A structural concrete erection pad rests beneath a slab with a thickness defined as 'T' per the schedule and a square dimension denoted by 'SQ. SEE SCHEDULE'. The footing features horizontal reinforcing bars with a three-inch clear cover at the bottom. A thickened concrete section extends upward into the main slab, reinforced with vertical #5 rebars spaced within a one-foot width, requiring a minimum of three bars. Additional horizontal reinforcing bars run continuously through the base of the slab above the pad.
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