A circular concrete pier section details vertical reinforcement and ties sized per the schedule. The assembly specifies a minimum concrete clearance of two and one-half inches if cased, and three inches if uncased. Spiral or individual ties enclose the vertical reinforcement bars with a minimum six-inch spacing per note eight.
VERTICAL REINF SEE SCHEDULE TIES SEE SCHEDULE MIN: 2 1/2" CLR IF CASED2 1/2" 3" CLR IF UNCASED DIAMETER 6" MIN SEE NOTE 8
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