That's fine. More than one has disagreed with me today. I read it as saying
only deal in whole sprinklers not partial sprinklers, no more, no less.

S never get's mentioned in ch 22 as it applies to the 1.2 of what question.
It only gets mentioned in the annex, which we all know is not technically
enforceable. 

Obviously, some others disagree about the word 'used'.  Right or wrong I'm
in the camp of a vast majority which means nothing.  And I encourage anyone
working in my neck of the woods to use the minority opinion of the word used
when bidding projects, lol.  

Chris 

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Bob Knight
Sent: Tuesday, April 20, 2010 3:11 PM
To: [email protected]
Subject: RE: Calc Area

Chris,
You stated that "There is no requirement for any number of heads", I don't
agree with this statement based on section 22.4.4.1.1.2 (2007) which directs
us to rounding the number of sprinklers required within the 1.2 zone.  So,
based on this there IS a minimum number of sprinklers required within the
1.2 zone as the ANNEX material clarifies in the example given on page 346.
The difference lies within the fact that the minimum number of sprinklers is
a fluctuating number based on the S within the design area for the area
under consideration verses ESFR's which are assigned a minimum number of 4.

Bob

-----Original Message-----
From: Chris Cahill [mailto:[email protected]] 
Sent: Tuesday, April 20, 2010 1:08 PM
To: [email protected]; [email protected]
Subject: RE: Calc Area

I'm confused.  Why are you averaging?  You need 46.5' along the BL, right?
There is no requirement for any number of heads (except for ESFR and other
head count designs). Other than saying you have to work in whole sprinkler
heads the code process of design area selection never mentions head counts,
right?  The introduction of S to create a head count related to the 46.5'
comes from the annex and is an EXAMPLE for ONE particular arrangement.  It
certainly isn't there as an example for any other situation. 

If I have varying lengths between the heads I check, starting at the wall,
the number I need to get to 46.5' with a RULER.  This establishes the
minimum number of heads I will calculate, call it calc #1.  Then I work my
way down the line with my RULER and check the next series of heads minus the
last head on the line. If I get a head count higher than the first that
becomes a second calc I HAVE to do because I don't readily know if the
length or the extra head is more of a hit in the calcs.  I check all the
possible continuous heads for the 46.5'.  Seems easier to me to than doing a
bunch of math which if right is by coincidence or if wrong has no
correlation to code.  46.5' is the only right answer. 

And note you absolutely have the ability to shift the heads on the line if
you come up real close and have some area left in the sq.ft./head limits.
Measure 46.4' to the center of 2 heads.  Shift one an inch and save yourself
a head on that calc.  *****BUT***** that inch needs to be checked closer to
the main as you probably will get caught someplace with an extra head.
Hydraulically, it usually is better to take the hit for the extra head over
the main than at the end of the BL.  
       

Chris Cahill, P.E.
Fire Protection Engineer
Sentry Fire Protection, Inc.
 
763-658-4483
763-658-4921 fax
 
Email: [email protected]
 
Mail: P.O. Box 69
        Waverly, MN 55390
 
Location: 4439 Hwy 12 SW
              Waverly, MN 55390

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