Thank you for the replies. Also, I apologize for the late response as I just got back from vacation.
Now, I'll get into more specifics to get an idea if my design is on track.
The location of the buildings is Connecticut. The first building is a steel frame with an eave height of 24'. There are 4 frames, each equal spacing of 17'. Due to sound attenuation issues a 12" fully filled block is used, with vert. reinforcement at 16" c/c, and horz. joint rein.(truss) at 36". There are no bond beams, and the wall ends are tied into the steel frame. From my calcs, it seems fine, probably even over-designed.
The second building is 40'x16'. It has an eave height of 12'. It's just 8" fully filled with vert. reinforcement at 16" c/c, and horz. joint rein.(truss) at 36".
I have no bond beams in either of the buildings, which may be of concern.
Any glaring issues I should address? Unfortunately I don't normally deal with masonry, and my company doesn't either, so I don't have much experience to go by with regards to the design.