Peer-to-Peer Standards Exchange

In ASCE 7-22 Ch 30 Pt 2 is the criteria for components and cladding for a tall building with h > 60 ft.  The equations use q and qi, and in the case of the walls (zone 4 or 5) the values are dependent upon whether it is a windward, leeward or side walls.  

In the case of Components and Cladding we don't seem to care about wind direction. My confusion lies in that any zone 4 or 5 point on the building can be considered a windward, leeward or  side wall depending upon the wind direction.  If you apply the equations the C&C pressures will always be the most extreme for the Leeward and Sidewall calculation, because those are based upon q = qi = qh. 

Is there a reason that this section differentiates windward, leeward and side walls for the calculations and handles them differently?  

Thanks in advance,

Chris Rosencutter