A concrete slab on metal deck bears on a structural steel edge beam and is retained by a continuous twelve gauge edge form. Continuous number four reinforcing bars run horizontally within the slab edge, supplemented by number three bars spaced at twelve inches on center. An L5x5x3/8 angle spans at ten feet maximum, aligned with the beam on the opposite side. The connection features a 3/8 plate welded with a quarter-inch fillet weld on two sides typical.
(2'-7" MAX) D 6'-0" 2#4 CONT L5x5x3/8 @ 10'-0" MAX (ALIGN W/ BEAM AT OPPOSITE SIDE) 12 GA CONT EDGE FORM EDGE BEAM SEE PLAN BEAM SEE PLAN #3@12" OC (2'-7" MAX) SEE PLAN 3/8 PP 1/2" TYP 1/4 2 SIDES 2" MIN
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