This structural detail shows the cross section of a reinforced concrete column containing eight vertical reinforcing bars per the schedule. Internal steel ties feature alternate hooks for confinement, surrounded by concrete maintained at a one and one-half inch clear cover. Each corner of the square column profile includes a one inch chamfer. General notes specify doweling to the footing with standard hooks and lap splicing of column reinforcement per the structural drawing schedule.
"W" PER SCHEDULE CLR 1 1/2" TIES PER SCHEDULE VERT REINF PER SCHEDULE 1" CHAMFER EA CORNER ALTERNATE HOOKS NOTES: • DOWEL TO FTG w/ STD HOOK • LAP COLUMN REINF PER 12/S0.10
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