Ken,

15 says go to 13 so yes it needs bracing if either.

On Mon, Apr 21, 2008 at 12:00 PM, [EMAIL PROTECTED]
<[EMAIL PROTECTED]> wrote:
> Craig,
>
>  Are you sure about the importance factor (Ip) being 1.0?  In most of the
> work I've seen regarding fire sprinkler systems that value is 1.5.
>
>  Also, what does the latest edition of NFPA-15 say?  I'm just jumping to the
> conclusion of course that it's a fixed waterspray system.
>
>  Interesting to be sure.
>  PARSLEY CONSULTING
>  Ken Wagoner, SET
>  760.745.6181 voice
>  760.745.0537 fax
>  [EMAIL PROTECTED] <mailto:[EMAIL PROTECTED]> e-mail
>  www.ParsleyConsulting.com <http://www.ParsleyConsulting.com> website
>
>
>
>  [EMAIL PROTECTED] wrote:
>
> > I have a tank farm with deluge sprinkler protection on the vessels,
> > steel pipe rack and supporting steel.  The debate that has arisen is
> > whether this type of arrangement really needs to be seismically braced.
> > The issue is that it is not a structure, and not occupied.  However the
> > materials within the tanks are flammable/combustible.
> > Now to what degree of seismic resistance the structural steel and tank
> > supports are designed to is unknown.
> > Is there an exemption for this type of installation?  Based on the
> > information provided by structural, the occupied buildings would be
> > braced, no question there.  But for exterior vessels, that is the
> > question.
> > Soil Site Class = D
> > Occ. Class. = I
> > Seis. Des. Cat. = D
> > Structure Ip = 1.0 but might be argued to be 1.25 (Occ. Class II)
> >
> > Craig L. Prahl, CET   Fire Protection Group
> > Mechanical Department
> > CH2MHILL
> > Lockwood Greene
> > 1500 International Drive
> > PO Box 491, Spartanburg, SC  29304-0491
> > Direct - 864.599.4102
> > Fax - 864.599.8439
> > [EMAIL PROTECTED]
> > http://www.ch2m.com
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-- 
Ron Greenman
at home....
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