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slab on grade

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Happy New Year, y'all
I need to put in a good slab for outdoor basketball courts.  The client 
would like for them to be free of joints.  It will be an unloaded slab, no 
traffic.  The slabs will be 100' x 65'.  I can spec a proper subgrade spec. 
 How do I design for the slab thickness and reinforcing required to keep 
cracking controlled.  I have reviewed  ACI 302 and 360, and the PCA guide. 
 None really address the unloaded slab except fot the "subgrade drag 
equation", which is not really a qualitative approach.  I'm willing to add 
fibers to get a good crack control, but how does one balance between that 
and steel?  How thick a slab?  How much steel?  How much fibers?  Any 
comments are appreciated.
Jerry D. Coombs, PE