A continuous metal deck extends over the end beam with a minimum two-foot overlap at dimension 2A. A 16-gauge edge form and 20-gauge end closure terminate the slab edge relative to the stud face, maintaining a maximum dimension A of twenty-one inches. Additional continuous number four reinforcing bars are placed with bends wrapping one hundred eighty degrees around a transverse number four bar. Additional number four rebar is spaced at twelve inches on center across the deck.
16GA EDGE FORM 20GA END CLOSURE DECK PERPENDICULAR TO SLAB EDGE (A > 8 1/2") FACE OF STUD ADD #4@12" BEND REBAR 180° AROUND #4 BAR ADD #4 CONT 1/2" (21" MAX) A PROVIDE DECK CONTINUOUS OVER END BEAM (2'-0" MIN) 2A C
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