This concrete pier detail outlines reinforcement requirements for structural piers with a width greater than two feet. Vertical rebar runs full height per the schedule and is spaced at a maximum of eighteen inches on center. Horizontal ties are placed at openings or recesses plus two feet six inches, with tie size and spacing governed by the schedule and a maximum spacing of twenty-four inches on center for the remainder above and below openings or recesses. Clearances are specified as one and one-half inches typical to ties and three-quarters of an inch to horizontal ties unless noted otherwise. Edge bar substitution follows panel elevations where required, and a specific cast down face is indicated.
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