Reinforcing layout for a reinforced concrete grade beam spanning between column centerlines. The grade beam features longitudinal reinforcement sized per schedule, enclosed by number four ties spaced according to the structural schedule with a typical three-inch concrete clearance. Class B splices are specified at each end of the span, and rebars extend a development length "ld" past the face of the footing. Footing reinforcement is omitted from this view and referenced to the structural schedules and plans.
TYP AT INT BM SPLICE SEE SCHED ON SHT S1.02 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 GRID LINE, OF COL SEE PLAN VARIES - SEE PLAN SEE SCHEDULE FOR SPACINGS #4 TIES 2" . GRID LINE, OF COL SEE PLAN "CLASS B" TYPICAL 3" CLR - SEE SCHEDULE GRADE BEAM DEPTH 4 S4.01.6 8 S4.01.6 EA END "CLASS B" SPLICE TYP
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