Todd:

We've had to deal with this problem a number of times, as well.  From a code 
standpoint, NFPA 20 (2007) 5.6.5 seems to indicate to me that a public water 
supply must be capable of supplying 150% of the rated capacity of the fire 
pump.  Note that this section does not say, however, that you must use the 
design-basis water supply curve to justify compliance.  Therefore, if the raw 
flow test results (as opposed to the design-basis water supply data--which 
accounts for maximum day water system demands, pressure fluctuations, etc.) 
indicate you can achieve the required flow at 20 psi, then you can make the 
case that the water supply is, in fact, capable of supplying the required flow, 
just maybe not all the time (i.e., during periods of peak demands).  This has 
worked in several jurisdictions for us.  However, it appears from the data you 
provided that you'd need a 30 psi increase in overall system pressure just to 
be able to hit 3,000 gpm at 20 psi--which may not be an option.

Another option is if you can show that a 1,500 gpm pump will work, but you just 
want to use the 2,000 gpm pump because of the better hydraulics, the AHJ may be 
willing to approve a variance (or code modification) request using this as your 
justification.  Other points that you can use to support your case include the 
benefits of the ESFR suppression technology over other (minimum code compliant) 
control-mode sprinkler options.

Good luck!//  DCH

___________________
Dale C. Hansen, P.E.
Principal/ Senior Fire
Protection Engineer
(770) 564-3505 x.34
(770) 564-3509 Fax
[email protected]
www.hgi-fire.com






-----Original Message-----
From: Ralphy Henderson [mailto:[email protected]]
Sent: Friday, August 28, 2009 2:00 PM
To: [email protected]
Subject: Re: lack of suction volume

But can NFPA 25 be invoked since this is a new fire pump going in and not an 
existing one?

--- On Fri, 8/28/09, Michael O'Brian <[email protected]> wrote:

From: Michael O'Brian <[email protected]>
Subject: Re: lack of suction volume
To: "[email protected]" <[email protected]>
Date: Friday, August 28, 2009, 5:54 PM

Todd

One that comes to mind was an old warehouse that the fm found with
inadequate sprinkler density for plastic storage

The incoming water could not flow 150% so it was tested to 100 % and
the insurance was okay, the fm just wanted to make sure he could fall
back on code.  Case was made on options and why 150 couldn't be achieved

Michael O'Brian
Code Savvy Consultants
www.codesavvyconsultamts.com
www.inspector911.com
Office: 313-618-6401
Cell: 810-459-0116

On Aug 28, 2009, at 1:27 PM, Todd Williams <[email protected]> wrote:

> I am working on a warehouse which presently has very inadequate
> protection. One of the improvements needed is a fire pump. I have two
> options: a 1500 at 95 or a 2000 at 80. We can't go over the 95 psi or
> we end up with a churn pressure over 175 psi. However, the flow drops
> to 20 psi at 2400 gpm. The ESFR system I am recommending requires
> about 1950 gpm, including hose streams (the fire pump will have to
> supply hose streams as well). I want to use the 2000 gpm pump because
> it gives me better hydraulics, however, I can't test to 150% flow.
> NFPA 25 says "If available suction supplies do not allow flowing of
> 150 percent of the rated pump capacity, the fire pump shall be
> permitted to operate at maximum allowable discharge." Has anyone
> successfully presented this to an insurance company and Fire Marshal
> on a new installation and got them to go along? Any hints on how to
> present it?
>
> Todd G. Williams, PE
> Fire Protection Design/Consulting
> Stonington, Connecticut
> www.fpdc.com
> 860.535.2080
> _______________________________________________
> Sprinklerforum mailing list
> [email protected]
> http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
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