dianium500
Structural
- Dec 3, 2008
- 46
Anyone have any suggestions of the required wind design for a fence greater than 6 ft? The Florida building code allows for fences up to 6 ft tall to be designed at 75 mph winds, or 115 mph with 3 sec gust but there is no mention of the of higher fences. I could go w/ ASCE's wind recommendations for a risk category I structure, but it just seems like that would be overkill. Bit of background, it's for a middle school.
Thanks for the input in advance!
Thanks for the input in advance!