Members of the Forum, Will supporting a 1” armover from a metal deck using a ceiling flange with 1½” tek screws require that the 250 lb load factor be part of the total load for that hanger?
Does hanging from the horizontal vs. the vertical make a difference if the support can handle the weight, 30 lb point load? The structural EOR is fine with it. I am in need of a NFPA interpretation for the OSHPD (Office of Statewide Health Planning and Development -California) representative. Thanks, Ed Cyr Alpha Fire Sprinkler Corp. San Luis Obispo, CA _______________________________________________ Sprinklerforum mailing list [email protected] http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum For Technical Assistance, send an email to: [email protected] To Unsubscribe, send an email to:[email protected] (Put the word unsubscribe in the subject field)
