Concrete column reinforcing splice showing vertical dowel bars transitioning with an offset at a maximum slope of 1:6 when the offset is 3 inches or less, and dowel column bar splices where the offset exceeds 3 inches. Ties or spiral reinforcement are spaced per the column schedule. Clearances of 1 inch are maintained at the beam intersection.
CL 1" 1" 25" DWL COL BAR SPLICE WHERE OFFSET EXCEEDS 3" OFFSET AT 1:6 MAX SLOPE WHERE OFFSET IS 3" OR LESS TIES OR SPIRAL PER COL SCHED OFFSET NOTE 1 3"
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