nickedemus
Registered User
I don't see that it does. Table R402.2 specifies minimum compressive strength. I don't see any requirements for welded wire mesh or rebar. This would be for a garage slab.
It's a slab on grade in an attached garage. It's insulated from frost heaves. If earth is not compacted to spec, yes there could be ground settlements. Unsure what interior partition relocation flexibility and joist clear span have to do with it?frost heaves, interior partition relocation flexibility if ceiling joists clear span spaces, etc.?