A control joint within a concrete masonry unit wall at a horizontal bond beam. Horizontal reinforcement continues uninterrupted through the joint, while a continuous vertical control joint material such as Dur-O-Wal WF type or approved equivalent is installed with sizing based on wall thickness verified with the architect. One vertical reinforcing bar matches the vertical wall reinforcement on each side of the joint.
CONDITION AT HORIZONTAL BOND BEAM AND JOINT REINFORCING HORIZ REINF CONT THRU JOINT CONT VERT CJ (1) VERT BAR TO MATCH VERT WALL REINF, EA SIDE OF JOINT JOINT MATERIAL DUR-O-WALL WF TYPE (OR APPROVED EQ) SIZE VARIES BASED ON WALL THICKNESS, VERIFY W/ ARCH
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