I’ve run into a few AHJs that have specifically thrown this section to us for 
paint booths.  We also had this thrown at us on a tire carousel storage.  This 
caused total havoc on the projects.

 

The paint booth was in an existing facility designed to OH2.  They paint booth 
had 6 sprinklers.  We had to run a 6” bulk across the facility to get this 
paint booth.  It seems like overkill, but following that section as it is 
written, we had to flow 800 gpm for the area. 

 

 <http://www.mfpdesign.com/> 

Travis Mack, CFPS, CWBSP, RME-G, SET

MFP Design, LLC

3356 E Vallejo Ct

Gilbert, AZ 85298

480-505-9271

fax: 866-430-6107

 <mailto:[email protected]> [email protected]

www.mfpdesign.com

 

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is forgotten.”

 

 

From: Sprinklerforum <[email protected]> On Behalf 
Of Bruce Verhei
Sent: Tuesday, April 23, 2019 8:17 AM
To: [email protected]
Subject: Re: Intent of 23.4.4.2.5

 

I read it as Ed notes. As well other example of paint spray booth I’d question 
too. Paint spray booths can have sprinkler protection in an otherwise 
unsprinklerd building. They’d all be dry chem total flood if we drove an 
underground sized up that much. Just the cost of larger DDCVA would be a big 
impact.

 

Best.

 

Bruce Verhei 


On Apr 23, 2019, at 08:01, Ed Kramer <[email protected] 
<mailto:[email protected]> > wrote:

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] 
<mailto:[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.

 

<image001.jpg>

 

 

 


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