After looking back at my notes this system is a 13 system. The members are 2' deep wood web joist. So my guess is that we would treat it as a light hazard and use upright heads. Does this sound right? Then my next question is do I have to account for the web member obstructions?
Karen Purvis Designer Facility Systems Consultants Knoxville, TN 37902 865-246-0164 -----Original Message----- From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On Behalf Of Jamie Seidl Sent: Friday, December 22, 2006 11:31 AM To: [email protected] Subject: RE: Floor Joist question If the system is designed under 13R, then the whole building is 13R. See the building code in your area... Jamie Seidl Affordable Fire Protection, Inc. Design Department P - (800) 862-7860 F - (704) 892-0157 -----Original Message----- From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On Behalf Of Karen Purvis Sent: Friday, December 22, 2006 11:15 AM To: [email protected] Subject: RE: Floor Joist question If the rest of the system is a 13R system would the floor joist construction also qualify as a 13R? Karen Purvis Designer Facility Systems Consultants Knoxville, TN 37902 865-246-0164 _______________________________________________ Sprinklerforum mailing list [email protected] http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum _______________________________________________ Sprinklerforum mailing list [email protected] http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum
