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HomeMy WebLinkAboutSav-On - Canopy Framing PlanI FASCIA PANEL �__ _1 r CL c z c c c I Ec n 11'-6 1/2" 26'-0" W 12X22 _ � 20 GA, WHITE ACRYLIC EMBOSSED DECK WITH 3" SEAMS AT 1'-4" 0/C W 12X22 3_ TS 12 X (o X 3/8- 1 16 W 12X22 W12X22 (SHELL) 5'-6" A�rt__t_ r f FASCIA PANEL TYPICAL CORNER DETAIL 12 GA. GALV. FLAII(1 BRACE 2" 1/4"0 S.S. DUL_I -- \\-1'-4" X 3" ST'L. CEILING DECK [LANGE BRACE DETAIL u �SPANDREL BELOW TYPICAL 4 PLACES I FRAMING PIAN 20 GA. GALVALUME EMBOSSED STEEL DECK W/ MHT. ACRY. FINISH CEILING DECK DETAIL G 0 75'-1" 0/0 CANOPY 11'-6 1/2- L 2 X 2 X 1/8" SEE CORNER FLANGE BRACES DETAIL. AT 1/3 SPAN (PECTEN) 'I o W12X22 O 0 00 x x W12X22 3 .T 12 X (-v X 3/8 TS 2 X 6 X '�/g EMBOSSED 20 GA. IIACRYLIC CUTTER W 12X22 ill I I I I W 12X22 (PECTEN) EC - 16 SPACES AT 4'-0" = 64'-0" 5'-7" r r r r r 56 SPACES AT 1'-4" = 74'-8" _ A 1 'B c / OF 1�fq�S g�ROGER 9�cn i LINGERFELT rn o STRUCTURAL NO. 36026 STEF�� ' NAL �4c�jG. ni �� �� ti NOTE: REFER TO SHELL DRAWINGS FOR TYPICAL DOWN LIGHTING LAYOUT PLANTOR COMPLETE CANOPY STANDARD LIGHTING PACKAGE REFER TO APPROVED SUPPLIER B.O. AGREEMENT. STRUCTURAL SPECIFICATIONS 1. STRUCTURAL STEEL WORK: DESIGN LOADS A.) M 2 EXCEPT WHERE NOTED. STEEL TUBES SHALL CONFORM TO ASTM A500, GRADEB F_ N z 40 PSF LLJ IFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL ..J ......... 5 PSF x FOR BUILDINGS", AISC, LATEST EDITION. U B.) w 0 1.) BOLTED CONNECTIONS: USE ASTM A307 BOLTS IN ALL CONNECTIONS, UNLESS NOTED OTHERWISE. CD SEQUENCE N 2.) WELDED CONNECTIONS: USE AWS A5.1, CLASS E70XX ELECTRODES FOR II � z MANUAL WELDING AND GRADE SAW -2 FOR SEMI-AUTOMATIC ARC WELDING. I ' ELEVATIONS (EC -2) C.) Q SECTIONS (EC -3) = V) FOUNDATION w 4 Z W J V x In U W M p) �o I A 1 'B c / OF 1�fq�S g�ROGER 9�cn i LINGERFELT rn o STRUCTURAL NO. 36026 STEF�� ' NAL �4c�jG. ni �� �� ti NOTE: REFER TO SHELL DRAWINGS FOR TYPICAL DOWN LIGHTING LAYOUT PLANTOR COMPLETE CANOPY STANDARD LIGHTING PACKAGE REFER TO APPROVED SUPPLIER B.O. AGREEMENT. MADISON SCOPE OF WORK 1. FURNISH & INSTALL STRUCTURAL STEEL FRAMING 2. FURNISH & INSTALL ROOF DECK, GUTTERS, FLASHING, SOFFIT & FASCIA 3. INSTALL TOP, BACK &- CORNERS OF LITEBOX HOUSING ONLY. (BOTTOM, LENS & CONNECTIONS BY OTHERS) 4. WATER PROOF THE ROOF INCLUDING GUTTERS 5. CLEAN & TOUCH-UP ALL PRE -FINISHED METAL 6. PICK-UP & DISPOSE OF ALL MADISON DEBRIS WORK BY OTHERS 1 . PERMITS 2. CONCRETE WORK (AS REQ'D.) 3. ELECTRICAL (AS REQ'D.) 4. PLUMBING (AS REQ'D.) 5. PAINTING & DECALS (AS REQ'D.) 6. SIGNS (IF REQ'D.) NOV 031993 HEALTH DEPT. M"' A D S, 0 N Joe NO. G3—SH-222-T 381 CAMP ST. & YARMOUTH HYANNIS, MA. JOB LOCATION DRW. NO. SHEET OF REV_ EC- 1 1 4 © Shell Oil Company. all rights reserved 1992 MARK DATE REVISION -- - --- BY APYD SMELL OIL COMPANY HOUSTON, TEXAS -2 8'- 0" X 75-1" SILVERADO CANOPY 40 PSF FRAMING PLAN SCALE 3/16" = 1'-0' CHKD./APYD DATE 10-21-93 APPROVED DWN. BY J. REED CHKD. BY STRUCTURAL SPECIFICATIONS 1. STRUCTURAL STEEL WORK: DESIGN LOADS A.) STRUCTURAL STEEL AND ANCHOR BOLTS SHALL CONFORM TO ASTM A36 (Fy = 36 KSI), EXCEPT WHERE NOTED. STEEL TUBES SHALL CONFORM TO ASTM A500, GRADEB (Fy = 46 KSI). FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH "SPEC- ROOF LIVE LOAD .... 40 PSF IFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL ROOF DEAD LOAD ......... 5 PSF FOR BUILDINGS", AISC, LATEST EDITION. TOTAL .........45 PSF B.) CONNECTIONS SHALL BE SHOP WELDED AND FIELD BOLTED. 1.) BOLTED CONNECTIONS: USE ASTM A307 BOLTS IN ALL CONNECTIONS, UNLESS NOTED OTHERWISE. DRAWING SEQUENCE 2.) WELDED CONNECTIONS: USE AWS A5.1, CLASS E70XX ELECTRODES FOR MANUAL WELDING AND GRADE SAW -2 FOR SEMI-AUTOMATIC ARC WELDING. FRAMING PLAN (EC -1) ' ELEVATIONS (EC -2) C.) APPLY ONE SHOP COAT OF RED OXIDE PRNER TO ALL STRUCTURAL STEEL. SECTIONS (EC -3) (FINISH PAINT BY OTHERS PER SHELL SPECIFICATIONS.) FOUNDATION PLAN (FC -1) MADISON SCOPE OF WORK 1. FURNISH & INSTALL STRUCTURAL STEEL FRAMING 2. FURNISH & INSTALL ROOF DECK, GUTTERS, FLASHING, SOFFIT & FASCIA 3. INSTALL TOP, BACK &- CORNERS OF LITEBOX HOUSING ONLY. (BOTTOM, LENS & CONNECTIONS BY OTHERS) 4. WATER PROOF THE ROOF INCLUDING GUTTERS 5. CLEAN & TOUCH-UP ALL PRE -FINISHED METAL 6. PICK-UP & DISPOSE OF ALL MADISON DEBRIS WORK BY OTHERS 1 . PERMITS 2. CONCRETE WORK (AS REQ'D.) 3. ELECTRICAL (AS REQ'D.) 4. PLUMBING (AS REQ'D.) 5. PAINTING & DECALS (AS REQ'D.) 6. SIGNS (IF REQ'D.) NOV 031993 HEALTH DEPT. M"' A D S, 0 N Joe NO. G3—SH-222-T 381 CAMP ST. & YARMOUTH HYANNIS, MA. JOB LOCATION DRW. NO. SHEET OF REV_ EC- 1 1 4 © Shell Oil Company. all rights reserved 1992 MARK DATE REVISION -- - --- BY APYD SMELL OIL COMPANY HOUSTON, TEXAS -2 8'- 0" X 75-1" SILVERADO CANOPY 40 PSF FRAMING PLAN SCALE 3/16" = 1'-0' CHKD./APYD DATE 10-21-93 APPROVED DWN. BY J. REED CHKD. BY