This structural connection details the intersection of a concrete masonry unit wall with a concrete wall or concrete column. Drilled and epoxy-grouted dowels tie the masonry wall into the adjacent concrete support, maintaining a one-inch clearance at the concrete wall. Typical horizontal reinforcing in the masonry wall laps with the dowels over specified splice lengths. A joint is provided between the masonry wall and the concrete support for non-bearing masonry walls or where required by architectural drawings.
AT WALL AT COLUMN DRILL AND EPOXY GROUT DOWELS CONC WALL CMU WALL NOTE: PROVIDE JOINT BETWEEN CMU AND CONCRETE COLUMN/ WALL FOR NON-BEARING CMU WALL OR WHERE NOTED ON ARCH DRAWING. CONC COLUMN TYP HORIZ REINF DRILL AND EPOXY GROUT DOWELS CMU WALL TYP HORIZ REINF CLR 1" SPLICE LAP VERT REINF 4" OR TO CLR COL SPLICE LAP 6"
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