13-494 Log #356 AUT-SSD Final Action: Accept
(23.1.2)
________________________________________________________________
Submitter: Kenneth E. Isman, National Fire Sprinkler Association, Inc.
Recommendation: Revise text to read as follows:
23.1.2 Capacity. Water supplies shall be capable of providing the required
flow and pressure for the remote design area determined using the procedures
in Chapters 11 through 22 for the required duration as specified in Chapter
11,
Chapter 12 and through Chapter 21.
Substantiation: The water supply only needs to provide the duration for the
remote area, not the closer sprinklers in the system that will discharge
more
water. Also, all of the discharge chapters need to be specified, not just
the basic
storage Chapter 12.
Committee Meeting Action: Accept
Number Eligible to Vote: 25
Ballot Results: Affirmative: 22
Ballot Not Returned: 3 Brown, T., Hogan, A., McNamara, T.


Bill Brooks

William N. Brooks, P.E.
Brooks Fire Protection Engineering Inc.
372 Wilett Drive
Severna Park, MD 21146-1904
410-544-3620
410-544-3032 FAX
412-400-6528 Cell


-----Original Message-----
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Tuesday, August 09, 2011 1:14 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Water storage

Assuming Ord. II at .20/gpm sf over 1500 sf would be 300 gpm flow rate
minimum.  Now remember that sprinkler system flows will always exceed the
base design criteria because the .20gpm/sf is the hyd. remote sprinkler and
those upstream will put out more. So typically you will see a 10-15% overage
in actual system flow.  To be conservative for a wet system if you take that
300 gpm and than increase that by 15% you'd get 345 gpm.  Just say 350 for
simplicity.  Then add the 250 gpm for hose stream allowance and you've got
600 gpm total system demand.  For total capacity at 60  minutes (IF THE
SPRINKLER SYSTEM WATERFLOW, TAMPER SWITCHES AND SUPERVISORY DEVICES ARE
ELECTRICALLY SUPERVISED) 600 GPM X 60 MINUTES = 36000 gallons.  If you have
to use the higher value you'd be looking at 54000 gallons.   

Fire department hydrant hose streams fall under the category of Fire Flow
within the Fire Code.  This is a whole other topic of discussion that can
get rather muddied and is very often totally overlooked by the EOR or others
designing underground fire service piping systems.   If the local Fire
Service requires a site or building to provide Fire Flow the flow rates and
durations can be considerably higher.   One recent project I had was
requiring over a million gallons of storage for fire flow based on
unprotected building size and construction types.  IFC Appendix "B" was
applied as the "approved method".   I have encountered few fire protection
system designers and engineers who understand or even implement the fire
flow section of the Code.

Craig L. Prahl, CET   
Fire Protection 
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SCĀ  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com


-----Original Message-----
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of A.P.Silva
Sent: Tuesday, August 09, 2011 12:41 PM
To: sprinklerforum@firesprinkler.org
Subject: Water storage

The duration of water supply for a hydraulically calculated ord. hazard
sprinkler system is 60 to 90 minutes. So if the sprinkler demand is 250 gpm
the required water storage is 15,000 gallons using the lower duration. There
used to be a requirement (which I don't see now) that the water supply
should be 150% of the pump rating. Is that still required? The rated
capacity of the pump in this case is 250 gpm. 

Also, is 60 minute duration enough for fire department hose streams? So,
water storage for hose streams is another 15,000 gallons?

Tony  

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