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
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