Rahe is right as an AHJ and owners rep.  The key wording in the listed
definition is acceptable to the AHJ.  FM is apparently not acceptable to
Region 7 of GSA.  Maybe all GSA.  And they enforce this through the specs.
So it would be extremely hard if not impossible to fight.  Doesn't matter
what the law is you would have a contractual violation.   

But he's also wrong if he was a city AHJ.  In the private sector, where most
of us do most of our work, he'd lose all day.  But you'd have to follow the
legal system through to the end to win if a local AHJ said no FM listings.
Do you think there is a judge out there (that's not related to the AHJ) that
would find FM lacking.  The burden of proof would be on the AHJ to show why
it's not an acceptable listing org.  I'd bet it would be hard to even get to
a court because the DA (city attorney) would argue the case and would drop
it before it ever got anyplace.  Same would apply to a British listing or
Australia, Japanese etc.  You can use them based on the definition of Listed
in NFPA 13.  Now with foreign you'd probably need to supply why they are
roughly equivalent to what we are used to in the US companies.   

A listing is different than an example of a design criteria that is less
than the NFPA 13 minimum.  NFPA 13 is adopted as the legal minimum in most
places.  This will be an interesting issue as FM rewrites the standards for
special application listings.  Some of them are less than the 1.2 along the
BL and less than the number of heads on the RA that would come from NFPA 13.
Even if it's an FM job the law always supersedes an insurance company
requirement. Is less heads than NFPA 13 a listing issues or a design issue?
I'm not arguing if FM will put out the fire.  I'm sure it will.  

And IMHO using FM data in this case is crap because if I go to service the
building later how would I ever know I had to maintain a 7" radius vs. a 3"
radius.  And how's this twist.  In the back half of the building I use 7"
and in the front half I use 3" because I'm closer to the riser.  Technically
legal, practically crap.        

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

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Daniel Wilder
Sent: Wednesday, November 11, 2009 6:49 PM
To: [email protected]
Subject: RE: Flex Head Friction loss

I respectfully disagree with this.  The FM standards dictate that number or
turns and minimum radii (based on length) be maintained in order to have
their tested friction loss be accurate, same for UL.  Whether or not the
turns are maintained after turnover on future work is another matter and
where a better argument would be had for using the larger friction loss.

Viking sprinklers (Vertical Sidewalls), Reliable K-22 Magnum, Tyco ESFR-17
all carry FM approval only, and I would think these would be utilized on
more than just FM projects.

>From recent experience, a metal Foldgers Coffee can on a stick gets your 3"
minimum radius checked pretty quickly, and the AHJ seems to find a little
humor with the field guys on this during visual inspections.


-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of
[email protected]
Sent: Wednesday, November 11, 2009 3:51 PM
To: [email protected]
Subject: Re: Flex Head Friction loss

Dennis,
If this is not an FM job, then they have no dog in the fight and you cannot
use them to reduce your equivalent lengths.  Since there is no FM
inspection and no FM insurance, you will have to use the UL equivalent
lengths and submit the shop drawings and calculations to the local AHJ with
the correct equivalent lengths in your calcs.


Thank You

Rahe Loftin, P.E.
Region 7 - GSA
Office - 817-978-7299
Fax - 817-978-8644
Cell - 817-371-3102





             "Dennis Browning"
             <firesprinkl...@c                                          To
             harter.net>               <[email protected]>
             Sent by:                                                   cc
             sprinklerforum-bo
             un...@firesprinkl                                     Subject
             er.org                    Flex Head Friction loss


             11/11/2009 12:34
             PM


             Please respond to
             sprinklerfo...@fi
              resprinkler.org






We are doing a job using flex heads. They show different equivalency loss
for FM and UL listings. 9.6 ft versus 27 ft. respectfullt. What should I
use?
This is not a mandated FM project and I am designing to 2002 13
light/ordinary hazzard.
I would rather use the 9.6 factor. At what point would I need to use the
higher number? I am not getting this.

Dennis Browning
Browning Fire
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