The drawing details two conditions: a slab depression with a concrete curb, and an edge of slab condition supporting a metal stud wall, finish grade, or paving. Reinforcing steel including continuous bars and dowels are specified for the concrete curb and slab transition. The details show dimensions, clearances, and structural rebar placements for transitions in concrete slabs.
Text on the drawing
CONSTRUCTION JOINT (2)#5 CONT ADD #4 @ SLAB REINGF SPACING (1) #4@8" DOWELS WHERE 8" WIDE (OR LESS) CURB OCCURS. (2) #4@8" DOWELS FOR CURBS OF WIDTH 8" THRU 10" - ONE EA FACE OF THE CURB W/ 1.5" CONCRETE COVER ALT: DRILL & EPOXY #4 BARS W/4" EMBED FROM T.O. SLAB (i.e. 10" EMBED FOR 6" DEEP CURB). (2) #4 CONT WHERE 8" WIDE (OR LESS) CURB OCCURS. (2) ROWS OF (2) #4 FOR CURBS OF WIDTH 8" THRU 10" TOP OF FINISH GRADE OR PAVING (2)#5 CONT CURB WHERE OCCURS SEE ARCH FOR SIZE AND LOCATION 1 1 24 C EDGE OF SLAB 12" (MIN) 12" 3" METAL STUD WALL 18" (MIN) MAX 8" 10" MAX ARCH'L FINISH S.A.D. MAX CURB WHERE OCCURS SEE ARCH FOR SIZE AND LOCATION D SLAB DEPRESSION C 12" MIN 2t t t CONC-SOGD-0003
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