Sorry I'm late to the discussion - West Coast time and all that.

There are several issues at work here.  If you've ever heard me present
on standpipes or read anything I've written (if so, pity - you need a
hobby) you've heard my rap on fire-fighter safety and the concept of
performance basis for standpipe design.   So I immediately give a little
more benefit of the doubt to a fire official who wants higher-performing
standpipes.  But there are obviously mitigating circumstances and the
property owner has rights too.   It sounds to me like the fire official
has exceeded their authority, but it could still be possible to make a
compromise that sends everyone away slightly happy.

Certain assumptions: The building hasn't changed use and occupancy since
the original design was approved.  The Class II system was required by
code.  There is no way to get more than 30hp within safety factor off
the house electrical system without expensive upgrade.

IFC 904.1 states that FP systems shall be maintained in accordance with
the standards that applied to the original installation of that system.
The fire official is exceeding his authority to require the upgrade
unless there has been a change of use.    A Class II requires 65psi
residual at up to 100gpm under current code.   Sounds like making that
isn't an issue, which begs the question of whether the 500gpm pump was
simply sized for sprinklers or if there was some other intent.   And the
gen set sounds like a red herring; is the power supply considered
unreliable?

Have you calculated the system for manual water supply?   What pressure
can they get at the top if they pump the FDC at 150?  175?  If it didn't
work, could a portion of the system that might be 4" be retro'd with 6"
(still a pain but cheaper than the pump drama)?    What kind of hose
pack and nozzle does the FD use on attack and what residual do they
actually need at the tip?   Seems to me that if you are replacing the
pump, you might be able to tailor a compromise curve by going with the
narrowest impeller possible, fewest # of vanes that will still make
500gpm, steeper cut, bigger eye.   Get that pump to shut off at 139% if
possible to get the highest range of residual you can at less than rated
flow.   100psi at 250 will get the fire official half way there, so to
speak.   Get with the pump rep and hammer on them to get you the best
performance they can that doesn't blow the electrical panel calc's.

Seems like there are some options that might move the FO off of their
ledge, but if not I think that due process would support your client.
There's always the route of appealing through whatever board or
department is set up for such a process: city manager, building dept.
appeals board, etc.   I doubt that the FPO is supported by the code in
this ruling.

My opinion only,
Steve Leyton




-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of 321
Sent: Tuesday, November 15, 2011 6:40 AM
To: [email protected]
Subject: Re: NFPA 14 65 to 100 psi Pressure

That's exactly the way we see it...these municipalities and local
governments 
are so desperate to generate additional revenue stream in the form of
fines that 
they are becoming zealots on a witch hunt...with no regard as to the
economic 
ramifications of their actions.

 John W. Farabee





________________________________
From: Justin Reid <[email protected]>
To: [email protected]
Sent: Tue, November 15, 2011 8:58:10 AM
Subject: Re: NFPA 14 65 to 100 psi Pressure

Sounds like an unfair situation. If the comments come back the same, I
would ask the owner to attend the next meeting and to elevate it past
the
reviewer. Obviously their building does not have the infrastructure to
even
accommodate the reviewers request which is onerous. The reviewer is
asking
for a major project when all you are doing is repairing an existing
component of an existing system.

Good luck!

Justin Reid

On Tue, Nov 15, 2011 at 8:52 AM, 321 <[email protected]> wrote:

> Not in a rural area...Major SE Florida Metropolitan City.
>
>  John W. Farabee
>
>
>
>
>
> ________________________________
> From: Andy <[email protected]>
> To: [email protected]
> Sent: Tue, November 15, 2011 8:37:54 AM
> Subject: RE: NFPA 14 65 to 100 psi Pressure
>
> Are you in a rural area were the he may be concerned about his fire
truck
> providing adequate pressure to work his new hose nozzles that want a
100
> PSI.
>
> Thank you,
> Andy
>
> Andy Johnston | Master Craft Plumbing and Fire Protection
>
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of 321
> Sent: Tuesday, November 15, 2011 8:23 AM
> To: [email protected]
> Subject: Re: NFPA 14 65 to 100 psi Pressure
>
> Yes...code required Class II & Sprinkler 30 years ago when building
was
> built.
> Original pump is 500 GPM (locked up...and scrap) limited service 30
> Horsepower.
> AHJ first required controller jump to internal auto transformer then
came
> back
> with this 100 psi deal. Customers electric service and emergency gen
set
> won't
> handle the load.
>
> AHJ is saying he wants pump and standpipe now to comply with current
100
> psi
>
> requirements...so I said ...ok...in that case he only needs a pump if
his
> sprinkler demand on the 5th floor requires it. AHJ is now delaying
approval
> of
> change out while he tries to manufacture a counter to our last
submittal
> ....he
> has had it for 15 days now and seems to be stumped. BTW...5th floor
calcs
> need
> the 500 gpm at 65 + city to work as piped. Best all around deal is to
R & R
> existing pump/controler....owner has 3: identical buildings like this
all
> built
> at the same time ...so we are trying to get the deal right the first
time
> with
> the city.
>
> John W. Farabee
>
>
>
>
>
> ________________________________
> From: Ron Greenman <[email protected]>
> To: [email protected]
> Sent: Mon, November 14, 2011 11:01:05 PM
> Subject: Re: NFPA 14 65 to 100 psi Pressure
>
> So why a pump to begin with? Class II pipe?
>
> On Mon, Nov 14, 2011 at 7:29 PM, 321 <[email protected]> wrote:
>
> > In a related matter...anyone had an AHJ require upgrade to 100 psi
from
> 65
> > psi
> > when replacing a bad Fire Pump ? I have one I am fighting now in an
> > existing
> > fully sprinkled building less than 75' in Florida. The AHJ says it
must
> be
> > upgraded in the change out to provide 100 psi. The Florida uniform
> > building code
> > says that a Fully Sprinkled building under 75' need have only a
> manual-wet
> > standpipe.
> >
> > Any thoughts on this?
> >
> >  John W. Farabee
> >
> >
> >
> >
> >
> > ________________________________
> > From: Justin Reid <[email protected]>
> > To: [email protected]
> > Sent: Mon, November 14, 2011 3:25:25 PM
> > Subject: Re: NFPA 14 65 to 100 psi Pressure
> >
> > Thanks for the quick response!
> >
> > Justin Reid
> >
> > On Mon, Nov 14, 2011 at 3:20 PM, Steve Leyton <
> [email protected]
> > >wrote:
> >
> > > 1993
> > >
> > >
> > > Steve Leyton
> > >
> > >
> > >
> > >
> > > -----Original Message-----
> > > From: [email protected]
> > > [mailto:[email protected]] On Behalf Of
Justin
> > > Reid
> > > Sent: Monday, November 14, 2011 12:20 PM
> > > To: [email protected]
> > > Subject: NFPA 14 65 to 100 psi Pressure
> > >
> > > Does anyone recall off the top of their heads which edition of
NFPA 14
> > > the
> > > pressure requirements for 2 1/2 inch hose outlets went from 65 psi
to
> > > 100
> > > psi?
> > >
> > > Thanks,
> > >
> > > Justin Reid
> > > -------------- next part --------------
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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
>
> They are happy men whose natures sort with their vocations. -Francis
Bacon,
> essayist, philosopher, and statesman (1561-1626)
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