I have an existing industrial building (pre-engineered metal building). Inside this building is proposed an enclosed interior space (with a lower ceiling/roof) adjacent to 2 exterior walls. The existing exterior wall is 8" cmu (#4@48")up to 7'-4" above finish floor. Constructing a new wall immediately adjacent and interior to the existing cmu would cause sprinkler/piping headaches and would be discontinuous at steel columns. Contractor has proposed the following (see sketch). I would propose to find the unreinforced cells, knockout the bottom (accessible from the exterior)and install reinforcing as needed. Drill existing purlins to allow reinforcing to pass through and continue with typical cmu wall construction. The channel at the top of the existing wall is bolted to the metal building columns. My concern is with the horizontal joint that would occur at the girt (don't know girt spacing). Have I thought this through enough or have any of you any concerns? Wind load is 90 mph, SDC=C. Thanks for any and all replies.