bracing.  i asked for bracing at endsand elbows of mains in the 12,000 sq.
ft. design area.  The bracing was
only to be lateral bracing within 6 ft of
these mentioned points.  If this request
is unreasonable and not-standard practice
for a head replacement, then I will CHANGE my
mind and the request.

I don't know if the sprinklers are different,
but I bet they are.  Outgoing sprinklers are from
1993 or so.  That was another of my requests:
that they provide the SIN for the sprinkler.

The sprinkler contractor is a well known
name.  so they know how they want to
play this game.  Design includes minor
density changes-- in some places up, in
some places down, mostly the same.
I am sure the area of coverage has changed,
unless military did 3,000 square ft design
areas back in the early 90's.   they apparently
were not E/Q bracing then.

scot deal
excelsior fire


On Fri, May 8, 2009 at 9:53 PM, Scott A. Futrell <[email protected]> wrote:

> Scot,
>
> I need more information about b.  the bracing request.
>
> However, on a. IF they are changing one sprinkler for one sprinkler, with
> the same density, k-factor, coverage and so on then I don't think all of
> that detail is necessary.  However, I completely agree and would say they
> need to show enough of the existing sprinkler system to verify that the
> changes are appropriate IF there is a reason to believe the original system
> wasn't correct or appropriate, or IF walls are being removed and it was a
> room design design before then they need to show piping, valve assembly,
> underground and so on and provide calculations.  IF they are changing the
> area of coverage, it isn't one-for-one replacement, they are changing
> k-factors, and so on then they need to show piping, valve assembly,
> underground and so and provide calculations.
>
> There are several different scenarios that would have to be addressed
> individually.
>
> Scott
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