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Wood supporting masonry or concrete - UBC 2307

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I have been asked to put a 10' x 10' X 6" concrete slab on new wood framing to dampen a piece of equipment. The floor framing will be heavy PSL's w/ 1-1/8" ply.
Section 2307 limits the concrete to 4". Does it seem reasonable to design the wood framing to support this 6" slab and equipment. What is is the ori=gin of the 4" limit to concret on wood?
Thank you,
Jeff Smith