Composite floor slab construction featuring steel decking perpendicular to structural steel beams with welded studs as required. A continuous number three reinforcing bar is wired to studs to support welded wire fabric or reinforcing steel. Additional number three bars at six feet zero inches long spaced at twelve inches on center are provided at cantilevers and W24 and deeper beams. A fourteen gauge continuous bent plate edge form with a one half inch return at the top finishes the slab edge at interior conditions. Concrete cover dimensions maintain one inch to welded wire fabric and three quarters of an inch to rebar typical.
ADD #3x6'-0" @ 12"OC (AT CANTILEVER) STEEL DECKING PERPENDICULAR TO BEAM #3 CONT BAR WIRED TO STUDS, TYP (TO SUPPORT WWF OR REINF) SEE PLAN AND SCHEDULE EDGE BEAM SEE PLAN BEAM SEE PLAN STEEL DECK SEE PLAN AND SCHEDULE WELDED STUDS AS REQUIRED ADD #3x6'-0" @ 12"OC AT W24 AND DEEPER BEAMS 14 GA BENT PL CONT (2) #4 CONT CANTILEVER 2'-0" MAX TYPICAL AT INTERIOR CONDITIONS ONLY SEE DETAIL "A" 1/2" RETURN TYP AT TOP OF BENT PL EDGE FORM SEE TYP SLAB EDGE DETAIL (SIM) AT EXTERIOR AND PERIMETER L1 L2 L3 L4 2 1/2" MIN . 3" MIN BEARING 2" MIN 1" CLR TO WWF TYP 3/4" CLR TO REBAR TYP A . .
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