Buckling restrained braces connect to the column web using gusset plates and stiffeners welded with complete joint penetration welds on three sides typically. Stiffener plate thickness equals the beam web plate with an eighth-inch minimum, while other stiffener plates match the column flange with a half-inch minimum thickness. Fillet welds of five-sixteenths inch are applied typically on three sides. Additional information is referenced per structural notes on sheets S4-100 and S4-101.
11 S4-100 11 S4-101 STIFFENER PL THICKNESS EQUALS BEAM WEB PL'S 1/8" MIN CJP 3 SIDES TYP CJP TYP 1/2" MIN STIFFENER PL MATCH COL FLANGE, TYP BRB SEE TYP NOTE: FOR INFO NOT NOTED SEE TYP TYP 5/16 3 SIDES TYP
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