Steve, you don't mention the edition of 13 you're working with, but I'm
looking in the '16.

 

23.4.4.2.5  is a sub-section of 23.4.4.2 "Density/Area Method".  The section
above that is 23.4.4.1.1 "Room Design Method".  I don't see any similar
requirement in that section.  I'd argue that 23.4.4.2.5 doesn't apply to the
room design method.  But some days I just feel like arguing.  :)

 

Ed K

Bamford Fire

 

From: Sprinklerforum [mailto:[email protected]]
On Behalf Of Prahl, Craig/GVL
Sent: Tuesday, April 23, 2019 7:33 AM
To: [email protected]
Subject: RE: Intent of 23.4.4.2.5

 

I feel your pain.  This additional flow rate added to a small room has never
made any sense and I'd love to understand the logic of being forced to flow
1,950 gpm into a room that is only required to deliver 150 gpm.   

 

Is there any actual benefit to this exercise?  

 

It's amazing how buildings were assumed adequately protected when all that
was used was the pipe schedule method.  

 

 

Craig Prahl | Jacobs | Group Lead - Fire Protection | 864.676.5252 |
<mailto:[email protected]> [email protected] |
<http://www.jacobs.com/> www.jacobs.com

1041 East Butler Road   Greenville, South Carolina  29606

 

From: Sprinklerforum <[email protected]
<mailto:[email protected]> > On Behalf Of Steve
Leyton
Sent: Monday, April 22, 2019 6:19 PM
To: [email protected]
<mailto:[email protected]> 
Subject: [EXTERNAL] Intent of 23.4.4.2.5

 

We have a building with fire rated and secure compartments that are less
than the NFPA 13 minimum design areas so we have calculated those areas
using the room design method where the compartments comply.   Two are fire
protected with preaction sprinklers and 23.4.4.2.5 seems to imply that where
a design area is flowing less than what the density would be across the
minimum required design area, then a "kicker" needs to be added to raise the
flow rate to that figure.   Since we're in Light Hazard and the design area
is only about 1,000 sq. ft., we're flowing about 150 GPM.    But they're
coming after us for 1,500 x 1.3 = 1,950 saying the required flow rate is
195.   If it's LH, we can downward adjust and the demand drops to 117 which
we satisfy.   In all my years I've never had this section thrown at us so
could use any help or opinion regarding exactly how this section should be
applied.

 



 

 

 

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