The structural reinforcement configuration for a concrete grade beam between column grid lines consists of longitudinal reinforcing bars with a Class B lap splice located in Zone B, anchored into the exterior footings with required development lengths. Transverse reinforcement consists of number four ties spaced according to the schedule across designated zones with three inches of typical concrete cover.
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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