There's no requirement for a brace on every piece, even in seismic zones.
so the "safety of the installer" is a "best practices" argument, not a code
one. 25' feet of riser on the west coast requires a four way at the top,
just like wherever the ground doesn't move.


On Fri, Jun 13, 2014 at 1:31 PM, Brad Casterline <[email protected]>
wrote:

> I'm not sure how to answer that Ron. A co-worker was thinking if the max is
> 25', there could be a piece with no support. The off-forum person said each
> piece might be over-kill, but it is best for the safety of the installer.
>
> Brad
>
> -----Original Message-----
> From: rongreenman . [mailto:[email protected]]
> Sent: Friday, June 13, 2014 3:06 PM
> To: [email protected]
> Subject: Re: Support of tall risers
>
> What's your minimum Brad. When first posted I looked at the oldest handy 13
> I had (1985) and the only bracing reference was to seismic. How'd we get
> the ubiquitous four way at the top of all risers except as good practice
> from seismic applications? I'm open to suggestions of different
> derivations.
>
>
> On Fri, Jun 13, 2014 at 12:54 PM, Brad Casterline <[email protected]
> >
> wrote:
>
> > That's a great idea Ron, but for spec writing purposes it is probably
> best
> > to require as little as practical above the minimum, if at all ;)
> >
> > -----Original Message-----
> > From: rongreenman . [mailto:[email protected]]
> > Sent: Friday, June 13, 2014 2:34 PM
> > To: [email protected]
> > Subject: Re: Support of tall risers
> >
> > Why not just use EQ spacing and ignore the calculations. Apparently this
> is
> > just for stability.
> >
> >
> > On Fri, Jun 13, 2014 at 12:24 PM, Brad Casterline <
> [email protected]
> > >
> > wrote:
> >
> > > Thanks Jerry. We got some off-Forum feedback also and are convinced the
> > > best
> > > practice would be at least one support per piece, so are thinking max
> > > spacing should be 21'-0". The feedback was from a contractor who does
> > grain
> > > elevators with VERY tall risers and they use half-lengths with a
> support
> > on
> > > each piece!
> > >
> > > Brad
> > >
> > > -----Original Message-----
> > > From: Jeremy Frazier [mailto:[email protected]]
> > > Sent: Friday, June 13, 2014 2:01 PM
> > > To: [email protected]
> > > Subject: RE: Support of tall risers
> > >
> > > It depends,  If it is a multi-story builing you need one at every
> > alternate
> > > level, offset, bottom, top and no more than 25'-0" apart.   If it's not
> a
> > > multistory, just 1 hanger ring at the top of the riser within 24"
> > >
> > > -----Original Message-----
> > > From: Sprinklerforum [mailto:
> > > [email protected]]
> > > On Behalf Of Brad Casterline
> > > Sent: Friday, June 13, 2014 9:52 AM
> > > To: [email protected]
> > > Subject: Support of tall risers
> > >
> > > Where "seismic" is not required, and the riser is, say, 6" by 35 feet
> > tall,
> > > is there a requirement or rule of thumb for the vertical spacing for
> the
> > > support of it?
> > >
> > > A co-worker and I thank you in advance.
> > >
> > >
> > >
> > > Brad Casterline, NICET IV
> > >
> > > Fire Protection Division
> > >
> > >
> > >
> > > FSC, Inc.
> > >
> > > P: 913-722-3473
> > >
> > > [email protected]
> > >
> > > www.fsc-inc.com
> > >
> > >
> > >
> > > Engineering Solutions for the Built Environment
> > >
> > >
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> >
> > --
> > Ron Greenman
> > Instructor
> > Fire Protection Engineering Technology
> > Bates Technical College
> > 1101 So. Yakima Ave.
> > Tacoma, WA 98405
> >
> > [email protected]
> >
> > http://www.bates.ctc.edu/fireprotection/
> >
> > 253.680.7346
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> > Member:
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> Bacon,
> > essayist, philosopher, and statesman (1561-1626)
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>
> --
> Ron Greenman
> Instructor
> Fire Protection Engineering Technology
> Bates Technical College
> 1101 So. Yakima Ave.
> Tacoma, WA 98405
>
> [email protected]
>
> http://www.bates.ctc.edu/fireprotection/
>
> 253.680.7346
> 253.576.9700 (cell)
>
> Member:
> ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC
>
> They are happy men whose natures sort with their vocations. -Francis Bacon,
> essayist, philosopher, and statesman (1561-1626)
>
> A problem well stated is a problem half solved. -Charles F. Kettering,
> inventor and engineer (1876-1958)
> _______________________________________________
> Sprinklerforum mailing list
> [email protected]
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-- 
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

[email protected]

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their vocations. -Francis Bacon,
essayist, philosopher, and statesman (1561-1626)

A problem well stated is a problem half solved. -Charles F. Kettering,
inventor and engineer (1876-1958)
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