Concrete pier reinforcement details for members with a width greater than two feet show vertical rebar running full height spaced at a maximum of eighteen inches on center. Horizontal ties are spaced at twenty-four inches on center above and below openings or recesses, with specific tie sizes and spacing detailed in the schedule. Clearances require one and a half inches to ties typically, with three-quarters of an inch clearance to horizontal ties unless noted otherwise. Edge bar substitutions and special tie placement at recesses are coordinated per panel elevations.
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