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.
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