Thanks Roland,
I guess I wasn't that clear in my statement but my thoughts were along
the lines of the annex material you pointed out.
Dewayne   

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Roland
Huggins
Sent: Thursday, January 14, 2010 9:39 AM
To: [email protected]
Subject: Re: mixed systems

Anyone want to venture a guess on whether water flowing through 2
systems is more or less hydraulically demanding than that flowing
through one?  Granted you could have a case where a higher hazard in a
relatively small area is centered between systems that MIGHT be more
demanding with two flowing but until I see the numbers, I'm not going to
pick the fly**** out of that pepper. The calc applies to one system.
Having said that the criteria as Chris pointed out is a tad loose and
leaves it open for SMALL systems.  Case in point, you have a 1,500 sf
building and really bad water.  One might consider putting in two system
at 750 sf each and claim that is the size of the remote area since it is
the entire system.  I had this exact issue before this cycle and after
butting heads over it can say the text did not cover that situation. It
does now in the Annex of 2010 in A. 
11.2.3.1.4(1) where it states:

  The area of sprinkler operation typically encompasses enough of the
floor area to make-up the minimum allowed size of the remote area up to
the entire area of a single floor of the building

Roland



On Jan 14, 2010, at 4:30 AM, Dewayne Martinez wrote:

> Chris,
> I still think that if the hydraulically most demanding area falls 
> either between 2 systems or branch lines off 2 separate cross mains, 
> you still need to pick up the full remote area for the area/density 
> method.  The fire will not know what sprinklers are supplied from 
> which pipe.  You still must pick up the " hydraulically most demanding

> area".
> Dewayne

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