The detail shows a reinforced concrete wall with a cast-in-place concrete corbel designed to support an exterior masonry veneer. A concrete floor fill over a metal deck bears onto the concrete wall assembly, tied together using continuous steel angles with welded headed stud anchors and reinforcing steel dowels with form-saver couplers. A waterstop is included at the wall junction, and notes indicate requirements for shoring the wall until the concrete fill reaches full design strength.
Text on the drawing
24" 24" 1'-4" EXTERIOR FINISHED GRADE, REF. CIVIL MASONRY VENEER, WHERE OCCURS, REF. ARCH #4 AT 12" O.C. (5" O.C. AT SIM.) CONCRETE FILL OVER METAL DECK, REF. PLAN (DECK SPANS IN OPP. DIRECTION AT SOME LOCATIONS) CONT. L4X4X 5 16 W/ 3 4 " Ø X 5" HEADED STUDS @ 24" O.C. #4 X WITH FORM-SAVER COUPLER AT 1'-6" O.C. WHERE CORBEL OCCURS, TYP. CONCRETE WALL REF. PLAN SHORE SHORE WALL UNTIL CONCRETE FILL HAS BEEN PLACED AND HAS ATTAINED FUL DESIGN STRENGTH PROVIDE CORBEL WHERE MASONRY VENEER OCCURS (2) #4 CONT. 2" NOMINAL NON-SHRINK GROUT SLAB ON GRADE, REF. PLAN ALIGN CORBEL W/ VENEER WATERSTOP, REF. 16/S5.02 3 4 " CLR ASI-1 ASI-1 CONCRETE CURB PER 15/S5.01. REF. ARCH FOR DIMENSIONS AND EXTENTS PKG-2
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