No, but 9.3.5.4.1 Longitudinal sway bracing spaced at a maximum of 80ft on
center shall be provided for all feed and cross mains.

Are you putting Longitudinal on 1½ branch lines? Or am I mistaken? 

Bobby Gillett
Sr. Project Manager
Key Fire Protection, Inc.
(731) 424-0130 office  (731) 424-9285 fax 
(731) 267-4853 cell
[email protected]
 
 

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Steve Leyton
Sent: Monday, June 01, 2009 2:59 PM
To: [email protected]
Subject: RE: Longitudinal Sway Brace on Branch Line

I would say,

1) If both sides are in the ZOI, then you have to brace both sides;
2) Yes.
3) NFPA 13 doesn't distinguish between mains and lines - the language
says that the distance between the last brace and "end of pipe" shall
not exceed 40'.
Have you tried crunching down the spacing of the seismic braces on the
mains to dilute the load?

Steve Leyton
Protection Design & Consulting
San Diego, CA




-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Bob
Knight
Sent: Monday, June 01, 2009 12:53 PM
To: [email protected]
Subject: Longitudinal Sway Brace on Branch Line

I have a situation where there are open web joists (wood t&b cord w/
open
metal web).  The system is a tree with 4" main and 1-1/2" branch lines.
The
problem is loading, the manufactures data allows only 240 lbs of force,
and
when I apply the loading from both sides of the cross main the weight is
well over 240.  NFPA 13 9.3.5.6.4 dictates that the zones of influence
include all the branch and main lines tributary to the brace, but
provides
for an exception when the branch lines are provided with longitudinal
braces.  
So, my questions are:
1) Is one longitudinal brace per cross main intersection adequate or is
it
necessary to provide a brace on both sides of the cross main?  
2) Is my maximum spacing the same for branch lines as it is for mains,
80'?
3) Do I need to have the brace within 40' of the end of the branch line?


Thanks,

Bob Knight, CET
(208) 318-3057
[email protected]
www.firebyknight.com


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