3/4X0.11 Column No Messages 0.095162 PMM C -1 0 No Messages 9 3/4X3/4X0.11 Column No Messages 0.570052 PMM C -1 7 No Messages 27 1X1X0.11 Brace No Messages 0.039146 PMM C -1 50.629 No Messages 10 3/4X3/4X0.11 Column No Messages 0.047454 PMM C -1 0 No Messages 11 3/4X3/4X0.11 Column No Messages 0.570052 PMM C -1 7 No Messages 30 1X1X0.11 Brace No Messages 0.039146 PMM C -1 50.629 No Messages 12 3/4X3/4X0.11 Column No Messages 0.095162 PMM C -1 0 No Messages 22 1X1X0.11 Column No Messages 0.011449 PMM C -1 0 No Messages 19 1X1X0.11 Brace No Messages 0.436351 PMM C -1 54.939 No Messages 16 3/4X3/4X0.11 Column No Messages 0.005305 PMM C-4 36 No Messages 23 1X1X0.11 Column No Messages 0.011449 PMM C -1 0 No Messages 20 1X1X0.11 Brace No Messages 0.436351 PMM C -1 54.939 No Messages 17 3/4X3/4X0.11 Column No Messages 0.005305 PMM C-4 36 No Messages 3 1X1X0.11 Beam No Messages 0.460787 PMM C -1 41.5 No Messages 4 1X1X0.11 Beam No Messages 0.460787 PMM C -1 41.5 No Messages 36 3/4X3/4X0.11 Beam No Messages 0.973267 PMM C -1 0 No Messages 38 3/4X3/4X0.11 Beam No Messages 0.973267 PMM C -1 29.833 No Messages 39 1X1X0.11 Brace No Messages 0.502596 PMM C -1 0 No Messages 41 1X1X0.11 Brace No Messages 0.502596 PMM C -1 0 No Messages 43 1X1X0.11 Brace No Messages 0.502197 PMM C -1 0 No Messages 47 3/4X3/4X0.11 Beam No Messages 0.962797 PMM C -1 29.833 No Messages 48 3 /4X3 /4X0.11 Beam No Messages 0.970628 PMM C -1 0 No Messages 49 3/4X3/4X0.11 Beam No Messages 0.970628 PMM C -1 29.833 No Messages 50 3 /4X3 /4X0.11 Beam No Messages 0.962797 PMM C -1 0 No Messages 07257.01 15 of 19 Joint Displacements Joint Output Case 01 U2 U3 R1 R2 R3 Type in in in Radians Radians Radians 1 C -1 Combination -0.002607 0.003048 - 0.00889 0 0 0 1 C -2 Combination - 0.001612 0.001992 - 0.004924 0 0 0 1 C -3 Combination - 0.00312 0.003714 -0.01017 0 0 0 1 C-4 Combination 0.001389 - 0.002162 0.005318 0 0 0 2 C -1 Combination - 0.002142 0.018542 - 0.030703 0 0 0 2 C -2 Combination - 0.001322 0.013124 -0.0185 0 0 0 2 C -3 Combination - 0.00256 0.023397 - 0.036317 0 0 0 2 C-4 Combination 0.001228 - 0.014348 0.020014 0 0 0 3 C -1 Combination -0.001138 0.003498 -0.042693 0 0 0 3 C -2 Combination -0.000702 0.002393 - 0.02591 0 0 0 3 C -3 Combination -0.00136 0.004352 -0.050639 0 0 0 3 C-4 Combination 0.000663 - 0.002619 0.028115 0 0 0 4 C -1 Combination - 1.739E -16 0.030436 - 0.048409 0 0 0 4 C -2 Combination - 1.054E -16 0.020603 -0.029482 0 0 0 4 C -3 Combination - 2.063E -16 0.037704 -0.057505 0 0 0 4 C-4 Combination 1.151E -16 - 0.022581 0.032061 0 0 0 5 C -1 Combination 0.001138 0.003498 -0.042693 0 0 0 5 C -2 Combination 0.000702 0.002393 - 0.02591 0 0 0 5 C -3 Combination 0.00136 0.004352 - 0.050639 0 0 0 5 C-4 Combination -0.000663 - 0.002619 0.028115 0 0 0 6 C -1 Combination 0.002142 0.018542 -0.030703 0 0 0 6 C -2 Combination 0.001322 0.013124 - 0.0185 0 0 0 6 C -3 Combination 0.00256 0.023397 - 0.036317 0 0 0 6 C-4 Combination -0.001228 -0.014348 0.020014 0 0 0 7 C -1 Combination 0.002607 0.003048 -0.00889 0 0 0 7 C - 2 Combination 0.001612 0.001992 - 0.004924 0 0 0 7 C -3 Combination 0.00312 0.003714 - 0.01017 0 0 0 7 C-4 Combination - 0.001389 - 0.002162 0.005318 0 0 0 8 C -1 Combination -0.000938 0.002131 - 0.003393 0 0 0 8 C -2 Combination -0.000613 0.001371 - 0.001826 0 0 0 8 C -3 Combination -0.001147 0.002581 - 0.003835 0 0 0 8 C-4 Combination -0.2686 - 0.001487 0.001946 0 0 0 9 C -1 Combination -0.000419 0.001749 - 0.005432 0 0 0 9 C -2 Combination -0.000269 0.001197 -0.002727 0 0 0 9 C -3 Combination -0.000509 0.002176 - 0.006026 0 0 0 9 C-4 Combination 0.000231 - 0.00131 0.002955 0 0 0 10 C -1 Combination 0.000419 0.001749 - 0.005432 0 0 0 10 C -2 Combination 0.000269 0.001197 - 0.002727 0 0 0 10 C -3 Combination 0.000509 0.002176 - 0.006026 0 0 0 10 C-4 Combination -0.000231 - 0.00131 0.002955 0 0 0 11 C -1 Combination 0.000938 0.002131 - 0.003393 0 0 0 11 C -2 Combination 0.000613 0.001371 - 0.001826 0 0 0 11 C -3 Combination 0.001147 0.002581 - 0.003835 0 0 0 11 C-4 Combination 0.2686 - 0.001487 0.001946 0 0 0 12 C -1 Combination 0 0 0 0 0 0 12 C -2 Combination 0 0 0 0 0 0 12 C -3 Combination 0 0 0 0 0 0 12 C-4 Combination 0 0 0 0 0 0 13 C -1 Combination 0 0 0 0 0 0 13 C -2 Combination 0 0 0 0 0 0 13 C -3 Combination 0 0 0 0 0 0 13 C-4 Combination 0 0 0 0 0 0 14 C -1 Combination 0 0 0 0 0 0 14 C -2 Combination 0 0 0 0 0 0 14 C -3 Combination 0 0 0 0 0 0 14 C-4 Combination 0 0 0 0 0 0 15 C -1 Combination 0 0 0 0 0 0 15 C -2 Combination 0 0 0 0 0 0 15 C -3 Combination 0 0 0 0 0 0 15 C-4 Combination 0 0 0 0 0 0 16 C -1 Combination 0.001374 0.002536 - 0.008808 0 0 0 16 C -2 Combination 0.000867 0.00174 -0.00487 0 0 0 16 C -3 Combination 0.001653 0.003151 - 0.010069 0 0 0 16 C-4 Combination -0.001204 - 0.001888 0.005255 0 0 0 17 C -1 Combination 0.001043 0.019658 - 0.030796 0 0 0 17 C -2 Combination 0.000657 0.012652 - 0.018558 0 0 0 07257.01 16 of 19 Joint Output Case U1 U2 U3 R1 R2 R3 Type in in in Radians Radians Radians 17 C -3 Combination 0.001254 0.02386 - 0.036429 0 0 0 17 C-4 Combination - 0.000926 - 0.013692 0.020074 0 0 0 18 C -1 Combination 0.000526 0.027646 - 0.04269 0 0 0 18 C -2 Combination 0.000329 0.017639 - 0.025906 0 0 0 18 C -3 Combination 0.000631 0.033435 - 0.050635 0 0 0 18 C-4 Combination - 0.00047 - 0.019164 0.028107 0 0 0 19 C -1 Combination 1.038E -17 0.032406 -0.048496 0 0 0 19 C -2 Combination 6.389E -18 0.020663 -0.029537 0 0 0 19 C -3 Combination 1.231E -17 0.039189 -0.057611 0 0 0 19 C-4 Combination -6.311E-18 - 0.022511 0.032117 0 0 0 20 C -1 Combination - 0.000526 0.027646 - 0.04269 0 0 0 20 C -2 Combination - 0.000329 0.017639 - 0.025906 0 0 0 20 C -3 Combination - 0.000631 0.033435 -0.050635 0 0 0 20 C-4 Combination 0.00047 - 0.019164 0.028107 0 0 0 21 C -1 Combination - 0.001043 0.019658 - 0.030796 0 0 0 21 C -2 Combination - 0.000657 0.012652 - 0.018558 0 0 0 21 C -3 Combination - 0.001254 0.02386 - 0.036429 0 0 0 21 C-4 Combination 0.000926 - 0.013692 0.020074 0 0 0 22 C -1 Combination - 0.001374 0.002536 - 0.008808 0 0 0 22 C -2 Combination - 0.000867 0.00174 -0.00487 0 0 0 22 C -3 Combination - 0.001653 0.003151 -0.010069 0 0 0 22 C-4 Combination 0.001204 - 0.001888 0.005255 0 0 0 23 C -1 Combination 0.000322 - 0.000021 -0.002944 0 0 0 23 C -2 Combination 0.000051 0.000214 - 0.001534 0 0 0 23 C -3 Combination 0.000274 0.000144 - 0.003293 0 0 0 23 C-4 Combination - 0.000457 - 0.000226 0.001644 0 0 0 24 C -1 Combination 0.000097 0.002352 - 0.00537 0 0 0 24 C -2 Combination 0.000016 0.001663 - 0.002677 0 0 0 24 C -3 Combination 0.000084 0.00298 - 0.005956 0 0 0 24 C-4 Combination - 0.000118 -0.001884 0.002946 0 0 0 25 C -1 Combination - 0.000097 0.002352 - 0.00537 0 0 0 25 C -2 Combination - 0.000016 0.001663 -0.002677 0 0 0 25 C -3 Combination - 0.000084 0.00298 - 0.005956 0 0 0 25 C-4 Combination 0.000118 - 0.001884 0.002946 0 0 0 26 C -1 Combination - 0.000322 - 0.000021 -0.002944 0 0 0 26 C -2 Combination -0.000051 0.000214 -0.001534 0 0 0 26 C -3 Combination - 0.000274 0.000144 - 0.003293 0 0 0 26 C-4 Combination 0.000457 - 0.000226 0.001644 0 0 0 27 C -1 Combination 0.000025 0.000314 - 0.000308 0 0 0 27 C -2 Combination 0.000004009 0.000343 - 0.000154 0 0 0 27 C -3 Combination 0.000021 0.000486 - 0.000337 0 0 0 27 C-4 Combination - 0.127683 -0.000372 0.000155 0 0 0 28 C -1 Combination -0.000025 0.000314 -0.000308 0 0 0 28 C -2 Combination - 0.000004009 0.000343 - 0.000154 0 0 0 28 C - 3 Combination - 0.000021 0.000486 - 0.000337 0 0 0 28 C-4 Combination 0.127683 -0.000372 0.000155 0 0 0 29 C -1 Combination 0 0 0 0 0 0 29 C -2 Combination 0 0 0 0 0 0 29 C -3 Combination 0 0 0 0 0 0 29 C-4 Combination 0 0 0 0 0 0 30 C -1 Combination 0 0 0 0 0 0 30 C -2 Combination 0 0 0 0 0 0 30 C -3 Combination 0 0 0 0 0 0 30 C-4 Combination 0 0 0 0 0 0 31 C -1 Combination 0 0 0 0 0 0 31 C -2 Combination 0 0 0 0 0 0 31 C -3 Combination 0 0 0 0 0 0 31 C-4 Combination 0 0 0 0 0 0 32 C -1 Combination 0 0 0 0 0 0 32 C -2 Combination 0 0 0 0 0 0 32 C -3 Combination 0 0 0 0 0 0 32 C-4 Combination 0 0 0 0 0 0 33 C -1 Combination 0 0 0 0 0 0 33 C -2 Combination 0 0 0 0 0 0 33 C -3 Combination 0 0 0 0 0 0 33 C-4 Combination 0 0 0 0 0 0 34 C -1 Combination 0 0 0 0 0 0 07257.01 17 of 19 Joint Output Case U1 : " U2 U3 RI R2 R3 Type in in in Radians Radians Radians 34 C -2 Combination 0 0 0 0 0 0 34 C -3 Combination 0 0 0 0 0 0 34 C-4 Combination 0 0 0 0 0 0 35 C -1 Combination 0 0 0 0 0 0 35 C -2 Combination 0 0 0 0 0 0 35 C -3 Combination 0 0 0 0 0 0 35 C-4 Combination 0 0 0 0 0 0 36 C -1 Combination 0.000175 0.456537 - 0.655501 0 0 0 36 C -2 Combination 0.000014 0.257914 - 0.369589 0 0 0 36 C -3 Combination 0.00014 0.531207 -0.762151 0 0 0 36 C-4 Combination -0.000239 -0.293794 0.420927 0 0 0 37 C -1 Combination -0.000175 0.456537 - 0.655501 0 0 0 37 C -2 Combination -0.000014 0.257914 - 0.369589 0 0 0 37 C -3 Combination -0.00014 0.531207 - 0.762151 0 0 0 37 C-4 Combination 0.000239 -0.293794 0.420927 0 0 0 38 C -1 Combination - 1.3E -17 0.459566 - 0.65939 0 0 0 38 C -2 Combination - 7.929E -18 0.259792 - 0.371892 0 0 0 38 C -3 Combination - 1.545E -17 0.534835 - 0.766733 0 0 0 38 C-4 Combination 8.811E -18 -0.29588 0.42347 0 0 0 07257.01 18 of 19 Joint Reactions J O Case Case Type C -1 Combination C -2 Combination C -3 Combination C-4 Combination C -1 Combination C -2 Combination C -3 Combination C-4 Combination C -1 Combination C -2 Combination C -3 Combination C-4 Combination C -1 Combination C -2 Combination C -3 Combination C-4 Combination C -1 Combination C -2 Combination C -3 Combination C-4 Combination C -1 Combination C -2 Combination C -3 Combination C-4 Combination C -1 Combination C -2 Combination C -3 Combination C-4 Combination C -1 Combination C -2 Combination C -3 Combination C-4 Combination C -1 Combination C -2 Combination C -3 Combination C-4 Combination C -1 Combination C -2 Combination C -3 Combination C-4 Combination C -1 Combination C -2 Combination C -3 Combination C-4 Combination 12 12 12 12 13 13 13 13 14 14 14 14 15 15 15 15 29 29 29 29 30 30 30 30 31 31 31 31 32 32 32 32 33 33 33 33 34 34 34 34 35 35 35 35 07257.01 F lb 0.07969 0.0538 0.09876 77 0.03346 0.02317 0.04187 - 0.0159 - 0.03346 -0.02317 -0.04187 0.0159 - 0.07969 - 0.0538 - 0.09876 -77 -54 -11 -48 57 6.832 21 20 -1.871 7.633 12 14 -3.605 4.554E -13 3.999E -13 6.358E -13 - 2.578E -13 -7.633 -12 -14 3.605 -6.832 -21 -20 1.871 54 11 48 -57 F2 F3 tb } lb -474 -304 -573 328 -455 -278 -542 307 -455 -278 -542 307 -474 -304 -573 328 325 97 309 -110 262 33 216 -13 240 3.398 178 18 205 -21 134 45 240 3.398 178 18 262 33 216 -13 325 97 309 -110 204 116 233 -117 256 148 296 -155 256 148 296 -155 204 116 233 -117 351 142 361 -153 365 126 363 -125 304 80 283 -73 326 89 306 -85 304 80 283 -73 365 126 363 -125 351 142 361 -153 MI M2 lb-ft lb-ft O 0 0 0 0 0 0 0 0 0 O 0 O 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 O 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 O 0 0 0 0 0 0 0 O 0 O 0 0 0 0 0 O 0 O 0 0 0 O 0 0 0 O 0 O 0 O 0 M3 I13-ft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 of 19 10 -01 -2008 MARK MEANEY 18435 OLYMPIC AV S TUKWILA WA 98188 RE: Permit No. D07 -303 6700 S GLACIER ST TUKW Dear Permit Holder: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writinx and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/10/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, v\A4u. xc: er Marshall, t Technician Permit File No. D07 -303 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 05 -08 -2008 MARK MEANEY 18435 OLYMPIC AV S TUKWILA WA 98188 RE: Permit No. D07 -303 6700 S GLACIER ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 06/14/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall, t Technician Permit File No. D07 -303 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 T September 13, 2007 Mark Meany 18435 Olympic Ave S Seattle WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -303 Print Management — 6700 S Glacier St Dear Mr. Meany, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have included comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messeneer service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, Bill Rambo Permit Technician encl File No. D07 -303 City of Tukwila Department of Community Development Steve Lancaster, Director P :\Pemit Center\Correction Letters \2007007-303 Correction Ltr #1.DOC wer Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: August 30, 2007 Project Name: Print Management Permit #: D07 -303 Plan Review: Allen Johannessen, Plans Examiner • Page 1 Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Additional structural design and calculations for the canopy shall be required. Awnings and canopies shall be designed for uniform live loads ... as well as for snow loads and wind loads as specified in 2006 IBC Sections 1608 and 1609. Provide engineer details and calculations that identify type and spacing for wall anchor bolts with specifications for canopy frame welds. (2006 IBC1607.11.2.4, Table 1607.1 & 3105.3) Should there be questions conceming the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. August 16, 2007 Mark Meaney 18435 Olympic Av S Seattle WA 98188 City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -303 Print Management — 6700 S Glacier St Dear Mr. Meany: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 14, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following departments needs to be addressed: Fire Department: Alan Metzler, at 206 575 -4407, if you have any questions concerning the attached comments. 1. Provide manufacturer's specifications for awning fabric. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, arshall it`�T- eEhnician Enclosures File: D07 -303 P:\Permit Center\Incomplete Letters\2007\D07 -293 Incomplete Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D07 -303 DATE: 11 -21 -07 PROJECT NAME: PRINT MANAGEMENT SITE ADDRESS: 6700 S GLACIER ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui c ii g E»Yision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Please Route TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 v PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n n n Permit Coordinator n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required Planning Division DUE DATE: 11 -27 -07 Not Applicable n No further Review Required DATE: n DUE DATE: 12-5-07 Approved F. Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -303 DATE: 08 -22 -07 PROJECT NAME: PRINT MANAGEMENT SITE ADDRESS: 6700 GLACIER ST Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: ' ng iv B PLAN INIEVROUTING SLIP Fire Preve Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF OMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -23 -07 Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 Incomplete Structural Review Required REVIEWER'S INITIALS: DATE: Planning Division Not Applicable ❑ No further Review Required Permit Center Use Only 9-t-6-o7 CORRECTION LETTER MAILED: - ` Departments issued corrections: Bldg le Fire ❑ Ping ❑ PW ❑ Staff Initials: I v ' "� DUE DATE: 09 -20 -07 Approved ❑ Approved with Conditions II Not Approved (attach comments) i Notation: REVIEWER'S INITIALS: DATE: DEPARTMENTS: Building Division Public Works '-I, Comments: Documents/routing slip.doc 2 -28-02 ty6 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -303 DATE: 08 -14 -07 PROJECT NAME: PRINT MANAGEMENT SITE ADDRESS: 6700 S GLACIER ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued 6 '11 d Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: tibC' W fi LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fireyi Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DATE: DATE: M t-to-oi Planning Division Permit Coordinator n DUE DATE: 08-16-07 Not Applicable n No further Review Required DUE DATE: 09-13-07 Approved n Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: Project Name: Project Address: Contact Person: Created: 8 -13 -2004 Revised: 1,0- 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: .1--131 Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner TYkOr Mrg M EA gk 0 . 10n s f ikrA,r:,4- Gc AA PC14-- JO 1 04‘f Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWILA NOV 26 20071 ,ENTER Phone Number: 'OA t 1 ( (21 Summary of Revision: csfY- l.(.'IV -A'(, CAkt..CS (1242v 1V6-19 P Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev Received at the City of Tukwila Permit Center by: 0 . Entered in Permits Plus on \applications\forms- applications on line\revision submittal 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 Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: f3f2t ? Plan Check/Permit Number: D07 -303 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Print Management Project Address: 6700 S ^ Glacier St � Contact Person: IV1 I v tf £`1 Phone Number: 426) La ( 1278 Summary of Revision: 12C 00414 rr?®) (2) CcPI£S 6sc M4^ CRY2EC (FA1 �p f Garr ltlh 4 6 Nnt' CA-an OF TtJ O:+VILA AlS 22 2OQ11 PERMIT CENTER Sheet Number(s): r "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit Center by: ti Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: revision License Information License RAINIIL066QP Licensee Name RAINIER INDUSTRIES LTD Licensee Type CONSTRUCTION CONTRACTOR UBI 600523816 Ind. Ins. Account Id 47668500 Business Type CORPORATION Address 1 18435 OLYMPIC AVE S Address 2 01/01/1980 City TUKWILA County KING State WA Zip 98188 Phone 4252511800 Status ACTIVE Specialty 1 AWN,CANOPIES,CARPORT,PATIO CO Specialty 2 UNUSED Effective Date 11/17/1994 Expiration Date 12/31/2008 Suspend Date Separation Date Parent Company Previous License PUGETST150DE Next License Associated License Business Owner Information Name Role Effective Date Expiration Date CAMPBELL, SCOTT C 01/01/1980 CAMPBELL, KAREN L 01/01/1980 SCHOONMAKER, GEORGE W 01/01/1980 01/01/1980 SCHOONMAKER, GEORGE W AGENT 01/01/1980 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= RAINIIL066QP 12/11/2007 File Name: PARKING M f 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. PROPOSED NEW REPLACEMENT AWNING. OVER EMPLOYEE ENTRANCE. * * * * J• * W W W * * * * ✓• W J• Jr * * W r * * * * W [ GREEN BELT PARKING OLYMPIC AVE SOUTH 6700 SO GLACIER ST TUKWILA, WA 98188 a c.) 0 SEPA, TE PERMIT REQUIRED FOR: �1Vl echanical Electrical i lumbing II/Gas Piping City of Tukwila BUILDING DIVISION 0 • W W W W W W 4. W W W W W Yr W W W W * * * * * W * Plot Plan Scale: 1" = 10' -0" O t 0 0 0 * * * • * * W w cr aP ANCE DEC - 4 2001 r Of Tukwila t BUILDING FILE COPY O Plan review approval is subject to errors and omissions, Approval of construction documents does not authorize the violation of any adopted coda or ordinance. Receipt of approved Field Copy and conditions Is admowiedged: By ems? 7 9- Date: / 2 - // - °7 City of Tukwila BUILDING DIVISION NI• i i V i • * W W W W J J. 4. W Y W r J a • • * * * * W W . W W . W . i W W RECEIVED CITY OF TUKinnIA AUG 14 2007 PERMIT CENTER MASTER 0 PROJECT MGR 4 SALES 4 DTS 4 FRAME • FABRIC 4 GRAPHICS a ASSEMBLY 4 INSTALL a WOOD SHOP 4 SHIPPING 4 Rainlerindusi ies, Ltd 18435 Olympic Ave. S. Tukwila, WA 98188 800 - 869 -7162 Toll Free 425 - 251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent is expressly forbidden. ISO 9001:2000 REGISTERED Print Management 6700 South Glader Street Tukwila, WA 98188 Revisions Rob Nelson Sales Person Wedge w/ Std. Truss Job Name Plot Plan Drawing Title 114991 RI Work Order Number Mark Meaney Drawn By TM / 8 -10 -07 Checked By / Date Dave Taquino Project Manager 8- 10 -07/ MM Issue Date / By P1.00 Sheet Number File Name: LOCATION OF PROPOSED REPLACEMENT AWNING STAIRS iD in 4. 1 co 4 N f kr- 4'-4' -�- d 15' -0" I MI 0 25' -52" West Elevation, Scale: 3/16 1'-0" 4 �- -- EMPLOYEE ENTRANCE 6' -9 EXHAUST FAN 1 GRADE cc U O 0 O u- SIDEWALK_\ frEj C VL' r S+. Y � A - lk • DEC - 4 2007 City Of Tukwila BUILDING DIVISION 7'-0" EMPLOYEE ENTRANCE STAIRS South Elevatio Scale: 3/16" = 1'-0" RECEIVED CITY OF TUKWILA AUG 1 4 2007 PERMIT CENTER • MASTER • PROJECT MGR • SALES • DTS • FRAME • FABRIC • GRAPHICS • ASSEMBLY • INSTALL • WOOD SHOP • SHIPPING • Sheet Number Rainier Industries, Ltd 18435 Olympic Ave. S. Tukwila, WA 98188 800 - 869 -7162 Toll Free 425 - 251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent is expressly forbidden. ISO 9001:2000 REGISTERED Print Management 6700 South Glaser Street Tukwila, WA 98188 Revisions Rob Nelson Sales Person Wedge wl Std. Truss Job Name Elevations Drawing Title 114991 RI Work Order Number Mark Meaney Drawn By TM / 8 -10 -07 Checked By / Date Dave Taquino Project Manager 8 -10 -07 / MM Issue Date 1 By P2.00 O ' 319'x3/4 "x.110 ALUM. TUBE • 1 "xl "x.110 ALUM. TUBE • 1'x1"x.110 STAPLE EXTRUSION (UP) 4O 1 "x1 "x.110 STAPLE EXTRUSION (DOWN) • 1"x1 "x.110 STAPLE EXTRUSION (FORWARD) • 1 "xt "x.110 STAPLE EXTRUSION (BACK) O 7 8' FLUORESCENT LIGHT FIXTURE 0" (END) 150" 180" (END) Isometric View 0 Scale: 3/8" 1 0 1" • 7'-0" •' MITER CORNERS End View Scale: 3/8" =1' -0" O Concrete Attachment Detail • • Scale: 6" =1' -0" INSTALL • CENTER AWNING OVER DOORWAY • MOUNT BOTTOM 8' -0" OFF TOP LANDING City Of Tic�i B'Jir.. r�.,.. O EC - 2007 �t C( " / ;i6 rri!1 EXISTING CONCRETE WALL CAULK - GEOCEL 2300 AWNING FRAME TUBING 1 SINGLE -HOLE STEEL Z- BRACKET TOP BAR: (1) EVERY 32' O.C. BOTTOM BAR: (1) EVERY 64" O.C. 414 HEX HD. TEK SCREW 316' -16 UNC x 5" LONG EXPANSION 4" DEEP NOTES: • FRAME • FRONT: 15' -0" • WALL: 5' -6" • PROJ: 7'0" • TRUSS: 8" • MATERIAL FINISH: MILL • ASSEMBLY • FABRIC: FERRARI 502 #8115 DK BROWN (12 YDS) • GYMP: #06 BROWN • LIGHTING: NONE • FABRIC ATTACHMENT: STAPLE GRAPHICS • GRAPHICS: NONE 4 CITY OF TU AUG 14 2007 PERMIT CENTER i Rainier Industries, Ltd 18435 Olympic Ave. S. Tukwila, WA 98188 800 - 869 -7162 Toll Free 425 - 251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent is expressly forbidden. ISO 9001:2000 REGISTERED Print Management 6700 South Glader Street Tukwila, WA 98188 Revisions Rob Nelson Sales Person Wedge w/ Std. Truss Job Name Frame Drawing Title 114991 RI Work Order Number Mark Meaney Drawn By TM / 8 -10 -07 Checked By / Date Dave Taquino Project Manager 8 -10 -07 / MM Issue Date / By P3.00 File Name: • MASTER • PROJECT MGR • SALES • DTS • FRAME • FABRIC • GRAPHICS • ASSEMBLY • INSTALL • WOOD SHOP • SHIPPING • Sheet Number 2" PULL STRIP CUT 1X F/S FERRARI 502 #8115 DARK BROWN (13 YDS) 3" PULL STRIP s 7' -0" FINISHED DIMENSION 7' -6" /0 N 0 (73 w 2 D . D a w b) cn 2 LL c 1 Fabric - Lam Scale: 3/8" =1' -0" Fabric - CEI Scale: 3/8" =1' -0" 3" PULL STRIP (ALL AROUND) 39' -0" 1" HEAT SEAL, SMALL PIECE ON TOP (NIS) 15' -0' FINISHED DIMENSION 15'-6" • Top PuII : Top Bar : Top Cut : Truss : Bottom Pull : Total: 3 " 1 " 8'-5 1 /4" 8" 3" 9'-8 1 /4" RECEIVED CITY OF TUKWILA AUG 14 2007 PERMIT CENTER Rainier Industries, Ltd 18435 Olympic Ave. S. Tukwila, WA 98188 800 - 869 -7162 Toll Free 425 - 251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent is expressly forbidden. ISO 9001:2000 REGISTERED Print Management 6700 South GladerStreet Tukwila, WA 98188 FERRARI 502 #8115 DARK BROWN Fabric 13 YARDS Yardage Revisions Rob Nelson Sales Person Wedge w/ Std. Truss Job Name Fabric - CEI Drawing Title 114991 RI Work Order Number Mark Meaney Drawn By TM / 8 -10 -07 Checked By 1 Date Dave Taquino Project Manager 8 -10 -07 / MM Issue Date / By F1.00 File Name: • MASTER • PROJECT MGR • SALES • DTS • FRAME • FABRIC • GRAPHICS • ASSEMBLY • INSTALL • WOOD SHOP • SHIPPING • Sheet Number SHAPE STANDARD MINIMUM YEILD STRESS (FY) STANDARD STEEL SHADES ASTM A36 36 KSI ROLLED WIDE FLANGE SECTIONS ASTM A572 OR A992 50 KSI BARS AND PLATES ASTM A36 36 KSI PIPES ASTM A53 35 KSI TUBES ASTM A 500 GRADE B 46 KSI . ROD ASTM A307 36 KSI CABLE ASTM A475 60 KSI HIGH STRENGTH BOLTS ASTM 325 — ' GENERAL NOTES: 1. THESE DRAWINGS ARE PREPARED PRIMARLY TC SAFEGAURD AGAINST MAJOR STRUCTURAL DAMAGE, LOSS OF LFE, AND TO MAINTAIN FUNCTION AS PER REQUIREMENTS OF THE CURRENT ACCEPTED BUILDING CODE. 2. AN EXPERIENCED LICENSED CCNTRACTOR WITH A WORKING KNOWLEDGE OF APPLICABLE CODES AND INDUSTRY ACCEPTED STANDARD PRACTICES SHALL PERFORM THE WORK DEPICTED IN THESE DRAWINGS. 3. ALL WORK SHALL CONFORM -0 THE MINIMUM STANDARDS OF THE CURRENT GOVERNING BUILDING CODE, INDUSTRY SPECIFIC SPECIFICATIONS AND STANDARDS. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF ALL REGULATORY AGENCIES WIT-I AUTHORITY OVER ANY PORTION OF TFE WORK WORK NOT EXPLICITLY SHOWN ON THESE DRAWINGS SHALL CONFORM TO ALL APPLICABLE CODES AND ACCEPTED STANDARD PRACTICES. • 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS ON THESE DRAWINGS WITH THE ARCITECTURAL AND ALL OTHER DISCIPLINE DRAWINGS PRIOR TO START OF CCNSTRUCTION. NOTIFY ARCHITECT OR EOR IN WRITING BEFORE THE START OF CONSTRUCTION REGARDING DISCREPANCIES, OMISSIONS OR VARIATIONS, OR THEY SHALL BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NOTES AND THE SPECIFIC DETAILS ON THESE DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. 5. CONSTRUCTION METHODS ARE NOT INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL METHODS, SEQUENCES AND PROCEDURES OF CONSTRUCTON. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, FRAMEWORK ETC. AS REQUIRED FCR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. 6. EXCAVATION PROCEDURES INCLUDING SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES SHALL BE PERFORMED IN COMPLIANCE WITH LOCAL BULGING CODES, REGULATIONS AND SAFETY REQUIREMENTS AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 7. OPENINGS, POCKETS, ETC. LARGER THAN 6 INCHES SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS. WHEN DRAWINGS BY OTHERS STOW ITEMS IN STRUCTURAL MEMBERS NOT SHOWN ON THE STRUCTURAL CRAWINGS, NOTIFY THE ENGINEER IN WRITING TO DETERMINE CORRECT DISPOSITION. 8. SITE VISITS BY THE EOR ARE A RESOURCE OF THE CONTRACTOR AND SHALL NOT EE CONSIDERED AS SPECIAL INSPECTIONS. 9. GENERAL INSPECTIONS AND SPECIAL INSPECTION SHALL BE PERFORMED DURNG CONSTRUCTION AS REQUIRED BY LOCAL GOVERNING MUNICIPALITY. STRUCTURAL STEEL 1. STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES U.N.O... 2. WHERE STEEL BEAM IS USED IN CONNECTION TO WOOD FRAMING, A 3X -DF-L STJD GRADE RATE WILL BE BOLTED TO THE TOP FLANGE WITH A W DIAMETER BOLTS AT 24' O.C. STAGGERED AS SPECIFIED BELOW. 3. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WTH AISC SPECIFICATIONS OF THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS. 4. ALL WELD SIZE SHALL BE MINIMUM 3/13' E70XX ALL AROUND WELD U N.O. 5. WELDERS SHALL BE AWS CERTIFIED. ALL WELDING SHALL USE E70 SERIES LOA HYDROGEN ELECTRODES. ALL WELDING SHALL CONFORM TO THE LATEST AMERICAN WELDING SOCIETY STANDARDS; WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS. CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL FULL PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. 6. ALL BOLTS SHALL BE INSTALLED AS BEARING -TYPE CONNECTIONS WITH THREADS EXCLUDED FROM SHEAR PLANE (TYPE 'X' CONNECTION), UNO. HIGH - STRENGTH BOLTS SHALL BE SNUG TIGHTENED USING ANY AISC APPROVED METHOD AND DO NOT REQUIRE SPECIAL INSPECTIONS UNLESS NOTED OTHERMSE. ALL BOLTS IN SLOTTED OR OVERSIZE HOLES AND ALL HIGH-STRENGTH BOLTS SHALL BE INSTALLED WITH WASHERS. 7. ALL EXPANSION OR EPDXY BOLTS SHALL HAVE CURRENT ICBO/ICC RATING FOR MATERIAL INTO WHICH INSTALLATION OCCURS. HEADED STUDS SHALL CONFORM TO ALL REQUIREMENTS OF TIE LATEST EDITION OF THE °RECOMMENDED PRACTICES FOR STUD WELDING' AND THE ' STRUCTURA. WELDING CODE' PUBLISHED BY LAWS. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL WASHERS AT FACE OF WOOD. 8. GROUT BENEATH COLUMN BASES OR BEARING PLATES SHALL BE 5000 PSI MINIMUM NON-SHRINK FLOWABLE GROUT OR DRYPACK INSTALL GROUT UNDER BEARING PLATES BEFORE FRAMNG MEMBERS ARE INSTALLED. AT COLUMNS. INSTALL GROUT UNDER BASEPLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION. GROUT DEPTH SHALL BE SUFFICIENT TO ALLOW GRCUT OR DRYPACK TO BE PLACED BENEATH PLATE WITHOUT VOIDS. 9. WELDED MOMENT FRAME CONNECTIONS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: • ACCESS HOLES SHALL BE SMOOTH AND FREE OF NOTCHES. MINIMUM PREHEAT PER AWS REQUIREMENTS SHALL BE MAINTAINED FOR ALL WELDS INCLUDING TACK WELDS, VERIFY PREHEAT WITH TEMPERATURE INDICATING CRAYONS. • WELD MATERIAL SHALL COMPLY WITH CHARPY V-NOTCH REQUIREMENT OF 20- FT -LBS AT -20 DEGREES F. • END DAMS OR NOT ALLOWED • ALL WELD LAYERS SHALL BE COMPLETED FULL WIDTH OF FLANGE BEFORE NEW LAYER IS STARTED. • MAXIMUM LAYER THICKNESS EQUALS W, MAXIMUM BEAD WIDTH EQUALS 5/8°, GRIND EDGES OF WELD SMOOTH AND FLUSH EDGES OF ABUTTING PARTS. • NOTCHES OF GROOVES SHALL BE FILLED AND GROUND SMOOTH. • ALL MISC, WELDS NOT NOTED. INCLUDEING STIFFENERS. MISC. PLATES. ETC. SHALL BE PERAISC MANUAL TABLE J2.4. STRUCTURAL ALUMINUM 1. ALL ALUMINUM ALLOYS SHALL BE MINIMUM 6061 -T6 WITH MINIMUM TENSILE YEILD STRESS 35 KSI U.N.O. 2. ALL ALLUMINUM WELD SHALL CONFORM TO AWS D1.2 -83 (30) SPECIFICATIONS. 3. ALUMINUM PARTS SHALL BE WELDED WITH AN INERT GAS SHIELDED ARC OR RESISTANCE WELDING PROCESS. NO WELDING PROCESS THAT REQUIRES A WELDING FLUX SHALL BE USED. FILLER ALLOWS COMPLYING WITH THE CODE & SPECIFICATIONS REQUIREMENTS SHALL BE USED. 4. ALL WELDS CF STRUCTURAL MEMBERS SHALL BE PERFORMED BY WELDERS QUALIFIED IN ACCORDANCE WITH THE GOVERNING CODE PROCEDURES. 5. WELDING OF ALUMINUM SHALL BE IN ACCORDANCE WITH APPROVED NATIONALLY RECOGINIZED STANDARDS. 6. OXYGEN CUTTING OF ALUMINUM ALLOYS SHALL NOT BE PERMITTED. 7. WHERE ALUMINUM ALLOY PARTS ARE N CONTACT WITH DISSIMILAR METALS, OTHER THAN STAINLESS, ALUMINUM OR GALVANIZED STEEL OR A3SORBENT BUILDING MATERIALS LIKELY TO BE CONTINUOUSLY OR INTERMITTEN.Y WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWIS SEPARATED IN ACCORDANCE WITH CURRENT ALUMINUM SPECIFICATIONS. 8. DURING ERECTION, STRUCTURAL ALUMINUM SHALL BE ADEQUATELY BRACED AND FASTENED TO RESIST DEAD, WIND AND ERECTIONS LOADS. SCREWS 1. SCREWS SHALL BE SELF- TAPPING PAN HEAD, OR WAFER HEAD SHEET METAL SCREWS (ER -5202) OR EQUIVALENT. SCREWS WHICH ARE REMOVED SHALL BE REPLACED BY A SCREW OF A LARGER DIA. WHERE THE REPLACEMENT IS MADE INTO AN EXISTING HOLE. REPLACE ALL SCREWS WHICH STRIP OUT MATERIAL SCREWS SHALL BE SPACED NO CLOSER THAN 5/8' O.C. AND WITH A MIN. FREE EDGE DISTANCE OF W INCH. CLIP ANGLES OR FLAT CLIPS USED FOR ATTACHMENTS SHALL BE 33 MIL THICK MIN., U.N O. SIZE CLIP ANGLES AND FLAT CLIPS TO MAINTAIN MIN. SCREW SPACING AND EDGE DISTANCES NOTED ABOVE. ALL SCREWS #8 AND LARGER SHALL HAVE A MIN. HEAD SIZE OF 5/16 INCH. ALL SCREWS SHALL HAVE SUFFICIENT LENGTH TO ENSURE PENETRATION INTO STEEL MEMBER BY AT LEAST 2 FULL DIAMETER THREADS. SPECIAL INSPECTION I . ALL REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT ACCEPTED BUILDING CODE. CHECK WITH LOCAL BUILDING DEPARTMENT FOR REQUIRED SPECIAL INSPECTIONS. 2. THE SPECIAL INSPECTORS SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR THE INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. S 19Dth St CODE: s t l D FOR rte, s, �. d �..I� rA,• w DEC — 4 2007 City Of Tukwila BUILDING DIVISION STRUCTURAL ONLY NUV O d 10 Rainier kidustries, Ltd 18435 Olympic Ave. S. Tukwila, WA 98188 800 - 869 -7162 Toll Free 425 -251 -1800 Phone 425 -251 -5065 Fax www.Rainier.com Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent is expressly forbidden. ISO 9001:2000 REGISTERED Print Management 6700 South Glacier Street Tukwla, WA 98188 Revisions Rob Nelson Sales Person Wedge w/ Std. Truss Job Name Plot Plan Drawing Title 114991 RI Work Order Number Mark Meaney Drawn By TM / 8 -10 -07 Checked By l Date Dave Taquino Project Manager 8 -10 -07 / MM Issue Date / By A0.00 File Name: •'t 11 11 -O 1111• • 11 4.6.41•1 ••• IKJU '•• - u- r.••u•r •,• • MASTER • PROJECT MGR • SALES • DTS • FRAME I ASSEMBLY • FABRIC • GRAPHICS 0 INSTALL • WOOD SHOP • SHIPPING • Sheet Number } PROPOSED NEW REPLACEMENT AWNING. OVER EMPLOYEE ENTRANCE. OLYMPIC AVE SOUTH 6700 SO GLACIER ST TUKWILA, WA 98188 T' 0 Y cc b . 0 •`• r ` �� ° t�2.1 �� FOR t 'r A: � V l CO D t\ E ..., ,, F., : :11` - ' v LI . : ,a , NC E Plot Plan Scale: 1" = 10' -0" O a Z a DEC - 4 2007 O Tuk�� a BUT ti-DING DIVISION • • • • ♦ • • • a • • • • • • • . . . • • • • . • • • • • . • • • • • . . • • . . • • . • . • . . • . . • . • * • . • * • • • • • • • • • • • . . • • . • • - • . . • • • • . - • • • • • . • . . • . . - • • • • . . • • . • . . • • . • • . • • • • • • * • • • • • • • • . • • . • - • . • • • • • • • • • • • • • • • . . • • . • • •.•• . 4r •.• .••. • • • • • • . • • . . • . • • •..•.•.• ......o•.•.•••• ••..•••.• ••••• *...•••.••.•...•..•..S • • • • • . • . • • • • • • • • • • • • GREEN BELT • T- . • . . • . . • • • • • • • • • . • • • • . . • . • • • • • • • • . - r • • . • * • • • • • . * . • • • • • • • • • • • * • • • . . • 4. • . . • • • • * . • • • • • • . . • . • • * • • • • • • • • • • • • • • • • . . • • . . • • • • . • • • • * • • • • • • • . • • • • * • ! • • • * . • . • * • • • . • • • • . • . . . . • ▪ • • * . . • • • • • • • • • * • * • • . • • . • . • • * • * • • • * . • • • • . • • • • • • . • • . • * • . • • • • • • * CTURAL N Y RainierInduSti12S, Ltd 18435 Olympic Ave. S. Tukwila, WA 98188 800 -869 -7162 Toll Free 425 - 251 -1800 Phone 425 -251 -5065 Fax www.Rainier.com Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent is expressly forbidden. ISO 9001:2000 REGISTERED Print Management 6700 South GladerStreet Tukwia, WA 98188 Revisions Rob Nelson 13es 'erson Wedge wl Std. Truss Job Name Plot Plan Drawing Title 114991 RI Work Order Number Mark Meaney Drawn By TM 18 -10 -07 Checked By / Date Dave Taquino Project Manager 8- 10-071 MM Issue Date I By P1.00 File Name: P.1DTS1900719007 - nrs Archives\Print Maria. - u - f , • • • D , .1 f . • • • - • 111 u . f ... u - f . , . • MASTER • PROJECT MGR • SALES • DTS • FRAME 1 ASSEMBLY • FABRIC • GRAPHICS 11 INSTALL • WOOD SHOP • SHIPPING • Sheet Number LOCATION OF PROPOSED REPLACEMENT AWNING STAIRS in * si.. \': i�j. i1 :.s.4 iv��+ {•`.',y:..•..t:.?.- * c am; . •i...,`� `?Ns' r:n -`^t`'' • ;•CY:, ,-?4 J • 1 '4 %* . 1 ..4 • }t>., '+ �L:t >.• -: ^L :. f:• , y;,+i�^ :'l. q �r,: ti�iRl'.. >•.•'•': " 1 iir � L�.j :. : } i f • tom 4.-4 15' -0" 0 25' -5 West Elevation A Scale: 3/16" =1' -0" O File Name: P U1TS\9007 \7007 - fTS Arr hives \Print Management \114991 \nrawings \114991 - Print Management riwg 4 EMPLOYEE ENTRANCE EXHAUST FAN 4 } I1 GRADE 7 0 U 0 O 0 0 0 SIDEWALK REVX_ J'ED FOR CODE COMPLIANCE '. z e- DEC - 4 2007 City Of Tukwila BUILDING DIVISION STAIRS South Elevatio Scale: 3/16" = 1' -0" EMPLOYEE ENTRANCE STRUCTURAL ONLY • MASTER • PROJECT MGR • SALES • OTS • FRAME I ASSEMBLY • FABRIC • GRAPHICS • INSTALL • WOOD SHOP • SHIPPING • Sheet Number Rainier induSti'12S, Ltd 18435 Olympic Ave. S. Tukwila, WA 98188 800 -869 -7162 Toll Free 425 -251 -1800 Phone 425 -251 -5065 Fax www.Rainier.com Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent is expressly forbidden. ISO 9001:2000 REGISTERED Print Management 6700 South Glade Stet Tukwila, WA 98188 Revisions Rob Nelson Sales Person Wedge w/ Std. Truss Job Name Elevations Drawing Title 114991 RI Work Order Number Mark Meaney Drawn By TM / 8 -10 -07 Necked riTbate Dave Taquino Protect Manager 8 -10 -07 / MM Issue Date I By P2.00 File Name: • 'I MI 11 -I _..t• • i. u.°..•u•. •• Inas. •• - u.°.•-u-. •.• 3/4'x3/4 "x.110 ALUM. TUBE 1'x1'x.110 ALUM. TUBE 1'x1'x.110 STAPLE EXTRUSION (UP) 1 "x1 "x.110 STAPLE EXTRUSION (DOWN) 1'x1'x.110 STAPLE EXTRUSION (FORWARD) 1'x1 'x.110 STAPLE EXTRUSION (BACK) 8' FLUORESCENT LIGHT FIXTURE 30" 0" (END) 90" 60" 150" 120" 180" (END) Isometric View O Scale: 3/8" = 1-0" , r ° COI= C r1PLIP ACE CODE �d r: DEC - 4 2007 City Of Tukwila DiVic ON STRU ONLY 1' 7' -0" MITER CORNERS End View EII Scale: 3/8" =1' -0" I EXPIRES: ( - 13 - Q& 1 uV 0 1 1001 EXISTING CONCRETE WALL CAULK • GEOCEL 2300 AWNING FRAME TUBING SINGLE -HOLE STEEL Z- BRACKET TOP BAR: (1) EVERY 32' O.C. BOTTOM BAR (1) EVERY 64" O.C. (2) 914 HEX HD. TEK SCREWS 318'•16 UNC x 5' LONG EXPANSION 4' DEEP Concrete Attachment Detail Scale: 6" =1-0" NOTES: • FRAME • FRONT: 15' -0' • WALL: • PROJ: T0' • TRUSS: 8' • MATERIAL FINISH: MILL • ASSEMBLY • FABRIC: FERRARI 502 #8115 DK BROWN (12 YDS) • GYMP: #06 BROWN • LIGHTING: (1) 8' LIGHT FIXTURE • FABRIC ATTACHMENT: STAPLE • GRAPHICS • GRAPHICS: NONE • INSTALL • CENTER AWN)NG OVER DOORWAY • MOUNT BOTTOM 8' -0' OFF TOP LANDING Rainier 18435 Olympic Ave. S. Tukwila, WA 98188 800 -869 -7162 Toll Free 425 -251 -1800 Phone 425 -251 -5065 Fax www.Rainier.com Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent Is expressly forbidden. ISO 9001:2000 REGISTERED Print Management 6700 South Glacier Street Tukwila, WA 98188 Revisions Rob Nelson Sales Person Wedge w/ Std. Truss Job Name Frame Drawing Title 114991 RI Work Order Number Mark Meaney Drawn By TM/8-10-07 Checked By / Date Dave Taquino Project Manager 8 -10 -07 / MM Issue Dale / By P3.00 • MASTER • PROJECT MGR • SALES • DTS • FRAME I ASSEMBLY • FABRIC • GRAPHICS • INSTALL • WOOD SHOP • SHIPPING • Sheet Number 2" PULL STRIP T 2" PULL STRIP CUT 1X F/S FERRARI 502 #8115 DARK BROWN (13 YDS) 3" PULL STRIP 3' PULL STRIP QTY 1 (LEFT) QTY 1 (RIGHT) 7' - 0• FINISHED DIMENSION T-6 v0 al� t T A Fabric - Layout Scale: 3/8" = rfl • Fabric - CEI Scale: 3/8" =1' -0" 39' -0" e .// CO C ; ;_''0 1 \ G � tJ' 717, 111 e o Top Pull : 3" Top Bar: 1" Top Cut : 8'-5 1/4" Truss : 8" Bottom Pull : 3" Total: 9'-8 1/4" RUCTURAL ONLY "�•t E. /A 1 EXP. 13 • °`01 Rainier Industries, Ltd 18435 Olympic Ave. S. Tukwila, WA 98188 800 - 869 -7162 Toll Free 425 -251 -1800 Phone 425 -251 -5065 Fax www.Rainier.com Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent is expressly forbidden. ISO 9001:2000 REGISTERED Print Management 6700 South Glacier Street Tukwila, WA 98188 FERRARI 502 #8115 DARK BROWN Fabnc 13 YARDS Yardage Revisions Rob Nelson Sales Person Wedge w/ Std. Truss Job Name Fabric - CEI Drawing Tide 114991 RI Work Order Number Mark Meaney Drawn By TM / 8 -10 -07 Checked By/Date Dave Taquino Protect Manager 8 -10 -07 / MM Issue Date / By F1.00 File Name: 1 11 11 -1 - 11 • i1 11.1.••u•11 1 .1411 . .. - ri.I.. 1,• • MASTER • PROJECT MGR • SALES • DTS • FRAME / ASSEMBLY • FABRIC • GRAPHICS • INSTALL • WOOD SHOP • SHIPPING • Sheet Number r O0 '1'1 nild 3" PULL STRIP (ALL AROUND) C y�§G \\_ _ 1" HEAT SEAL, SMALL PIECE ON TOP (N /S) 15' -0" FINISHED DIMENSION 1ST," 2" PULL STRIP T 2" PULL STRIP CUT 1X F/S FERRARI 502 #8115 DARK BROWN (13 YDS) 3" PULL STRIP 3' PULL STRIP QTY 1 (LEFT) QTY 1 (RIGHT) 7' - 0• FINISHED DIMENSION T-6 v0 al� t T A Fabric - Layout Scale: 3/8" = rfl • Fabric - CEI Scale: 3/8" =1' -0" 39' -0" e .// CO C ; ;_''0 1 \ G � tJ' 717, 111 e o Top Pull : 3" Top Bar: 1" Top Cut : 8'-5 1/4" Truss : 8" Bottom Pull : 3" Total: 9'-8 1/4" RUCTURAL ONLY "�•t E. /A 1 EXP. 13 • °`01 Rainier Industries, Ltd 18435 Olympic Ave. S. Tukwila, WA 98188 800 - 869 -7162 Toll Free 425 -251 -1800 Phone 425 -251 -5065 Fax www.Rainier.com Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without written consent is expressly forbidden. ISO 9001:2000 REGISTERED Print Management 6700 South Glacier Street Tukwila, WA 98188 FERRARI 502 #8115 DARK BROWN Fabnc 13 YARDS Yardage Revisions Rob Nelson Sales Person Wedge w/ Std. Truss Job Name Fabric - CEI Drawing Tide 114991 RI Work Order Number Mark Meaney Drawn By TM / 8 -10 -07 Checked By/Date Dave Taquino Protect Manager 8 -10 -07 / MM Issue Date / By F1.00 File Name: 1 11 11 -1 - 11 • i1 11.1.••u•11 1 .1411 . .. - ri.I.. 1,• • MASTER • PROJECT MGR • SALES • DTS • FRAME / ASSEMBLY • FABRIC • GRAPHICS • INSTALL • WOOD SHOP • SHIPPING • Sheet Number