Does the MSJC/ACI 530 code "require" shop drawings for engineered CMU or is it a standard practice? I have not been able to find a requirement in the MSJC/ACI 530.
I am designing a single story warehouse box type building with non-load bearing masonry shear walls at the exterior for the building. The roof is framing with steel joists and joist girders with a flexible steel deck diaphragm. The roof deck is attached to the masonry wall by a continuous...