bigmig
Structural
- Aug 8, 2008
- 389
Here is a code question that unfortunately hits close to home. I had a garage door fail under a wind storm at my personal residence. It wasn't dramatic, but rather a noticeable bend that makes the door hard to open. After a conversation with the garage door installer, he mentioned that the local building code (IRC 2003) doesn't require a wind rating on garage doors. He basically said I had a 70 mph door in an area with a 90 mph requirement. A 16x8 area of "nonstructural" door is pretty significant in my mind. Has anyone come across structural code requirements for gargage doors in either the IRC or IBC? Would they fall under "compenents and cladding"?