Concrete grade beam reinforcement layout includes longitudinal rebar and transverse number four ties spaced per schedule. A Class B splice is detailed with typical lap lengths extended each end, maintaining three inches of concrete clearance. Reinforcement extends into the footing face by a development length "ld". Footing reinforcing steel is sized per schedule and shown elsewhere on plan.
TYP AT INT BM SPLICE SEE SCHED ON SHT S400 TYP AT EXT BM FOOTING REINF NOT SHOWN - SEE SCHEDULE FOOTING SEE PLAN FACE OF FOOTING EXTEND REBARS "ld" FACE OF FOOTING GRADE BEAM REINF SEE SCHEDULE SEE SCHEDULE FOR SPACINGS #4 TIES 2" . "CLASS B" TYPICAL 3" CLR 2 S-403G 6 S-403G EA END "CLASS B" SPLICE TYP
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