The depressed slab condition shows a concrete slab stepping down by a variable depth t up to twelve inches maximum, reinforced with two continuous number four rebars unless noted otherwise. The non-bearing edge of slab condition features a thickened edge with a minimum eight inch width and a minimum one foot zero inch depth verified with the soils report, featuring a one-to-one slope transition. Two continuous number four reinforcing bars are placed in the thickened edge unless noted otherwise, positioned below the top of slab elevation.
EDGE OF SLAB CONDITION (NON-BEARING) DEPRESSED SLAB CONDITION (2) #4 CONT UNO "t" 1 1 TYPICAL TOC SLAB ELEVATION, SEE PLAN THIS POINT SHOWN ON PLAN THUS: FINISH GRADE OR PAVING SEE PLAN (12" MAX) DEPRESSION "t" SEE PLAN SEE PLAN SLAB SEE PLAN SLAB SOILS REPORT 1'-0" MIN VERIFY W/ 8" MIN OR 6t 1'-6" MIN
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