Ralphy,

Your points are all valid. However; I have run into several situations of
3-5 pounds being a critical point, This is after waiving the hose (with
approval of AHJ in writing), looping and or gridding, tweaking every single
pipe and every single sprinkler. You will find this quite often with the
attic requirements added in the 02 edition. So there are times that that
amount creates major issues. I know that HW, and other things may help, but
I have never seen any get you back to where you need to be. One had to be
supplied with a pump.

R/
Matt

 
Matthew J. Willis, CET
Automatic Fire Sprinklers
Norred Fire Systems L.L.C.
318-387-1134 Voice
318-387-1163 Facsimile
[email protected]



-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Ralphy
Henderson
Sent: Thursday, September 24, 2009 12:46 PM
To: [email protected]; [email protected]
Subject: RE: Inadequate Water

You're right but that's not the point. The point is maybe the particular
design area is not indicative of the whole building's situation. Maybe the
most demanding area could be looped at the branchlines then a supplemental
calc performed on the next most demanding area which would establish the
norm for the rest of the building. Since most of the time your most
demanding area is going to be the one, not neccessarily farthest from the
riser but the one with the most sprinklers in your design area or the higher
occupancy classification which may not be the case for the typical areas of
the building. A secondary calc could establish that but the primary could be
calc'd for it's specific characteristics.


--- On Thu, 9/24/09, Timothy W Goins <[email protected]> wrote:


From: Timothy W Goins <[email protected]>
Subject: RE: Inadequate Water
To: [email protected]
Date: Thursday, September 24, 2009, 4:26 PM


"maybe looping a few of the branchlines in the most demanding area would
solve things" I always thought that the remote area calcs and design set the
standard/minimum for the entire system. No one knows, but GOD and an
arsonist, where the actual remote area might be or fire may start/be.

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Ralphy
Henderson
Sent: Thursday, September 24, 2009 11:10 AM
To: [email protected]
Subject: RE: Inadequate Water


Isn't an issue of 5 psi really a non issue? I mean, you generally have an
AHJ mandated safety factor (or should) of 5-10%, a hose allowance that may
or may not be used, plus calculations that are based upon Hazen-Williams
which in itself is not as accurate as other methods and provides an
additional safety margin. 
Not only that but there are usually design options as well. Perhaps the
remote area could be re-evaluated - maybe there's that head in the closet
that really doesn't need to be included in the calcs, maybe looping a few of
the branchlines in the most demanding area would solve things, changing BFP
to a more friendly friction loss model, did the hydraulics program use the
modified equivalent lengths based upon NFPA #13 or were these considerably
rounded up by default (I've seen that)? Could changing sprinklers to larger
/ smaller orifice help, sliding up and down the design density curve to meet
actual calculated sq. ft'g (if no reductions are taken) etc.. Even without
consideration of the above it would seem that 5 psi is not lawsuit material
- at least to me. As long as this is not storage or extra hazard I don't see
what the big deal is. -Ralphy




      
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