A structural steel beam frames into a supporting steel member, carrying a concrete slab over a metal floor deck reinforced with one-half inch diameter by twenty-four-inch deformed bar anchors at sixteen inches on center. A six-inch diagonal brace is tied back at forty-eight inches on center using a stiffener clip and a three-eighths-inch web stiffener. A continuous L6x6x5/16 brick ledger angle supports the exterior brick veneer, backed by six-inch sixteen-gauge studs spaced at sixteen inches on center typical at the brick line. Exterior finishes and beam sizes are coordinated per the architectural and structural plans.
1/2"Øx24" DBA AT 16" oc 6" DIAG BRACE AT 48"oc 4 S301 CONC OVER MTL FLR DECK SEE ARCH FOR EXTERIOR FINISH STL BM, SEE PLAN STL BM, SEE PLAN STIFF CLIP L6x6x5/16 x CONT BRICK LEDGER 6" 16ga STUDS AT 16"oc TYP AT BRICK 3/8" WEB STIFF D E
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