Code wise I defer to Roland.  But there are certainly some variables here at 
play not addressed.  Size of system, air in system and how far above 100.  I am 
a little concerned about 174 psi on a 50,000 sq.ft. HPS with gridded 3" BL's 
system with a riser ITV, that also feeds the office.  The first heads is going 
to "jump" is it not?  The duration over 100 with air in the system is going to 
be more than momentary.  Isn't this the concern, it jumps over the ceiling and 
becomes useless.

Chris
-----Original Message-----
From: Ron Greenman <[email protected]>
Sender: [email protected]
Date: Thu, 20 Jan 2011 13:21:59 
To: <[email protected]>
Reply-To: [email protected]
Subject: Re: Hangers and pressure surges

And if the trapped surge pressure was over 100# but the overall
pressure was not you would already have a static exceeding 100 and
need the hanger anyways. If you then release a head anywhere in the
system you won't have a sudden momentary increase in pressure but an
immediate drop towards residual. That is: 1. That I'm understanding
the question, or 2. that we're still on planet Earth.

On Thu, Jan 20, 2011 at 12:28 PM, Roland Huggins
<[email protected]> wrote:
> I don't believe it was the intent to apply the requirement to the possible
> build-up of pressure from surges but to the actual available supply.  The
> definition in 3.3.19 does state exclusive of surges.  Combined with the new
> expansion of requiring a relief valve on all wet pipe systems instead of
> just gridded systems (7.1.2.1 2010 ed), says to me that it's the
> characteristics of the  water supply that drive the requirement.
>
> Roland
>
>
> On Jan 20, 2011, at 11:20 AM, Sam Kassab wrote:
>
>> The pressure relief seems like the best option in this case.
>>
>> Thanks for the feedback.
>>
>> Sam Kassab
>> TridenT FIRE PROTECTION, INC.
>> 13631 Pawnee Rd. , Suite A-1
>> Apple Valley, CA 92308
>> Tel :   (760) 961-7222
>> Fax :  (866) 501-5942
>> Cell:  (805) 801-4676
>> Lic.  C-16 935502
>> [email protected]
>>
>> -----Original Message-----
>> From: [email protected]
>> [mailto:[email protected]] On Behalf Of Chris
>> Cahill
>> Sent: Thursday, January 20, 2011 11:12 AM
>> To: [email protected]
>> Subject: Re: Hangers and pressure surges
>>
>> The issue is most problematic when the head first pops.  So I think the
>> AHJ
>> has a point.  Oh and 9.2.3.4.4.1 seems to actually support the AHJ legally
>> where it clearly says static or flowing.
>>
>> Now if your real static without surge is below 100 you have the option of
>> controlling surges instead or changing hangers as I would interpret.
>>
>> Chris
>> -----Original Message-----
>> From: "Sam Kassab" <[email protected]>
>> Sender: [email protected]
>> Date: Thu, 20 Jan 2011 10:46:49
>> To: <[email protected]>
>> Reply-To: [email protected]
>> Subject: Hangers and pressure surges
>>
>> NFPA requires hangers to be installed on armovers over 12" when operating
>> pressure is over 100 PSI.  What if normal street pressure is below 100 PSI
>> and pressure surges cause a build-up of 100 PSI or more on the system side
>> of the check valve?  The AHJ's argument is that the system will have over
>> 100 PSI when the system first operates, albeit for a brief moment.  Is the
>> AHJ correct in his interpretation of this requirement?  Has anyone ever
>> come
>> across this question?
>>
>>
>>
>> Thanks in advance.
>>
>>
>>
>> Sam Kassab
>>
>> TridenT FIRE PROTECTION, INC.
>>
>> 13631 Pawnee Rd. , Suite A-1
>>
>> Apple Valley, CA 92308
>>
>> Tel :   (760) 961-7222
>>
>> Fax :  (866) 501-5942
>>
>> Cell:  (805) 801-4676
>>
>> Lic.  C-16 935502
>>
>> <mailto:[email protected]> [email protected]
>>
>>
>>
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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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