It was my understanding that D and E are outside the scope of 13??? -----Original Message----- From: "Thom McMahon" <[EMAIL PROTECTED]>
Date: Wed, 19 Mar 2008 15:40:48 To:<[email protected]> Subject: Re: Seismic D The requirements of NFPA 13, 2007 should provide what you need. Also most seismic programs like TOLCO use the S1 and Ss to calc loads, the first sheet of your structural drawings usually has this information. Thom McMahon Firetech, Inc. 2560 Copper Ridge Dr Steamboat Springs, CO 80488-2136 Tel: 970-879-7952 Fax: 970-879-7926 ----- Original Message ----- From: "Keith Pepin" <[EMAIL PROTECTED]> To: <[email protected]> Sent: Wednesday, March 19, 2008 3:03 PM Subject: Seismic D > Is there any document that provides guidance for designing seismic bracing > in a building of cat D? > > Thanks in advance. > Keith Pepin > Design manager > Quality Sprinkler > _______________________________________________ > Sprinklerforum mailing list > [email protected] > http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum > > To Unsubscribe, send an email to:[EMAIL PROTECTED] > (Put the word unsubscribe in the subject field) > > _______________________________________________ Sprinklerforum mailing list [email protected] http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum To Unsubscribe, send an email to:[EMAIL PROTECTED] (Put the word unsubscribe in the subject field)
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