It’s the committee’s intent that the 1,000 gpm threshold is applicable only to 
buildings sprinklered per NFPA 13.   There have been numerous fires in 
13R-protected buildings where the structure became involved, many of which were 
roof burn-offs.   Fire service is acutely aware of this nationwide, and any 
member of the residential sprinkler committee will affirm that every cycle, 
there is at least one but usually multiple inputs that propose to add 
sprinklers in attics if not all combustible concealed spaces.   So the language 
in 14 is based on fire incident reporting and other empirical data that inform 
us that it’s not prudent to limit hose stream capacity in 13R-protected 
buildings, so than an added measure (one additional attack stream) of hydraulic 
capability is backed into the standpipe system.


The foregoing is my opinion only and does not represent NFPA or the NFPA 14 
Technical Committee, nor intended to serve as an interpretation of the standard.

Protection Design and Consulting
Steve Leyton, President
T  |  619.255.8964 x 102  |  
www.protectiondesign.com<http://www.protectiondesign.com/>
2851 Camino Del Rio South  |  Suite 210  |  San Diego, CA  92108
Fire Protection System Design | Consulting | Planning | Training







From: Ken Wagoner <k...@parsleyconsulting.com>
Sent: Thursday, April 04, 2024 10:10 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: [Sprinklerforum] Re: Standpipe Calculations

I disagree, Jose.

I'm not terribly confused by the omission of a direct reference to 13R in that 
section.  As the text reads "...for buildings that are not sprinklered 
throughout in accordance with NFPA 13."

Wouldn't you agree that 13R is other than NFPA 13?

sincerely,
Ken Wagoner, SET
Parsley Consulting
500 West Mechanic Street
Harrisonville, Missouri 64701-2235
Phone: (760) 745-6181
Visit the 
website<https://linkprotect.cudasvc.com/url?a=http%3a%2f%2fwww.parsleyconsulting.com%2f&c=E,1,Y5zKJKPEh1mBEBqSR-VE9cUKl5y-eyP8BpvmE_5j9ZqW2eJbNphYzrCMBZ-2YuX6d-RRkHI4gQ1FV-cvOeCfRC58uZS9NiToZv2mx7909oCqLvCW_n5hDHeK&typo=1>


On 4/4/2024 10:28 AM, Jose Anibal Castillo wrote:
It appears there's a conflict in understanding, as section 10.6.1.1.6 outlines 
a requirement for a flow rate of 1,250 gallons per minute (gpm) for buildings 
lacking sprinkler coverage, in line with NFPA 13 standards. Yet, 10.6.1.1.6 
omits any mention of NFPA 13R, leading to confusion about the necessity of 
meeting the 1,250 gpm requirement in scenarios where NFPA 13 standards might 
not be mandated by the building code but NFPA 13R. Furthermore, NFPA 14 does 
not discuss provisions for buildings with partial sprinkler protection 
according to NFPA 13R.

On Wed, Apr 3, 2024 at 9:07 AM John Denhardt 
<jdenha...@firesprinkler.org<mailto:jdenha...@firesprinkler.org>> wrote:
Correct - for standpipe calculations purposes, buildings protected with NFPA 
13R systems do not meet the requirements to limit the flow to 1,250 GPM

10.6.1.1.6 in NFPA 14 - 2024

John August Denhardt, P.E.
Vice-President Engineering and Technical Services
American Fire Sprinkler Association
301-343-1457


On Apr 3, 2024, at 09:49, Fpdcdesign 
<fpdcdes...@gmail.com<mailto:fpdcdes...@gmail.com>> wrote:

13R buildings are not considered to be fully sprinklered.




On Apr 3, 2024 at 9:45 AM, <Shawn Foor<mailto:shawn.f...@gmail.com>> wrote:
Why would you do 1250 if it’s a fully sprinklered building?

Shawn Foor, SET

FOOR DESIGN, LLC
10208 E 98TH ST
TULSA, OK 74133
P:918-237-1400


On Wed, Apr 3, 2024 at 08:43 
<rimrock.design.servi...@gmail.com<mailto:rimrock.design.servi...@gmail.com>> 
wrote:
Asking this on behalf of Rowe Sprinkler Systems (Temporally Un-Retired)

We have a 4-story modular apartment building sprinklered in accordance with 
NFPA 13R with allowed exceptions, with 4 standpipes. The standpipes are 
connected at the 1st floor level. One each at the ends of the L shaped building 
and two at the approximate mid-point on either side of a 2-hour separation wall 
with self-closing, rated doors in the corridor.
The question is for purposes of calculating the standpipe can these be treated 
as two separate buildings? For example, 250 gpm at the far end of the 4th 
floor, 250 gpm at the far end of the 3rd floor and 250 gpm at the at the 
connecting point of the middle standpipe, for a total of 750 gpm.
Or do we have to calculate the additional standpipes up to 1250 gpm. Available 
water is the issue.


Richard L. Mote CET
Rimrock Design Services, LLC
Middleburg, PA 17842
Mobile 570-541-2685
EMAIL 
rimrock.design.servi...@gmail.com<mailto:rimrock.design.servi...@gmail.com>
WEB: www.rimrockdesignservicesllc.com<http://www.rimrockdesignservicesllc.com/>


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--

José Anibal Castillo M.S. (FP UMD)
Ingeniero Electromecánico
Especialista en Sistemas Contra Incendio
Cel:+(507) 6349.6217





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