I concur with Craig. 

It seems the proposal was written to clarify for AHJs that one needs NOT run a 
separate calculation for sprinklers closest to the source simply to identify 
maximum flows (and therefore maximum supply requirements). The remote area 
calculation(s) is 'good enough'.  I do not think the proposal is suggesting you 
can calc a tank based merely on 'density x area x duration = volume'. The 
procedures "in Chapters 11 through 22 for the required duration as specified in 
Chapter 11, Chapter 12 and through Chapter 21" do not allow you to omit 
overages within the design area.

Mark A. Sornsin, PE| Fire Protection Engineer 
Ulteig Engineers, Inc.| Fargo, ND  
[email protected] 



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of 
[email protected]
Sent: Tuesday, August 09, 2011 2:26 PM
To: [email protected]
Subject: RE: Water storage

But we all know that a .15 gpm/sf over 1500 gpm doesn't calc out to exactly 225 
gpm of flow and we know that most fires are controlled by 3 or less sprinklers. 
 So if someone wants to cut it that close, go for it.  

Related to the question of whether to include hose stream or not, what's 
interesting is that in other areas of 13, it is clearly spelled out that the 
demand is to include both hose and sprinklers.

But in the NFSA response it's talking about not considering the excess flow 
that is typical of sprinklers closer to the riser which are OUTSIDE of the 
remote area.  It is NOT saying anything about factoring the imbalance or 
overage for the remote area sprinklers.   

Craig L. Prahl, CET   
Fire Protection 
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
[email protected]



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Bill Brooks
Sent: Tuesday, August 09, 2011 2:41 PM
To: [email protected]
Subject: RE: Water storage

Well, I guess my point would be that you don't have to figure any hydraulic
imbalance in your sprinkler water quantity.  Just density x area x time.
Perhaps Ken's approved proposal could be clarified to confirm.

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: [email protected]
[mailto:[email protected]] On Behalf Of
[email protected]
Sent: Tuesday, August 09, 2011 2:10 PM
To: [email protected]
Subject: RE: Water storage

OK?

Craig L. Prahl, CET   
Fire Protection 
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
[email protected]



-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Bill Brooks
Sent: Tuesday, August 09, 2011 2:02 PM
To: [email protected]
Subject: RE: Water storage

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
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