The edge of deck detail frames a structural steel beam supporting a metal deck with outriggers spaced at eight feet on center maximum and at columns. A continuous twelve gauge edge angle is welded to the metal deck with three-eighths inch typical welds. A bent plate specified per detail two on sheet S1.03A ties into the assembly over the beam flange. Outriggers formed from L5x5x5/16 angles tie back to the structural beam with one-quarter inch typical fillet welds. Additional dimensional limits include a three inch overhang, a four inch minimum dimension, a six inch maximum dimension, and a one foot eight inch maximum dimension.
BEAM - SEE PLAN METAL DECK - SEE PLAN L5x5x5/16 OUTRIGGERS @ 8'-0"OC MAX & AT COLUMNS CONT 12 GA EDGE ANGLE 6" MAX 1'-8" MAX 1/4 TYP 3/8 TYP BENT PLATE PER 2/S1.03A NOTE: FOR INFORMATION NOT SHOWN, SEE "TYPICAL STEEL DECK DETAILS" 1 2 4" MIN 3"
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