It is common practice, and often unavoidable, to use chemical anchors in structural retrofit projects.
My concern has always been the complete lack of fire resistance for chemical anchors.
I will use mechanical anchors when approriate, but this is not always an option.
What practices do people use to avoid these issues?
My concern has always been the complete lack of fire resistance for chemical anchors.
I will use mechanical anchors when approriate, but this is not always an option.
What practices do people use to avoid these issues?
