Dear forum members, I would really appreciate some input in regards to what people are doing (when project is outside of an earthquake zone), in respect to 9.2.1.2 of NFPA 2010, in regards to the reference to needing to comply with 9.3 (Protection of Piping against damage where subject to Earthquakes).
I typically do not see sway bracing, or clearances between branchlines and rack members. Are people meant to be doing sway bracing calcs for this and complying with all sections of 9.3, or is there and exception that I'm missing? Thank you for any input. QED Sprinkler Designs, Inc. 2836 N. Drake Ave, Unit: 1R Chicago, IL. 60618 Phone: (773) 704 2571 Fax: (866) 308 1367 _______________________________________________ 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)
