Structural · S-345MY

Brace Frame Columnn At Footing

Units: imperial
Sheet: S301
Discipline: Structural

Materials

Concrete Masonry / CMU Reinforced Concrete Steel

In this detail

BRACED FRAME COLUMN, SEE PLAN AND SCHEDULE BY BRB SUPPLIER TYP AT STIFFENERS BY BRB SUPPLIER BY BRB SUPPLIER DOUBLE HEAVY HEX NUT WITH 5/16" HARDENED WASHER, SEE GENERAL STRUCTURAL NOTES 3/8 BUCKLING RESTRAINED BRB BRACE, BY BRACE SUPPLIER ERECTION ANGLE (WHEN REQ'D BY BRB SUPPLIER) CONCRETE SLAB ON GRADE 2. FOR BRB CASING AT SLAB BLOCKOUT SEE 1/S302 3. WELD FROM COLUMN TO BASE PLATE TO BE DEMAND CRITICAL WELD SLOT GUSSET PL THROUGH COLUMNUMN #4 TIES AT 8" O.C. AROUND CONCRETE FOOTING, SEE PLAN AND SCHED STEEL BASE PLATE, SEE BRACED FRAME COLUMN SCHEDULE STIFFENER PLATES EACH SIDE, SEE STEEL COLUMN SCHEDULE CONCRETE BLOCKOUT AT BRB CASING AS REQ'D BY BRB SUPPLIER, SEE NOTE 2 BRACED FRAME COLUMN, SEE PLAN AND SCHEDULE BY BRB SUPPLIER BUCKLING RESTRAINED BRB BRACE, BY BRACE SUPPLIER ERECTION ANGLE (WHEN REQ'D BY BRB SUPPLIER) TYP AT STIFFENERS BY BRB SUPPLIER BY BRB SUPPLIER 2" NON-SHRINK GROUT DOUBLE HEAVY HEX NUT WITH 5/16" HARDENED WASHER, SEE GENERAL STRUCTURAL NOTES DEMAND CRITICAL WELD GUSSET PL TO BACKSIDE OF COLUMN COLUMN TO SBP, PJP 3/8 3/8 5/16 5/16 2" CLR FOAM OVER BOLTS SO CONCRETE DOES NOT BOND TO PLATES OR BOLTS AE2022.369 Revision Schedule MARK DESCRIPTION Revision Date

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