Thanks guys. I couldn't understand why they rejected it either.
1. The bond beams were approved in the submittal stage.
2. The bond beams exceed the code for an 8" span
The architect says he has never seen these types of bond beams in his career. LOl
I think he is mad because he does not like...
The bond beams span an 8'8" opening in a CMU wall.The drawings show 8" knockout bond beams. As a company that have done many buildings we felt we needed to use 16" horse collar (deep)bond beams. Also he had only one rebar that flowed all the way through and we added the second one to go all...
