If the section that crossed the expansion joint were to be torn apart would it 
have any functional effect on the bldg. sprinkler or standpipe systems?

Craig Prahl | Jacobs | Fire Protection SME - Special Hazards | 
craig.pr...@jacobs.com<mailto:craig.pr...@jacobs.com> | 
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From: Steve Leyton <st...@protectiondesign.com>
Sent: Thursday, March 14, 2024 3:35 PM
To: sprinklerforum@lists.firesprinkler.org
Subject: [EXTERNAL] [Sprinklerforum] Gang drain crossing seismic joint

All (especially Californicators):

We have to cross a seismic joint with the piping that supplies a combination 
standpipe in a mid-rise building (no PRV's to test).   As a combo, there's a 
collection pipe for sectional test and drain discharge, and for reasons 
peculiar to this building, our first choice is to bring the gang drain back to 
the riser room, as it's the only place with a SS trap in the basement.   We're 
trying to decide whether a seismic joint is required of the drain pipe, which 
is normally dry and never under system pressure in any case.   I reckon I 
should know this, but I don't think we've had to address this condition in 
forever, maybe never.


[cid:image001.jpg@01DA7629.236C0770]
Steve Leyton, President
T  |  619.255.8964 x 102  |  
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2851 Camino Del Rio South  |  Suite 210  |  San Diego, CA  92108
Fire Protection System Design | Consulting | Planning | Training


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