This structural plan detail shows the intersection of a reinforced concrete column and a concrete wall, indicating the tie and reinforcement layout. The column incorporates vertical bars and ties sized per the column schedule, maintaining a one-and-a-half-inch clearance. Additional vertical bars are placed at six inches on center to match the column vertical bars and overlap appropriately, with Z-bars omitted when the column overlap exceeds ten inches. Wall reinforcement is omitted for clarity, and the concrete compressive strength is designated per the column schedule.
SCHEDULE SEE COLUMN SCHEDULE SEE COLUMN CLR 0'-3" MATCH SIZE AND SPACING OF SCHEDULED COLUMN TIES EXTENT OF COLUMN COMPRESSIVE STRENGTH f'c WALL REINFORCEMENT NOT SHOWN FOR CLARITY SEE COLUMN SCHEDULE FOR COLUMN VERTICAL BARS AND TIES OR SCHEDULE T SEE PLAN T T 1 1/2" CLR . ADDITIONAL VERTICAL BARS AT 6" OC TO MATCH COLUMN VERTICAL BARS OVERLAP COLUMN OMIT Z BARS WHERE COLUMN OVERLAP IS MORE THAN 10" NOTE: FOR INFORMATION NOT SHOWN SEE A
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