The assembly comprises a concrete slab poured over metal deck bearing on a structural steel support, detailed for both deck perpendicular and parallel orientations. An eighteen-gauge closure angle forms the slab edge, welded to the deck per structural drawing references. Slab reinforcement is placed per schedule with specified edge distances and dimensions "A" and "e". A companion schedule provides thickness requirements in gauges for the closure angle based on dimensions "A" and "e".
THICKNESS OF CLOSURE ANGLE, GA. 2 3 4 5 6 7 8 9 10 10 10 10 12 12 12 14 14 14 12 12 12 12 10 10 10 - - ≤6 3/4 ≤8 "A" IN "e" IN SEE PLAN AT DECK PERPENDICULAR TO SUPPORT METAL DECK CLOSURE TO DECK WELD PER 5/S5-10 18 GAGE CLOSURE ANGLE 18 GA CLOSURE ANGLE SEE NOTE 2 A CLOSURE ANGLE SEE SCHEDULE, SEE NOTE 2 EDGE OF SLAB 2" MIN. 1/8 1-12 AT DECK PARALLEL TO SUPPORT REINFORCEMENT PER SCHEDULE REINFORCEMENT PER SCHEDULE SEE NOTE 1 e
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