Top and bottom reinforcing bars match the schedule, supplemented by two number five by five-foot side bars at each side. The top bars feature standard hooks, with additional number four stirrups provided according to the specified depth "d" of the grade beam or footing. Concrete clear cover is maintained at three inches at the bottom and two inches typically, with bar lap splice lengths detailed at forty-eight times the bar diameter.
AT TOP REBAR REBAR TO MATCH BOTTOM REBAR IN SIZE AND NUMBER GRADE BEAM SEE SCHEDULE TO GRADE BEAM BEND TOP BARS w/ STD HOOK, TYP TOC SLAB (2) #5x5'-0" SIDE BARS AT EACH SIDE REBAR TO MATCH TOP REBAR IN SIZE AND NUMBER ADD #4 STIRRUP "d" DENOTES DIAMETER OF BAR "D" DENOTES DEPTH OF GRADE BEAM OR FOOTING 3" CLR D TYP 2" CLR "D" 2'-0" TYP OR TYP 48 "d" 1'-6" TYP
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