Quick question: I'm reviewing some plans for a manual class I standpipe and the designer added the city flow test to the usual 1000gpm fire pumper curve in order to keep all the pipe down to 4". I see in the NFPA 14 appendix that you can do this but personally I've always just calculated solely to the pumper curve. How do you guys do it?
Also, I'm assuming that if you do factor in city supply wouldn't that frequently require high pressure pipe and fittings depending on city supply psi? _TONY _______________________________________________ Sprinklerforum mailing list [email protected] http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org
