Please refer to NFPA 13 (2016). Figure A.9.3.5(b) is a sample sway brace calc. at the bottom it says "Maximum Fpw per 9.3.5.5.2 (if applicable)."
My question is-- are those max load tables based on lateral brace spacing ever NOT applicable? thanks, Brad _______________________________________________ Sprinklerforum mailing list [email protected] http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org
