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Madison Industries Designed by: ML/JFB August 4, 2016 Job No: WCA17860-1 E E a I Customer: Mobil Fueling Canopy Structure: 65'-0" x 54'-4" (4) Column Canopy Location: Tracy, CA 95377 Sheet 3 Canopy Roof Framing Plan B) Canoov Dim (G) _ I _ (G) _ I _ (F) _ I _ (G) _ I _ (G) _ I (H Canopy Dimensions Qty (A) = 54.33 ft Material (B) = 65.00 ft W14x22 (C) = 26.00 ft 1 (D) = 14.17 ft 33&34 (F) = 8.00 ft 54.33 ft (G) = 12.25 ft 50 ksi (H) = 4.00 ft 2 (J) = 22.00 ft A992 (K) = 21.50 ft W18x55 2 57.67 ft 6343 lbs A992 50 ksi Column C1 = HSS12x12x3/8 4 18.83 ft 4377 lbs A500 Gr. B 46 ksi Center utter Canopy Dimensions Qty (A) = 54.33 ft Material (B) = 65.00 ft W14x22 (C) = 26.00 ft 1 (D) = 14.17 ft 33&34 (F) = 8.00 ft 54.33 ft (G) = 12.25 ft 50 ksi (H) = 4.00 ft 2 (J) = 22.00 ft A992 (K) = 21.50 ft Canopy Clear Ht = 15.00 ft Fascia Ht = 3.00 ft Roof Deck Flange Stay (typ) Fascia (all around) optional Moment Connection on Girder (typ, see sheet 29); Moment connection can be installed anywhere on girder ++ LJ JUN 08 2017 Member Sizes Qty Length Total Weight Material Ff Beams B1 = W14x22 2 54.33 ft 2391 lbs A992 50 ksi Beams B2 = W1422 2 54.33 ft 2391 lbs A992 50 ksi Beams B3 = W14x22 2 54.33 ft 2391 lbs A992 50 ksi Girder G1 = W18x55 2 57.67 ft 6343 lbs A992 50 ksi Column C1 = HSS12x12x3/8 4 18.83 ft 4377 lbs A500 Gr. B 46 ksi Roof Deck = 20 gage with 3 inch tall ribs @ 16 inch spacing A653 50 ksi 2650 linear feet of deck panel required Beam to Girder Connection: (4) 3/4" dia A307 Bolts at each connection Framing: Girders rest on top of columns; beams hang from girders; deck is fastened to bottom of beams.