I've been traveling in Europe since this thread started, which is why I haven't 
chimed in yet.  Thank you for posting this Skyler, as it's mostly right and 
suggests what I think is the right path to partnering with the responding fire 
agency.

For the record, the pressure restrictors at Meridian Plaza performed perfectly 
comma and we're working exactly as they had been set and commissioned into 
service.  The problem was that they had been installed and adjusted for 
equipment that Philadelphia Fire Department was using at the time the building 
was certified for occupancy.  At that time they were using large diameter hose 
and a smooth bore tip that probably only required about 40-50 PSI to perform 
well.  The water supply problems they encountered on response or because the 
department the switched to different tactics and equipment in their standpipe 
kits, and firefighters were using small diameter hose and combination tips that 
required are bare minimum of 75 psi to make pattern. This and other buildings 
in the city were never revisited and updated to provide adequate pressure for 
that setup.

This underscores how critically important it is to correspond with the serving 
fire department to make absolutely sure of what pressure they need period many 
fire agency prevention vureaus don't even know what the operations side needs 
in specific terms common so sometimes it can be challenging.  But asking these 
questions on a new project may prompt certain fire departments to collaborate 
on the answer, which is a good thing for all the stakeholders.

Nationwide, fire departments are getting away from small diameter hose packs 
and selectable flow nozzles because of uncertainties about what pressure 
they're going to actually find on the cose connections if they ever need to 
connect and go.  I personally think that the right pressure is about 125 PSI 
minimum, but we have been running with the 100 psi for years now and the 
committee has determined that this is a good pressure, especially with the 
trend toward larger diameter attack lines and a return to smooth bore tips.  I 
don't know why a fire department would want to cap the pressure at 100 psi on a 
class one connection, as they can control that themselves at the valve during a 
firefight.  But it's worthy of discussion with them to be sure that the widest 
possible range of adequate but still safe pressure is available to them on 
demand.

My opinion only, still on vacation and possibly under the influence of a little 
too much wine.


Steve Leyton

(Sent from my smartphone; please excuse typos and voice-to-text corruptions.)



-------- Original message --------
From: Skyler Bilbo <sbi...@wenteplumbing.com>
Date: 11/3/23 2:49 PM (GMT+01:00)
To: Discussion list on issues relating to automatic fire sprinklers 
<sprinklerforum@lists.firesprinkler.org>
Subject: [Sprinklerforum] Re: [EXTERNAL] Re: Pressure Regulating Valves 
Residual Pressures

I'm late to the party on this one, but along with talking to the local FD about 
how they want them set, please make sure and leave a clearly labeled wrench to 
adjust these on site, in case the FD does need to adjust them in an emergency.  
If you have never heard of the 1 Meridian Plaza fire, I encourage you to read 
about it.  3 fire fighters died and they did all kinds of things to try to get 
more water to fight the fire, which ended up being caused by incorrectly set 
pressure regulating valves.

<goog_2021496895>
https://www.firerescue1.com/firefighting-history/articles/one-meridian-plaza-3-firefighters-killed-during-unimaginable-blaze-vOsQ4mBwJMLDxiH4/

We set a wrench on top of the fire pump controller and label it with a sticker 
saying "wrench for adjusting pressure regulating valves DO NOT REMOVE FROM THIS 
LOCATION".  Even after saying do not remove, they sometimes grow legs and we 
replace it at our annual inspection.  It could save lives for $20.


Thanks,
Skyler Bilbo
[https://ci3.googleusercontent.com/mail-sig/AIorK4y8Hq3kJpcrMKcZPAe4JT4xB7a2Rf10HH9h91m15sYft0q0IkyUaWivqrU3_iQPJ9vznaW8t_4]
1700 S. Raney Street
Effingham, IL 62401
217-819-6404 Direct
217-347-7315 Fax

sbi...@wenteplumbing.com<mailto:sbi...@wenteplumbing.com>
www.wenteplumbing.com<http://www.wenteplumbing.com>


On Thu, Nov 2, 2023 at 8:01 AM Bob Caputo 
<bcap...@firesprinkler.org<mailto:bcap...@firesprinkler.org>> wrote:
Lets look at this from the practical application side of things.  The standpipe 
and its valves are there for the fire service, solely and only.  Every 
department has its own operational standards, due in part to the hose nozzles 
they choose.  Some want the hose valves at intermediate landings, some want 
them on the floor landing.  Some want 100 psi, while others want 125 psi at the 
hose valve (because there is about 29 psi appliance loss in 100 ft of hose) and 
they want 100 psi at the nozzle.

Here on earth, the pressure of elevation is the same for everyone:  0.433 psi 
per ft of elevation – that is unless you went to the University of Maryland, 
where its 0.434 psi per ft. 😉

Some departments want the FDC on the address side of the building, while others 
may want more than one FDC for a high rise that is built on an entire city 
block.  Getting back to the point…  NFPA 14 is a minimum standard for the 
design and installation of standpipes which will be used by the first 
responders – who should be the only one’s deciding the design criteria and the 
location of equipment to be used in fighting fires.

That’s my 2 cents – I hope that helps.

bc


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Bob Caputo, CFPS
President
American Fire Sprinkler Association
c:     760-908-7753
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214-349-5965 ext124
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Sprinkler Hydraulic Calculations Workshop

AFSA’s three-day, in-person workshop provides a deep dive into the principles 
of hydraulics, including the different types of pressure, calculating changes 
in pressure (elevation and friction loss), and node analysis. Click 
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From: Kyle.Montgomery 
<kmontgom...@aerofire.com<mailto:kmontgom...@aerofire.com>>
Sent: Wednesday, November 1, 2023 6:21 PM
To: Discussion list on issues relating to automatic fire sprinklers 
<sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>>
Subject: [Sprinklerforum] Re: [EXTERNAL] Re: Pressure Regulating Valves 
Residual Pressures

Well, they can’t have a minimum of 100 psi AND a maximum of 100 psi available 
at the hose valve. So, if they want to limit the residual pressure to a maximum 
of 100 psi, then they need to deviate from NFPA 14 and allow LESS THAN 100 psi 
as the minimum.

[Note: I suppose that maybe you could utilize a pilot-operated 
pressure-regulating valve at every hose valve location to keep the pressure 
right at 100 psi over a wide range of flow, but that would be unorthodox to say 
the least.]

Kyle Montgomery
 [cid:633b16486053563_0.1]
Aero Automatic Sprinkler Co.
21605 N. Central Ave.
Phoenix, AZ 85024
Direct: 623.580.7820
Cell: 602.763.4736
kmontgom...@aerofire.com<mailto:kmontgom...@aerofire.com>



From: Greg McGahan 
<g...@genesisfireservices.com<mailto:g...@genesisfireservices.com>>
Sent: Tuesday, October 31, 2023 9:16 AM
To: Discussion list on issues relating to automatic fire sprinklers 
<sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>>
Subject: [EXTERNAL] [Sprinklerforum] Re: Pressure Regulating Valves Residual 
Pressures

With all due respect Rick, I have had Fire Departments very concerned about the 
residual pressure being greater than 100 psi for safety. Sizing PRV's is not 
the easiest part of a standpipe design. If you are in a jurisdiction that 
requires

With all due respect Rick, I have had Fire Departments very concerned about the 
residual pressure being greater than 100 psi for safety.

Sizing PRV's is not the easiest part of a standpipe design. If you are in a 
jurisdiction that requires flow testing and recording the pressures prior to 
the final inspection (as it should be per NFPA 14), guessing could cost a lot 
of money to correct.

On Tue, Oct 31, 2023 at 10:49 AM Rick Matsuda 
<rick26...@gmail.com<mailto:rick26...@gmail.com>> wrote:
The requirements of NFPA-14 for the standpipe hose valves are maximum 175-psi 
static outlet pressure and minimum 100-psi residual outlet pressure while 
flowing 250-gpm through the hose valve.
If your pump source is from the city mains, then make it easy on yourself and 
select a PRV hose valve that will provide maximum 165-psi static outlet 
pressure.
This should allow you to use whatever residual inlet pressure while flowing the 
750-gpm total standpipe demand and still provide the minimum 100-psi residual 
outlet pressure.

I used the 165-psi static outlet pressure cause the pump inlet pressure may 
vary up/down which will vary the pump static outlet pressure which may raise 
the static outlet pressure over 175-psi.

If the pump source has a constant pressure like an elevated tank, then select a 
PRV that will provide a maximum 175-psi outlet pressure.

Just my opinion but if you select a PRV based on the maximum static outlet 
pressure then this should allow a bit more than the 100-psi minimum outlet 
pressure. Check the charts to verify this.
Don’t select a PRV based on providing just the minimum outlet pressure.
I think that the fire department will appreciate any extra pressure to offset 
the friction loss through their fire hoses.
Rick Matsuda

On Oct 31, 2023, at 7:24 AM, Eric Rieve 
<e...@rievefire.com<mailto:e...@rievefire.com>> wrote:

Micah,

Looking at the spec sheet from Zurn I agree with Travis that you use your 
expected residual pressure while flowing the full system demand of 750gpm. I 
haven’t installed this valve myself, but you’ll notice on the residual pressure 
charts that the bonnet type curve lines stop well below 175psi. So, while you 
may pick a 120psi outlet pressure while flowing 750gpm, the extra play in the 
curve should allow the valve to maintain an outlet pressure below 175psi when 
being tested individually at 250gpm.

Hope this helps!
Eric Rieve, SET
Rieve Fire Protection

From: Micah Davis <micah...@gmail.com<mailto:micah...@gmail.com>>
Sent: Tuesday, October 31, 2023 6:53 AM
To: SprinklerForum 
<sprinklerforum@lists.firesprinkler.org<mailto:sprinklerforum@lists.firesprinkler.org>>
Subject: [Sprinklerforum] Pressure Regulating Valves Residual Pressures

Good morning, Forum!  I hope everyone is having a great week!!

I think I got this right, but someone is questioning me.  I have an automatic 
standpipe with factory pressure-regulating valves (i.e., Zurn 4000).  When 
calculating residual pressures at the inlet of the PRV to be used in the sizing 
charts, the question is, how much water should I be flowing in the system?  One 
suggestion is only flowing 250 gpm at the hose valve you are sizing.  The other 
suggestion is flowing the system demand flow per NFPA 14.  In this case, that 
would be 750 gpm (250 gpm at each of the two most remote hose valves plus 250 
gpm at the top of the only other standpipe).  We are in agreement that the 
calculation should be a source calc to determine the actual pressure provided 
by the system.

Thank you,
Micah Davis
Ferguson Fire Design

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P- 850-637-8535
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