Agreed Rod.

Yes, the 5000’s seem to have made the relatively easy Elkhart even easier.  
Glad they got away from the 1 1/16” deep socket.  I do  fair amount of 5-year 
PRV’s and find about 50% needing adjustment so I can relate to FD frustration.  
Also a fair % that fail due to lack of annual flowing in addition to 5 year.  
They cannot be fixed either and be careful when opening them up, those springs 
are as big as a 1 ton truck.  I’ve cut a few down the middle just to see the 
corrosion.

 

I’ve been offering placards for FDC’s with required  flow and pressure to meet 
design demand but many FD’s want pumper pressure and really only pumper 
pressure.  It gets a little sticky for NH FDC’s when assuming lengths and 
quantities of discharge but I think it at least gives them a starting point.  
Some are pre-1999.

 

TD

 

 

From: Sprinklerforum <sprinklerforum-boun...@lists.firesprinkler.org> On Behalf 
Of Rod DiBona via Sprinklerforum
Sent: Thursday, January 02, 2020 1:19 PM
To: sprinklerforum@lists.firesprinkler.org
Cc: Rod DiBona <r...@rapidfireinc.com>; Travis Mack <tm...@mfpdesign.com>; Tom 
Wellen <tgwel...@gmail.com>; John Denhardt <jdenha...@stricklandfire.com>; 
Steve Leyton <st...@protectiondesign.com>
Subject: RE: SprinkCAD Standpipe Calculation Results on Installation Plans

 

Great information Steve. Glad it got shared to the forum even if by accident! 

 

 

Rod DiBona

Chief Operating Officer

Rapid Fire Protection, Inc

1530 Samco Road

Rapid City, SD 57702

Office-605-348-2342

Cell- 605-391-3553

www.rapidfireinc.com <http://www.rapidfireinc.com/>  

 



 

 

 

From: Sprinklerforum <sprinklerforum-boun...@lists.firesprinkler.org 
<mailto:sprinklerforum-boun...@lists.firesprinkler.org> > On Behalf Of Steve 
Leyton via Sprinklerforum
Sent: Thursday, January 2, 2020 11:12 AM
To: sprinklerforum@lists.firesprinkler.org 
<mailto:sprinklerforum@lists.firesprinkler.org> 
Cc: Steve Leyton <st...@protectiondesign.com 
<mailto:st...@protectiondesign.com> >; Travis Mack <tm...@mfpdesign.com 
<mailto:tm...@mfpdesign.com> >; John Denhardt <jdenha...@stricklandfire.com 
<mailto:jdenha...@stricklandfire.com> >; Tom Wellen <tgwel...@gmail.com 
<mailto:tgwel...@gmail.com> >
Subject: RE: SprinkCAD Standpipe Calculation Results on Installation Plans

 

PS:

I didn’t notice that this was going out to the forum – thought I was chatting 
with Tom, Travis and John.   The substance of the preceding email  is my 
opinion only.

 

Steve

  

From: Steve Leyton 
Sent: Thursday, January 02, 2020 10:10 AM
To: 'sprinklerforum@lists.firesprinkler.org'
Cc: John Denhardt; Travis Mack; Tom Wellen
Subject: RE: SprinkCAD Standpipe Calculation Results on Installation Plans

 

I recently attended HROC (High Rise Operations Conference) in Pensacola on the 
invitation of two NFPA 14 committee members who are active fire service.   It’s 
a fire service-only event and I was the only civilian in attendance – to say 
that I learned a lot is a great understatement as it was possibly the most 
informative professional event I’ve ever attended.  Also, I got an earful from 
firefighters, captains and chiefs who regularly use standpipes in mid- and 
high-rise buildings.

 

The information in that card is VERY important to the engineer on the first due 
pumper.  In fact, based on hearing about this from at least 8 or 9 different 
attendees at HROC, I’m going to introduce a committee input that would require 
that the inlet and outlet flow and pressure metrics be permanently labeled at 
each hose connection equipped with a pressure reducer.    (On a side note, 
there is so much energy AGAINST factory-set PRV hose valves, you can’t imagine. 
  Down to the last man and woman, firefighters want infinitely adjustable PRVs 
such as the Elkhart URFA and the new Zurn 5000 series.)     Placing the basis 
of design on the documents is the first step and it enables enforcing the 
placement of the required signage at the inlet(s) and this information can 
literally shorten time-to-water by as much as 6-7 minutes by allowing the 
engineer to start pumping much closer to the target at the tip, regardless of 
whether the system has PRVs or not.    

 

I also agree with JD that format isn’t critical.

 

SML

 

From: Sprinklerforum [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On 
Behalf Of John Denhardt via Sprinklerforum
Sent: Thursday, January 02, 2020 8:34 AM
To: sprinklerforum@lists.firesprinkler.org 
<mailto:sprinklerforum@lists.firesprinkler.org> 
Cc: John Denhardt; Travis Mack; Tom Wellen
Subject: RE: SprinkCAD Standpipe Calculation Results on Installation Plans

 

Agree.  We show the information NFPA 14 requires.  Format is not critical but 
the information must be shown. 

 

Thanks,

John

 

John August Denhardt, P.E.

Strickland Fire Protection Incorporated

4011 Penn Belt Place

Forestville, Maryland 20747-4737

301.474.1136 - Office

301.343.1457 - Mobile

 

From: Sprinklerforum <sprinklerforum-boun...@lists.firesprinkler.org 
<mailto:sprinklerforum-boun...@lists.firesprinkler.org> > On Behalf Of Travis 
Mack via Sprinklerforum
Sent: Thursday, January 2, 2020 11:31 AM
To: sprinklerforum@lists.firesprinkler.org 
<mailto:sprinklerforum@lists.firesprinkler.org> 
Cc: Travis Mack <tm...@mfpdesign.com <mailto:tm...@mfpdesign.com> >; Tom Wellen 
<tgwel...@gmail.com <mailto:tgwel...@gmail.com> >
Subject: Re: SprinkCAD Standpipe Calculation Results on Installation Plans

 

We always show that exact sign indicated in A6.8 on the plans. 

Travis Mack, CFPS, CWBSP, RME-G, SET

480-505-9271 x700

MFP Design, LLC

www.mfpdesign,com <http://www.mfpdesign,com> 

Send large files to MFP Design via:

https://www.hightail.com/u/MFPDesign

 

Sent from my iPhone

 

On Jan 2, 2020, at 9:25 AM, Tom Wellen via Sprinklerforum 
<sprinklerforum@lists.firesprinkler.org 
<mailto:sprinklerforum@lists.firesprinkler.org> > wrote:



I requested that standpipe design information from calculations be provided on 
the plans per 6.8 and Figure A.6.8 of NFPA 14.

 

The contractor indicated that SprinkCAD provide a standardized hydraulic 
result. That seems like a lame response. I'm sure another format or even text 
information could be provided rather than using NFPA 13's Hydraulic Calculation 
results for the design area.

 

What do you provide the required information from 6.8?

 

 

Tom Wellen

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