Can one of you guys who is familiar with the IBC give me a reference as to fixture support in seismic zones.
The building officials in this area require lay-in fixtures to be supported from the actual structure as opposed to the 410 requirement to be fastened to the grid. In doing so, they have always stated it was a building Code requirement.
I have a area not under their jurisdiction and in discussion I was asked what Code actually required structural support.
