ASCE7-05 C&C Pressure Coefficients

[alinla]

I am designing a wood frame structure (residential) with a hip roof and 12:12 roof pitch. Component and cladding external pressure coefficients Figure 6-11C is for angles < 27 deg. I see nothing for greater slopes. Any recommendations?

 

[IceNine]

Try Figure 6-11D

 

[alinla]

But Table 6-11D is for Gable roofs?

 

[mitchelon]

What's the difference? Wind design is not an exact science.