An incoming structural brace frames into a column flange utilizing a ten-anchor rod configuration with washer plates type A. The base plate is detailed with a one-inch diameter grout hole at the contractor option and typical stiffener plates per schedule. Complete joint penetration welds are specified typically at the connection. Washer plates are sized per AISC Table 14-2 at three-quarter-inch diameter anchor rods.
"L"/2 6" 6" INCOMING BRACE TO COLUMN FLANGE - (10) AR CONFIGURATION "W" EQ EQ 8" TYP EQ EQ AR W/ WASHER PL "A" BASE PL WASHER PL PER AISC TABLE 14-2 AT 3/4"ø AR 6" CJP, TYP 1"ø GROUT HOLE AT CONTR OPT STIFF PL PER SCHED, TYP
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