If it's small chases next to the wall, I don't really see a problem. If it's a large opening next to the wall, it acts similar to a façade shear wall and I still don't see a problem if everything is detailed correctly (part of the diaphragm isn't getting transferred to the shear wall and would need additional chords and connections and stuff, though a joist can act as a chord in this case). If it's through the top/bottom plates, I see a big problem.