A concrete column reinforcing splice configuration involves vertical bars offset by a maximum slope of one-to-six when the offset is three inches or less, and dowel column bar splices where the offset exceeds three inches. Column vertical ties or spirals are spaced per the column schedule. Dimensions indicate specific clearance requirements and splice zone lengths.
CL 1" 1" 25" DWL COL BAR SPLICE WHERE OFFSET EXCEEDS 3" OFFSET AT 1:6 MAX SLOPE WHERE OFFSET IS 3" OR LESS COL VERT TIES OR SPIRAL PER COL SCHED OFFSET NOTE 1 3"
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