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HomeMy WebLinkAboutSav-On - Canopy Foundation Plan002zz n TOP OF HIGH ISLAND ELEVATION: TOP OF ALL FOOTINGS AT SAFE ELEVATION: A G r 'OP OF ISLAND :LEVAI ION FOOTING 'A' 4"0 P.V.C. DOWNSPOUT b t1 AUr ) FOUNDATION PLAN SCALE: 3/16" TS 12 X 6 AND FORK 'A' DETAIL rAl F. 3/4" _ I'T E 3/8" X 4" X 0'-4- 1 1/4"X14"X1'-8 — 1 1/4" 0 X 4'-0" ANCHOR BOLTS HAVING 4" HOOK AND 6" THREADS W/ 2 NUTS AND 2 WASHERS PER BOLT FURNISHED AND INSTALLED BY G.C. NO. 5 VERTICAL AT CORNERS AND 1'-(" 0/C EACH FACE NO. 4 TIES AT 1'-O" 0/C 0 FOUNDATION SPECIFICATIONS 1. EARTHWORK A.) FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM SAFE BEARING CAPACITY OF 2000 PSF. B_) WHEREVER POSSIBLE, FOOTINGS SHALL BE PLACED DIRECTLY AGAINST UNDISTURBED SOIL. 2. CONCRETE WORK: A.) CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"AC1 318-77), AND SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301-72� B.) CONCRETE FOR FOOTINGS SHALL HAVE A ULTIMATE COMPRESSIVE STRENGTH OF ' 3000 PSI. C.) REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. P�ZH OF M,A o ROGER G o LINGERFELT m ` STRUCTURAL Z2'-6" r NO.36026 m°J G/STER��� '510NA 5 5 5 5 F. fe AD�SON !M fi W 'bo® JOB NO. G3—SH-222—T • • • • 381 CAMP ST_ & YARMOUTH HYANNIS, MA JOB LOCATION FOOTING 'A' ANCHOR BOLT PLAN °R"'' NO. SHEET OF ; REV. FC - 1 4 4 SCALE: 3/4w = I' -Cr © Shell Oil Company. all rights reserved 1992 BY W D SMELL OIL COMPANY HOUSTON, TEXAS 28'-0" X 75'-1 SILVERADO CANOPY 40 PSF FOUNDATION . PLAN SCALE 3/15' V-5' CHKD./AP'V'D DATE 10-21-93 APPROVED DWN. BY J. REED CHKD. E?Y 4 zz n TOP OF HIGH ISLAND ELEVATION: TOP OF ALL FOOTINGS AT SAFE ELEVATION: A G r 'OP OF ISLAND :LEVAI ION FOOTING 'A' 4"0 P.V.C. DOWNSPOUT b t1 AUr ) FOUNDATION PLAN SCALE: 3/16" TS 12 X 6 AND FORK 'A' DETAIL rAl F. 3/4" _ I'T E 3/8" X 4" X 0'-4- 1 1/4"X14"X1'-8 — 1 1/4" 0 X 4'-0" ANCHOR BOLTS HAVING 4" HOOK AND 6" THREADS W/ 2 NUTS AND 2 WASHERS PER BOLT FURNISHED AND INSTALLED BY G.C. NO. 5 VERTICAL AT CORNERS AND 1'-(" 0/C EACH FACE NO. 4 TIES AT 1'-O" 0/C 0 FOUNDATION SPECIFICATIONS 1. EARTHWORK A.) FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM SAFE BEARING CAPACITY OF 2000 PSF. B_) WHEREVER POSSIBLE, FOOTINGS SHALL BE PLACED DIRECTLY AGAINST UNDISTURBED SOIL. 2. CONCRETE WORK: A.) CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"AC1 318-77), AND SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301-72� B.) CONCRETE FOR FOOTINGS SHALL HAVE A ULTIMATE COMPRESSIVE STRENGTH OF ' 3000 PSI. C.) REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. P�ZH OF M,A o ROGER G o LINGERFELT m ` STRUCTURAL Z2'-6" r NO.36026 m°J G/STER��� '510NA 5 5 5 5 F. fe AD�SON !M fi W 'bo® JOB NO. G3—SH-222—T • • • • 381 CAMP ST_ & YARMOUTH HYANNIS, MA JOB LOCATION FOOTING 'A' ANCHOR BOLT PLAN °R"'' NO. SHEET OF ; REV. FC - 1 4 4 SCALE: 3/4w = I' -Cr © Shell Oil Company. all rights reserved 1992 BY W D SMELL OIL COMPANY HOUSTON, TEXAS 28'-0" X 75'-1 SILVERADO CANOPY 40 PSF FOUNDATION . PLAN SCALE 3/15' V-5' CHKD./AP'V'D DATE 10-21-93 APPROVED DWN. BY J. REED CHKD. E?Y