Rahe,

That was funny. Mark, you set Rahe up for a joke on a day that needed one. Coll.

On Wed, Sep 22, 2010 at 2:37 PM,  <[email protected]> wrote:
> Well I guess it's just me,me,me.
>
>
>
> Rahe Loftin
> Sent from my Blackberry
>
>
> ----- Original Message -----
> From: me
> Sent: 09/22/2010 09:34 PM GMT
> To: [email protected]
> Subject: Re: Anti Freeze for commercial
>
>
>
> Y.
> Mark Eckard
> [email protected]
>
> -----Original Message-----
> From: "Top Myers" <[email protected]>
> Sender: [email protected]
> Date: Wed, 22 Sep 2010 16:26:58
> To: <[email protected]>
> Reply-To: [email protected]
> Subject: RE: Anti Freeze for commercial
>
> Good points on both put in suggestions to code to consider if you have a
> suggestion you feel needs to be in code.
>
> On testing we are arguing against adding concentrate to premix.  We are
> told by chemical company it should not degrade but I would prefer to
> hear from all you users experience with premix.
>
>
> 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 Thom
> Sent: Wednesday, September 22, 2010 12:46 PM
> To: [email protected]
> Subject: RE: Anti Freeze for commercial
>
> First off for those of you with these "Good Ideas" NFPA 13,13D &13R are
> still accepting proposals until 10/1/2010.
>
> Next question, the consensus seems to be Pre-mixed OK? When we require
> testing of antifreeze solutions, and in 13D re-mixing to maintain
> concentrations, there must be some separation going on, right? So how
> will
> we deal with higher concentrations that may occur over time?
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of George
> Church
> Sent: Wednesday, September 22, 2010 10:11 AM
> To: [email protected]
> Subject: RE: Anti Freeze for commercial
>
> We've likewise used AF to be able to install CPVC in existing attics
> where
> steel would be a nightmare, or other things like avoiding 30% increase
> in
> MRA off a limited water supply.
> I'm not a registered design professional, but ones I've talked to about
> this
> seem to agree the premix is fine.
>
> Items to watch for in addition to the obvious concentration are high
> pressure which leads to smaller droplets and existence of
> devices/equipment
> with open flames that could provide the spark like the unit heater in
> NJ, or
> coking facilities. Yes, Roland, NFPA limiting it to residential missed
> restaurants which could have AF, have done them, but in PA we're using
> premix so we believe we don't have a problem revealed in Ph 1 or 2
> testing,
> and we're watching for the release of further testing to prove to the
> point
> NFPA desires that we continue to have a high level of confidence in the
> premix concentrations.
>
> glc
>
>
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-- 
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

[email protected]

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
AFSA, SFPE, ASCET, NFPA, NFSA, AFAA, ASEE, NIBS, WSAFM, WFC

They are happy men whose natures sort with their vocations. -Francis
Bacon, essayist, philosopher, and statesman (1561-1626)
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