The slab will be sitting on at least 12" on compacted sand, and up to 3 ft of sand, all which was laid last year and compacted. The slab will have 12 x 16 inch thickened edges and rest will be 4 to 6 , Not sure what i wont to go with yet.. Its about 1000 dollars difference between the two.. Rebar in footings, mesh in slab. Does this sound suffice?
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