I agree that technically under Part 9 of the OBC, drifting and buildup do not need to be considered for residential situations such as described by the OP. In fact, buried somewhere in Appendix A of the OBC (likely somewhere near this code clause #) it states something to the effect that even though it is recognized that valleys and step heights in residential houses may collect additional snow drifts, there has never in the history of the code been a failure attributable to excessive drifting. That being said, if your judgment tells you that there may be additional snow drifting, use a conservative value for the snow design load, round up, etc.... to give you the comfort that you need. Part 4 structures are totally different and you would be designing for quite a large snow load on the lower roof.