A continuous one-quarter-inch bent plate forms the edge closure along a structural steel edge beam sized per plan, with metal deck spanning across the framing as specified. A one-half-inch diameter by thirty and one-eighth-inch long Nelson D2L deformed bar anchor is welded to the closure plate at each wall framing support at a maximum sixteen-inch spacing, complying with ICC ESR-2907. Number four reinforcing bars spaced at twelve inches on center run perpendicular across the deck assembly, with a two-foot four-inch dimension indicating placement.
1/4" BENT PL CONT EDGE BEAM PER PLAN DECK PER PLAN #4 @ 12" OC 2' - 4" NELSON D2L 1/2" Ø 30 1/8" DEFORMED BAR ANCHOR WELDED TO CLOSURE PL AT EACH WALL FRAMING SUPPORT (16" MAX). ICC ESR. 2907
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