A concrete topping slab over a metal floor deck bears on a structural steel beam connected via a bolted shear tab and supported by a diagonal web stiffener plate. Dimensions indicate a one-half inch clearance gap and a variable span from twelve to twenty-eight inches, with a six-inch adjustment provided for architectural clearance as noted on structural sheet S601. The steel beam web stiffener is detailed per structural notes.
CONC OVER MTL FLR DECK 1/2" 12" < L ≤ 28" STL BM STL BM WEB STIFF, SEE GSN 8 S601 FOR ARCH CLEARANCE 6" ADJUST AS NEEDED 3 S802
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