Masonry Magazine April 1978 Page. 16
WALL-FLOOR ANCHORAGE
NOTE: HORIZONTAL AND VERTICAL REINFORCEMENT TO BE DETERMINED BY DESIGN AND/OR GOVERNING CODE
8" CMU WALL VERT. REINF. (FILL CELLS AT REINF. W GROUT) HORIZ. REINF. #4 DOWELS X 2-0 AS REQ'D CONC. TOPPING ON PRECAST HOLLOW CORE SLAB BOND BEAM W/ GROUT FILLED CELLS, W/ 204 MIN
WALL PERPENDICULAR TO SPAN OF SLABS SEE ADJACENT DRWG FOR DET. NOT CALLED OUT
8" CMU WALL HOR1Z. REINF. 1" x 1/4" x 18 ANCHOR PL. W/ 2 RIGHT ANGLE BEND AT CMU AT VERT. JOINTS, SPACING AS REQD BY STRUCT. DESIGN Οσο CONT. 3"X1/4" PL. W/ ANCHORS FIELD WELD TO ANCHOR PL. BOND BEAM W/ GROUT FILLED CELLS W/ 2#4 MIN. VERT. REINF. (FILL CELLS AT REINF. W/ GROUT)
WALL PARALLEL TO SPAN OF SLABS
8" CMU WALL PRECAST HOLLOW CORE SLAB
NATIONAL CONCRETE MASONRY ASSOCIATION P.O. Box 135, McLean, Virginia 22101