Reinforced concrete grade beam spanning between column grid lines features top and bottom longitudinal reinforcement sized per schedule with a Class B splice located in Zone B. Transverse #4 ties are spaced according to the schedule across Zones A and B with a typical three-inch concrete clearance. Rebar extensions and development lengths are dimensioned relative to the face of the footing. Footing reinforcement and grade beam depth are referenced to project schedules.
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 1 S4-122 4 S4-122 ZONE A ZONE B ZONE A 6" CONCRETE WALL WITH #5 @
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