Good morning to All:

I have read much about anti-freeze and appreciate having received very valuable 
info (and advice) from this Forum. After nearly 40 years in this 'biz', I have 
come to respect the opinions and shared knowledge of my sprinkler colleagues. 
That said...



We continue to design anti-freeze systems, typically with CPVC/glycerin 
applications. Why? Well, for one, some of our Clients require it, to wit: We 
have a current Client - I have mentioned him before in this Forum - who refuses 
to have dry-pipe systems installed in his buildings. This is a well-informed 
billionaire who knows what he wants, and he is going to get what he demands. 
Other Clients have similar reservations and, after much dialogue, we proceed 
with the glycerin systems.



I/we fully recognize that no amount of written agreements and/or 
'understandings' mean much once it goes in to a court of law. I do rely heavily 
on the early results Russ Fleming gave us at an NFSA/ Puget Sound meeting a few 
years back: the anti-freeze flash/explosion scenario could not be replicated in 
laboratory settings when one of three items were removed from the test 
protocol: high system pressures (100+ psi?), small orifice/2.8 K, elevated 
levels of glycerin/glycol. I believe there is a reason these "mishaps" with 
anti-freeze are so rare - and I believe the aforementioned test results play a 
major part in the equation.




Proceeding with caution is always advisable in our business/profession. I have 
been designing anti- freeze systems (primarily in homes/13'D') and have yet to 
experience problems beyond thread leaks. Call me foolish, lucky, naive, 
reckless - our Clients are fully informed before the decision is made to go 
with anti-freeze and we get it in writing and submit the forms to our 
attorneys. This is how we do it and will continue as long as the AHJ and our 
FPE's 'endorse' it.


Okay - I'm ready for the "feedback" (blow-back??) And, yes, Cecil/Top: I have 
50/50 "field-mixed" glycerin in my CPVC sprinkler system in the home we built 
10+ years ago here in Santa Fe - and we do not have commercial-type cooking 
equipment in our kitchen...


Gracias from Nuevo Mejico!!


Jerry
[email protected]


Jerry D. Watts, SFPE
President & Co-Founder
ACCENT FIRE ENGINEERING INT'L. Ltd.
Santa Fe, New Mexico USA
(800) 503.1961






-----Original Message-----
From: Top Myers <[email protected]>
To: sprinklerforum <[email protected]>
Sent: Mon, Jan 27, 2014 6:52 pm
Subject: RE: NFPA 25 & Antifreeze


I would recommend to everyone the website www.nfpa.org/antifreeze.  There is a 
lot of good information and a video by Matt Klaus that discusses the antifreeze 
story should be helpful.

This leads me to the risk assessment. There were some very interesting test 
results from the various tests of sprinklers in various scenarios with 
different 
heights, pressures, orifice size etc. A risk assessment would allow you to take 
these results and apply them to a particular site.  This of course would have 
to 
be approved by AHJ.  A PE is not required but I would recommend an FPE who 
understands the tests results.

Happy winter to all......

Top Myers
RelMark Group
961 Pottstown Pike
Chester Springs, PA 19425
610-321-2415 X-219   Cell 610-952-0965
[email protected]


-----Original Message-----
From: [email protected] 
[mailto:[email protected]] 
On Behalf Of Jay Stough
Sent: Monday, January 27, 2014 1:58 PM
To: Sprinkler Forum
Subject: NFPA 25 & Antifreeze

I was just rereading NFPA 25 (2014) 5.3.4 and specifically 5.3.4.2.1 and if I 
am 
reading it correctly, if the antifreeze is a type that is not acceptable, it 
must be drained and replaced.  But if you look at 5.3.4.2.1, there are three 
criteria that you have to meet in order to use the premixed antifreeze, 
including a risk assessment.  Has anyone done this risk assessment as shown in 
the annex?


--
*Jay Stough*
 SET, CFPS
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