The assembly features a continuous ledger angle bolted to a CMU wall with 5/8-inch diameter anchor bolts spaced at 16 inches maximum. A concrete-filled metal deck bears on the ledger angle with a minimum 2-inch bearing requirement, and dowels match the vertical wall reinforcement while continuous cord reinforcement is provided in the CMU wall.
Text on the drawing
EQ EQ 4" . Ld PER (H) REINF PER WALL ELEV (2)-#5 CONT CORD REINF, UNO IN ELEV 5" EMBED CONT LEDGER PER PLAN W/5/8" DIA AB @ 16" MAX DOWELS TO MATCH WALL (V) REINF PER PLAN 36" MIN BEARING 2" MIN EQ EQ PER SCH SEE CMU WALL PER PLAN 2 S0.3.1 1 S0.1.5
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