What we do in SD is even more challenging, in that they want more than
the minimum standard of performance but not too much more.   We don't
just design for the minimum - it's 115 PSI here - but we have a maximum
of 125 PSI on the back side of that equation.   So we use reducing
valves up to the level of churn exceeding 175 PSI and then restricting
valves after that, all the way to the roof.   Valves are set at 115-125.
Another local requirement is that all valves have to be field-adjustable
type and the local FD trains firefighters on how to adjust and best use
the valves.   Between the engineer pumping the FDC, the building fire
pump and the adjustable valves, SDFD's finest can get a wide range of
residual pressure at flows from 150-300 GPM.   It's not the cheapest or
simplest design, but it makes them very, very happy.

Steve Leyton
Protection Design & Consulting
San Diego, CA




-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Jerry
Costello
Sent: Wednesday, August 12, 2009 2:27 PM
To: [email protected]
Subject: RE: High Rise Standpipes

 Thanks Steve, I just hope the valve mfgers are working on a redesign
taking into account this 125 psi as well as possibly the 300 flow
requirement and reduce the differential. Seems crazy to put PRVs on the
roof...


Jerry M Costello set
Advance Fire Protection
Ph 714-526-2231  Fax 562-691-5482

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Steve
Leyton
Sent: Wednesday, August 12, 2009 2:04 PM
To: [email protected]
Subject: RE: High Rise Standpipes

That's not my preferred method and NFPA 14 requires that if you do that
- it is permissible - that you configure a manifold of at least two
PRV's arranged so that the failure of one can be bypassed.
Additionally, since they have minimum functional flow rates, you will
have to put two more PRV's of a smaller diameter on the header, so
account for the much lower flow rate of a single sprinkler or two or
three.   I personally prefer the "point of connection" valves because if
one should start acting up or fail entirely, a firefighter can simply
shut it down and get water from one level above or below the fire floor.
Master PRV's have a global impact on the entire standpipe or zone.

 

I should add:

 

The foregoing is my opinion only and does not necessarily represent the
opinion or intent of the NFPA 14 Technical Committee on Standpipe and
Hose Systems.

 

Steve Leyton

Protection Design & Consulting

San Diego, CA

 

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Jerry
Costello
Sent: Wednesday, August 12, 2009 1:58 PM
To: [email protected]
Subject: RE: High Rise Standpipes

 

Thanks again Steve, I have looked at a lot of valve curves recently and

I agree that there are differences especially between factory set and

field adj.type. Unfortunately we cannot use factory set in LA City

anymore and none of the field adjustable that I have reviewed allow for

the switch to standard valves, because of the pressure differential

problem previously described.

 Have you (or anyone) ever installed a 4" or 6" pressure regulating

valve such as the ClaVal 90G-21 vertically on your standpipe at the

point in height where churn pressure break in elv.reaches 175psi. My

thought is to use this larger pressure regulating valve to reduce

standpipe pressure to 165 where standard valves can be utilized the rest

of the way thru the roof. This should greatly reduce the needed pump

pressure required keeping pressure down to 300 psi or below.

 

 

Jerry M Costello set

Advance Fire Protection

Ph 714-526-2231  Fax 562-691-5482

 

-----Original Message-----

From: [email protected]

[mailto:[email protected]] On Behalf Of Steve

Leyton

Sent: Wednesday, August 12, 2009 1:27 PM

To: [email protected]

Subject: RE: High Rise Standpipes

 

I'm not sure what make/model of valve you're considering, but there are

a few out there with as little as 50 PSI differential.   Check out the

Wilkins ZW 4000 series; it's a "factory set" type valve (not field

adjustable), but you can change out the restrictors in the field which

makes them pretty flexible to commission.   If you need field-adjustable

type, go with the Z 3000 series.   

 

I think the Elkhart URFA valves - which are hyper-trick and very compact

and can be adjusted both flowing and closed - are a supremely good

product, but they do have a very high differential.   Don't judge all

reducing hose valves by the curves of just one or two.

 

Steve Leyton

Protection Design & Consulting

San Diego, CA

 

 

 

 

-----Original Message-----

From: [email protected]

[mailto:[email protected]] On Behalf Of Jerry

Costello

Sent: Wednesday, August 12, 2009 8:47 AM

To: [email protected]

Subject: RE: High Rise Standpipes

 

Thanks Steve I really appreciate your input but I still do not follow ,

the Potter Roemer restricting valves are only listed for 175 psi inlet.

As I see it I still have the same issue of having a needed residual 230

p...@300gall to get 1...@300 (or 250 depending on city) out when using the

regulating valve (non-reg valves not allowed in LA). In a standard 12'

floor elevation change +5psi loss you cannot get from a regulating to

restricting in one floor because of the 175 listing on the restricting

valve. Note I need more than 175 psi up thru approx 4 floors.

 

 

Jerry M Costello set

Advance Fire Protection

Ph 714-526-2231  Fax 562-691-5482

 

-----Original Message-----

From: [email protected]

[mailto:[email protected]] On Behalf Of Steve

Leyton

Sent: Wednesday, August 12, 2009 7:41 AM

To: [email protected]

Subject: RE: High Rise Standpipes

 

Jerry:

 

There is invariably a break where the static (churn) pressure drops

below 175 in the standpipes, but above which you may still want pressure

regulation.   This is exactly how we do it in Lo-Cal and you want to

look into a pressure RESTRICTING hose valve.    They are much less

expensive than reducing valves, and very simple to adjust in the field.

Check out the Potter-Roemer catalog.

 

Steve Leyton

Protection Design & Consulting

San Diego, CA

 

 

 

 

-----Original Message-----

From: [email protected]

[mailto:[email protected]] On Behalf Of Jerry

Costello

Sent: Wednesday, August 12, 2009 7:33 AM

To: [email protected]

Subject: High Rise Standpipes

 

We are beginning to see more and more authorities require the class 1

outlets to supply 125 at 500 at roof and in the city of LA 125 psi at

300 gpm at all class 1 outlets. I seem to be finding that once you reach

a building height sufficient to require sprk/hose regulating valves then

they need to be installed all the way thru the roof. This because the

adjustment of the valves for the 125 psi setting does not allow you to

switch back to standard non regulating valves once you get to needed

elevation as you could in the past. Since the settings for the

adjustable valves require approx 230 psi/residual in to get 125psi

residual out, we are seeing what seems to me a pump sized much larger

than should be required. I have thought of installing pressure

regulating valves on the main vertical standpipes at a certain height,

but not sure this is good practice. Any thoughts? Are mfg companies

addressing this issue on a possible redesign?

 

Thanks for your time

 

 

Jerry M Costello set

Advance Fire Protection

Ph 714-526-2231  Fax 562-691-5482

 

 

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