I think it is more of a check and balance than a requirement. If you properly 
calculate 1.2*(Design Area), take that divided by your maximum head spacing "S" 
and you come up with X.XX number of heads. The only thing you do with this 
number is make sure you have at least that many. If you don't you go back and 
start over. If you do the you move on. 

Thanks,
Eric Tysinger CET
NICET III - 108988
Designer
Wayne Automatic Fire Sprinklers, Inc.
4370 Motorsport Drive
Concord, NC 28027
p: (704)782-3032 x1751
f: (704)795-6838
C: (239)633-9703
 

-----Original Message-----
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bob Knight
Sent: Tuesday, April 20, 2010 4:11 PM
To: sprinklerforum@firesprinkler.org
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:chr...@sentryfiremn.com]
Sent: Tuesday, April 20, 2010 1:08 PM
To: sprinklerforum@firesprinkler.org; b...@firebyknight.com
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: chr...@sentryfiremn.com
 
Mail: P.O. Box 69
        Waverly, MN 55390
 
Location: 4439 Hwy 12 SW
              Waverly, MN 55390

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