A vertical construction joint in a reinforced concrete wall details the transition between a first pour and a second pour. The contact surface of the initial pour is roughened to a quarter-inch amplitude for proper bonding. Horizontal and vertical reinforcing bars continue across the joint with specified lap splice lengths. Notes require consulting architectural documents for waterstop requirements and general notes for maximum joint spacing.
VERTICAL REINFORCEMENT NOTES: 1. SEE ARCHITECTURAL DOCUMENTS FOR WATERSTOP REQUIREMENTS 2. SEE GENERAL NOTES FOR CONSTRUCTION JOINT MAXIMUM SPACING FIRST POUR SECOND POUR ROUGHEN CONTACT SURFACE TO 1/4" AMPLITUDE HORIZONTAL REINFORCEMENT OR SCHEDULE T SEE PLAN TYP 0" LTS
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