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ASCE 7-05 Wind Forces

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It is my understanding that the minimum wind force used shall be 10 psf. Is that for the overall structure?
If Zones "B" & "C" (sloped roof ) in Table 6.4, page 38 show a value less 10 psf, do I have to use the 10 psf for these zones?
 
Thanks for the upcoming responses
 
Antonio S. "Tony" Luisoni
Consulting SE
Granada Hills, CA