After a very quick cursory search I found a reference to this topic in the DoD UFC Structural Engineering. Under "Chapter 2 Modification to IBC" It states
2104.1.1 - Placing Mortar and Units [Addition]
Masonry walls below grade and elevator shaft walls must be grouted solid.
Here is the link...
Hello all, I am a new poster here and a young EIT. I'm not entirely sure if my question should be a separate thread or not, but I believe it pertains to this topic so here goes. As I have been reading through this thread the top question that has been on my mind is when is it appropriate to use...