If the life safety system will operate with or without the drain and if it 
being damaged won't cause damage to the primary life safety system  and there 
is no text stating such ancillary piping is required to be braced, I'd say 
stick a fork in it, you're done.  Sign, seal and deliver.

Craig Prahl | Jacobs | Fire Protection SME - Special Hazards | 
craig.pr...@jacobs.com<mailto:craig.pr...@jacobs.com> | 
www.jacobs.com<https://urldefense.com/v3/__http:/www.jacobs.com/__;!!KZTdOCjhgt4hgw!-_khxU8gU0_6jc895I7kRbnU8JghRDsWgqOblZ4jr7Qp2IVbR30VYw_hWvNFtphnl0uWpB9KIvbYi1pvZz4$>
1041 East Butler Road   Greenville, South Carolina  29606
CONTACT BY: Phone 1-864-676-5252, Email or MS TEAMS


From: Steve Leyton <st...@protectiondesign.com>
Sent: Thursday, March 14, 2024 4:19 PM
To: Discussion list on issues relating to automatic fire sprinklers 
<sprinklerforum@lists.firesprinkler.org>
Subject: [EXTERNAL] [Sprinklerforum] Re: Gang drain crossing seismic joint

No, and that's exactly my reasoning too.   I should have said in my post that 
I'm not 100% certain because it's being submitted to a preposterously fickly 
AHJ and they're historically very subjective, but my personal opinion is that 
it's not required for the reason that you mention.

Steve

From: Prahl, Craig <craig.pr...@jacobs.com<mailto:craig.pr...@jacobs.com>>
Sent: Thursday, March 14, 2024 1:03 PM
To: Discussion list on issues relating to automatic fire sprinklers 
<sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>>
Subject: [Sprinklerforum] Re: Gang drain crossing seismic joint

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> | 
www.jacobs.com<https://urldefense.com/v3/__http:/www.jacobs.com/__;!!KZTdOCjhgt4hgw!-_khxU8gU0_6jc895I7kRbnU8JghRDsWgqOblZ4jr7Qp2IVbR30VYw_hWvNFtphnl0uWpB9KIvbYi1pvZz4$>
1041 East Butler Road   Greenville, South Carolina  29606
CONTACT BY: Phone 1-864-676-5252, Email or MS TEAMS


From: Steve Leyton 
<st...@protectiondesign.com<mailto:st...@protectiondesign.com>>
Sent: Thursday, March 14, 2024 3:35 PM
To: 
sprinklerforum@lists.firesprinkler.org<mailto: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@01DA762C.974FD100]
Steve Leyton, President
T  |  619.255.8964 x 102  |  
www.protectiondesign.com<https://urldefense.com/v3/__http:/www.protectiondesign.com/__;!!B5cixuoO7ltTeg!B-osHGi12Nh6KrP6j70pU15mcljhMbj_QrSX3cHq6GBKaT4zMYyaRasjayk68mR8TImBjGXnp3lBg2xCo4Iu1Rw$>
2851 Camino Del Rio South  |  Suite 210  |  San Diego, CA  92108
Fire Protection System Design | Consulting | Planning | Training


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