building. The slab on grade is 4" thick. Reinforcing will be for
temperature/crack control only. I have never called this out, we
typicall call out #4 at 24"oc each way w/ f'c=3000psi. I am not sure
how to spec this on my drawings. Is there a typical poundage per mix?
I guess the question is which is the best way to spec it on the my
plans?
Jason
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