The drawing shows a reinforced concrete foundation footing supporting a BRBF column, integrated with a concrete slab on grade. Key components include transverse and longitudinal reinforcing steel bars, hair pins, "Z" bar dowels, and base plate anchorages. Notes specify installation requirements for dowels, bar development lengths, and prohibitions against pipes or penetrations through footings and beams.
Text on the drawing
MIN 24" MIN 24" 1 1 #6 "Z" BARS @12" OC STAGG TYP FRAME FOOTING AND REINF PER PLAN AND SCHD #6 "Z" BARS @12"OC CONC SLAB& REINF PER PLAN 1 1 FRAME FOOTING AND REINF PER PLAN AND SCHD 0" 0" NOTES: 1. "Z" BAR DOWELS TO BE INSTALLED ALL SIDES OF FOOTING. 2. PROVIDE TERMINATORS ON ALL LONGITUDINAL TOP AND BOTTOM BARS IF A STRAIGHT DEVELOPMENT LENGHT CANNOT BE ACHIEVED, SEE REINF STL NOTE #7 ON S001 . SEE DETAIL 1 / S011 FOR DIMENSION CLARIFYING THE 'ld'. 3. PIPE AND PENETRATIONS THROUGHOUT FOOTINGS AND CONCRETE BEAMS ABOVE THEM SHALL NOT BE PERMITTED. T.O.F PER PLAN T.O.F PER PLAN TYP Ld (MIN) SLAB REINF TO MATCH TOP BARS F.G. PER CIVIL BLOCK-OUT PER BEYOND BLOCK-OUT PER BEYOND CONC SLAB & REINF PER PLAN BRBF COLUMN PER PLAN ROUGHEN SURFACE TO 1/4" AMPLITUDE EXT. WALL PER ELEVATION PER (TYP) 2" CLR TRANSVERSE BOTTOM REINF HOOKED ENDS TO EXTEND TO T.O. FTG TRANSVERSE TOP REINF TYPICAL HOOKED ENDES PER HAIR PINS PER SCHEDULE, ALT HOOKS 3" (2) ROWS OF LONG REINF T&B WHERE INDICATED IN SCHEDULE HAIR PINS PER SCHEDULE GB REINF PER WELDED REBAR PER BRBF ELEVATIONS, AND WELDED REBAR PER BRBF ELEVATIONS, AND GB REINF PER B D GRID LOCATE THE EDGE OF THE SLAB AND CONCRETE CURBS PER ARCHITECTURAL SLAB PLANS OMIT DOWELS OVER THE GRADE BEAM WHERE OCCURS Author
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