An L4x4x1/4x1'-3" steel angle is anchored to each side of a concrete masonry unit bond beam and secured to an overhead concrete slab or beam with two 5/8-inch diameter expansion anchors featuring a 4-inch embedment at 12 inches on center. A typical top of wall gap is maintained between the masonry and the concrete element above, with a minimum 6-inch distance maintained to the concrete edge. This detail is explicitly restricted from use at post-tensioned slabs.
CONCRETE SLAB OR BEAM L4x4x1/4x1'-3" ES AT "S1" W/ (2) 5/8" DIA EXPANSION ANCHOR W/ 4" EMBED @ 12" OC BOND BM 1 1/2" TYP TOW GAP 6" 6" MIN 6" 6" MIN TO CONC EDGE 1 1/2" NOTES: 1. THIS DETAIL IS NOT TO BE USED AT POST-TENSIONED SLABS OR AT
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