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Re: structual observation

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my second question if there offset between beam and post above
and is hard to get anything added
what is acceptable  for example 1 1/8 inch  plywood
3/4 inch plywood
 to span 16 inch over joists  with point load = 3.0 kip to 5.0 kips?!


you can't add 4x solid blocking in the joist bay with hangers, each end?  check the joists for the point load.  DO NOT rely on the ply to span with a point load on it.
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David Topete, SE