WebCONTROL JOINTS FOR CONCRETE MASONRY WALLS—EMPIRICAL METHOD - NCMA (423) 282-4661 If you have questions about specific products or services we provide, please don’t hesitate to contact us. TEK 10-02D CONTROL JOINTS FOR CONCRETE MASONRY WALLS—EMPIRICAL METHOD Download as PDF Print this Doc Navigate … WebWall Elevation. Additional vertical bar on each side of control joint. Terminate all non-structural reinforcing 2” from control joint. Provide 4’-0” long smooth dowels across joint. Prevent bond between bar and ground with grease or plastic sleeve. Cap all dowels to allow 1” of movement. Spacing of vertical Control Contraction Joints.
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