While I do not disagree with what you wrote, the committee stated (as I heard) 
that this was the incorrect approach.  If you did not meet the room design 
method, you must flow the entire area.  Thus, the new language was added for 
those type of situations.  Add flow to ensure there is adequate water for the 
other systems in the area.

The above is my personal opinion and not of NFPA, the NFPA 13 committee or 
anyone else I might work or volunteer for.

Thanks,
John

John August Denhardt, P.E.
Strickland Fire Protection Incorporated
4011 Penn Belt Place
Forestville, Maryland 20747-4737
301.474.1136 - Office
301.343.1457 - Mobile

From: Sprinklerforum <[email protected]> On Behalf 
Of Matt Grise
Sent: Tuesday, April 23, 2019 12:48 PM
To: [email protected]
Subject: RE: Intent of 23.4.4.2.5

Regarding the paint booth – It is listed as a specially occupancy and it 
specifically says that the water supply shall be sufficient to supply all 
sprinklers likely to open in one event (13-2016 22.4.1.3). Based on that, is it 
required to add the extra gpm to the supply main for a small booth? In the 
6-head-booth instance, could you say that 6 heads are likely to open, therefore 
supply water for 6 heads plus hose lines (not the full EH2 flow)?

Matt


From: Sprinklerforum 
<[email protected]<mailto:[email protected]>>
 On Behalf Of Roland Huggins
Sent: Tuesday, April 23, 2019 11:11 AM
To: 
[email protected]<mailto:[email protected]>
Subject: Re: Intent of 23.4.4.2.5

There is also the option to have a remote area with different hazard 
classifications within it (and the size of it is predicated upon whether there 
are walls around the smaller, higher hazard portion).  Look at A.11.1.2.


Roland

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Roland Huggins, PE

Senior Vice President, Engineering & Technical Services

American Fire Sprinkler Association

p:

214-349-5965 ext121

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On Apr 23, 2019, at 8:55 AM, Travis Mack, SET, CFPS, CWBSP, RME-G 
<[email protected]<mailto:[email protected]>> wrote:

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.

<image002.jpg><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
[email protected]<mailto:[email protected]>
www.mfpdesign.com<http://www.mfpdesign.com/>

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From: Sprinklerforum 
<[email protected]<mailto:[email protected]>>
 On Behalf Of Bruce Verhei
Sent: Tuesday, April 23, 2019 8:17 AM
To: 
[email protected]<mailto:[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 | 
[email protected]<mailto:[email protected]> | 
www.jacobs.com<http://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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