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Sill Pl's and the 97 Code

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How are people dealing with the 1997 code provisions for 3x min sill plates (V > 350 plf) at elevated floor conditions?
 
Alternates?  Assume a typical 4" E.N. w/ 510 plf capacity, nothing dramatic.
 
heavy rim joist w/ lag screws from sill to rim?
 
20d nailing? (I don't think 20d is readily available in nail guns, am I right?)
 
Looking for input.
 
Thanks,
 
Paul Feather