Concrete slab-on-grade conditions include a depressed slab step-down and a non-bearing edge condition. The depressed slab condition features a variable depth 't' depression up to 12 inches maximum, reinforced with two continuous number 4 bars unless noted otherwise, resting on subgrade soils sized per plan. The non-bearing edge condition incorporates an 8-inch minimum footing width with a 1-foot-0-inch minimum depth verified with the soils report, and is reinforced with continuous number 4 bars bent into the thickened edge.
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
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership