The assembly details steel deck running parallel to an edge beam with continuous twelve-gauge bent plates welded to the supporting steel beam. A sixteen-gauge continuous bent edge plate forms the perimeter termination, while intermediate conditions utilize an L4x4x1/4 angle spaced at eight feet maximum per detail reference. Three-quarter-inch diameter fasteners anchor the assembly at twelve-inch center-to-center spacings with specific dimensional limits.
STEEL DECK PARALLEL TO EDGE BM 16 GA BENT EDGE PL CONT STEEL DECK SEE PLAN STEEL DECK SEE PLAN 12 GA CONT BENT PL (WELDED TO BEAM) 8" MAX 2'-0" MAX 3/4"Ø @12" OC STEEL DECK SEE PLAN 12 GA CONT BENT PL (WELDED TO BEAM) 2'-0" MAX L4x4x1/4 @ 8'-0" MAX PER DETAIL 9D/- 3/4"Ø @12" OC (0'-8" MAX) A (2'-0" MAX) B 2" TYP
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