Section 3-1.4 of UFC3-600-1 is for the "Total Water Demand for Sprinklered 
Occupancies."  The total water demand for sprinklered occupancies is equal to 
the sum of the domestic/industrial demand plus the sprinkler system(s) water 
demand and the hose stream(s) demand. The total demand must be available at the 
sprinkler system connection to the underground main, and at the pressure 
necessary to produce the required sprinkler density over the required 
hydraulically most remote area of sprinkler operation.

So I would think the "fire flow" portion of this would be the total water 
demand minus the domestic.  Table 4-1 of the UFC will give you the hose stream 
allowances.  I would also recommend finding the appropriate UFC for your 
facility to see if anything is stated in that document in addition to UFC 
3-600-1.  They usually just refer back to 3-600-1 but it's not always the case. 
 

Carl Chappell
Dallas, TX 



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Steve Leyton
Sent: Tuesday, January 18, 2011 2:16 PM
To: [email protected]
Subject: RE: UFC 3-600-1 Fire Flow

Robert:

Where is that?   I've got the 2006 and it references IBC, but not IFC.
A couple of occupancy specific fire flow rates are prescribed, as for
refueling facilities and parking areas, but there isn't a table or
matrix as we conventionally use.

Steve



-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Pielow,
Robert
Sent: Tuesday, January 18, 2011 12:11 PM
To: [email protected]
Subject: RE: UFC 3-600-1 Fire Flow

Under UFC 3-600-01 the required fire flow for a sprinklered building is
the sprinkler demand plus the hose demand.  The appendix does not apply
for sprinklered buildings.

Robert J. Pielow, P.E.
Fire Protection & Life Safety


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of
Ronl.Fletcher
Sent: Tuesday, January 18, 2011 2:08 PM
To: [email protected]
Subject: RE: UFC 3-600-1 Fire Flow

I tried that but the FPE says that IFC is not applicable.


Ron Fletcher
Aero Automatic
Phoenix, AZ



-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Steve
Leyton
Sent: Tuesday, January 18, 2011 1:06 PM
To: [email protected]
Subject: RE: UFC 3-600-1 Fire Flow

I believe that the UFC's reference the I-code set, so I would assume -
absent any compelling prescriptive otherwise - you'd use the table in
the IFC.   The question is what reduction you can take for sprinklers.
Code says "up to" 75% with approval of the AHJ; obviously, most
municipal FD's offer 50%.   What NAVFAC or another DOD AHJ will offer is
likely subjective and/or project-specific.

Steve 

 


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of
Ronl.Fletcher
Sent: Tuesday, January 18, 2011 12:02 PM
To: [email protected]
Subject: UFC 3-600-1 Fire Flow

Anyone out there know how to determine the required fire flow for a
fully sprinklered building using UFC 3-600-1? Appendix C Section C-1
says "Use the following procedures to determine the required fire flow
demand and duration for buildings that are not fully sprinklered." It
doesn't say what to use for fully protected or am I missing something?


Ron Fletcher
Aero Automatic
Phoenix, AZ



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