A concrete slab over metal deck bears against a wide-flange steel beam, referencing sheet S6.03 for the slab connection details and sheet S6.02 for future slab dowel bar anchor sizes and spacings. A future concrete slab aligns with the opposite side of the beam web, referencing the structural plans for geometry. The wide-flange beam is positioned vertically with reference to the framing plan.
C WF BEAM REF. PLAN CONC. OVER METAL DECK REF. PLAN REF. 12/S6.03 FOR SLAB CONNECTION TO WF REF. 2/S6.03 FOR DBA SIZE AND SPACING REF. 7/S6.02 FOR FUTURE SLAB DBA FUTURE SLAB, REF. PLAN
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