As most always, there has been a very interesting mix of responses and
ideas, so based on the information given during this posting, we are going
with what Mike and Thom gave as helpful info.  "Where construction features
or other special conditions exist that are outside the scope of sprinkler
listings, listed sprinklers shall be permitted to be installed beyond their
listing limitations" and "If you read the white paper for slope Beam
ceilings exceeding 8/12 you'll see that the concealed sprinklers responded
slightly better when in the beams than in the pockets".
The situation we have has ceilings that vary in slope from 5/12 all the way
up to 10/12.  The other situation, as I mentioned in other posts, is that
the beam spacing is less then the published guideline of 3'4" o.c. So, in
the smaller rooms we are going to place the sprinklers at the bottom of the
beams and use a 3 head calc.  While in the larger areas, due to multiple
beam depths of 6" to 24" we are going to be using a combination of
sprinklers at the bottom of beams and sprinklers in the pockets, then we
will use a 3 head calc.  The trouble I see with this is not placing the
sprinklers at the bottoms of the beams, but rather the heads that are in the
pockets.  According to the "White Paper" during there testing the sprinklers
that were in the pockets performed the worst since they were not able to
provide coverage outside of the actual pocket width that they were placed
in.  So, basically, if we were to place a sprinkler in every pocket the
coverage is greatly limited and the chance increases that too many
sprinklers would operate and thus overwhelm the supply.  Based on this
information, my judgment says when possible place the sprinkler at the
bottom of the beams and calc the additional head.  As well, the AHJ and the
contractor both like this alternative arrangement.
So, thanks to all who helped with this post your answers have once again
provided valuable help and incite.


Bob Knight, CET
(208) 495-2057
[EMAIL PROTECTED]
www.firebyknight.com


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