Damien-
I'd highly recommend you:

1. Read James G's white paper "Variables that affect the Performance of Dry
Pipe Systems" at
http://www.tyco-fire.com/index.php?P=show&id=DryPipeSystems_Rev&B=&BK=archiv
e_news

2. Look into obtaining FDT calculation software to either prove your
systems' ability to meet the water delivery requirements, or what you can
save, or what you can change to make them work. www.stinkcad.com 
Ok, just kidding, my plugs come with a sense of humor-
http://www.sprinkcad.com/sprinkfdt.php  There, now there's no chance this
plug will get me a discount on the SprinkCAD seat I ordered yesterday. No,
we're not abandoning our friends in NH.

We've had HUGE systems that delivered water in a fraction of what would have
been expected, far faster than NFPA requires. 

Low pressure will allow water to be diverted into non-flowing branchlines.
Its really obvious when you watch the results of a system tripping and then
watch the water go up the lines and mains not flowing, then change the gas
pressure and see the changes possible.

You may, depending on the AHJ, be able to not wait until a field test to see
if you really only needed 5 risers or if you needed 12. or if even 12
wouldn't help cause bulk mains eat up all your time. 

The problem is, without the software you just don't know. And not knowing
until the acceptance test is a really stupid way to determine your needs
when the answers are available before steel goes up.

We were up at their Tech Center last week and I gotta tell you, the stuff is
amazing.

Yes, there is certainly a sweet spot in the gas pressure settings. And those
are far easier to determine on a pc than in the field when its too late to
change the piping, or find out maybe you could have installed a few less
valves.

glc


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Damien
Shannon
Sent: Wednesday, June 17, 2009 12:55 PM
To: [email protected]
Subject: RE: Slow responding dry pipe valves

Frans,

Very curious to know how you got on with the Victaulic valve w/ 1300 gallons
to make the 60 sec requirement after making the adjustments discussed (or
anywhere close). I need to do a building with 8 dry systems (new
construction) that requires all the valves at a main header. The bulk main
to the actual area of protection for some of the systems is forcing capacity
well beyond 750 gallons (approx 900). The client originally was going with
Victaulic valves, based on the premise that the lower air pressure would
lead to less air to be exhausted prior to water being discharged. 
Trying to find out if there's a 'sweet spot' where the low air pressure
versus 'higher pressure' Dry Pipe valves work best.
Thank you for any insight you can provide.

Damien Shannon
QED Sprinkler Designs Inc.
(773) 704 2571
 

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Frans Stoop
Sent: Tuesday, April 28, 2009 8:25 PM
To: [email protected]
Subject: Slow responding dry pipe valves

Dear colleagues,

Our client has a rather large dry pipe system supplied by a Victaulic 
dry pipe valve complete with an accelerator.
The system responds to slow to the ITC: more than 3 minutes.
The contents of the system is approx. 1300 gallon.
The air pressure in the system was set lower (in compliance with the 
Victaulic installation sheets) than we are used to with dry pipe 
valves of other manufacturers.

The sprinkler contractor and the local Victaulic representative 
couldn't find the cause yet.
My personal impression is that the Victaulic mat take much more time 
between opening the test valve and water delivery than dry pipe 
valves of other brands.
Does anyone share this impression or had the same experience ? If you 
prefer, you may react off-forum.

Frans Stoop
TOS architecture & fire protection
Netherlands <[email protected]>
Tel. +31-24-324 0112  

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