Yes, yes we are on the same page just adding food for thought.  No doubt
this is an operations issue.  To bad many first line chiefs and above are
closer to the end of their career than in a place to stick around and make
true cultural change.  There are exceptions of course.  But these people
can't possible fix everything.  And it's even tougher when the
administrative level forgets what fightin' fyer, savin' lives, in my best NY
accent, is all about and breaks the spirit of these change agents in the
middle.  

Chris Cahill, P.E.
Fire Protection Engineer
Sentry Fire Protection, Inc.
 
763-658-4483
763-658-4921 fax
 
Email: [email protected]
 
Mail: P.O. Box 69
        Waverly, MN 55390
 
Location: 4439 Hwy 12 SW
              Waverly, MN 55390

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Steve Leyton
Sent: Thursday, August 13, 2009 12:41 PM
To: [email protected]
Subject: RE: High Rise Standpipes

I don't disagree with you however ...

The fact that the FD may "... need to be up to speed" or that that they
might change equipment without consideration for the "as-built
environment" in their area(s) of response isn't industry's fault.   I
can certainly help a fire official who isn't a standpipe expert acquire
the information we need to make a cogent and well-informed decision on
design, but if they don't know or aren't sure then it's time to reel in
a BC or better yet a DC.   One who's high enough on the food chain to
initiate a culture change or otherwise make this a teachable episode
wherein that particular FD raises its consciousness regarding how to
deal with this issue in the future.   It's not just an industry/FPO
partnership, it's a prevention/suppression partnership that needs to be
established.

Steve Leyton
Protection Design & Consulting
San Diego, CA




-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Chris
Cahill
Sent: Thursday, August 13, 2009 10:32 AM
To: [email protected]
Subject: RE: High Rise Standpipes

"Keep in mind that nozzles will make decent patterns and less than rated
pressures, but at lower-than-rated flows."

And that is dangerous to a FF.  It looks normal but isn't.  FF can get
into
problems because it look like a big appropriate gun but isn't.

"importance of partnering up with your serving FD before finalizing a
standpipe design."

True but they need to be up to speed and most are not.  And you have a
problem with and adopted law of NFPA 14 in many cases.  14 should really
be
sent back to a guide not a standard.  

"You have to know what they're bringing to the party before you
just assume a particular discharge pressure at Class I outlets."

Which is fine for today but the FD's are constantly changing and 6
months to
years later what you designed for no longer exists.  Now in the few that
do
know what they are talking about in standpipes would consider this
before
making changes.  As you note in the SF case.  Most will figure it out
when
they burn some out they shouldn't have.  Thank God any new construction
with
standpipes are all sprinklered.  Sprinklers cover nearly all mistakes by
FF's. 

Some day, and maybe it already happened, FF's are going to be very
surprised
in the unsprinklered standpipe fight where they didn't understand they
themselves screwed it up by bringing the wrong tools to the fight.  

Chris Cahill, P.E.
Fire Protection Engineer
Sentry Fire Protection, Inc.
 
763-658-4483
763-658-4921 fax
 
Email: [email protected]
 
Mail: P.O. Box 69
        Waverly, MN 55390
 
Location: 4439 Hwy 12 SW
              Waverly, MN 55390
-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Steve
Leyton
Sent: Thursday, August 13, 2009 12:17 PM
To: [email protected]
Subject: RE: High Rise Standpipes

Keep in mind that nozzles will make decent patterns and less than rated
pressures, but at lower-than-rated flows.   And the trend in the nozzle
biz is to offer tips that have selectable flows AND pressures, so that
firefighters are better equipped for any eventuality.   But yes, in many
cases it's not as simple as most people think and this is why I am
constantly harping in seminars and correspondence about the importance
of partnering up with your serving FD before finalizing a standpipe
design.   You have to know what they're bringing to the party before you
just assume a particular discharge pressure at Class I outlets.

City of San Francisco recognized that they have standpipes that range
from brand new to over 100 years old, so they now carry three sets of
tips to allow for pressures down to 45 and up to 100 on automatic water
supplies, as well as straight streams for the old undersized risers they
still find in historic buildings.

Steve Leyton
Protection Design & Consulting
San Diego, CA




-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Jerry
Costello
Sent: Thursday, August 13, 2009 9:39 AM
To: [email protected]
Subject: RE: High Rise Standpipes

Bottom line I guess... when you are required to flow Min.300 gpm at
Min.125 psi from your floor hose valves, you are so far out on the valve
design graph there is no simple solution. 


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 Tom
Duross
Sent: Wednesday, August 12, 2009 4:48 PM
To: [email protected]
Subject: RE: High Rise Standpipes

I'm relieved they did that Steve as they really don't work that well.
They only list as 165, still bleed and continue to, and get worse
manifolded.  JP cycles bad.
Great on FCV's, saves a PRFDV and works wonderful, providing at least a
30 PSI diff.
Those Elk's are the best out there, Giacco's trying to keep up.
Carry at least 30' for them, 20' for a regular one.
Tom



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.

Steve Leyton


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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