A continuous masonry wall runs parallel to a wide-flange steel beam supporting a concrete on steel deck floor assembly. Two five-eighths inch diameter threaded studs at nine-inch gauge are welded to the bottom flange of the beam. A horizontal laminated strand lumber member runs parallel to the wall within the angle at the connection to the underside of the beam, secured with a finger-tight nut and peened threads to prevent loosening. A bent plate measuring four inches by five-sixteenths by one foot three inches wide is provided at each bent plate with a vertical laminated strand lumber member and two half-inch diameter anchor rods at twelve inches on center grouted in the cell. A bond beam is integrated into the masonry wall, which extends to the typical wall top connection at the next floor with a variable spacing up to one foot maximum.
CL BM 2 1/2" BOND BM SEE "TYP CMU BRACE TO UNDERSIDE OF CONC ON STL DECK" PROVIDE BRACE AT EA BENT PLATE BENT PL4x5/16x1'-3" WIDE AT "S2" W/ VERT LSL AND (2) 1/2" DIA AR @ 12" OC GROUTED IN CELL CONTINUOUS WALL PARALLEL TO WF BEAM VARIES, 1'-0" MAX WALL EXTENDS TO TYPICAL WALL TOP CONN AT NEXT FLOOR 1 1/2" MIN 1 1/2" MIN (2) 5/8" DIA THREADED STUDS @ 9" GA WELDED TO BOT OF FLANGE. PROVIDE HORIZ LSL PARALLEL TO WALL IN ANGLE AT CONN TO UNDERSIDE OF BM. FINGER TIGHT NUT AND PEEN THREADS TO PREVENT LOOSENING
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