I would make all 500' of the FDC supply pipe 4" John because that is the
riser size based on the calculated system demand.
I would put the check as close as possible to the manifold though so things
don't get slammed around when the heros hit that Storz with their pump.

Brad
.
On Feb 14, 2017 3:14 PM, "John Paulsen" <[email protected]> wrote:

> Brad:
>
>
>
> No, Evelyn did right by ya, but that section is what is causing my
> conflict. The largest riser is 4”, so the FDC line should also be 4”. But
> the point of the water flow test is less than 100’ feet away from the riser
> vs the FDC which over 500’ away. The added friction loss from the front of
> the store is causing the problem. Guess I increase to 6” huh….
>
>
>
> John P
>
> Crown FSD
>
> *From:* Sprinklerforum [mailto:[email protected].
> org] *On Behalf Of *Brad Casterline
> *Sent:* Tuesday, February 14, 2017 3:56 PM
> *To:* [email protected]
> *Subject:* Re: Yard FDC Supply Line
>
>
>
> John,
>
> Look at 13 (2013) A.8.17.2.3
>
> That should do it, right?
> Or is the Evelyn Wood adult ed speed reading course I took years ago
> messing me up here?
>
> Brad
>
> On Feb 14, 2017 2:32 PM, "John Paulsen" <[email protected]> wrote:
>
> Afternoon all!
>
>
>
> I am trying to respond to a project engineers review letter questioning
> the size of the supply line for the FDC connection.
>
>
>
>                 First, the facts:
>
>
>
>                                 Hazard –              Big Box Grocery
> Store
>
>                                 Systems -            3 Wet Grid systems
> fed by 2, 3” risers and a 4” riser for the stock room area which is .39 for
> 2,000 and is the  greatest demand.
>
>                                 FDC -                     5” Stortz yard
> connection in the parking lot in front of the store. The risers are located
> in the rear. The site contractor has run 6” ductile
>
> From the FDC to a spigot piece at the front of the building and we are
> proposing to connect to the spigot piece and run 4” through the store to
> the riser manifold.
>
>                                 Fire
>
> Department -    I contact the local FD and obtained their standard
> response pumper pressures – 150 PSI / 1,500 GPM
>
>
>
> I have reviewed NFPA-13 8.17.2 and I am trying to determine the proper
> procedure for calculating the FDC line size. I can configure the source of
> supply as the FDC with the pumper output as the supply curve, remove the
> municipal water supply and the results show that this meets the demand for
> 2 of the 3 systems. The greatest demand system (the Stock Room) is 13 PSI
> over the curve for the FDC supply.
>
>
>
> I have always sized the FDC Connection as 4” or the size of the largest
> riser pipe and as a “supplemental supply” to be used in conjunction with
> the city water supply, not an alternative source independent of the
> municipal supply. The only thing that I can find that would seem to support
> the Engineer’s position is 8.17.2.4.7.2 which calls for a sign at the FDC
> telling the responders the required inlet pressure (above 150 PSI) required
> to meet the greatest demand. There is nothing in 8.17.2.3 that says the
> size is determined by the greatest system demand.
>
>
>
> The way I am seeing this right now, I have two choices:
>
>
>
> 1.)    Increase the interior 4” to 6” as the engineer wants.
>
> OR
>
> 2.)    Have a sign installed on the FDC asking for 175 PSI inlet pressure
> (After getting AHJ blessing of course) and hope the engineer will accept
> it.
>
>
>
> Now I ask for other opinions from my learned colleagues.
>
>
>
> Thanks,
>
>
>
> John Paulsen – SET
>
> Crown Fire System Design
>
> 6282 Seeds Rd.
>
> Grove City, OH 43123
>
> P – 614-782-2438 <(614)%20782-2438>
>
> F – 614-782-2374 <(614)%20782-2374>
>
> C – 614-348-8206 <(614)%20348-8206>
>
>
>
>
>
>
>
>
>
>
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