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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