structural1,
I'm not sure I understand your question. But here's what I think you mean:
For calculating wind loads on roofs, MWFRS using Method 2 (this is not the low-rise method), you can find Cp for the roofs in Figure 6-6. For some of the windward roofs there are listed two Cf coefficients. (Sometimes there are two negative Cf values, other times there are two negative Cf values.) Each of these will actually define two separate load cases; one when combined with internal suction and a second when combined with internal prssure. IF you have a roof geometry where there are also 2 Cf values listed, that would represent two additional load cases (one when combined with internal suctino and a second when combined with internal pressure.) But looking at Figure 6.6, I see no case where there are two Cf values on leeward roofs. (The Cp values in the bottom part of Fig. 6-6 (normal to riddge for theta < 10 and Paralell to ridge for all theta are only for windward perp to ridge.) So your hypothetical case will never come up. I can see only 4 load cases.
Regards,
chichuck