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Madison Industries Customer: Mobil Fueling Canopy <br />Designed by: ML/JFB Structure: 65'-0" x 54'-4" (4) Column Canopy <br />August 4, 2016 Location: Tracy, CA 95377 <br />Job No: WCA17860-1 Sheet 5 <br />Foundation Summary Sheet <br />Column C1 <br />N.G., frost line, or <br />90% compacted fill <br />JUN 08 2017 <br />HSS12x12x3/8 <br />A � —� A <br />A-� �K <br />1,7== I I 1 11 �Tj <br />d <br />o <br />, <br />o <br />ENVI ►ONMENTAL HEP <br />DEPARTMENT <br />Drive slab <br />(constrains top <br />of footing) <br />0 (2) No. 4 ties in top 5" of ftg <br />No. 4 ties @ 12" o.c. rest of ftg <br />\1 I '�,— Heavy hex nut (typ) <br />I < 18 <br />Footing designs include either a round or square alternate: Section A -A <br />Round Foundation: w = 5.0 ft diameter x d = 8.5 ft deep <br />with 16 no. 6 vertical rebars per ftg w/ # 4 horz ties @ 12" o.c. <br />Square Foundation: w = 4.5 ft square x d = 8.5 ft deep <br />with 5 no. 6 vertical rebars per face of sq. ftg w/ # 4 horz ties @ 12" o.c. <br />Anchor Bolts: Use: 4 -- 1.500 inch dia. x min. 54 in long (Material = F1554 Gr. 36) <br />( 44 inches min. embedment to top of nut) <br />Base Plate: Use: 22 inch square x 1.375 in thick (Material = A36) <br />(c/c spacing of outside bolt holes = 18 inches) <br />Weld of Column to Base Plate: 0.5625 inch fillet weld all around <br />