Excuse me but isn't the standpipe demand required to be met? 500Gpm for the
first, 250Gpm for each additional?
I would think that you would size the storage for 60-90 min. of whichever is
greater just like a combination stand pipe sprinkler supply.

Let's assume 3 required stairwells 500+250+250 = 1000Gpm. X 60-90 = 60,000
to 90,000 Gallons of storage.
I think this started with Tony saying it was OH I, so figure .15/1500 or
.15/3000 = 13,500Gpm to 27,000Gpm for 60 min. x1.5 for 90 min.

Standpipe demand is still more, size standpipe demand in this example. Even
if it's only one standpipe at 500Gpm, that still more than the 450Gpm the
sprinkler system will require for 3000 SF. (If you overflow the sprinklers
by more than 10% they may become the more demanding.)

Thom McMahon, SET
Firetech, Inc.
2560 Copper Ridge Dr
P.O. Box 882136
Steamboat Springs, CO 80488
Tel:  970-879-7952
Fax: 970-879-7926



-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of A.P.Silva
Sent: Sunday, May 09, 2010 1:58 PM
To: [email protected]
Subject: RE: Water Supply

It is a 4 storey sprinklered building with a standpipe as per NFPA 14. The
standpipe is manual with the FD pumping into the standpipe system. That is
why I thought to size the tank for additional 250 gpm, so FD will have
enough. 13, 2007 table 11.2.3.1.1 seems to indicate 60 to 90 minutes for
hose allowances also. Is that how you would read? 

Tony   


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