The reason for the ISO method being more atractive is that ISO allows the 
"Effective Area" to be calculated utilizing 2hr fire separations for 
compartmentalization.
In simpler words, you are allowed to calculate the fire flow based on the 
LARGEST effective area bounded by 2hr construction. This also allows 2hr floor 
assemblies to be utilized as boundaries as well.

In addition, if your structure is two stories or greater, there is an allowance 
for "protected" vertical openings vs. "unprotected" vertical openings.

The fire protection handbook has a very good section on Needed Fire Flow and 
lays out most of the ISO method requirements and allowances.

Ray Vance
Chief Engineering Tech.
Wayne Automatic Fire Sprinklers, Inc.
www.waynefire.com

-----Original Message-----
From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On Behalf Of George Church
Sent: Thursday, July 24, 2008 9:32 AM
To: [email protected]
Subject: RE: Fire Flow Calculation

There was an article by Ken Isman from the OFSA (Other Fire Sprinkler
Association) in Sprinkler Quarterly recently (April? A group of people standing 
by a fire truck on cover) which ran thru some of the fire flow calculations, 
and in it he referenced a previous SQ article from 2003 which had more detail 
on the subject.

He discusses the difference between the IFC and ISO methods of determining fire 
flows, and I recollect the ISO method was more attractive for reasons I don't 
recall at this time.

If you have access to SQ, this might be exactly what you're looking for.

George Church
Rowe Sprinkler

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Ray Vance
Sent: Thursday, July 24, 2008 8:54 AM
To: [email protected]
Subject: RE: Fire Flow Calculation

Ron,

Just a few questions to stimulate the ole thought processes this morning ;-)

(1) What fire flow calculation method are you required (or allowed) to utilize 
in the jurisdiction you are referencing?
(2) Have you calculated the "effective area" based on the allowed 
compartmentalization of the method you are using? (Such as 2hr fire 
separations, 4hr fire separations, etc.)
(3) How is the 200k sqft addition separated from the 150k sqft existing 
building?
(4) How is the 50k sqft unsprinklered area separated out of the 150k sqft 
existing area?
(5) What reduction in fire flow does you local authority allow for sprinklers 
and is there a possibility of an alternate reduction percentage (ie. 50% 
instead of 75%) based on the way the 50k sqft area is separated out of the 150k 
sqft area?
(6) What was the orginal fire flow requirement for the existing 150k sqft 
building and how was the unsprinklered 50k sqft addressed at that time?

Maybe we can get a better determination of the actual conditions you are 
dealing with and a more definitive number than "ALL" or "NONE" in the fire flow 
calculation process with a little more information from which to work.

Ray Vance
Chief Engineering Tech.
Wayne Automatic Fire Sprinklers, Inc.
www.waynefire.com




-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Fletcher, Ron
Sent: Wednesday, July 23, 2008 4:36 PM
To: [email protected]
Subject: Fire Flow Calculation

Looking for help to determine required fire flow. New addition to hospital is 
200k sqft. 150k sqft existing building with 50k sqft of the 150k not 
sprinklered. Construction type is I-FR.

Ron Fletcher
Aero Automatic
Phoenix, AZ
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    Wayne Automatic Fire Sprinklers, Inc.
2006 Inductee into 'The Players Hall of Fame'
       at The Great Games of Business
          http://www.greatgame.com
   Wayne Automatic Fire Spinklers, Inc.
          'Best Places to Work'
       http://tinyurl.com/ov335
      by Orlando Business Journal
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