mikeo56
Structural
- Jun 3, 2003
- 28
In Florida, determining what sheathing, fasteners and framing details to use in a residential construction, among other constrants, depend on the wind zone. Would type of exposure (A, B, C or D)also have to be used in planning the framing, sheathing and fastener choice?
Where would one look in the code book to determine what thickness and type of sheathing is acceptable on the gable face of a single family residential, facing a river , 3 miles from the coast in the Wind Borne Debris zone (120 to 130), 2 story home.
I am interested not just in the answer to this question but too, on how to use the code book to find the answer.
Thanks, Mike.
Where would one look in the code book to determine what thickness and type of sheathing is acceptable on the gable face of a single family residential, facing a river , 3 miles from the coast in the Wind Borne Debris zone (120 to 130), 2 story home.
I am interested not just in the answer to this question but too, on how to use the code book to find the answer.
Thanks, Mike.