Component & Cladding Wind Pressures on Walls of Structure with Arched Roof

[Deadblow]

Does ASCE 7-10 offer any guidance on how the C&C pressures on the walls of a structure with an arched roof should be calculated? The structure is enclosed with a mean roof height, h, of 32'-0". Chapter 30 part 3 is applicable to an enclosed or partially enclosed building with h > 60' and an arched roof. My roof h < 60', what part of ASCE 7-10 should I be using?

Thanks!

EIT