Rod, you have to use standard response heads on dry and pre-action, even in
light hazard, because quick response is limited to wet systems. I think the
intent was to say 'QR Reduction' is limited to wet, but that is not what it
says. 

-----Original Message-----
From: Rod DiBona [mailto:[email protected]] 
Sent: Tuesday, December 28, 2010 3:45 PM
To: [email protected]
Subject: RE: USACE Velocity

Thank you for the perspective on the velocity. A good judge of where a guy
really stands is to ask "would I spend the money if it was mine?". The
answer for me is no. I do see where George and Rahe are coming from and each
situation is unique but I don't believe it is a good buy in the majority of
situations. In this case I have heartburn because it is already guided by
the UFC 3-600 so my area is already doubled and this specific project at our
Air Force Base was under a MATOC with specifications from "SpecsIntact"
incorporated by reference that limited the velocity. 

Another thing to be aware of in the 2009 UFC 3-600 is that ALL dry and
preaction systems are to be schedule 40 galvanized piping and IF you groove
the piping it HAS to be cut grooved. This was pointed out to me at a class
at the convention in Rhode Island and I see it being enforced. Just a heads
up to anyone bidding government work.

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Art Tiroly
Sent: Tuesday, December 28, 2010 2:29 PM
To: [email protected]
Subject: RE: USACE Velocity

By increasing pipe sizes with velocity you are in effect increasing the
density since the required pressure is likely far below the available water
pressure. The industry rules for hydraulic calculations are pretty
conservative if the correct density has been established for the occupancy.
Increase the density or the area of application and use the NFPA rules
everyone else uses.  IMHO


Arthur Tiroly
ATCO Fire Protection Design
Tiroly and Associates
216-621-8899
216-570-7030 Cell
WWW.ATCOfirepro.com

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of
[email protected]
Sent: Tuesday, December 28, 2010 4:11 PM
To: [email protected]
Subject: Re: USACE Velocity

Rod,
We at GSA still adhere to this velocity limit.  However, we don't do it
because of equation breakdown or some other esoteric reason.  We do it
simply to insure that we get larger piping.  Since we do not really maintain
our system very well and numerous changes and additions are made to our
systems by everybody and their dog, we need all of the help we can get.
This is just one of the ways.

Since our buildings are supposed to last 100 years, we also start with a
C-factor of 100 and reassess it in the future to see if it needs to be
lowered again.  We only use fire pumps where absolutely necessary to
overcome elevation loss.  Our fire pumps are not sized to reduce pipe sizes
nor for providing the NFPA 14 pressures and flows at the top of standpipes.
The fire pump is sized for the sprinkler system only.

We are not that old fashioned, just that conservative.

Rahe Loftin PE
GSA Region 7

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