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floor plate welding

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Anyone have any good rules of thumb for attaching
floor plate to supporting steel.  I have an industrial
building with 3/8" thick floor plate supported at 5'
each way.  The owner wants easy and complete cleanup
so we have continuous seam welds along the joints.  We
have called out 13/16" dia plug welds at 2'-0" on
center along the length of beams.  The erector is
complaining that this is excessive.  I am going to
have him put in what is on the drawings, but for
future reference, does anyone have any suggested
methods of attaching floor plate in this situation?
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