Actually the fitter story is referenced in the Handbook commentary 
(9.1.1.2 - 2002)


At 11:39 AM 8/4/2009, you wrote:
>I don't know if that extra 250 lbs was really for the fitter of old to
>grab onto or if that is just the story we've been telling each other
>for so long it's become the common "truth." If the truth then we'd
>better reassess it in light of current times. First we need to add
>about 100 lbs if it's to meet the criterion of the story but, and
>probably more telling, I think OSHA (or your local version) might be
>concerned if we're actually telling our fitters to grab the piping if
>they fall. Adding the 250 lbs is the rule. Why is unimportant unless
>the hanging and bracing committee wants to revisit the rule. If
>research were to suggest that the "story" really is the "truth/reason"
>then maybe we can just let it go. And what really is the criteria for
>any of this? Is it just a left over from the days of "I remember when
>13 fit in your back pocket" versions of 13 that only addressed pipe
>schedules and other  good, safe rules of thumb? Who decided, when was
>it decided, why is it (has it been constantly evaluated as valid--too
>much or too little), what values is it based on, etc.? In any event at
>this stage of sprinkler design development I'd worry about adding the
>250 lbs to the calculation but not because a fitter might grab it. He
>might just as easily reach out for the 1/2 inch conduit. Better to
>have him properly tied off. Saves a heap of change on OSHA fines,
>lawsuits and possible criminal charges.
>
>On Tue, Aug 4, 2009 at 8:09 AM, Todd Williams<[email protected]> wrote:
> > Something to think about. Hangers are designed to take 5x wt of water
> > filled pipe +250 lbs. The 250 is supposedly to support a fitter if he
> > had to grab on to it in an emergency (or so I have been told). Has
> > anyone looked into if CPVC pipe could support a 250 lb person, even
> > with hangers designed for it?
> >
> >
> >
> > At 10:54 AM 8/4/2009, you wrote:
> >>Why not just calculate the modulus using the methods in NFPA 13 and then
> >>size your trapeze pipe accordingly.  Or, as George said, use the values
> >>for steel and just have some oversized trapeze bars.
> >>
> >> > Assuming CPVC weighs less than steel pipe, use values for 
> steel and you're
> >> > safe. If you're near a head, make sure you're protecting against upward
> >> > movement if needed.
> >> >
> >> > When we get into bar joist construction, we often switch to steel since
> >> > hanging issues often make it a better installation all around.
> >> >
> >> > glc
> >> >
> >> > -----Original Message-----
> >> > From: [email protected]
> >> > [mailto:[email protected]] On Behalf Of
> >> > [email protected]
> >> > Sent: Tuesday, August 04, 2009 9:03 AM
> >> > To: [email protected]
> >> > Subject: Re: trapeze hanger, PVC
> >> >
> >> > Greg,
> >> > If you are in a position to require trapeze hangers on 
> cpvc,maybe you need
> >> > to reconsider using steel pipe for stability and rigidity.Just 
> a thought.
> >> > ---- Greg McGahan <[email protected]> wrote:
> >> >> Have we ever discussed the use of trapeze hangers for cpvc piping?
> >> > Specifically, modulus requirements etc?
> >> >>
> >> >> Greg McGahan
> >> >> Operations Manager
> >> >>
> >> >> Living Water Fire Protection
> >> >> 1160 McKenzie Road
> >> >> P.O. Box 877
> >> >> Cantonment, Florida 32533
> >> >> (850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231
> >> >> [email protected]
> >> >>
> >> >>
> >> >> _______________________________________________
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> >>
> >>--
> >>
> >>
> >>_______________________________________________
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> >
> > Todd G. Williams, PE
> > Fire Protection Design/Consulting
> > Stonington, Connecticut
> > www.fpdc.com
> > 860.535.2080
> > _______________________________________________
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>
>
>
>--
>Ron Greenman
>Instructor
>Fire Protection Engineering
>Bates Technical College
>Tacoma, WA
>
>Member:
>SFPE, ASCET, NFPA, AFSA, NFSA AFAA
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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
www.fpdc.com
860.535.2080  
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