Concrete slab reinforcement follows specified span lengths with top and bottom rebar details at supports and midspan. A minimum two-foot-six-inch lap splice is provided at designated locations with staggered splices. Temperature reinforcing extends three inches from the centerline of support with a minimum two-foot-six-inch lap splice. At discontinuous ends, all top bars receive standard hooks and all bottom bars extend to within two inches from the edge of the slab. One-way slabs require camber per the typical camber schedule unless noted otherwise.
Ln FOR SLAB "t" SEE PLAN AND SCHEDULE 1" CLR CLR 1" 2" LOCATION OF 2'-6" LAP WHERE OCCURS CONTINUE EVERY THIRD TOP BAR AT DISCONTINUOUS ENDS EXTEND ALL TOP BARS W/ STANDARD HOOKS AND ALL BOTTOM BARS TO WITHIN 2" FROM EDGE OF SLAB TEMPERATURE REINFORCING PER SCHEDULE, EXTEND ENDS 3" FROM CL OF SUPPORT AND PROVIDE MIN 2'-6" LAP SPLICE SPAN PER PLAN 0.33Ln NOTE: CAMBER ONE-WAY SLABS PER "TYPICAL CAMBER SCHEDULE FOR ONE WAY SLABS AND BEAMS". ALL ELEVATED SLAB BAYS REQUIRE CAMBER UNO. SUPPORT SUPPORT 0.33Ln STAGGER 2'-0" 0.33Ln 0.33Ln STAGGER 2'-0" SPLICE 2'-6" LAP 3" 3" 3" 3"
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