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Re: Bracing for Nail-Plate Wood Trusses

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I am going to use these Florida regs to modify my job 
specifications. One of the problems we have here is 
that houses and small buildings under 600 sq m (abt 
6400 sf) and 3 stories or less do not require an 
engineer or architect(the building code has a whole 
section devoted t prescriptive rules for these) unless 
they are places of assembly.  So
the truss manufacturers design to TPIC rules which 
means lighter loadings.  I had to be involved due to 
unusual consruction or loading conditions.  I have been 
specifying heavier loadings than TPIC as I think theirs 
are too low.  I have won a couple of these where the 
owner wasn't interested in just saving a few dollars.  
When the building exceeds those sizes, then the 
engineer has the final word.

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