a2mfk
Structural
- Sep 21, 2010
- 1,314
I assume it was some version of the Standard/Southern Building Code. But most importantly, I need to confirm the roof live load for a 4:12 slope, less than 200sf of trib area. I cannot imagine this particular loading has evolved much over the years, going back to the 2001 FBC it was 16psf, I think this is conservative for a structure built in 1993. FYI it is a typical residential roof.