RE: Diesel fuel tank capacities

2010-12-08 Thread George Church
Prolly because with weekly test runs, the fuel gets used up, and then it may or 
may not be topped off at ideal intervals.
Sure would be bad to have a big tank o water and a big diesel ready to pump 
water into a million dollar sprinkler system, and it runs 15 minutes and stops 
for no fuel. Bet its happened and cost folks millions of dollars. 

George Church'
Rowe Sprinkler
g...@rowesprinkler.com
570-837-7647

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Wednesday, December 08, 2010 11:46 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Diesel fuel tank capacities

It's not, just a rule of thumb that works well enough. To answer your original 
question of why that number though I can't say. You can be down to 3/4 of a 
tank but that still leaves 6 hours by the formula.
Considering automatic supplies in the rule perhaps? Why not an exception for a 
stored water only source then? Assuming going to half or less a tank between 
refills? That certainly happens. Enquiring minds want to know.

On Wed, Dec 8, 2010 at 7:28 AM, Fairchild, Jack jfairch...@ballinger-ae.com 
wrote:
 Yup, according to the appendix that equates to 8 hours.  Never knew 
 fuel burn was a linear relation to horsepower.  :)

 Jack Fairchild


 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of isam 
 hboubate
 Sent: Wednesday, December 08, 2010 10:14 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: Diesel fuel tank capacities

 Hi Jack,
 As per NFPA 20
 8-4.3* Fuel Tank Capacity.
 Fuel supply tank(s) shall have a capacity at least equal to 1 gal per 
 horsepower
 (5.07 L/kW), plus 5 percent volume for expansion and 5 percent volume for 
 sump.
 Larger-capacity tanks could be required and shall be determined by 
 prevailing conditions, such as refill cycle and fuel heating due to 
 recirculation, and shall be subject to special conditions in each 
 case. The fuel supply tank and fuel shall be reserved exclusively for the 
 fire pump diesel engine.

 regards
 Issam



 
 From: Fairchild, Jack jfairch...@ballinger-ae.com
 To: sprinklerforum@firesprinkler.org 
 sprinklerforum@firesprinkler.org
 Sent: Wed, December 8, 2010 6:31:43 PM
 Subject: Diesel fuel tank capacities

 Does anyone know why the fuel supply capacity for diesel fire pumps 
 and emergency generators is 8 hours, when the maximum water supply 
 duration I can find is 150 minutes?  Is this because fuel tanks not kept full?

 Jack Fairchild
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--
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
AFSA, SFPE, ASCET, NFPA, NFSA, AFAA, ASEE, NIBS, WSAFM, WFC

They are happy men whose natures sort with their vocations. -Francis Bacon, 
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RE: NICET III

2010-12-08 Thread George Church
Regardless of how any of you feel, I can tell you that the change to the new 
format is considered by the group of industry veterans consulted to be a very 
good thing. We'd spent a lot of time re-thinking what each level means in 
today's world, since the existing metrics haven't been changed since started in 
1980, based obviously on the industry of the 1970's. Off the top of my head, I 
think we started on this back in 2006, might have been 05- life's been a blur. 
We all got to know how to get to 1420 King St.

The question writing sessions that all of you are invited to participate in 
have resulted in many more good questions to replace some of the why am I 
being tested on this questions, but I will warn that a strong working 
knowledge of the fundementals- without use of a pc- are still considered a 
requirement. You must know the relationships between variables and what results 
happen when you change a variables. 

Hey- we had to do it by hand, so now you young'uns still do.  And by knowing 
how those formulas work, you should be able to stand in a bldg. without a 
laptop and calculate approx. pressure needed to produce a density, whether its 
feasible from looking at a supply, or you're just a GI-GO data inputer, not a 
sprinklerperson.

But NICET didn't just elect to make changes without industry input to mess with 
ya. When you're in the Certification business, there are steps you have to 
take, T's to cross, I's to dot, and IP to protect. Otherwise its all worthless.

George Church'
Rowe Sprinkler
g...@rowesprinkler.com
570-837-7647

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Wednesday, December 08, 2010 5:07 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: NICET III

I talked with the folks at NICET and all applications for any Element Based 
Testing have to be in no later than June of 2011.

Brian Harris
FDFP Inc.
 
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Greg McGahan
Sent: Wednesday, December 08, 2010 4:58 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: NICET III

What does that do to those of us who only lack one element to pass IV?
Thanks,
Greg

On 12/8/2010 2:23 PM, Art Tiroly wrote:
 Soon the element testing program will not be available. The new test 
 is comprehensive pass fail system. Check the NICET website for 
 availability - coming soon.


 Arthur Tiroly
 ATCO Fire Protection Design
 Tiroly and Associates
 216-621-8899
 216-570-7030 Cell
 WWW.ATCOfirepro.com

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Travis
Mack,
 SET
 Sent: Wednesday, December 08, 2010 3:20 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: NICET III

 I believe that you need basic hydraulics for III, but you don't need 
 to
pass
 Advanced Hyd for III.  You just need that for IV.

 It has been many years since I completed my IV, so I don't recall 
 exactly where the breaks are.

 On 12/8/2010 1:19 PM, Brian Harris wrote:
 Am I off my rocker or is it possible to reach NICET III without 
 having to take Advanced Hydraulics or Hydraulic Design Area?



 Brian Harris

 First Defense Fire Protection

 11957 Ramah Church Road

 Huntersville, NC 28078

 Phone: 704.948.3506

 Fax: 704.948.3507

 Nicet # 128476







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Greg C. McGahan Living Water Fire Protection, LLC. 1160 McKenzie Road 
Cantonment, FL 32533 850-937-1850 Fax 850-937-1852 
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RE: High Rise Office Jockey pump

2010-12-07 Thread George Church
Quickly.

George Church'
Rowe Sprinkler
g...@rowesprinkler.com
570-837-7647

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Mark.Phelps
Sent: Tuesday, December 07, 2010 8:42 AM
To: 'sprinklerforum@firesprinkler.org'
Subject: Re: High Rise Office Jockey pump

How do you fill the systems without a JP?

- Original Message -
From: sprinklerforum-boun...@firesprinkler.org 
sprinklerforum-boun...@firesprinkler.org
To: sprinklerforum@firesprinkler.org sprinklerforum@firesprinkler.org
Sent: Tue Dec 07 07:22:41 2010
Subject: RE: High Rise Office Jockey pump

Yes Ron I understand that the leakage is related to UG.  That's why I'm asking 
how a JP applies to an aboveground (in the building) system.

Craig L. Prahl, CET   
Fire Protection 
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Monday, December 06, 2010 5:53 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: High Rise Office Jockey pump

Craig,

Look in 2010 20/4.25 for perhaps a better explanation. That business
about allowable leakage applies to UG piping. There's a .normal drops
in pressure.. clause in that sentence also and that refers to
fluctuations for any reason.

On Mon, Dec 6, 2010 at 2:22 PM,  craig.pr...@ch2m.com wrote:
 NFPA 20 2007, A.5.14.4 (1) A jockey pump is USUALLY required with 
 automatically controlled pumps.

 So based on that statement what would be an example where a JP would USUALLY 
 not be required?

 A.5.24 Pressure maintenance (jockey or make-up) pumps should be used where 
 it is desirable to maintain a uniform or relatively high pressure on the fire 
 protection system. A jockey pump should be sized to make up the allowable 
 leakage rate within 10 minutes or 1 gpm (3.8 L/min), whichever is larger.

 But I should have no leakage, So...?

 5.24.1 Pressure maintenance pumps shall have rated capacities not less than 
 any normal leakage rate.

 My leakage rate should be zero?




 Craig L. Prahl, CET
 Fire Protection
 CH2MHILL
 Lockwood Greene
 1500 International Drive
 Spartanburg, SC  29304-0491
 Direct - 864.599.4102
 Fax - 864.599.8439
 CH2MHILL Extension  74102
 craig.pr...@ch2m.com



 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jack Carlson
 Sent: Monday, December 06, 2010 5:08 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: High Rise Office Jockey pump


 I seem to recall being told that a JP was required to keep the main pump from 
 cycling on and off due to minor pressure fluctuations.


 Jack W. Carlson, SET
 Triple A Fire Protection, Inc.
 Cell - 706.247.5050

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 craig.pr...@ch2m.com
 Sent: Monday, December 06, 2010 4:52 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: High Rise Office Jockey pump

 The question is what is the purpose of a JP in this application?

 Craig L. Prahl, CET
 Fire Protection
 CH2MHILL
 Lockwood Greene
 1500 International Drive
 Spartanburg, SC  29304-0491
 Direct - 864.599.4102
 Fax - 864.599.8439
 CH2MHILL Extension  74102
 craig.pr...@ch2m.com



 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
 Sent: Monday, December 06, 2010 4:50 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: High Rise Office Jockey pump

 So is the question this:

 The building needs a fire pump to meet hose emends at the roof.

 or:

 To meet hose demand at the roof the municipal pump kicks in.

 On Mon, Dec 6, 2010 at 1:42 PM,  craig.pr...@ch2m.com wrote:
 It's supplied off a pump supplemented private fire main.

 Craig L. Prahl, CET
 Fire Protection
 CH2MHILL
 Lockwood Greene
 1500 International Drive
 Spartanburg, SC  29304-0491
 Direct - 864.599.4102
 Fax - 864.599.8439
 CH2MHILL Extension  74102
 craig.pr...@ch2m.com



 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ronl.Fletcher
 Sent: Monday, December 06, 2010 4:39 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: High Rise Office Jockey pump

 The artificially high pressure created by the jockey pump is usually 
 necessary to prevent the main pump from starting because of fluctuations in 
 the city pressure. If you have a very flat city curve it may be difficult to 
 get a enough of a pressure drop from opening a hose valve to start the main 
 pump.

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ

 -Original Message-
 From

RE: High Rise Office Jockey pump

2010-12-07 Thread George Church
Wouldn't you start it on pressure drop?
I apologize but I'm fried and not looking in code for this. 

I can tell you it is permissible to start a pump from a detection system since 
we install systems where that's SOP. 
On a deluge valve you can have a remote start off the pressure switch, so I 
don't know why you couldn't start it from a WFS (or dry system PS). I can only 
imagine the pressure drop method is more reliable? Anyone on #20 or FGOL Tom?

George Church'
Rowe Sprinkler
g...@rowesprinkler.com
570-837-7647

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matt Grise
Sent: Tuesday, December 07, 2010 8:55 AM
To: 'sprinklerforum@firesprinkler.org'
Subject: RE: High Rise Office Jockey pump

Is it acceptable to trigger a fire pump from a flow switch if there is not 
jockey pump?

Matt Grisé PE*, LEED AP
Sales Engineer
Alliance Fire Protection
*Licensed in KS  MO 

913.888.0647 ph
913.888.0618 f
913.927.0222 cell
www. AFPsprink.com 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Frans Stoop
Sent: Tuesday, December 07, 2010 7:51 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: High Rise Office Jockey pump

Craig,

you are right. If your system doesn't leak at all you don't need a jockeypump.
Unfortunately all sprinkler systems in the real world do leak.
Most of the times so little that the moist evaporates before it drips.
I know of systems where the jockeypump starts only once a month.
In an almost identical system the jp starts twice a day.

If you have some air buffer in a practically perfect network, the weekly test 
run of the fire pump may prevent the jp from starting ever.
You may consider to omit the jockeypump in such a system.
You may also change your mind when you are called in the middle of the night 
during Christmas holidays because the fire pump starts automatically and nobody 
knows why. (They skipped the weekly testrun because of the holidays.)

Ergo:
The only wet sprinkler system that doesn't need a jockeypump or other means for 
pressure maintenance is a theoretical system.

BTW,
A JP is also USUALLY not required when the pressure is maintained by an 
elevated fire water reservoir.

Met vriendelijke groet / Yours sincerely,

Frans Stoop
TOS architecture  fire protection
Netherlands f.st...@tosfire.com
Tel. +31-24-324 0112


At 15:22 6-12-2010 -0700, you wrote:
NFPA 20 2007, A.5.14.4 (1) A jockey pump is USUALLY required with 
automatically controlled pumps.

So based on that statement what would be an example where a JP would 
USUALLY not be required?

A.5.24 Pressure maintenance (jockey or make-up) pumps should be used 
where it is desirable to maintain a uniform or relatively high pressure 
on the fire protection system. A jockey pump should be sized to make up 
the allowable leakage rate within 10 minutes or 1 gpm (3.8 L/min), 
whichever is larger.

But I should have no leakage, So...?

5.24.1 Pressure maintenance pumps shall have rated capacities not less 
than any normal leakage rate.

My leakage rate should be zero?


Craig L. Prahl, CET
Fire Protection
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jack 
Carlson
Sent: Monday, December 06, 2010 5:08 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: High Rise Office Jockey pump

I seem to recall being told that a JP was required to keep the main 
pump from cycling on and off due to minor pressure fluctuations.

Jack W. Carlson, SET
Triple A Fire Protection, Inc.
Cell - 706.247.5050

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
craig.pr...@ch2m.com
Sent: Monday, December 06, 2010 4:52 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: High Rise Office Jockey pump

The question is what is the purpose of a JP in this application?

Craig L. Prahl, CET
Fire Protection
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron 
Greenman
Sent: Monday, December 06, 2010 4:50 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: High Rise Office Jockey pump

So is the question this:

The building needs a fire pump to meet hose emends at the roof.

or:

To meet hose demand at the roof the municipal pump kicks in.

On Mon, Dec 6, 2010 at 1:42 PM,  craig.pr...@ch2m.com wrote:
  It's supplied off a pump supplemented private fire main.
 
  Craig L. Prahl, CET

RE: High Rise Office Jockey pump

2010-12-07 Thread George Church
In my slash and burn days I left the JP off a pump installation, trying to make 
$ for my boss. We ended up putting one on later cause the pump would start. It 
wasn't tied in to central station, so it didn't bother the FD, but it would get 
warm if it happened at night- cause it ran till the AM. They did tie in to 
central station after a fire started and just one CSC 17/3-286 Model A from 
1985 +/- saved a large mfg plant (EX HAZ 2 occupancy) so we're glad the right 
stuff was there- and that the SSU did its job. Cause otherwise we'd have had 
some liability issues to deal with, having installed orig system in 1985 
(predecessor corp), just re=packed the pump after a long run, and added 
sprinklered 4 new plant expansion.

After the fire they thought they turned off the spkr system by pushing the OFF 
button on the fire pump. I happened by shortly afterward and found 55 Psi from 
city still coming outa the head.

George Church'
Rowe Sprinkler
g...@rowesprinkler.com
570-837-7647

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
craig.pr...@ch2m.com
Sent: Tuesday, December 07, 2010 9:09 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: High Rise Office Jockey pump

The same way it's done on any other project where there is no JP, from the fire 
loop.

Plus there is a Fire pump and JP on the fire main.  

Anyway,  I am leaving the JP in the package.

Craig L. Prahl, CET   
Fire Protection 
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Mark.Phelps
Sent: Tuesday, December 07, 2010 8:42 AM
To: 'sprinklerforum@firesprinkler.org'
Subject: Re: High Rise Office Jockey pump

How do you fill the systems without a JP?

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RE: High Rise Office Jockey pump 2

2010-12-06 Thread George Church
And what happens in a dry system eroded to its trip point, or (gasp) a deluge 
system with empty pipe?
Yes, I realize the deluge should be bracedand its true, when a pump kicks 
in, it can make the piping system shake and hangers are often next to unpainted 
strips of pipe cause they moved. Maybe we should in stall 8 quick-opening 
drains t undo that, and move the hangers back after a trip :) 

George Church'
Rowe Sprinkler
g...@rowesprinkler.com
570-837-7647

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ronl.Fletcher
Sent: Monday, December 06, 2010 4:41 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: High Rise Office Jockey pump 2

Just for arguments sake how does increasing the pressure damage the pipe and 
supports?

Ron Fletcher
Aero Automatic
Phoenix, AZ


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
rahe.lof...@gsa.gov
Sent: Monday, December 06, 2010 1:47 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: High Rise Office Jockey pump

That is the main reason for a jockey (pressure maintenance) pump.  If the fire 
pump were to start into a low pressure line, the differential could cause 
physical damage to the piping and supports.

Thank You

Rahe Loftin, P.E.
Region 7 - GSA
Cell - 817-371-3102



   
   
 Todd Williams 
 t...@fpdc.com To 
 Sent by:  sprinklerforum@firesprinkler.org
 sprinklerforum-bo  cc 
 un...@firesprinkl 
 er.orgSubject 
   Re: High Rise Office Jockey pump
   
 12/06/2010 02:17  
 PM
   
   
 Please respond to 
 sprinklerfo...@fi 
  resprinkler.org  
   
   




For one, so that there is no or little surge in pressure when the fire pump 
kicks in


At 03:06 PM 12/6/2010, you wrote:
I'm not used to buildings where there's nothing in it that will leave a 
huge smoking crater so got a question.

8 story office building, need to meet the 100 psi requirement for the 
top remote hose connection, engineer has spec'd an electric fire pump 
and jockey pump set.

There is sufficient pressure and flow at the BOR for sprinkler system 
operation but not hose.

Is there really a need for a jockey pump on this type of install?  
Since JP's are typically for maintaining pressure on underground 
systems where leakage is typical what's the purpose in a system like 
this?

Any NFPA verbiage which permits their omission?  So far I haven't found 
anything specific.

Craig L. Prahl, CET
Fire Protection
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com

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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, CT
860.535.2080
www.fpdc.com

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RE: High Rise Office Jockey pump

2010-12-06 Thread George Church
Whether we can explain them or not, there are times when Jps kick on even tho 
they may be connected to interior (non-leaking) systems. If the fire pump kicks 
in, the FD arrives, building empties. So you install a JP to prevent the fire 
pump from rolling trucks, bothering tenants, and making up for the air that 
once was simply trapped air, as it dissolves into the sprinkler water maybe?

George Church'
Rowe Sprinkler
g...@rowesprinkler.com
570-837-7647

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
craig.pr...@ch2m.com
Sent: Monday, December 06, 2010 4:52 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: High Rise Office Jockey pump

The question is what is the purpose of a JP in this application?

Craig L. Prahl, CET   
Fire Protection 
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Monday, December 06, 2010 4:50 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: High Rise Office Jockey pump

So is the question this:

The building needs a fire pump to meet hose emends at the roof.

or:

To meet hose demand at the roof the municipal pump kicks in.

On Mon, Dec 6, 2010 at 1:42 PM,  craig.pr...@ch2m.com wrote:
 It's supplied off a pump supplemented private fire main.

 Craig L. Prahl, CET
 Fire Protection
 CH2MHILL
 Lockwood Greene
 1500 International Drive
 Spartanburg, SC  29304-0491
 Direct - 864.599.4102
 Fax - 864.599.8439
 CH2MHILL Extension  74102
 craig.pr...@ch2m.com



 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ronl.Fletcher
 Sent: Monday, December 06, 2010 4:39 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: High Rise Office Jockey pump

 The artificially high pressure created by the jockey pump is usually 
 necessary to prevent the main pump from starting because of fluctuations in 
 the city pressure. If you have a very flat city curve it may be difficult to 
 get a enough of a pressure drop from opening a hose valve to start the main 
 pump.

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 craig.pr...@ch2m.com
 Sent: Monday, December 06, 2010 1:56 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: High Rise Office Jockey pump

 132 psi static, 120 psi residual,  is that low pressure?

 Craig L. Prahl, CET
 Fire Protection
 CH2MHILL
 Lockwood Greene
 1500 International Drive
 Spartanburg, SC  29304-0491
 Direct - 864.599.4102
 Fax - 864.599.8439
 CH2MHILL Extension  74102
 craig.pr...@ch2m.com



 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 rahe.lof...@gsa.gov
 Sent: Monday, December 06, 2010 3:47 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: High Rise Office Jockey pump

 That is the main reason for a jockey (pressure maintenance) pump.  If the
 fire pump were to start into a low pressure line, the differential could
 cause physical damage to the piping and supports.

 Thank You

 Rahe Loftin, P.E.
 Region 7 - GSA
 Cell - 817-371-3102





             Todd Williams
             t...@fpdc.com                                             To
             Sent by:                  sprinklerfo...@firesprinkler.org
             sprinklerforum-bo                                          cc
             un...@firesprinkl
             er.org                                                Subject
                                       Re: High Rise Office Jockey pump

             12/06/2010 02:17
             PM


             Please respond to
             sprinklerfo...@fi
              resprinkler.org






 For one, so that there is no or little surge in pressure when the
 fire pump kicks in


 At 03:06 PM 12/6/2010, you wrote:
I'm not used to buildings where there's nothing in it that will
leave a huge smoking crater so got a question.

8 story office building, need to meet the 100 psi requirement for
the top remote hose connection, engineer has spec'd an electric fire
pump and jockey pump set.

There is sufficient pressure and flow at the BOR for sprinkler
system operation but not hose.

Is there really a need for a jockey pump on this type of
install?  Since JP's are typically for maintaining pressure on
underground systems where leakage is typical what's the purpose in a
system like this?

Any NFPA verbiage which permits their omission?  So far I haven't
found anything specific.

Craig L. Prahl, CET
Fire Protection
CH2MHILL
Lockwood Greene
1500 International Drive

RE: Fire pump station

2010-12-04 Thread George Church
We went thru this a couple years ago on a residential project; the AHJ 
questioned whether a fire pump could serve multiple buildings. I sought letters 
from a TC member of 13 and 20, the two affected standards, and both agreed, in 
writing, that the intent of both TC's was that this was acceptable. Virtually 
any large complex that needs a pump-or if redundancy is sought, pumps- feeding 
a power plant, a manufacturing complex, has more buildings than pumps.

Should present no problems and be in compliance with the two applicable 
standards, 13 and 20.

George Church'
Rowe Sprinkler
g...@rowesprinkler.com
570-837-7647

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Saturday, December 04, 2010 1:12 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Fire pump station

Isam,

Depends. Who makes the determination? Many times where there are multiple 
buildings on one property a single pump, etc. is used for all buildings (design 
yo most demanding building). Sometimes each building on a multi-building 
property will have its own pump. I've rarely seen a single pump on one property 
servicing multiple, independent properties but I have seen it. Again, the 
question is who decides and based on what criteria.

On Fri, Dec 3, 2010 at 9:56 PM, isam hboubate emhdisam2...@yahoo.com wrote:
 Dear All,
 I am working in a design fire fighting system for three buildings near 
 each other.
 Can one fire pump station (water tank,pumps ,pumps controler) , serve 
 multi buildings ?
 Or is there any building protection area limited for each fire pump station.
 Thank you.
 Regards,
 Issam Hb



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--
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
AFSA, SFPE, ASCET, NFPA, NFSA, AFAA, ASEE, NIBS, WSAFM, WFC

They are happy men whose natures sort with their vocations. -Francis Bacon, 
essayist, philosopher, and statesman (1561-1626) 
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RE: how junk applies

2010-12-03 Thread George Church
So, did you take her advice?

George Church'
Rowe Sprinkler
g...@rowesprinkler.com
570-837-7647

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad Casterline
Sent: Thursday, December 02, 2010 1:11 PM
To: sprinklerforum@firesprinkler.org
Subject: how junk applies

Points well taken Cecil (as in thank you sir may I have another). Oddly enough, 
I had you and your kids in mind when I figured the 60 watt bulb versus a gallon 
of milk on the moon. If I was an excellent instructor, I would teach hand calcs 
first like you do, but also offer extra credit for calcing the same set-up on 
the moon, given only that water weighs 12
lbs/ft^3 there. 'moonshots of milk' relates The First Law of Thermodynamics 
with what is called the most far reaching generalization of the human
mind- The Law of Gravitation, so moonshots applies to sprinkler work only as 
far as heat and pressure do. The 2 or 3 out of 10 that get the extra credit are 
the ones who will some day hear that click or whistle or gong or whatever it is 
that turns a heart in to a big sprinkler head. I gotta believe the finer wealth 
you seek is to increase that number- then you can coach the annual Acadamy 
Techs vs U of Maryland FPE game, and win! I can not tell you how the numbers I 
wrote below have any bearing on you designing a system, but then, that is not 
why I posted them- that reason is more along the lines of 'hey everybody, look 
what the TECH drug in'! Thanks for the 'curious energy' part, I think. It is 
both a blessing and a curse: just before she was the X, the X told me write a 
book, I'll read it, BUT SHUT UP ALREADY.
 
Truly sincerely,
Brad   
  
 
-
Brad,
 
I am not sure about what is really going on here.  Your messages make little

sense to me as they apply to the industry and what we do.  Possibilities are

endless in our world.  Let's stick to the realities and rules rather than such 
things as moonshots of milk and possible number of iterations for a certain 
number of sprinkler heads to have various demands. 
 
If the numbers you wrote below have any bearing on my designing a system, 
please tell me how.  
 
I would love to find a way to harness that curious energy of yours (I'd be 
friggin' rich), but I need to know how junk applies.
 
 
Sincerely,
 
 
Cecil Bilbo
Academy of Fire Sprinkler Technology
Champaign, IL
www.sprinkleracademy.com
 
 
 
 
 From: bcasterl...@fsc-inc.com
 To: sprinklerforum@firesprinkler.org
 Subject: RE: loose end 2 of 2
 Date: Mon, 29 Nov 2010 07:49:44 -0600
 
 #calcs=(2^#hds)-1
 
 # of heads 1 2 3 4 5 6
 # of calcs 1 3 7 15 31 ?
 Difference 2 4 8 16 32

 

 

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RE: Waterflow switch issue

2010-12-03 Thread George Church
But Frank, those are the lessons learned that we NEVER forget!

George Church'
Rowe Sprinkler
g...@rowesprinkler.com
570-837-7647
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Frank Herrick
Sent: Friday, December 03, 2010 12:11 PM
To: 'sprinklerforum@firesprinkler.org'
Subject: Waterflow switch issue 

I wanted to take this opportunity to clear up a post I had made earlier 
concerning leaking flow switch. 

Yesterday I spoke at length to the senior manager at System Sensor who took his 
valuable time to fully explain this issue to me.  

I have no doubt that the quality assurance programs in place quickly caught 
this issue, and in fact a technical bulletin that I was not aware of was issued 
for this minor problem.
 
After learning the complete narrative and everything that this company did to 
stand behind their product, I would not hesitate to recommend, specify and use 
any of the System Sensor company products. 

Lesson Learned: Check with the people who know, before sticking foot in mouth.


FRANK J. HERRICK
City Of Leawood Fire Department  
Office of the Fire Marshal
14801 Mission Road
Leawood, Ks. 66224-9560
Office:    913.681.6788 x 26 
Fax:    913.681.2399
Fire Sprinklers Save Lives, Property, the Environment, and Water - Protect what 
you value most!



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[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
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Sent: Friday, December 03, 2010 9:51 AM
To: sprinklerforum@firesprinkler.org
Subject: Sprinklerforum Digest, Vol 17, Issue 4

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RE: I'm speechless (Steve Dobson Article)

2010-11-24 Thread George Church
I don't have time to tear it apart but here's some approximation:
$65m spkr market in PA with IRC mandate
We're a big state, so 40x this is nat'l market, divided by 3,000 home fire 
deaths a year
= $866,666/life saved, once we work up to all homes sprinklered as stock 
rotates (we're a generation or 3 behind already).
Now that may be cheap for the average cost of losing a house  a wage-earner 
with $500k life insurance.
However, what isn't reflected there is costs where there aren't a death.
We just sprinklered a fire rebuild, and the insurance agent said he was 
approaching $1m in replacing the house, contents, replacement housing for a 
year, vehicles and garage that were near the fire and totaled, etc. and the 
family was out of state, unhurt. So Basing on the number of fire deaths alone 
doesn't reflect the savings to society, and cuts the $866k number by a good bit.
I haven't had enough sleep to raise anyting to a power in a furmuler this AM.


glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Tuesday, November 23, 2010 8:21 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: I'm speechless (Steve Dobson Article)

James,

At first glance there appears to be a lot of reasonable argument here.
I'm going to re-visit it all and try to tear it apart. I hope I'm unsuccessful.

On Tue, Nov 23, 2010 at 2:34 PM, Firestone, James james.firest...@fire.org.nz 
wrote:
 Ten years ago in New Zealand we started down the home sprinkler path. 
 Interestingly enough almost twenty years earlier one of the research 
 departments of one of the leading plumbing pipe manufacturers over here had 
 designed a pre-action sprinkler system, charged with air using a simple 
 pressure diaphragm valve and an alarm panel to alert the owner should the 
 pressure reduce below what was required to keep the system dry - then just 
 using a bike pump the owner could repressurize the system. Simple low cost 
 kiwi ingenuity. Unfortunately it was an idea a little ahead of its time and 
 didn't move out of the research room. Putting water on a fire has been around 
 since we thought all of matter was composed in part from these two 
 ingredients (earth and wind being the other two). The technology to do so 
 automatically has been around for well over a 100 years so one would think 
 that the time to bring this into homes where we experience most fires is a 
 no-brainer!
 So why the resistance?
 I've had some time to ponder this question, so will lay out a roadmap for 
 moving forward.
 1) Some of it is ignorance - as I have yet to meet more than a handful of 
 people who argue against the value and benefit of sprinklers. (once they 
 understand them)! So clear, simple, progressive and concise educational 
 targeted messages is key.
 2) Cost will always be a barrier as someone has to pay and unless you could 
 make sprinklers cost neutral by trade-ups/offs, insurance rebates etc. then 
 individuals would rather choose what they buy - after all it is their dollar! 
 Regulation can help here as the public on the whole don't want an anything 
 goes society. The whole reason for creating laws is to have a just, safe, 
 empowered and enabling community. Often however regulation is viewed as a 
 bureaucracy, so again education which is simple, clear and promotes 
 understanding of the why for the law can help. I've recently had the good 
 fortune to meet many of the personalities in the home sprinkler industry in 
 the Western world and all celebrate the successes which you have achieved in 
 enabling the IRC to require home sprinklers. It is a fantastic step in the 
 right direction - but as all involved in this fight have experienced much 
 more work will need to be done.
 3) System complexity. I know a lot of research money has gone into
 refining the sprinkler head droplet density, spray pattern, etc. But
 all the public really need to know is that it is a TAP. Sure you can
 clarify this by explaining it operates automatically from hot gases
 (given off by a fire), is located in the ceiling plane where the hot
 gases collect, has no moving parts, only works once, so wont leak.
 Looks nice, is out of sight, etc, etc. But what we should really be
 promoting is sprinkler technology, as the sprinkler head is the only
 unique addition to (what is already in a house). That's right
 plumbing! We need to connect with the homeowner to want to have the
 best plumbing they can afford - as few houses are not plumbed!
 Sprinkler technology is a natural and common sense addition to the
 evolution of (bringing) water into the home to increase its service
 and benefit to us. Just think about it. Plumbing was first brought
 into the home for the amenity of drinking, then
  cooking, then washing, then cleaning, then showering, then heating,
 then cooling, then flushing away waste, to this we can (with the
 humble heat TAP aka sprinkler head) add 

RE: Omitting sprinklers in a high building

2010-11-12 Thread George Church
There are ASRS buildings taller than that with ceiling sprinklers- and yes,
a zillion IRASs. And storage is certainly getting closer to routinely
exceeding 50, 55' as soon as the next generation of ESFRs come out. We'll
see em go as high as the new FM lab ceiling.

Gotta go- new server being deployed tonight. Cross your fingers (I know,
some of you already have em crossed!)

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Friday, November 12, 2010 6:11 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Omitting sprinklers in a high building

If the building code considers this an F-2 occupancy and the building can
meet the egress requirements without sprinklers, and there are no other code
issues that would require sprinklers then they would be correct that you
wouldn't need sprinklers.  It has nothing to do with building height.

Even if the building were 100 feet hight, if a fire were to break out the
products of combustion are going where, to the heighest point.  Sprinklers
may react slower due to the height but at some point they are going to react
and will help knock down the gas temps.   I've asked the same question and
had gotten this answer back from different mfgr engineers.  They are the
ones doing the design, testing and listings for the sprinklers and I hope
they would know.

So to say that just because the building is high there shouldn't be any
sprinklers is not valid.  If the biulding were an F-1 occupancy you'd have
sprinklers period.  Otherwise you don't meet code.

To sprinkler or not to sprinkler is not up to NFPA 13, it's a building code
issue.
 
Craig Prahl
CH2MHILL/SPB
864-599-4102

From: sprinklerforum-boun...@firesprinkler.org
[sprinklerforum-boun...@firesprinkler.org] On Behalf Of Rod DiBona
[r...@rapidfireinc.com]
Sent: Friday, November 12, 2010 5:34 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Omitting sprinklers in a high building

Another thought may be:

Mr. Customer,

Here are the code references that require sprinklers. There may be a
prescriptive way of eliminating the sprinklers in this area so I have
provided pricing both ways. If the sprinklers are to be eliminated please
have the EOR give that order in writing to protect both you and I from the
lawyers in the future, if the worst ever happens

Many times just because we can eliminate sprinklers doesn't mean that we
shouldn't present the option to the owner in a way that he understands that
he IS taking more risk. How much more risk is clearly debatable but I would
leave that to him and the EOR/AHJ. You may be surprised at what some owners
are willing to pay to avoid risk in the future. It may seem like a big
number to us sprinkies but compared to the cost of the project maybe not too
much to them.especially in a manufacturing facility. This may be a way
to distinguish yourself from your competition by showing that they are
required. He may have more confidence in you which may result in a sale with
or without the coverage.

Rod
Rapid Fire

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris Cahill
Sent: Friday, November 12, 2010 2:42 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Omitting sprinklers in a high building

Effective at 50' in what occupancy?  Storage to 45' sure, convention set up
maybe, light hazard atrium, maybe not.  Of course we'd probably need to
start with what is 'effective'. With a square function there is a BIG
difference between 50' and 119' in the heat at the roof to even make them go
off.  That is not to say they are not required by code as they are no matter
what height (with others referenced exceptions). But a good FPE and
reasonable AHJ you MIGHT be able omit.  Your competition is suspect with a
blanket statement to the effect.  If they go with the competition make sure
the customer enforces the contract and no extras for the roof.  Bet they
change their tune.

As AHJ back in '99 I agreed with omitting the sprinklers at the roof in the
NHL Wild arena.  Can't recall the exact height but it's in the 150' range.
We burned a 10 MW fire in the old arena and at 100' it was very doubtful the
sprinklers would operate.  We had instrumentation.  The design fires we set
at 10 MW when occupied on the upper levels and larger if no one above the
main concourse.  For the boat shows we acknowledged larger fires were
possible BUT the size of the ice (fuel area), very infrequent events, large
paid FD and fire prevention personal from the FD on site when open to the
public were mitigating factors.  There are also an array of beam smoke
detectors to help with early detection. Remember this was pre FDS days.  10
years later I'd still stand behind the concept.

Chris Cahill

-Original Message-
From: 

RE: reduce then increase pipe sizes

2010-11-11 Thread George Church
You're missing the code citation he can't furnish. If it works
hydraulically, it works.
I recall a raised eyebrow on a 4 riser feeding a 6 crossmain; very simply,
I used the excess pressure where it saved my boss the most money, in the
riser devices. But nothing in 13 says you need to go from big to small
consistently.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Thursday, November 11, 2010 8:51 AM
To: sprinklerforum@firesprinkler.org
Subject: reduce then increase pipe sizes

I am working on an existing system where we have to tie in a new 2-1/2 main
into an existing 3. Since they do not make a 3x2-1/2 mechanical tee, that
option is out. My proposal is to utilize an existing plugged 2 outlet,
install a 2 x 0-6 TxG nipple and then increase to 2-1/2. It works
hydraulically with 18+ psi left over (reducing the 2-1/2 main not an option
hydraulically).

I don't see anything in the Code that states that it is not allowed. 
However, the AHJ says it isn't. Before I argue the point, am I missing
something?

Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, CT
860.535.2080
www.fpdc.com

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RE: reduce then increase pipe sizes

2010-11-11 Thread George Church
We've got a project where we need 8 UG for the calcs, and the main in the
street is 6. 6x6 tap, increase to 8, we're on our way. The water purveyor
is not going to replace a block or two of existing UG.
And look at 13D systems- certainly not unusual to have a 3/4 UG supply
increased to 1 for the sprinkler riser after the tee.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Cliff
Whitfield
Sent: Thursday, November 11, 2010 8:59 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: reduce then increase pipe sizes

Todd,

I've seen this done in the past.  In fact, there are a lot of times when
it's done by the water purveyors during a tap on the main underground line.
Not sure of a specific code reference.  If common sense is an option you can
point to NFPA 20 that allows a smaller size supply to feed a fire pump (ie
6 line feeding an 8 pump) if you go a certain number of feet (in pipe
diameters) back and increase the pipe at that point.

I believe the whole basis for hydraulic calculations is that if you can
prove it works within the boundaries set forth in the standards then it is
acceptable.  You can reduce pipe sizes to balance a system when you are
working with foam.  I don't think this is really any different.

Cliff

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Thursday, November 11, 2010 7:51 AM
To: sprinklerforum@firesprinkler.org
Subject: reduce then increase pipe sizes

I am working on an existing system where we have to tie in a new 2-1/2 main
into an existing 3. Since they do not make a 3x2-1/2 mechanical tee, that
option is out. My proposal is to utilize an existing plugged 2 outlet,
install a 2 x 0-6 TxG nipple and then increase to 2-1/2. It works
hydraulically with 18+ psi left over (reducing the 2-1/2 main not an option
hydraulically).

I don't see anything in the Code that states that it is not allowed. 
However, the AHJ says it isn't. Before I argue the point, am I missing
something?

Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, CT
860.535.2080
www.fpdc.com

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RE: High Pressure Dry Pendents

2010-11-11 Thread George Church
Considering all sprinklers are tested at 500 PSI, I doubt that they raise
that to 700 and market those that stay together as high pressure. Dave,
assuming the dry system supply- fire pump?- is 215, you could run a water
delivery calc with a head operating and see if the pressure in the system
really reaches 215 PSI with the decrease in pressure as water fills the
pipe, and then when its full (or its equalized with trapped air) is one
head flowing enough to bring the pressure below 175?

Or depending on what the value of the contents is, susceptibility to water
damage, owner tolerance for risk, it wouldn't be a quantum leap to allow a
little over 200 PSI- where we often hydro for min 2 hrs anyway- and ask the
AHJ to APPROVE the higher pressure. If I was entitled to an opinion, it
would be that this would be fine.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Thursday, November 11, 2010 3:28 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: High Pressure Dry Pendents

What's the criteria for that 175 psi limit. I don't think it's burst
pressure. Is it that haven't been tested for operation any higher than 175?
Are 225 heads a special more robust head than 175 heads? Or are they just
175 heads that got tested and listed to 225. I remember PT tests in the
Army. The performance criteria was always X number in Y time. You were done
when you exhausted either so it was that one could meet X in Y in be done
and pass although not out of strength and so still be able to continue and
perform X in Y. I this a similar thing?
And if so how willing are you to put that PE behind exceeding the listing?

On Thu, Nov 11, 2010 at 3:43 AM, Matt Grise m...@afpsprink.com wrote:
 Have you looked into pressure reducing valves? I don't know if there are
any that are listed for dry system use though...

 Matt Grisé PE*, LEED AP
 Sales Engineer
 Alliance Fire Protection
 *Licensed in KS  MO

 913.888.0647 ph
 913.888.0618 f
 913.927.0222 cell
 www. AFPsprink.com

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of David 
 de Vries
 Sent: Wednesday, November 10, 2010 10:42 PM
 To: AFSA SprinklerForum
 Subject: High Pressure Dry Pendents

 I have an open parking garage under a high rise.  Fire pump sized for
standpipe demand, so it has over 200 psi at the garage level.  Most of the
dry pipe system in the garage has uprights, but there are some finished
ceiling areas that need dry pendents.  I have not found any dry pendents
listed for more than 175.  Suggestions?

 Of course, for most of the time the system will only see the ~50 psi air,
but when the valve trips, it will be about 215.  Am I wrong to think the
DP's should be listed for the static system pressure?

 Dave

 David A. de Vries, P.E., CSP
 Firetech Engineering Incorporated



 --- On Wed, 11/10/10, Coastal coastalf...@sc.rr.com wrote:


 From: Coastal coastalf...@sc.rr.com
 Subject: Re: Pipe Expansion
 To: Fletcher, Ron sprinklerforum@firesprinkler.org
 Date: Wednesday, November 10, 2010, 6:41 PM


 Hello Ron,

 It is not a building, Wooden walkway to a floating dock.

 Wednesday, November 10, 2010, 5:16:36 PM, you wrote:

 Since the building and the sprinkler system are subject to the same 
 ambient conditions wouldn't the expansion rates kind of offset each 
 other?

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
 Sent: Wednesday, November 10, 2010 3:04 PM
 To: sprinklerforum@firesprinkler.org; fpech...@embarqmail.com
 Subject: RE: Pipe Expansion

 Also remember that a simple change in direction can provide the same 
 protection as a full expansion loop.


 Subject: Re: Pipe Expansion

 The expansion is the expansion no matter what fittings are employed, 
 well on unrestrained steel.  A fitting does not in itself restrain 
 the pipe.
 Either
 the pipe moves or the want to move is translated into some internal 
 force.
 The effect of the expansion it dependent on the fittings and the 
 restraintment.

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RE: Paint spray booth

2010-11-11 Thread George Church
Keep It Simple, Stupid.

(its an expression, I'm not directing that at anyone!)

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
jhoff...@kcp.com
Sent: Thursday, November 11, 2010 4:57 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Paint spray booth

So if you do a separate valve for each booth what about the duct?  They all
probably use the same exhaust duct.  A separate valve for the duct?.  Now
you have four valves.  If they are doing maintenance on one booth I bet they
are all shut down for business.  Just use one valve unless they are widely
separated in space.

John Hoffman P.E. | Fire Protection Engineer | Facility Engineering
Services, KCP, LLC - Burns  McDonnell Engineering | National Nuclear
Security Administration's Kansas City Plant | Operated by Honeywell FMT |
2000 E. 95th St | Kansas City, MO  64131 | ph 816-997-7213 |
jhoff...@kcp.com


 

  From:   craig.pr...@ch2m.com

 

  To: sprinklerforum@firesprinkler.org

 

  Date:   11/11/2010 03:40 PM

 

  Subject:RE: Paint spray booth

 

  Sent by:sprinklerforum-boun...@firesprinkler.org

 






It would be easier to do separate drops with separate valves to each area.
Will make it easier to maintain when you have to shut one down to clean
heads or replace bags on the heads or if you have a discharge you don't have
to disable all systems just the one affected.  Plus if a booth or mixing
area is moved it makes disconnecting and removal of the system simpler.
Hopefully the budget isn't that tight to not be able to afford a few more
butterfly valves.

Craig Prahl
CH2MHILL/SPB
864-599-4102

From: sprinklerforum-boun...@firesprinkler.org
[sprinklerforum-boun...@firesprinkler.org] On Behalf Of A.P.Silva
[silva...@shaw.ca]
Sent: Wednesday, November 10, 2010 5:54 PM
To: sprinklerforum@firesprinkler.org
Subject: Paint spray booth

NFPA 13, 2007 section 21.4.1.5 : The sprinkler system for each spray area
and mixing room shall be controlled by a separate, listed indicating
valve(s), operable from the floor.

I have two spray booths and a mixing booth side by side. Can one valve
supply the three booths or are three valves required, one per booth?

Tony

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RE: QR sprinklers in R2 occupancy

2010-11-10 Thread George Church
Correct. And if the total # of heads in a dwelling unit is 4, you can QR.
Finally, someone treating a fraternity commiserate with the exposure?
Or would concealed heads be enough protection from mechanical injury so you
could use the residential heads you should use?
Threat of someone hanging themselves?
Don't forget you'll need .1 for the QRs vrs .05.

glc 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne
Martinez
Sent: Wednesday, November 10, 2010 8:28 AM
To: sprinklerforum@firesprinkler.org
Subject: QR sprinklers in R2 occupancy

I have a R2 occupancy that is to be sprinklered per NFPA13R (07ed).  The
architect wants to use quick response institutional sprinklers.
It appears that per 6.7.7.1.3 I can use QR sprinklers inside the dwelling
unit only if it meets the definition of a compartment with no more than 4
sprinklers.  If the dwelling unit contains multiple rooms (ie:
bathroom, kitchen, ect.) then this unit would not qualify because it is not
single compartment correct?  What if with all the compartments together
there would only be 4 sprinklers?
 
Thanks,
Dewayne Martinez
Design Build Fire Protection
New Berlin, WI
http://www.designbuildfire.com/
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RE: QR sprinklers in R2 occupancy

2010-11-10 Thread George Church
Concealed residential would be a far better application and address the
mechanical injury concerns- institutionals are going to be way salty and
what do you have to mount them to? Jeez, I was joking about the frat, I can
see architect's concerns, but are folks really going to try to hang
themselves from it? Wouldn't there be easier ways like alcohol poisoning?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne
Martinez
Sent: Wednesday, November 10, 2010 9:56 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: QR sprinklers in R2 occupancy

Yep it is a frat house.  I am trying to convince the arch to go with the
concealed type res sprinklers.
The only place we would have to use semi-recessed is when throwing across
the 4/12 ceilings.
Thanks for the information.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Wednesday, November 10, 2010 8:57 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: QR sprinklers in R2 occupancy

Correct. And if the total # of heads in a dwelling unit is 4, you can QR.
Finally, someone treating a fraternity commiserate with the exposure?
Or would concealed heads be enough protection from mechanical injury so you
could use the residential heads you should use?
Threat of someone hanging themselves?
Don't forget you'll need .1 for the QRs vrs .05.

glc 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne
Martinez
Sent: Wednesday, November 10, 2010 8:28 AM
To: sprinklerforum@firesprinkler.org
Subject: QR sprinklers in R2 occupancy

I have a R2 occupancy that is to be sprinklered per NFPA13R (07ed).  The
architect wants to use quick response institutional sprinklers.
It appears that per 6.7.7.1.3 I can use QR sprinklers inside the dwelling
unit only if it meets the definition of a compartment with no more than 4
sprinklers.  If the dwelling unit contains multiple rooms
(ie:
bathroom, kitchen, ect.) then this unit would not qualify because it is not
single compartment correct?  What if with all the compartments together
there would only be 4 sprinklers?
 
Thanks,
Dewayne Martinez
Design Build Fire Protection
New Berlin, WI
http://www.designbuildfire.com/
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RE: Stand-Alone Residential Systems White Paper

2010-11-10 Thread George Church
Steve, I'd note that there are many water purveyors requiring a split
outside the home and a separate valve on the domestic so they'll shut off
domestic service, not sprinkler, for non-payment. Inadvertently screwing the
plumbers trying to do a multi-purpose, I can hardly sleep at night for the
injustice. However, I combat that by inviting them to our residential
sprinkler seminars since if they think they want in on it, they should know
more, not less, and hopefully join the Association for all the ed benefits. 

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Muncy
Sent: Wednesday, November 10, 2010 10:54 AM
To: sprinklerforum@firesprinkler.org
Subject: Stand-Alone Residential Systems White Paper

The AFSA White Paper on Stand-Alone Residential Fire Sprinkler Systems is
now available on the AFSA website and can be downloaded by members and
non-members. The paper describes some advantages of stand-alone systems over
multipurpose systems and some situations in which multipurpose systems may
not be appropriate. This document may be helpful to AHJs who are not aware
of the differences between multi-purpose and stand-alone systems and the
advantages and disadvantages of each. The document can be downloaded from:

http://www.firesprinkler.org/downloads/AFSA-8065.pdf



Steve A. Muncy, CAE
American Fire Sprinkler Assn. 
Dallas, TX
http://www.firesprinkler.org





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RE: Pipe Expansion

2010-11-10 Thread George Church
If you want to see a dramatic illustration of pipe expansion, look at CPVC
in a hotel hallway after they run a salamander for a couple days. Witnessed
this on one of our jobs 2 years ago, couple feet of zig-zag side to side.

I'll worry about long-term effects if the Owner pays us the last $27,440 he
stuck us for as he ran out of money at end of job.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris Cahill
Sent: Wednesday, November 10, 2010 12:19 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Pipe Expansion

The expansion is the expansion no matter what fittings are employed, well on
unrestrained steel.  A fitting does not in itself restrain the pipe.  Either
the pipe moves or the want to move is translated into some internal force.
The effect of the expansion it dependent on the fittings and the
restraintment.  
-Original Message-
From: David de Vries ddevr...@firetecheng.net
Sender: sprinklerforum-boun...@firesprinkler.org
Date: Wed, 10 Nov 2010 08:40:57 
To: sprinklerforum@firesprinkler.org
Reply-To: sprinklerforum@firesprinkler.org
Subject: Re: Pipe Expansion

You are right about whether this is a continuous run of pipe.  Putting
back-to-back swing joints in a long run can change the dynamics completely.
 
Cast, ductile and malleable iron all have about the same thermal coefficient
of expansion as steel.  So screwed fittings would be the same as continous
welded pipe.
 
The difference that grooved couplings could make depends on the style.  If
rigid, then it would be the same as screwed fittings, but other couplings
have some ability to flex and move, so might be better for such a situation
(long, continous run of pipe with big temp swings).

Railroad track layers (don't know if that is the right trade name) have this
figured out for welded track.  Every mile or two they stretch the track with
a hydraulic puller to simulate the condition at the highest foreseeable
temp.  The track then is in tension at colder temps, but does not buckle on
a hot, sunny day.  Not applicable to sprinkler trade, just a curious thing I
learned from the Chief Engr for a railroad here in Chicago while we were
surveying his totally destroyed wood trestle which burned following some
hotwork by an outside contractor.  BTW, a mile of track expands 4'3 from
-10F to 110F.

Dave 

David A. de Vries, P.E., CSP 
Firetech Engineering Incorporated 




--- On Wed, 11/10/10, Todd Williams t...@fpdc.com wrote:


From: Todd Williams t...@fpdc.com
Subject: Re: Pipe Expansion
To: sprinklerforum@firesprinkler.org
Date: Wednesday, November 10, 2010, 10:08 AM


Of course that assumes a continuous run of 200 ft. The inclusion of 
cast iron screwed or grooved fittings may have an impact



At 10:52 AM 11/10/2010, you wrote:





Carbon steel:  expansion = 6.7 x 10^-6 x L. x delta T.

Example:  200 feet of steel pipe installed at 30 degrees F and 
raised to 100 degrees F.

6.7 x 10^-6 x 200ft x 12in/ft x 70degrees = 1.13 inches

Copper:  9.3 x 10^-6

The source, Perry's Engineering Manual, puts a range on that 
coefficient of 32 to 212 degrees F.  For down and dirty purposes, 
this should work to foreseeable colder temps.

Dave

David A. de Vries, P.E., CSP
Firetech Engineering Incorporated



--- On Wed, 11/10/10, Charles Thurston coastalf...@sc.rr.com wrote:


From: Charles Thurston coastalf...@sc.rr.com
Subject: Pipe Expansion
To: sprinklerforum sprinklerforum@firesprinkler.org
Date: Wednesday, November 10, 2010, 8:10 AM


Hello sprinklerforum,

   Does anybody know of a down and dirty chart or calculator to 
 figure pipe expansion lengths due to temperature change ?

--
Best regards,
Charles Thurston                          mailto:coastalf...@sc.rr.com
   Coastal Fire Protection/ Myrtle Beach Fire  Safety Group.
   AFAA Guest

Electronic Privacy Notice:
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For Technical Assistance, 

RE: QR sprinklers in R2 occupancy

2010-11-10 Thread George Church
So pledges should receive small souvenir bats and metal straps as their
welcome package, not balls, etc.

Seriously, good stuff Jim- Thanks!

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jim Davidson
Sent: Wednesday, November 10, 2010 1:06 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: QR sprinklers in R2 occupancy

There was a project in the Mid Atlantic region in which the Architect
specified Institutional QR heads in a mid rise student housing building.
Three days after the students moved in there was a fairly large water damage
claim resulting from damage to the Institutional sprinklers from the
students throwing around balls, etc. Needless to say it occurred on the top
floor level and flowed downhill. Institutional type sprinkler heads should
be used in the occupancy that they were designed for. 

The last frat house that we worked on the Owner wanted the pipe to be able
to support at least five times the weight of the water filled pipe plus 500
pounds and wanted the strongest head guard that is manufactured to be used
on all sprinkler heads in the frat house and wanted all pipe to be scheduled
40.   

Jim Davidson 
 
Davidson Associates
Fire Protection * Medical Gas * Code Consulting
302-994-9500   Fax:302-234-1781


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne
Martinez
Sent: Wednesday, November 10, 2010 10:01 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: QR sprinklers in R2 occupancy

Yep it is a frat house.  I am trying to convince the arch to go with the
concealed type res sprinklers.
The only place we would have to use semi-recessed is when throwing across
the 4/12 ceilings.
Thanks for the information.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Wednesday, November 10, 2010 8:57 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: QR sprinklers in R2 occupancy

Correct. And if the total # of heads in a dwelling unit is 4, you can QR.
Finally, someone treating a fraternity commiserate with the exposure?
Or would concealed heads be enough protection from mechanical injury so you
could use the residential heads you should use?
Threat of someone hanging themselves?
Don't forget you'll need .1 for the QRs vrs .05.

glc 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne
Martinez
Sent: Wednesday, November 10, 2010 8:28 AM
To: sprinklerforum@firesprinkler.org
Subject: QR sprinklers in R2 occupancy

I have a R2 occupancy that is to be sprinklered per NFPA13R (07ed).  The
architect wants to use quick response institutional sprinklers.
It appears that per 6.7.7.1.3 I can use QR sprinklers inside the dwelling
unit only if it meets the definition of a compartment with no more than 4
sprinklers.  If the dwelling unit contains multiple rooms
(ie:
bathroom, kitchen, ect.) then this unit would not qualify because it is not
single compartment correct?  What if with all the compartments together
there would only be 4 sprinklers?
 
Thanks,
Dewayne Martinez
Design Build Fire Protection
New Berlin, WI
http://www.designbuildfire.com/
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RE: CPVC question

2010-11-08 Thread George Church
We've done office buildings in CPVC where they had a tenant and were
dropping ceilings, and steel in balance of shell.
Tell em to have a fire watch and leave it for 24 hours; if they want
shorter, have em assume the liability of the flood that may follow.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Cliff
Whitfield
Sent: Monday, November 08, 2010 12:29 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: CPVC question

10-4.  I'm only trying to be sure that my butt is covered if this guy wants
to use it.  The main thing that concerns me is the 24 hr set up time.  How
can you meet that in a tenant finish building?  I'm sure that someone at
some time will want to put a ceiling in and when they do, then you have a
problem (in my opinion).  I have nothing against plastic and use it all the
time.  I just don't think this is a good place to use it.

Thanks for the input.  I'll email Lbzl.

Cliff

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Leyton
Sent: Monday, November 08, 2010 11:25 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: CPVC question

Nice try Cliff - you'll have to get Lubrizol to commit to that.   But if
the tube is listed for wood framed basements, I'm pretty sure than pan slab
or metal deck is okay, but you'll have to get it from the manufacturer.

SML
 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Cliff
Whitfield
Sent: Monday, November 08, 2010 9:23 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: CPVC question

Steve,

I've done a little more digging and have found something in the handbook
that concerns me.

On page 57 of the 2007 HB under Exhibit 3.37 there is a note that says
Although this type of construction is typically considered smooth ceiling,
it is not considered a smooth, flat ceiling ...  In the Blazemaster 'bible'
on page 8 it states - smooth, flat, horizontal fixed ceilings

Does this now meet the listing of the pipe?

Cliff
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Leyton
Sent: Monday, November 08, 2010 11:13 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: CPVC question

Yes, so long as it is protected with quick-response sprinklers

Steve
 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Cliff
Whitfield
Sent: Monday, November 08, 2010 9:06 AM
To: sprinklerforum@firesprinkler.org
Subject: CPVC question

Hi folks

Can CPVC be installed exposed in a light hazard occupancy with 'pan type'
construction?

Just for the record, I am not recommending CPVC for this project but the
owner is bent on using it for some reason.  This is a 4-story shell office
building and many of the areas will be left exposed even after spaces are
finished.

Thanks,

Cliff Whitfield, SET
President
Fire Design, Inc.
850-526-1886


cl...@fire-design.com
www.fire-design.com 



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RE: Physical Science :)

2010-11-04 Thread George Church
 have all the time in the world.  There is stuff buried in
these texts that is not in the index and unless you've stumbled across it
before and tagged it, you'd never find it.

 Digital is here, now, not waiting for the next generation.

 As far as the question concerning why NICET uses particular versions, it
is probably due to the amount of work involved with reworking a test.  Plus
not all jurisdictions jump on the new Standard immediately upon its
publication.  I still have many jurisdictions using the 2002 NFPA 13 and had
one earlier in the year that was still on the 1996 version.  It would be a
significant task to develop a new test each time a new standard came out.

 Craig L. Prahl, CET
 Fire Protection
 CH2MHILL
 Lockwood Greene
 1500 International Drive
 Spartanburg, SC  29304-0491
 Direct - 864.599.4102
 Fax - 864.599.8439
 CH2MHILL Extension  74102
 craig.pr...@ch2m.com



 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd 
 Williams
 Sent: Wednesday, November 03, 2010 9:50 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Physical Science :)

 We old timers are used to paper, but the next generation will probably 
 be much more geared to digital. Somehow NICET and others will need to 
 adapt. Agencies are not going to continue print issues just for some 
 open book testing agency. I agree that finding information in a tabbed 
 text is still a lot quicker than a computer search. But perhaps 
 testing agencies will have to provide computer access to certain 
 reference materials as a part of the computer testing procedure.

 Brian, as far as your question, I have wondered that as well. Perhaps 
 they use a random number generator


 At 09:21 AM 11/3/2010, you wrote:
Here's a question for some of you veterans, how does NICET come up 
with what year code will be on the test? I don't get why some of these 
codes are 2,3, and greater revisions behind the current one

Brian Harris
FDFP Inc.


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George 
Church
Sent: Wednesday, November 03, 2010 9:22 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Physical Science :)

Its not as easy as it sounds to change a 30-year old certification 
program as you might think.
While it's a PIA to drag around all the reference materials, you must 
also appreciate the numerous concerns and integrity requirements and 
restrictions faced by any testing agency. They need to prevent theft 
of test questions, they need to make sure you are using a hand 
calculator rather than allowing the possibility you'll run a calc 
program on a PC or programmable calculator, that you know where to 
look things up based on familiarity with the references rather than rely
on a word search, etc.

NICET is moving along with PC-based testing at readily accessible 
testing centers nationwide, with open scheduling and instant results. 
It's a large undertaking with substantial volunteer contribution to 
make it work. To speed it along, participate and donate your time and 
energy to the industry that puts food on your table.

NICET is also facing some competition in the market which may or may 
not produce other streamlining of the process, but it is what it is 
and the integrity of the process demands checking and validating the 
changes, and that all takes time. Think of the 4 years +/- some of us 
have been involved in the process, lugging ourselves to Alexandria, 
and -not to sound like the proverbial schoolteacher, but I remember 
borrowing references from the Atlanta fire marshal so I had to spend 
Fri afternoon going downtown, lugging the books to the car, getting 
familiar with them Fri night, and lugging them to the exam and on 
Monday AM back to City Hall. It builds character and memories, like 
then-mayor Andrew Young getting in the elevator with me Fri and 
observing what a fun weekend I must be stocking up for :)

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
craig.pr...@ch2m.com
Sent: Wednesday, November 03, 2010 8:56 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Physical Science :)

Really, all of our codes are now in digital format.  Much easier to 
search and cheaper for the company.  NICET needs to come into the 21st 
century with this.  It's just crazy lugging 30-40 lbs of reference 
books to a test.  Had one test that was on 2nd floor and had to tote 
the load up the stairs.  Just plain ridiculous.

Craig L. Prahl, CET
Fire Protection
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf

RE: NON-METALLIC COUPLING

2010-11-04 Thread George Church
You should be fine. For an FBI secure room we had a pair of pces of 2.5
CPVC for a 4 main cause that's what we had, and I wasn't buying 15' of 3
for 6'.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Travis Mack,
SET
Sent: Thursday, November 04, 2010 1:32 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: NON-METALLIC COUPLING

I was able to calc it down with a short piece of 3 CPVC pipe.  Then just
use the CPVC x Grooved adapters.  Hopefully this will fly.  It is all light
hazard.

On 11/4/2010 10:30 AM, Ron Greenman wrote:
 3 max on CPVC.

 On Thu, Nov 4, 2010 at 10:00 AM, Brad Casterline 
 bcasterl...@fsc-inc.com  wrote:
 Do you mean the room is some kind of secure communications? I did one
 recently- No metallic PENETRATION of the walls- (like an antenna) - I 
 guess a non metallic coupling would be like breaking the antenna- I 
 went steel up to the wall, steel to cpvc, cpvc through the wall, then
back to steel. Is 4
 cpvc made?

 -Original Message-
 From: Travis Mack, SET [mailto:tm...@mfpdesign.com]
 Sent: Thursday, November 04, 2010 11:07 AM
 To: sprinklerforum@firesprinkler.org
 Subject: NON-METALLIC COUPLING

 I am working on a military project.  I have to provide a non-metallic 
 coupling on one side of wall.  It is a penetration into a secured area.
 Any ideas on what to use as a non-metallic coupling for 4 sch 40 pipe?

 --
 Please feel free to call if you have any questions or comments.

 Sincerely,

 Travis Mack, SET
 MFP Design, LLC
 2508 E Lodgepole Drive
 Gilbert, AZ 85298
 Office (480) 505-9271
 Fax (866) 430-6107

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RE: NON-METALLIC COUPLING

2010-11-04 Thread George Church
And it may be they need non-metallic the length of the wall thickness

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Casterline
Sent: Thursday, November 04, 2010 1:38 PM
To: sprinklerforum@firesprinkler.org; tm...@mfpdesign.com
Subject: RE: NON-METALLIC COUPLING

Good deal-- Ron F. idea of di-electric would probably work physically-- stop
the flow of electrons-- but they are not 'non-metallic'.

-Original Message-
From: Travis Mack, SET [mailto:tm...@mfpdesign.com]
Sent: Thursday, November 04, 2010 12:32 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: NON-METALLIC COUPLING

I was able to calc it down with a short piece of 3 CPVC pipe.  Then just
use the CPVC x Grooved adapters.  Hopefully this will fly.  It is all light
hazard.

On 11/4/2010 10:30 AM, Ron Greenman wrote:
 3 max on CPVC.

 On Thu, Nov 4, 2010 at 10:00 AM, Brad Casterline 
 bcasterl...@fsc-inc.com  wrote:
 Do you mean the room is some kind of secure communications? I did one
 recently- No metallic PENETRATION of the walls- (like an antenna) - I
guess
 a non metallic coupling would be like breaking the antenna- I went 
 steel
up
 to the wall, steel to cpvc, cpvc through the wall, then back to 
 steel. Is
4
 cpvc made?

 -Original Message-
 From: Travis Mack, SET [mailto:tm...@mfpdesign.com]
 Sent: Thursday, November 04, 2010 11:07 AM
 To: sprinklerforum@firesprinkler.org
 Subject: NON-METALLIC COUPLING

 I am working on a military project.  I have to provide a non-metallic 
 coupling on one side of wall.  It is a penetration into a secured area.
 Any ideas on what to use as a non-metallic coupling for 4 sch 40 pipe?

 --
 Please feel free to call if you have any questions or comments.

 Sincerely,

 Travis Mack, SET
 MFP Design, LLC
 2508 E Lodgepole Drive
 Gilbert, AZ 85298
 Office (480) 505-9271
 Fax (866) 430-6107

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RE: NON-METALLIC COUPLING

2010-11-04 Thread George Church
Yup. At GE Aerospace in pre-CPVC days, I think we did a di-electric union
(or flanges) on either side of the wall.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Travis Mack,
SET
Sent: Thursday, November 04, 2010 1:55 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: NON-METALLIC COUPLING

It is concrete wall.  The detail on the contract drawings shows the coupling
at 6 inside of the secure area.  I think what we have will serve the
purpose.

On 11/4/2010 10:53 AM, Brad Casterline wrote:
 True, in my case they did, but if they just specified coupling on Travis'
 job, maybe they know the break will avoid the entire system being one 
 huge antenna. Hopefully the wall is not metal stud!

 -Original Message-
 From: George Church [mailto:for...@ptd.net]
 Sent: Thursday, November 04, 2010 12:48 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: NON-METALLIC COUPLING

 And it may be they need non-metallic the length of the wall thickness

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad 
 Casterline
 Sent: Thursday, November 04, 2010 1:38 PM
 To: sprinklerforum@firesprinkler.org; tm...@mfpdesign.com
 Subject: RE: NON-METALLIC COUPLING

 Good deal-- Ron F. idea of di-electric would probably work 
 physically-- stop the flow of electrons-- but they are not 'non-metallic'.

 -Original Message-
 From: Travis Mack, SET [mailto:tm...@mfpdesign.com]
 Sent: Thursday, November 04, 2010 12:32 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: NON-METALLIC COUPLING

 I was able to calc it down with a short piece of 3 CPVC pipe.  Then 
 just use the CPVC x Grooved adapters.  Hopefully this will fly.  It is 
 all light hazard.

 On 11/4/2010 10:30 AM, Ron Greenman wrote:
 3 max on CPVC.

 On Thu, Nov 4, 2010 at 10:00 AM, Brad Casterline
 bcasterl...@fsc-inc.com   wrote:
 Do you mean the room is some kind of secure communications? I did 
 one
 recently- No metallic PENETRATION of the walls- (like an antenna) - 
 I
 guess
 a non metallic coupling would be like breaking the antenna- I went 
 steel
 up
 to the wall, steel to cpvc, cpvc through the wall, then back to 
 steel. Is
 4
 cpvc made?

 -Original Message-
 From: Travis Mack, SET [mailto:tm...@mfpdesign.com]
 Sent: Thursday, November 04, 2010 11:07 AM
 To: sprinklerforum@firesprinkler.org
 Subject: NON-METALLIC COUPLING

 I am working on a military project.  I have to provide a 
 non-metallic coupling on one side of wall.  It is a penetration into a
secured area.
 Any ideas on what to use as a non-metallic coupling for 4 sch 40 pipe?

 --
 Please feel free to call if you have any questions or comments.

 Sincerely,

 Travis Mack, SET
 MFP Design, LLC
 2508 E Lodgepole Drive
 Gilbert, AZ 85298
 Office (480) 505-9271
 Fax (866) 430-6107

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RE: Residential Room Design Method?

2010-11-03 Thread George Church
I believe Mr Caputo is under contract with NFPA to respond to requests for
interpretation, and that agreement precedes Mr Lake's departure to NFSA. As
a TC member he can give his opinion, but unless the TC considered it, it is
not official. 

I've used TC member informal opinions often and rarely encounter resistance.
I've also submitted responses from the Forum- both supporting and opposing
my position- to an AHJ so he can see the responses. I also explain who the
respondents are, so the credibility of the source can be considered.

We're strong proponents of AHJ training. I was frustrated by seeing only a
competitor or two at Convention and/or other seminars so if they don't want
to learn the code (and changes to it) then teach em to the AHJs so THEY Can
inform them in plan review and inspection. We've got about 20 or 25 coming
tonight to a firehouse (that we obtained use of for free) from 6-8 PM for
pizza and an intro to Residential Sprinklers, trying to de-mystify them and
show how simple they are. Afterward, attendees are invited to see a 13D
installation we did last week (with associated media coverage) which is a
mile down the road.

If we all reach out to do this once a month, even once a quarter, we'll
eventually have a group of people who may not understand it all, but they've
got the basic understanding that Res Spkrs are not intimidating,
unaffordable, ugly, or something that will drown you. We have a very long
way to go, and the sooner we start working the crowd, the sooner we'll get
sprinklers elected.

Stop being part of the problem and start being part of the solution! A
projector, laptop, and a PPT is all you need. Borrow a projector if you need
to, but go and do SOMETHING!

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Letterman,
Todd
Sent: Tuesday, November 02, 2010 6:54 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Residential Room Design Method?

He is now a fill in for Jim Lake of NFPA.

Todd Letterman
Fire Prevention Engineer CFPS
Riverside County Fire Department   Fire never sleeps
(951) 955-5273 FAX (951) 955-4886
todd.letter...@fire.ca.gov
 
 Life is not about waiting for the storm to pass but learning how to dance
in the rain
 
 
-Original Message-
From: Forest Wilson [mailto:cherokeefire...@aol.com]
Sent: Tuesday, November 02, 2010 2:29 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Residential Room Design Method?

I think that NFPA is forwarding emails they receive through this system to
select committee members.
That is why you were under the impression that Caputo is NFPA. He is a
committee member, not a representative of NFPA. (unless something has
changed).

On 11/2/2010 5:23 PM, Forest Wilson wrote:
 You need to be a member to receive an informal interpretation from the

 AFSA or NFSA.
 Is Bob's letter to you a formal interpretation or informal?
 It was my understanding that single committee members do not have 
 standing to issue formal interpretations, only the committee could.





 On 11/2/2010 5:05 PM, Carrol Glimstad wrote:
   I did go that route... I instead received a response from Mr. 
 Caputo with NFPA
 and he informed me that per 2002, ...the small rooms rule is not 
 applicable to
 the design consideration for residential occupancies.Unless I am

 wrong, (which I frequently am) although he (Roland) is a committee 
 member of the TCC for NFPA, he is with AFSA.  Trust me, I would LOVE 
 to get an official response from Mr. Huggins!  How would I go about 
 getting one from AFSA (i.e. Roland) ?
   But I do think I will forward some excerpts of this thread and see 
 where that gets me. (probably nowhere that I want to be...)
   Carrol Glimstad
 Sierra Fire Design
 916.475.4928



 
 From: Johnson, Duane (NIH/OD/ORS) [C]johnson...@mail.nih.gov
 To:
sprinklerforum@firesprinkler.orgsprinklerforum@firesprinkler.org
 Sent: Tue, November 2, 2010 12:59:44 PM
 Subject: RE: Residential Room Design Method?

 NFPA has an email accounts setup for all NFPA codes where you can
submit
 questions and receive code interpretations and technical answers.  
 The format is
 setup as nf...@nfpa.org.  Replace the # with the code you are 
 inquiring about. For example, if you have a question related to the 
 sprinkler code, you would submit your question to nfp...@nfpa.org.

 Then Roland can 'officially' respond.

 Duane Johnson, PE
 Program Manager
 Division of the Fire Marshal (Support Contractor) Office of Research 
 Services National Institutes of Health
 301-496-0487



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RE: Physical Science :)

2010-11-03 Thread George Church
Its not as easy as it sounds to change a 30-year old certification program
as you might think.
While it’s a PIA to drag around all the reference materials, you must also
appreciate the numerous concerns and integrity requirements and restrictions
faced by any testing agency. They need to prevent theft of test questions,
they need to make sure you are using a hand calculator rather than allowing
the possibility you'll run a calc program on a PC or programmable
calculator, that you know where to look things up based on familiarity with
the references rather than rely on a word search, etc.

NICET is moving along with PC-based testing at readily accessible testing
centers nationwide, with open scheduling and instant results. It’s a large
undertaking with substantial volunteer contribution to make it work. To
speed it along, participate and donate your time and energy to the industry
that puts food on your table.

NICET is also facing some competition in the market which may or may not
produce other streamlining of the process, but it is what it is and the
integrity of the process demands checking and validating the changes, and
that all takes time. Think of the 4 years +/- some of us have been involved
in the process, lugging ourselves to Alexandria, and -not to sound like the
proverbial schoolteacher, but I remember borrowing references from the
Atlanta fire marshal so I had to spend Fri afternoon going downtown, lugging
the books to the car, getting familiar with them Fri night, and lugging them
to the exam and on Monday AM back to City Hall. It builds character and
memories, like then-mayor Andrew Young getting in the elevator with me Fri
and observing what a fun weekend I must be stocking up for :)

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Wednesday, November 03, 2010 8:56 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Physical Science :)

Really, all of our codes are now in digital format.  Much easier to search
and cheaper for the company.  NICET needs to come into the 21st century with
this.  It's just crazy lugging 30-40 lbs of reference books to a test.  Had
one test that was on 2nd floor and had to tote the load up the stairs.  Just
plain ridiculous.

Craig L. Prahl, CET   
Fire Protection 
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Tuesday, November 02, 2010 7:08 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Physical Science :)

And don't forget to put index tabs on your references and take a 
dictionary with you.

What are they going to do when al this stuff is on our iPads?


At 06:39 PM 11/2/2010, you wrote:
Same here, Brian.  Of course I'm so old that when I took it with me 
it was only one volume, not two.
--

PARSLEY CONSULTING

Ken Wagoner, SET

760.745.6181 voice

760.745.0537 fax

parsleyconsult...@cox.net mailto:parsleyconsult...@cox.nete-mail

www.ParsleyConsulting.com http://www.ParsleyConsulting.comwebsite




On 11/2/2010 2:46 PM, Jamie.seidl wrote:
The fire protection handbook. It's all I used.

Jamie
Sent from my iPhone

On Nov 2, 2010, at 5:08 PM, Brian 
Harrisbr...@firstdefensefire.com  wrote:

Any recommendations for good reference material for the Physical Science
portion of the Nicet test?



Brian Harris

First Defense Fire Protection

11957 Ramah Church Road

Huntersville, NC 28078

Phone: 704.948.3506

Fax: 704.948.3507

Nicet # 128476







===
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RE: Physical Science :)

2010-11-03 Thread George Church
Someone can steal your car no matter what steps you take. Does that mean you
leave it unlocked with keys in it while parking on the streets of the city?

For the certification process to be meaningful, the integrity of the system
must be maintained within applicable requirements. And to test ability to do
calcs, and apply fundamental formulas, you must prove that without software-
just as experienced folks can size up a system at a site without a
calculator by KNOWING how the variables work with each other. That doesn't
come from inputting data and pushing a button, any more than inputting data
and pushing a button proves an understanding of the fundamental equations.

So, NO, you can't use all your tools. 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Wednesday, November 03, 2010 9:21 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Physical Science :)

Sure, it's a time consuming process to update and change, but really, we
should be able to use the tools we use on a regular daily basis in the
execution of our job.  Anyone here still doing their drawings with ink on
fabric, doing grid calcs on a pad with a pencil?  Doubt it, you wouldn't be
in business.  

Cheaters will always find a way to cheat no matter what methods or
procedures are in place.  

Craig L. Prahl, CET   
Fire Protection 
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Wednesday, November 03, 2010 9:22 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Physical Science :)

Its not as easy as it sounds to change a 30-year old certification program
as you might think.
While it's a PIA to drag around all the reference materials, you must also
appreciate the numerous concerns and integrity requirements and restrictions
faced by any testing agency. They need to prevent theft of test questions,
they need to make sure you are using a hand calculator rather than allowing
the possibility you'll run a calc program on a PC or programmable
calculator, that you know where to look things up based on familiarity with
the references rather than rely on a word search, etc.

NICET is moving along with PC-based testing at readily accessible testing
centers nationwide, with open scheduling and instant results. It's a large
undertaking with substantial volunteer contribution to make it work. To
speed it along, participate and donate your time and energy to the industry
that puts food on your table.

NICET is also facing some competition in the market which may or may not
produce other streamlining of the process, but it is what it is and the
integrity of the process demands checking and validating the changes, and
that all takes time. Think of the 4 years +/- some of us have been involved
in the process, lugging ourselves to Alexandria, and -not to sound like the
proverbial schoolteacher, but I remember borrowing references from the
Atlanta fire marshal so I had to spend Fri afternoon going downtown, lugging
the books to the car, getting familiar with them Fri night, and lugging them
to the exam and on Monday AM back to City Hall. It builds character and
memories, like then-mayor Andrew Young getting in the elevator with me Fri
and observing what a fun weekend I must be stocking up for :)

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Wednesday, November 03, 2010 8:56 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Physical Science :)

Really, all of our codes are now in digital format.  Much easier to search
and cheaper for the company.  NICET needs to come into the 21st century with
this.  It's just crazy lugging 30-40 lbs of reference books to a test.  Had
one test that was on 2nd floor and had to tote the load up the stairs.  Just
plain ridiculous.

Craig L. Prahl, CET   
Fire Protection 
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Tuesday, November 02, 2010 7:08 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Physical Science :)

And don't forget to put index tabs on your references and take a 
dictionary with you.

What are they going to do when al this stuff is on our iPads?


At 06:39 PM 11/2/2010, you wrote:
Same here, Brian.  Of course I'm so old that when I took it with me 
it was only one volume, not two.
--

PARSLEY CONSULTING

Ken Wagoner

RE: Mechanical closet obstruction

2010-11-03 Thread George Church
Hole, not whole. You spell like an engineer- could be construed as a
compliment:)

See, Craig- spellcheck wouldn't be allowed in a pselling test, but I use it
often :) 

Brad, Resign yourself that there will always be someone better- gives you a
motivation you don't get from being number one. Ask Nancy PelosiAhh,
some day we'll say Who? (or whom?)

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Casterline
Sent: Wednesday, November 03, 2010 9:47 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Mechanical closet obstruction

I know I should not take myself so seriously. The fact that I am not the
BEST sprink in the whole wide world does not bother me, but the thought that
someone might be BETTER does! When I realized the screw-up, I told myself it
was time to crawl back into the same whole I crawled out of
Thanks for the reply ;)

-Original Message-
From: craig.pr...@ch2m.com [mailto:craig.pr...@ch2m.com]
Sent: Wednesday, November 03, 2010 8:34 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Mechanical closet obstruction

Glad you fixed that, I stayed awake all day yesterday thinking about those
calculations..

Craig L. Prahl, CET   
Fire Protection
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Casterline
Sent: Wednesday, November 03, 2010 8:21 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Mechanical closet obstruction

This woke me up at 3:00 A.M.- it has error written all over it- I apologize
to the Forum, and vow to double check my numbers AND my motives before I
post anything. In terms of density vs fire power with little heads flowing a
minimum:
5.4 gal/min x 3.781 liter/gal/60= .3403 Kg/sec x 4,180 Kj/Kg= 1,422 Kw/500
Kw/tree= 2.84 big dry Christmas trees, not 6, and now I have to perish the
thought that one head in this closet seems inadequate somehow :)

-Original Message-
From: Brad Casterline [mailto:bcasterl...@fsc-inc.com] 
Sent: Tuesday, November 02, 2010 7:51 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Mechanical closet obstruction

Todd, maybe some words and numbers together would work, e.g., We put water
on floors. An obstruction is something that prevents the water from reaching
every square foot with a minimum density. 2 strips at 4x24 + 2 @
4x16=320/144=2.2 SF. (dbl chk 4-1.8=2.2) Maybe the head is just a 4.2 so
Q=12/2.2=5.4. This is a pretty decent density (36 X min).
12x3.781=45.372/60=.756 Kg/sec x 4,180 Kj/Kg/sec= 3,161 Kw/500 Kw/tree.
(Pardon my French with the numbers). It is not every day we get to give the
AHJ a density that could handle the fire power of 6 big dry Christmas trees
at peak burning rate with little heads flowing a minimum.


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RE: Physical Science :)

2010-11-03 Thread George Church
 Of George
Church
Sent: Wednesday, November 03, 2010 9:22 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Physical Science :)

Its not as easy as it sounds to change a 30-year old certification program
as you might think.
While it's a PIA to drag around all the reference materials, you must also
appreciate the numerous concerns and integrity requirements and
restrictions
faced by any testing agency. They need to prevent theft of test questions,
they need to make sure you are using a hand calculator rather than allowing
the possibility you'll run a calc program on a PC or programmable
calculator, that you know where to look things up based on familiarity with
the references rather than rely on a word search, etc.

NICET is moving along with PC-based testing at readily accessible testing
centers nationwide, with open scheduling and instant results. It's a large
undertaking with substantial volunteer contribution to make it work. To
speed it along, participate and donate your time and energy to the industry
that puts food on your table.

NICET is also facing some competition in the market which may or may not
produce other streamlining of the process, but it is what it is and the
integrity of the process demands checking and validating the changes, and
that all takes time. Think of the 4 years +/- some of us have been involved
in the process, lugging ourselves to Alexandria, and -not to sound like the
proverbial schoolteacher, but I remember borrowing references from the
Atlanta fire marshal so I had to spend Fri afternoon going downtown,
lugging
the books to the car, getting familiar with them Fri night, and lugging
them
to the exam and on Monday AM back to City Hall. It builds character and
memories, like then-mayor Andrew Young getting in the elevator with me Fri
and observing what a fun weekend I must be stocking up for :)

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Wednesday, November 03, 2010 8:56 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Physical Science :)

Really, all of our codes are now in digital format.  Much easier to search
and cheaper for the company.  NICET needs to come into the 21st century
with
this.  It's just crazy lugging 30-40 lbs of reference books to a test.  Had
one test that was on 2nd floor and had to tote the load up the stairs.
Just
plain ridiculous.

Craig L. Prahl, CET
Fire Protection
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
CH2MHILL Extension  74102
craig.pr...@ch2m.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd
Williams
Sent: Tuesday, November 02, 2010 7:08 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Physical Science :)

And don't forget to put index tabs on your references and take a
dictionary with you.

What are they going to do when al this stuff is on our iPads?


At 06:39 PM 11/2/2010, you wrote:
 Same here, Brian.  Of course I'm so old that when I took it with me
 it was only one volume, not two.
 --
 
 PARSLEY CONSULTING
 
 Ken Wagoner, SET
 
 760.745.6181 voice
 
 760.745.0537 fax
 
 parsleyconsult...@cox.net mailto:parsleyconsult...@cox.nete-mail
 
 www.ParsleyConsulting.com http://www.ParsleyConsulting.comwebsite
 
 
 
 
 On 11/2/2010 2:46 PM, Jamie.seidl wrote:
 The fire protection handbook. It's all I used.
 
 Jamie
 Sent from my iPhone
 
 On Nov 2, 2010, at 5:08 PM, Brian
 Harrisbr...@firstdefensefire.com  wrote:
 
 Any recommendations for good reference material for the Physical
Science
 portion of the Nicet test?
 
 
 
 Brian Harris
 
 First Defense Fire Protection
 
 11957 Ramah Church Road
 
 Huntersville, NC 28078
 
 Phone: 704.948.3506
 
 Fax: 704.948.3507
 
 Nicet # 128476
 
 
 
 
 
 
 
 ===
 Email scanned by PC Tools - No viruses or spyware found.
 (Email Guard: 7.0.0.21, Virus/Spyware Database: 6.16210)
 http://www.pctools.com/
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RE: Older Versions of NFPA

2010-11-02 Thread George Church
Stuff you learn when sitting in TC mtgs. Glad to share.
Rained in Phoenix, but got to see Fellow Forumite Ron Fletcher from Aero-
always a good thing.
#25 guru Russ Leavitt visited too- should be worth a NICET point or two:)

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Tuesday, November 02, 2010 8:01 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Older Versions of NFPA

George-
Thanks for the heads up

Brian Harris
FDFP Inc.
 
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Monday, November 01, 2010 5:17 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Older Versions of NFPA

NFPA is working on bringing archive versions of their codes online. In the
meantime, you'll generally find the newest edition as well as one back, the
one back edition intended to be the applicable one under the last I-Codes.
The above is what I've heard and how I understood it when it was explained
to me. It is NOT the official position of the NFPA blah blah.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Monday, November 01, 2010 4:41 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Older Versions of NFPA

Lamar-
I appreciate the offer, I have a 2002 at home I'll bring in but it looks
like allot of the older version aren't available anymore either. I also
tried 80a (1996) with no luck.

Brian Harris
FDFP Inc.
 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
lamarvau...@charter.net
Sent: Monday, November 01, 2010 4:36 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Older Versions of NFPA

Brian,
I don't have an answer as to why but it looks like '07  '10 are the only
ones in 13 available for review.I'll be glad to help if you have a specific
question from '02.Let me know off line if you want.

Lamar Vaughn,SET
678-429-3563


On Mon, Nov 1, 2010 at 4:20 PM, Brian Harris wrote:

 Why can't you view NFPA-13 2002 on the NFPA site anymore?

 Brian Harris

 First Defense Fire Protection

 11957 Ramah Church Road

 Huntersville, NC 28078

 Phone: 704.948.3506

 Fax: 704.948.3507

 Nicet # 128476






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RE: Mechanical closet obstruction

2010-11-02 Thread George Church
Explain that 2007 is nothing but a big TIA for 2002, maybe that will switch
on the light bulb. 
Ken from the other guys explained it that way and it seemed to have
clarity- until the explanation fell on CMS's ears ni Blatimore and they
explained the DOH doesn't (in fact, can't) enforce a TIA to the 1999 #13 for
any health care facility in the US, no matter what the applicable building
code references for applicable edition of #13. So you need to design to 1999
#13 AND the applicable edition, if there is mixed AHJs DOH and Local/State.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Cliff
Whitfield
Sent: Tuesday, November 02, 2010 9:24 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Mechanical closet obstruction

Todd,

I understand that you are using 2002 but I still believe a credible argument
exists in presenting the info from 2007.  The heads that are approved for
this condition are no different than the heads that you have installed.

Besides the section I already gave you (6.8.1.5.3.1) there is another that
is applicable - the 'shadow' rule - 6.7.7.1.5.7 - it sounds like what you
have meets this also.  In addition, if your mech room does not have a door
but merely an access panel the head is not even required unless it is a
gas-fired unit. (6.9.6)  All of these are from the 2007.  I don't have the
2002 handy.

Hope something helps with this situation!

Cliff
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Tuesday, November 02, 2010 7:05 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Mechanical closet obstruction

Probably to justify his job.

It is a 13R building under 2002. He didn't allow the exception because the
closet ceiling is greater than 5 ft (Actual 8ft). Still negotiating.


At 07:54 AM 11/2/2010, you wrote:
Interesting how a design issue has now turned into an unreasonable AHJ
issue
with demands for citations and suggestions for sprinkler locations.  
Looks like big $ to reconfigure all these mechanical spaces to be able 
to add sprinklers per their listings and avoid obstructions.  Why is 
the AHJ under the gun to justify and negotiate at this point?

Bill Brooks

William N. Brooks, P.E.
Brooks Fire Protection Engineering Inc.
372 Wilett Drive
Severna Park, MD 21146-1904
410-544-3620
410-544-3032 FAX
412-400-6528 Cell


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
lamarvau...@charter.net
Sent: Tuesday, November 02, 2010 7:13 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Mechanical closet obstruction

So ask this AHJ where he would like you to place this non-code 
compliant sprinkler in this space.I still think your best bet is to 
place it in the corner,that way you cover the most floor space (1/2 of 
2.222REALLY???)and get enough water bouncing around this spce till 
it finds the fire. :) And BTW,be sure to keep the head a minimum of 4 
off the wall . oh yea,you only HAVE 4.

Lamar Vaughn


On Mon, Nov 1, 2010 at 5:46 PM, Todd Williams wrote:

  I agree. This was a what do I do? call from a client this afternoon.
  He was going to try to meet with the AHJ, but he was the one who had 
  written it up as being obstructed. Someone at the Convention asked 
  me where I find these people. Directly or indirectly, they find me.
 
 
  At 05:39 PM 11/1/2010, you wrote:
  It's kind of ridiculous that you have to even have a discussion 
  about this.  What's the AHJ want you to do?
 
  Craig L. Prahl, CET
  Fire Protection Specialist
  Mechanical Department
  CH2MHILL
  Lockwood Greene
  1500 International Drive
  Spartanburg, SC  29304-0491
  Direct - 864.599.4102
  Fax - 864.599.8439
  craig.pr...@ch2m.com
  http://www.ch2m.com
 
 
  -Original Message-
  From: sprinklerforum-boun...@firesprinkler.org
  [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd 
  Williams
  Sent: Monday, November 01, 2010 5:27 PM
  To: sprinklerforum@firesprinkler.org
  Subject: RE: Mechanical closet obstruction
 
  The 16x16 duct runs vertically off the top of the unit. there is no 
  bottom of duct
 
 
 
  At 05:11 PM 11/1/2010, you wrote:
  Blow up the HVAC unit?, just ;)
 
  Locate the head with deflector at bottom of the 16 deep 
  obstruction. Show the section where head can be located up to 22 
  for obstructed construction.
 
  Tony
 
  -Original Message-
  From: sprinklerforum-boun...@firesprinkler.org
  [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
  Todd Williams
  Sent: November 1, 2010 3:01 PM
  To: sprinklerforum@firesprinkler.org
  Subject: RE: Mechanical closet obstruction
 
  Existing condition. Not going to happen
 
 
  At 04:43 PM 11/1/2010, you wrote:
  It may be hard for him to shove the HVAC unit against the wall.
  With
  the minimal 

RE: Residential Room Design Method?

2010-11-02 Thread George Church
But does it work?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland
Huggins
Sent: Tuesday, November 02, 2010 11:34 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Residential Room Design Method?

(BIG SNIP)   It was reasonable and prudent so it became criteria.

Roland


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RE: Oversized Fire Pump

2010-11-01 Thread George Church
No, it doesn't if the 150% is not available from the supply.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
Sent: Friday, October 29, 2010 6:30 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Oversized Fire Pump

As part of the pump test yes it has to flow 150%.
The biggest concern I'd have is the suction size. Everything else should
work at 4.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of A.P.Silva
Sent: Friday, October 29, 2010 3:41 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Oversized Fire Pump

Does it have to flow 150%. The system demand is 347 gpm, less than the rated
capacity.

Tony 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: October 29, 2010 3:31 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Oversized Fire Pump

At 150% flow, are you going to be drawing the suction pressure down too low?


At 05:25 PM 10/29/2010, you wrote:
Rahe and Charles thinking along the same line.  But so what to their point.
Code doesn't ask for a supply calc.  Don't do one. Code says system 
demand * time.  You've done that, end of story.  And in any event 
'overdischarging' a system is a benefit.  Higher density out of the 
first head. Much higher probability of suppression.

Odds are the small pipe won't be a problem with just one size difference.
As a FF we often trained pump operators with 1.5 and 2.5 hose feeding
1500 gpm pumps, we were deliberately taxing the inlet side so operators 
would see the results. 2.5 didn't always yield poor results as you'd 
think. We were using a hydrant supply. And the tank to pump line on 
these trucks is usually 3 with no problems. But it is technically a 
problem anywhere governed by 20 and there are stipulated pipe sizes 
that
are not met.

Chris Cahill

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Charles 
Thurston
Sent: Friday, October 29, 2010 3:09 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Oversized Fire Pump

Hello ,

Will it over supply the open sprinklers, Use water faster from the tank 
and cause an increase in the amount of water required to be stored to 
meet the duration ?

Friday, October 29, 2010, 3:59:24 PM, you wrote:


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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, CT
860.535.2080
www.fpdc.com

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RE: Oversized Fire Pump

2010-11-01 Thread George Church
yes

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of A.P.Silva
Sent: Friday, October 29, 2010 6:43 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Oversized Fire Pump

In a  previous post I quoted NFPA 20, 2007, section 14.2.7.2.2 which appears
to permit the pump to be tested at maximum allowable discharge, povided the
reduced flow exceeds the system demand. Won't that permit the pump to be
tested at less than 150%?

Thanks,

Tony 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
Sent: October 29, 2010 4:30 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Oversized Fire Pump

As part of the pump test yes it has to flow 150%.
The biggest concern I'd have is the suction size. Everything else should
work at 4.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of A.P.Silva
Sent: Friday, October 29, 2010 3:41 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Oversized Fire Pump

Does it have to flow 150%. The system demand is 347 gpm, less than the rated
capacity.

Tony 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: October 29, 2010 3:31 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Oversized Fire Pump

At 150% flow, are you going to be drawing the suction pressure down too low?


At 05:25 PM 10/29/2010, you wrote:
Rahe and Charles thinking along the same line.  But so what to their point.
Code doesn't ask for a supply calc.  Don't do one. Code says system 
demand * time.  You've done that, end of story.  And in any event 
'overdischarging' a system is a benefit.  Higher density out of the 
first head. Much higher probability of suppression.

Odds are the small pipe won't be a problem with just one size difference.
As a FF we often trained pump operators with 1.5 and 2.5 hose feeding
1500 gpm pumps, we were deliberately taxing the inlet side so operators 
would see the results. 2.5 didn't always yield poor results as you'd 
think. We were using a hydrant supply. And the tank to pump line on 
these trucks is usually 3 with no problems. But it is technically a 
problem anywhere governed by 20 and there are stipulated pipe sizes 
that
are not met.

Chris Cahill

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Charles 
Thurston
Sent: Friday, October 29, 2010 3:09 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Oversized Fire Pump

Hello ,

Will it over supply the open sprinklers, Use water faster from the tank 
and cause an increase in the amount of water required to be stored to 
meet the duration ?

Friday, October 29, 2010, 3:59:24 PM, you wrote:


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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, CT
860.535.2080
www.fpdc.com

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RE: Older Versions of NFPA

2010-11-01 Thread George Church
NFPA is working on bringing archive versions of their codes online. In the
meantime, you'll generally find the newest edition as well as one back, the
one back edition intended to be the applicable one under the last I-Codes.
The above is what I've heard and how I understood it when it was explained
to me. It is NOT the official position of the NFPA blah blah.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Monday, November 01, 2010 4:41 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Older Versions of NFPA

Lamar-
I appreciate the offer, I have a 2002 at home I'll bring in but it looks
like allot of the older version aren't available anymore either. I also
tried 80a (1996) with no luck.

Brian Harris
FDFP Inc.
 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
lamarvau...@charter.net
Sent: Monday, November 01, 2010 4:36 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Older Versions of NFPA

Brian,
I don't have an answer as to why but it looks like '07  '10 are the only
ones in 13 available for review.I'll be glad to help if you have a specific
question from '02.Let me know off line if you want.

Lamar Vaughn,SET
678-429-3563


On Mon, Nov 1, 2010 at 4:20 PM, Brian Harris wrote:

 Why can't you view NFPA-13 2002 on the NFPA site anymore?

 Brian Harris

 First Defense Fire Protection

 11957 Ramah Church Road

 Huntersville, NC 28078

 Phone: 704.948.3506

 Fax: 704.948.3507

 Nicet # 128476






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residential sprinklers on the TV

2010-10-27 Thread George Church
http://pahomepage.com/fulltext?nxd_id=159316


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RE: Maximum Deflector Distance below Z Purlins

2010-10-26 Thread George Church
Are you sure there is no insulation between the Z purlins to make them
unobstructed construction? I'm skimming this email, but I don't recall
seeing any without it unless its outside storage with a roof over it. And
the idea of thinking you've got sprinklers in the pocket of 9.5 deep Z
purlins runs counter to anything I'd contemplate in a pre-engineered metal
building.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matthew J.
Willis
Sent: Tuesday, October 26, 2010 2:34 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Maximum Deflector Distance below Z Purlins

And there it is..,

R/
Matt

 

 

Matthew J. Willis, CET
Automatic Fire Sprinklers
Norred Fire Systems L.L.C.
318-387-1134 Voice
318-816-1087 Mobile
318-387-1163 Facsimile
m...@norredfire.com

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum- boun...@firesprinkler.org] On Behalf Of Ben 
 Young
 Sent: Tuesday, October 26, 2010 1:27 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: Maximum Deflector Distance below Z Purlins
 
 8.6.4.1.2 only says you have to pick one of the following, not comply 
 with all of them.
 (3) is only there as a worst case scenario, especially when you read 
 the explanitory text in the handbook.  You should only take this 
 option if you cannot take any other, and must place sprinklers in 
 every bay space, because you can't meet the obstruction rules in 
 8.6.5.1.2.  If you have a handbook, exhibit 8.18 shows it perfectly.
 
 
 
 Benjamin Young
 
 
 
 On Tue, Oct 26, 2010 at 2:12 PM, Matthew J. Willis
 m...@norredfire.comwrote:
 
  I could agree. Everyone likes a good ceiling jet. But, there is no
 mention
  of ceiling jet, only 1-12 when equally spaced in bays. I will 
  offer a simple question then. Why is this statement (3) in there if 
  1-6 below
 is
  the only concern? The other references to bay confirm this. Such as 
  rotating branch lines but sprinklers must be installed in bays 
  Spacing at
 12.5
  for EH in 25' Bays,
 
 
 
 
 
  Matthew J. Willis, CET
  Automatic Fire Sprinklers
  Norred Fire Systems L.L.C.
  318-387-1134 Voice
  318-816-1087 Mobile
  318-387-1163 Facsimile
  m...@norredfire.com
 
   -Original Message-
   From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-
   boun...@firesprinkler.org] On Behalf Of Brad Casterline
   Sent: Tuesday, October 26, 2010 1:07 PM
   To: sprinklerforum@firesprinkler.org
   Subject: RE: Maximum Deflector Distance below Z Purlins
   
   And I think he should be fine as long as he is not more than 6
 below
  the
   bottom of the purlins, but then, I am a CEILING JET FREAK. Early
 this
   year
   Roland straightened out a concerned poster by mentioning the
 MOMENTUM of
   the
   ceiling jet- I thought 'ya, what Roland said', then I fire 
   modeled
 some
   set-ups, and thought 'YA, WHAT ROLAND SAID'!
   
   
   -Original Message-
   From: Ralphy Henderson [mailto:ralphbuccan...@yahoo.com]
   Sent: Tuesday, October 26, 2010 12:43 PM
   To: sprinklerforum@firesprinkler.org
   Subject: RE: Maximum Deflector Distance below Z Purlins
   
   I agree... that would mean the 12 from deck would come into effect.
 I
   think
   9.2.4.2 (in the 07 ed) helps clarify what is meant by bay also.
   As far as Mike's original post goes, with 9 1/2 z-purlins, he
 should be
   fine as long as he's not more than 2 1/2 below the bottom of 
   the purlins.
   
   --- On Tue, 10/26/10, Matthew J. Willis m...@norredfire.com wrote:
   
   From: Matthew J. Willis m...@norredfire.com
   Subject: RE: Maximum Deflector Distance below Z Purlins
   To: sprinklerforum@firesprinkler.org
   Date: Tuesday, October 26, 2010, 5:20 PM
   
   Good question. It is not defined in Chapter 3; however, there 
   are
  several
   examples of bay throughout the standard. In particular note 
   the
  figures
   showing typical calc areas. Bay as I understand it, is the 
   area
  between
   the Frames that the purlin rest on.
   
   
   R/
   Matt
   
   
   
   
   
   Matthew J. Willis, CET
   Automatic Fire Sprinklers
   Norred Fire Systems L.L.C.
   318-387-1134 Voice
   318-816-1087 Mobile
   318-387-1163 Facsimile
   m...@norredfire.com
   
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org [mailto:
  sprinklerforum-
boun...@firesprinkler.org] On Behalf Of Brad Casterline
Sent: Tuesday, October 26, 2010 11:54 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Maximum Deflector Distance below Z Purlins

It is something to think about I guess. But since the purlins 
are
 the
structural members impeding the heat flow, where does BAY 
come
 in?

-Original Message-
From: Matthew J. Willis [mailto:m...@norredfire.com]
Sent: Tuesday, October 26, 2010 8:58 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Maximum Deflector 

RE: Maximum Deflector Distance below Z Purlins

2010-10-25 Thread George Church
If it has insulation draped from top to top of the Z purlins, you can
measure from the underside of the NOMINAL DEPTH OF INSULATION and ignore
where it goes back up to the top of the Z. Likely there's 8 or 10'
insulation and treated like a smooth ceiling from which to measure from
below its NOMINAL location.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Mike
Hairfield
Sent: Monday, October 25, 2010 2:44 PM
To: AFSA SprinklerFORUM
Subject: Maximum Deflector Distance below Z Purlins


OK Metal building with 9 1/2 Z-Purlins, what is maximum distance that the
deflector can be below the bottom of the Purlin.
 
Mike  
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RE: Re-Using Sprinklers

2010-10-25 Thread George Church
I think a TC member summed it up once-
I do it because the market in which I compete dictates I must do it. I know
I shouldn't. 
Doesn't improve installations by us hoping we can use new but never getting
a job competing against those that re-use.

Or words to that effect, was a couple years ago and I'm 50.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Forest Wilson
Sent: Monday, October 25, 2010 5:10 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Re-Using Sprinklers

A quicker option may be to seek an informal opinion from afsa or nfsa.


On 10/25/2010 4:49 PM, Thom wrote:
 My obvious reply would be where does it say that's OK?
 But rather I would say if you believe that? Submit it to 13 committee and
see if they agree.

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 cherokeefire...@aol.com
 Sent: Monday, October 25, 2010 2:09 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: Re-Using Sprinklers



 Sent from my Verizon Wireless Phone

 - Forwarded message -
 From: cherokeefire...@aol.comcherokeefire...@aol.com
 Date: Mon, Oct 25, 2010 4:08 pm
 Subject: Re: Re-Using Sprinklers
 To: Brian Harrisbr...@firstdefensefire.com


 I differ with the opinion below.
 If we expand on that line of thought, we would have to change sprinklers
if a portion of the fire sprinkler system in a building was shut down, ie
replacement of main piping.
 I think if the sprinkler is not removed from the connection, there is no
need to change it.

 Forest Wilson
 Cherokee Fire
 Sent from my Verizon Wireless Phone

 - Reply message -
 From: Brian Harrisbr...@firstdefensefire.com
 Date: Mon, Oct 25, 2010 3:58 pm
 Subject: Re-Using Sprinklers
 To:sprinklerforum@firesprinkler.org

 Thom-
 Thanks for the input.

 Brian Harris
 FDFP Inc.


 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
 Sent: Monday, October 25, 2010 3:43 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Re-Using Sprinklers

 NFPA13,1999 3-2 Sprinklers.
 3-2.1
 Only new sprinklers shall be installed.

 NFPA 13,2002 6.2 Sprinklers.
 6.2.1 General. Only new sprinklers shall be installed.

 NFPA 13, 2007 6.2 Sprinklers.
 6.2.1 General. Only new sprinklers shall be installed.

 There is no written justification to Re-install any sprinklers in an 
 existing system. As previously stated this doesn't stop that from 
 happening, when it can be done without removing the head from the 
 fitting. (This just sort of sidesteps the issue of re-installation by 
 saying the head was never removed. But the pipe system or fitting the 
 head was connected to was removed and re-installed.) Perhaps you could 
 write a clarification for the next code cycle, and let the committee 
 clarify the position of 13 on this issue.

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian 
 Harris
 Sent: Monday, October 25, 2010 12:29 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Re-Using Sprinklers

 Ron-
 Was there ever anything in writing that allowed that?

 Brian Harris
 FDFP Inc.


 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron 
 Greenman
 Sent: Monday, October 25, 2010 2:12 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: Re-Using Sprinklers

 In the older, robust heads, those that we used to fill a bucket up 
 with and didn't worry so much about, this was common practice, but 
 nowadays I'd question the wisdom od doing so. Too much of a chance for 
 the to toss a bunch of headed drops into a bucket and have those 
 heads banging around.

 On Mon, Oct 25, 2010 at 10:25 AM, Brian Harris 
 br...@firstdefensefire.com  wrote:
 Reed-
 Pretty much the same thing I came up with, maybe what I was taught 
 was
 old
 school ... Thanks anyway.

 Brian Harris
 FDFP Inc.


 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Reed 
 Roisum
 Sent: Monday, October 25, 2010 12:58 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Re-Using Sprinklers

 All I could find was 6.1.2.2 and 6.2.1 in 07 ed.  Nothing about what 
 you
 are
 referring to.

 Reed A. Roisum, CET

 Ulteig Engineers, Inc.
 3350 38th Avenue S.
 Fargo, ND 58104
 www.ulteig.com


 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian
 Harris
 Sent: Monday, October 25, 2010 10:08 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Re-Using Sprinklers

 I was taught that you could re-use a sprinkler as long as it wasn't
 removed
 from the reducing 

RE: A matter of conscience

2010-10-14 Thread George Church
I, too salute that. Our new estimator asked us to run some dwgs up to him
while he awaited test results at the hospital for what turned out to be
gallstones. We did. It seems there are a lot of us in this business that are
sickeningly dedicated.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of John Drucker
Sent: Thursday, October 14, 2010 10:07 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: A matter of conscience

Thomas,

Best Wishes this morning, but I must say you sir are truly boots on the
ground taking the time to address a sprinkler issue while awaiting a
procedure in the cardiac unit.

Again Best Wishes to a full recovery.

Humbly

John Drucker Jr CET
Fire Protection Subcode Official
Fire/Building/Electrical Inspector
Borough of Red Bank, NJ 
 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thomas Watt
Sent: Wednesday, October 13, 2010 8:54 PM
To: sprinklerforum@firesprinkler.org; bcasterl...@fsc-inc.com
Subject: Re: A matter of conscience

Sorry for the delayed response. I am currently in the cardiac unit awaiting
a heart cath in the morning.
I remember the retaining nuts being provided with the Sammy screws and never
thought of them as being optional. (no sarcasm intended) However, when the
boss says Just do it I did as I was told.

On the other hand, I remember reading here that 1 1/2 split-ring hangers
are only rated at 160#. Far short of NFPA13 requirements. Since reading
that, I have only used them as stand-off rings for attaching pipe to walls
and floors.

With this heavy galvanized dry system hanging from all these weak links, do
I really have nothing to fear when that valve trips?  If one hanger fails,
then the next closest ones fail, etc
 I think I just want something to worry about other than my health.

Thomas Watt
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RE: Calcium Chloride antifreeze protection

2010-10-13 Thread George Church
Believe me, I think outside the box more often than my design staff is
comfortable with.
A year ago we had a project that could only be done within the code by using
a PLD diesel.
PLDs for Tier 3 engines weren't approved yet. 
BUT- they were in final testing.
So we ordered a Tier 3 variable speed engine with our pump and now that the
ECM version of the PLD is available, field retrofit it yesterday. FM
Approvals rep, local FM rep, Joslyn clark factory rep, local controller rep,
Clarke/Deere factory guy with software upgrade and new engine control panel,
Aurora pump local reps, our guy and the customer al in attendance. Would
have had UL there, too, but its an FM account and they didn't believe it was
necessary after I surveyed some friends on the insurance side and they said
if it was accepted by FM, didn't need both. 

No one else has ever retrofit a PLD like this. Nice thing (except for the $)
was that since they make a small selection of variable speed Tier 3 engines,
it ran 2104 rpm at churn, 2101 rpm at 150% (4500 GPM!) because it’s a 572 HP
pump, over 100 HP more than we needed and the largest Clarke has. Variable
pitch blades in the turbo to maintain emissions, not your father's
Oldsmobile. 

So there are times I stick with tried and true; but the largest project
we've completed was performance-based design outside #13 based on Section
1.5 Equivalency. Balance when old stuff is best, not afraid to try something
new if it makes sense.

Glc
A little mom and pop sprinkler company in Snyder County, PA.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Wednesday, October 13, 2010 11:12 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Calcium Chloride antifreeze protection

Matt- it never was 'up for consideration' as a possible resolution- just
another one of my hair-brained hypotheticals- (my latest for solving the AF
problem was inspired by G as he ripped me to shreds- I call it Mexican
Jumping Water- moving water is harder to freeze). I have no problem with
doing things the way they have always been done, but being level 4, I feel
bad when someone asks me why I am doing something that way, the only reason
I can give them is Because that is how it is has always been done. This
industry needs, young, original thinkers, and old, stodgy thinkers both.   

-Original Message-
From: Ron Greenman [mailto:rongreen...@gmail.com]
Sent: Wednesday, October 13, 2010 9:29 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Calcium Chloride antifreeze protection

Matt,

It corrodes steel, it leaks, it's not listed for the use, it's not one of
the few acceptable chemicals allowed in 13…. You make your call from info
like that. Ethylene glycol lowers the freezing point of water but is poison.
Sugar does also but it's a long strand carbon molecule that will burn..
Gasoline freezes at a much lower temperature than water but is probably not
a good solution to the problem. Like our discussion on centrifugal pumps and
raising water with Rube Goldberg solutions: what George said--you can but
that doesn't necessarily mean you should.

On Wed, Oct 13, 2010 at 7:14 AM, Matt Grise m...@afpsprink.com wrote:
 I know we have gone over this in previous emails, but I could not find 
 one
that ever mentioned a resolution.

 Other than the corrosion/ seepage concerns for steel piping, was there 
 any
finding on whether or not it was ok to use CaCl as an anti-freeze additive?

 Matt Grisé PE*, LEED AP
 Sales Engineer
 Alliance Fire Protection
 *Licensed in KS  MO

 913.888.0647 ph
 913.888.0618 f
 913.927.0222 cell
 www. AFPsprink.com

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--
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
AFSA, SFPE, ASCET, NFPA, NFSA, AFAA, ASEE, NIBS, WSAFM, WFC

They are happy men whose natures sort with their vocations. -Francis Bacon,
essayist, philosopher, and statesman (1561-1626)
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RE: Calcium Chloride antifreeze protection

2010-10-13 Thread George Church
Like our friend's brilliant son's formula for solving calcs without trial
and error.
Asked why we use trial and error instead of just solving it, and worked on
the formula until he got it right.
A rocket scientist in our business couldn't find fault with it.
 A lot of midnight oil but Cecil will someday be teaching a class on
hydraulic calcs and teach students a formula named after his son who
developed it. Skyman is a chip off the old Cecil. 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
Sent: Wednesday, October 13, 2010 12:16 PM
To: sprinklerforum@firesprinkler.org; bcasterl...@fsc-inc.com
Subject: RE: Calcium Chloride antifreeze protection

So what your saying is when you run into something in the code or standard
that has been there a while, you question if this is the only way to do it?
That's always a good start, but for things to change you also have to be
willing to follow thru and do the research, testing and get the Proof that
your alternative will perform as well as or better than the existing
approved practice, and then commit to that all important step---Submit it
for review (Proposal to NFPA)

We all have what we consider Good ideas from time to time, but how many of
us follow thru?

Follow thru on finding a new safe antifreeze, and then name it after
yourself, or your dog or a beloved member of this forum. But you can't even
consider what to name it until you've paid the due's.

Thom

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Wednesday, October 13, 2010 9:12 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Calcium Chloride antifreeze protection

Matt- it never was 'up for consideration' as a possible resolution- just
another one of my hair-brained hypotheticals- (my latest for solving the AF
problem was inspired by G as he ripped me to shreds- I call it Mexican
Jumping Water- moving water is harder to freeze). I have no problem with
doing things the way they have always been done, but being level 4, I feel
bad when someone asks me why I am doing something that way, the only reason
I can give them is Because that is how it is has always been done. This
industry needs, young, original thinkers, and old, stodgy thinkers both.   


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RE: Type of pump for UG storage tanks

2010-10-11 Thread George Church
Is there some compelling reason you'd like to stray from NFPA 20 ?
I don't know the details of what suction flange or manway might be used to
gain suction, but it doesn't sound that tough to figure out a way to do it
in compliance with the code, without vacuum pumps? Somehow I've made it thru
36 years without having to resort to this arrangement- is there a UL Listing
on that vacuum pump, or was it simply accepted by the AHJ on faith it would
work?

I realize you might be able to arrange something that would function- but
seriously, water supplies should be kept simple and reliability. Just
because you CAN doesn't mean you SHOULD.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Monday, October 11, 2010 8:26 AM
To: sprinklerforum@firesprinkler.org; 'Coastal'
Subject: RE: Type of pump for UG storage tanks

Thanks, this is great! Why not post it to the Forum? I think it would help
Ralph B- the original poster. If you do not want to, can I? 

-Original Message-
From: Coastal [mailto:coastalf...@sc.rr.com]
Sent: Sunday, October 10, 2010 3:43 PM
To: Brad
Subject: Re: Type of pump for UG storage tanks

Hello Brad,

We deal with 1 property that the sole source of water supply is the
in ground swimming pool. There is a horizontal split case fire pump in the
riser room along with all the other required equipment. One of the items
required is a vacuum pump that is piped into the typical vent of the
automatic air release on the top of the pump casing. The vacuum pump is
controlled by a vacuum switch on this line. If I remember right from last
time I had any dealings with this location is the vacuum switch is set to
keep -25 inches of vacuum on the line. As long as the air release is open
the vacuum pump runs sucking the water from the pool through the underground
and up about 12 feet into the pump casing. When the air release closes then
it draws vacuum on the piping and the vacuum pump shuts off. The only
problem I know of with this setup at this location in the past 8 years or so
is the K Type flexible coupling between the motor and pump wore out (the
installation has been there about 2
 0 years). 

We also deal with a location where the horizontal pump draws from an
in ground pond. This one has the footer valve at the intake screen, 100
gallon tank mounted in the ceiling of the pump house to prime the suction
line. There is a small household type well pump to refill the 100 gallon
tank.

I much prefer the location with the vacuum pump to work on.

Sunday, October 10, 2010, 3:30:28 PM, you wrote:

 George, if you shape 15 pounds of water into a 1 square 'bar' it 
 would be 34' tall. The same thing with air will be 5 miles tall. These 
 bars of air are easy to forget about bcoz they are invisible and have 
 been with us all our lives. A 10' square swimming pool has 14,400 of them
sitting on top!
Say
 the pool is 7' deep- stand a piece of 6x40' Sch 10 up in it with 6'
 submerged. Now, 32 of these bars are inside the pipe, and the rest
outside.
 FORCE IS IN THE DIRECTION OF DECREASING POTENTIAL. As you lower the 
 potential at the top of the pipe by removing the bars of air there, 
 the direction of the force is up. This is the way a straw works. Once 
 all 32
of
 the bars of air have been removed, the water will be at the top of the
pipe.
 Now put a pump impeller at the top of the pipe, take it out of the 
 pool,
and
 turn it horizontal. From Bernoulli's Principle, if the velocity at the 
 discharge is higher than at the suction, then the pressure (potential)
will
 be lower there, and the direction of the force (flow) will be from 
 suction to discharge. I have no experience with being the President of 
 a company-
so
 would think twice before refuting something you said you thought you knew.
 The ONLY problem I am still having with my own scenario is- would an 
 auto air release at the top of the rise out of the tank work? I KNOW a 
 vacuum pump there would work.

 -Original Message-
 From: George Church [mailto:for...@ptd.net]
 Sent: Friday, October 08, 2010 3:03 PM
 To: sprinklerforum@firesprinkler.org; bcasterl...@fsc-inc.com
 Subject: RE: Type of pump for UG storage tanks

 ???
 Unless the tank ws installed upside down, you'd don't have positive
suction
 head above the waterline. I don't have an equation to support it, but 
 its easy to field test.

 Ralphy- go to CSI's website and look at typical drawings of the 
 vertical turbine pumps, either into a belly if there is one, or- well,
punt.

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
 Sent: Friday, October 08, 2010 1:43 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Type of pump for UG storage tanks

 Psia in ft of head is 14.7/.433--- if not a vert turbine, you will 
 need a big, slow pump. A horizontal pump cannot

RE: Type of pump for UG storage tanks

2010-10-11 Thread George Church
Ralphy-
If the tank doesn't have a belly to drop a vertical turbine in it, run off
the suction nozzle to a wet well and drop the vert turbine in that. Meets
code, works, very simple and reliable. Run the wet well to where your pump
house goes or the building if that's where you're putting the pump. Make
sure the UG is sized to allow the necessary flow over whatever
distance/vertical drop you have.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
Sent: Monday, October 11, 2010 12:17 PM
To: sprinklerforum@firesprinkler.org; 'Charles Thurston'
Subject: RE: Type of pump for UG storage tanks

Seems to me that NFPA 20 does say not to do this! NFPA 20, 2007, 7.3.5.2.2
This valve shall also admit air to the column to dissipate the vacuum upon
stopping of the pump.

Your systems sucks, but doesn't meet code, Have a happy day in court!

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Charles
Thurston
Sent: Monday, October 11, 2010 8:37 AM
To: George Church
Subject: Re: Type of pump for UG storage tanks

Hello George,

I was just commenting on 2 of the systems I have seen out here. Seems to me
the cost of trying to do something like these would be more than the cost of
doing it in a fully code compliant manner, Rather than skirting the edges.

Monday, October 11, 2010, 10:07:06 AM, you wrote:

 Is there some compelling reason you'd like to stray from NFPA 20 ?
 I don't know the details of what suction flange or manway might be 
 used to gain suction, but it doesn't sound that tough to figure out a 
 way to do it in compliance with the code, without vacuum pumps? 
 Somehow I've made it
thru
 36 years without having to resort to this arrangement- is there a UL
Listing
 on that vacuum pump, or was it simply accepted by the AHJ on faith it
would
 work?

 I realize you might be able to arrange something that would function- 
 but seriously, water supplies should be kept simple and reliability. 
 Just because you CAN doesn't mean you SHOULD.

 glc


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RE: Type of pump for UG storage tanks

2010-10-11 Thread George Church
Yes, it will take a vertical turbine pump. See manufacturer's cut sheets
(Xerxes, CSI, Floway), brochures, and NFPA 20 for examples.

Hmm. It IS vertical turbine pumps we're talking about.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ralphy
Henderson
Sent: Friday, October 08, 2010 1:14 PM
To: sprinklerforum@firesprinkler.org
Subject: Type of pump for UG storage tanks

Hello,

I have a GC that installed a poly-tank underground in anticipation of a
future sprinkler system and pump. The pump will be installed above ground at
a higher elevation than the tanks. Will this require a vertical turbine pump
to be able to draw from an underground tank? I've never seen this done...Any
advice on this?
Thanks,
Ralph B.




  
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RE: Check valve for antifreeze system

2010-10-11 Thread George Church
I like the Dunkin Donut Holes..seriously, just drill a hole in the
clapper, nothing more complex tan that.
Assuming you don't have a BFP stopping the expansion in the system???
Otherwise you'd need an expansion tank, not a hole.

glc 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby Gillett
Sent: Monday, October 11, 2010 3:38 PM
To: sprinklerforum@firesprinkler.org
Subject: Check valve for antifreeze system

The check valve in an antifreeze loop is to have a 1/32” hole in the clapper
per NFPA 13-2007 7.6.3. We need an 1¼ for replacement, is there somewhere
that these are available or do you normally drill a hole in the clapper? If
you drill a hole is there a “preferred” style/brand for this?

 

Thank you,

 

Bobby Gillett

Sr. Project Manager

Key Fire Protection, Inc.

(731) 424-0130 office  (731) 424-9285 fax 

(731) 267-4853 cell

 mailto:bobby.gill...@keyfireprotection.com
bobby.gill...@keyfireprotection.com

 

 

 

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RE: Check valve for antifreeze system

2010-10-11 Thread George Church
I've never heard of anyone selling these pre-drilled. You're doing exactly
what the red book says to do.

There are risks associated with using AF solutions in a nursing home, as I'm
sure you're aware- the listing on a check in an AF loop isn't one I'd lose
any sleep over. But I'd be darn sure you can use the AF solutions that
DIDN'T go BOOM in the recently released testing. That way you aren't
installing a time bomb that would give the plaintiffs the keys to your shop,
and with the recent brouhaha on AF, could make you negligent. If it is a low
pressure system, that would help you have a foot on the ground upon which to
further protect yourself, I believe higher pressure is smaller droplets is
more surface area is more chance for boom.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby Gillett
Sent: Monday, October 11, 2010 4:05 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Check valve for antifreeze system

Correct, no BFP on this one. It is a state inspected nursing home, so if I
can buy one I will. That way if it is listed with the hole in it I can
supply the cut sheet and they can’t come back and say we altered it and the
listing went away. 

 

Thanks all.

 

Bobby Gillett

Sr. Project Manager

Key Fire Protection, Inc.

(731) 424-0130 office  (731) 424-9285 fax 

(731) 267-4853 cell

 mailto:bobby.gill...@keyfireprotection.com
bobby.gill...@keyfireprotection.com

 

 

  _  

From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Monday, October 11, 2010 3:09 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Check valve for antifreeze system

 

I like the Dunkin Donut Holes..seriously, just drill a hole in the
clapper, nothing more complex tan that.
Assuming you don't have a BFP stopping the expansion in the system???
Otherwise you'd need an expansion tank, not a hole.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby Gillett
Sent: Monday, October 11, 2010 3:38 PM
To: sprinklerforum@firesprinkler.org
Subject: Check valve for antifreeze system

The check valve in an antifreeze loop is to have a 1/32” hole in the clapper
per NFPA 13-2007 7.6.3. We need an 1¼ for replacement, is there somewhere
that these are available or do you normally drill a hole in the clapper? If
you drill a hole is there a “preferred” style/brand for this?



Thank you,



Bobby Gillett

Sr. Project Manager

Key Fire Protection, Inc.

(731) 424-0130 office  (731) 424-9285 fax

(731) 267-4853 cell

 mailto:bobby.gill...@keyfireprotection.com
bobby.gill...@keyfireprotection.com







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  _  

No virus found in this message.
Checked by AVG - www.avg.com
Version: 10.0.1136 / Virus Database: 422/3190 - Release Date: 10/11/10

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RE: Check valve for antifreeze system

2010-10-11 Thread George Church
http://www.nfpa.org/itemDetail.asp?categoryID=2064itemID=48038
http://www.nfpa.org/assets/files//PDF/Research/RFAntifreezeSprinklers.pdf
http://www.nfpa.org/assets/files//PDF/Research/RFAntifreezeSprinklerSystemPh
2.pdf

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby Gillett
Sent: Monday, October 11, 2010 4:22 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Check valve for antifreeze system

United Brass has one that Pete just sent the link to me on. This is for
repair, it is supplying two sprinklers on a front porch and has been using
Propylene Glycol. Do you have a link/source to the solutions that DIDN’T go
BOOM in the recently released testing?

 

Bobby Gillett

Sr. Project Manager

Key Fire Protection, Inc.

(731) 424-0130 office  (731) 424-9285 fax 

(731) 267-4853 cell

 mailto:bobby.gill...@keyfireprotection.com
bobby.gill...@keyfireprotection.com

 

 

  _  

From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Monday, October 11, 2010 3:20 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Check valve for antifreeze system

 

I've never heard of anyone selling these pre-drilled. You're doing exactly
what the red book says to do.

There are risks associated with using AF solutions in a nursing home, as I'm
sure you're aware- the listing on a check in an AF loop isn't one I'd lose
any sleep over. But I'd be darn sure you can use the AF solutions that
DIDN'T go BOOM in the recently released testing. That way you aren't
installing a time bomb that would give the plaintiffs the keys to your shop,
and with the recent brouhaha on AF, could make you negligent. If it is a low
pressure system, that would help you have a foot on the ground upon which to
further protect yourself, I believe higher pressure is smaller droplets is
more surface area is more chance for boom.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby Gillett
Sent: Monday, October 11, 2010 4:05 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Check valve for antifreeze system

Correct, no BFP on this one. It is a state inspected nursing home, so if I
can buy one I will. That way if it is listed with the hole in it I can
supply the cut sheet and they can’t come back and say we altered it and the
listing went away.



Thanks all.



Bobby Gillett

Sr. Project Manager

Key Fire Protection, Inc.

(731) 424-0130 office  (731) 424-9285 fax

(731) 267-4853 cell

 mailto:bobby.gill...@keyfireprotection.com
bobby.gill...@keyfireprotection.com





  _ 

From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Monday, October 11, 2010 3:09 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Check valve for antifreeze system



I like the Dunkin Donut Holes..seriously, just drill a hole in the
clapper, nothing more complex tan that.
Assuming you don't have a BFP stopping the expansion in the system???
Otherwise you'd need an expansion tank, not a hole.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby Gillett
Sent: Monday, October 11, 2010 3:38 PM
To: sprinklerforum@firesprinkler.org
Subject: Check valve for antifreeze system

The check valve in an antifreeze loop is to have a 1/32” hole in the clapper
per NFPA 13-2007 7.6.3. We need an 1¼ for replacement, is there somewhere
that these are available or do you normally drill a hole in the clapper? If
you drill a hole is there a “preferred” style/brand for this?



Thank you,



Bobby Gillett

Sr. Project Manager

Key Fire Protection, Inc.

(731) 424-0130 office  (731) 424-9285 fax

(731) 267-4853 cell

 mailto:bobby.gill...@keyfireprotection.com
bobby.gill...@keyfireprotection.com







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  _ 

No virus found in this message.
Checked by AVG - www.avg.com
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RE: Type of pump for UG storage tanks

2010-10-08 Thread George Church
???
Unless the tank ws installed upside down, you'd don't have positive suction
head above the waterline. I don't have an equation to support it, but its
easy to field test.

Ralphy- go to CSI's website and look at typical drawings of the vertical
turbine pumps, either into a belly if there is one, or- well, punt.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Friday, October 08, 2010 1:43 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Type of pump for UG storage tanks

Psia in ft of head is 14.7/.433--- if not a vert turbine, you will need a
big, slow pump. A horizontal pump cannot suck water up, but positive suction
head will be 34' above the tank water level.

-Original Message-
From: Ralphy Henderson [mailto:ralphbuccan...@yahoo.com]
Sent: Friday, October 08, 2010 12:14 PM
To: sprinklerforum@firesprinkler.org
Subject: Type of pump for UG storage tanks

Hello,

I have a GC that installed a poly-tank underground in anticipation of a
future sprinkler system and pump. The pump will be installed above ground at
a higher elevation than the tanks. Will this require a vertical turbine pump
to be able to draw from an underground tank? I've never seen this done...Any
advice on this?
Thanks,
Ralph B.




  
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RE: Type of pump for UG storage tanks

2010-10-08 Thread George Church
The reason you don't see a detail for an up over and down suction pipe is 
because- like Chris points out- it doesn't work.
If we had the atmospheric pressure working for us, Brad, wouldn't water jump 
out of lakes and ponds and 5 gallon buckets?
Yes, you need one of those pregnant bellies for the vertical turbine to drop 
into OR you lose a bunch of the volume. I'm also hoping you meant FRP when you 
said Poly, check 22, I don't think poly is in there as an acceptable material. 
The vertical turbine can drop into the top of the tank, or you can run from the 
discharge nozzle to a wet well and place that in a pump house, pump room in the 
building, etc.- the details are also on CSI site for either way.

I'd be curious if the GC dropping a poly tank in the ground had any inkling of 
any of the requirements in NFPA 22 for a tank? High/Low water alarms, vortex 
plate if applicable, vent, tiedowns/deadmen, manways, just to start reiterating 
what's in the standard. Some of these are a little tough to retrofit.

On this forum we throw darts at PEs practicing outside their area of expertise. 
Are we thinking its ok to design a water supply including a tank probably not 
designed to 22 and needing changes, along with a vertical turbine fire pump 
which yesterday we didn’t know what it was, but with a couple questions to the 
Forum- hey, we're ready to knock this out over the weekend? What would be the 
difference between the PE practicing outside his area of competence and layout 
technician doing the same? 
a) a license at risk
b) the PE should know better (hence the hint above to seek competent advice on 
the details)
C) I'll leave the rest for y'all to play with over the weekend. Could go to DD, 
DE, DF...

I don't want to leave anyone hanging as to my email vrs sarcasm you cannot 
read. If you don't know what you are doing, seek help. I don't believe the 
intent of this Forum is to provide the requisite level of knowledge and 
experience needed to design a water supply starting from -well, maybe not 
scratch, but if you can't tell a vertical turbine from a VIP from a horizontal 
split case from pictures, and think water jumps 34' in the air into the suction 
side of a pump and will be in accordance with #20, make sure your liability 
insurance carrier never reads this forum. Easy parallel to the AHJ that didn't 
understand a combined pump curve and John's comment You can lead a horse to 
water, but you can't give it 20 years' experience in a couple of emails.

glc 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris Mak
Sent: Friday, October 08, 2010 6:07 PM
To: sprinklerforum
Subject: Re: Type of pump for UG storage tanks

The only rules I've ever seen for a suction lift scenario, (except via 
vertical turbine pumps) is an LPC technical bulletin out of the UK.

Foot valves, priming tanks, priming tank low water level alarms,  etc, a recipe 
for disaster if not properly installed and well maintained.

If you have a buried tank, and no suction pit for any type of pump, what will 
the usable volume of the tank be?

In my career, I designed/installed one pump with a priming tank/foot valve 
arrangement. That was one too many.

I have fixed a few installed by others.

Be careful.

Regards


Chris Mak
Aon Sprinkler Certification
Via Blackberry
Cell +64-274-344-058


- Original Message -
From: Ron Greenman [rongreen...@gmail.com]
Sent: 08/10/2010 02:47 PM MST
To: sprinklerforum@firesprinkler.org; bcasterl...@fsc-inc.com
Subject: Re: Type of pump for UG storage tanks



No syphon thing when you're losing the prime through the leaky packing.

On Fri, Oct 8, 2010 at 1:20 PM, Brad bcasterl...@fsc-inc.com wrote:
 But couldn't you almost empty a 5 gallon bucket with a garden hose 
 that went up say 15 ft and then down say 12 ft if the whole thing was 
 primed and you had air release at the high point? Wouldn't the 
 slightest forward movement at the free end start a siphon thing?

 -Original Message-
 From: Matt Grise [mailto:m...@afpsprink.com]
 Sent: Friday, October 08, 2010 3:06 PM
 To: 'sprinklerforum@firesprinkler.org'; 'bcasterl...@fsc-inc.com'
 Subject: RE: Type of pump for UG storage tanks

 I don't think you get to count the 14.7 psi of the atmosphere in your 
 net positive suction head calculations. When you discharge back into 
 the atmosphere, you lose that pressure again. That would only count as 
 positive pressure if you discharged into a vacuum. (0 psia)

 Matt Grisé PE*, LEED AP
 Sales Engineer
 Alliance Fire Protection
 *Licensed in KS  MO

 913.888.0647 ph
 913.888.0618 f
 913.927.0222 cell
 www. AFPsprink.com


 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
 Sent: Friday, October 08, 2010 3:03 PM
 To: 'George Church'; sprinklerforum@firesprinkler.org
 Subject: RE: Type of pump for UG storage

RE: HydraCalc

2010-10-06 Thread George Church
So you've got more demanding (pressure-wise) stuff elsewhere and you've got
100% overdischarge. Or a Garbage In, Garbage Out. Check to see if this is
the most demanding head- quick stink test for GIGO.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Wednesday, October 06, 2010 3:19 PM
To: sprinklerforum@firesprinkler.org; tm...@mfpdesign.com
Subject: RE: HydraCalc

The calc's say that's the Actual Flow

Brian Harris
FDFP Inc.
 
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Travis Mack,
SET
Sent: Wednesday, October 06, 2010 3:15 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: HydraCalc

  Is that the actual discharge, or the minimum set to the head.  If it is
the actual, you are just hitting the head with just over 40 psi.

If not, you may have a typo some where getting you 260 sq ft.

On 10/6/2010 12:09 PM, Brian Harris wrote:
 Quick Hydracalc question: Any idea why I'm getting 52 gpm required for 
 an
8k
 head? (130 sq.ft. @ .20)



 Brian Harris

 First Defense Fire Protection

 11957 Ramah Church Road

 Huntersville, NC 28078

 Phone: 704.948.3506

 Fax: 704.948.3507

 Nicet # 128476







 ===
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RE: HydraCalc

2010-10-06 Thread George Church
Or an elevation difference.

Consider getting LogMeIn- makes remote troubleshooting way easier for those
at the remote end. When I travel I work thru my laptop on my desktop so I
have it in a secure location with redundant hard drives and off-site
storage- if the laptop is stolen, crashes, or if you open it at OHare and
the screen is broken, you haven't lost your work.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Wednesday, October 06, 2010 3:31 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: HydraCalc

Do you have something set for min. end head pressure of 20 psi?

Is this calc coming directly from the layout or did you manually input the
pies and nodes?  If it came from the layout do a 3D iso view and look for
some duplication of piping or heads on top of each other or some odd
connection error.

Craig L. Prahl, CET   
Fire Protection Specialist
Mechanical Department
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
craig.pr...@ch2m.com
http://www.ch2m.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Wednesday, October 06, 2010 3:23 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: HydraCalc

DENSITY = 0.2000AREA = 130  K = 8.000Pt = 10.563   
 NodeDia Length  KFactQa.  Pf.  Pe.  Pt.
Vel.
 


 TYP1.080   9.5  T  16.000 Kf   52.00 10.090.00
10.56   18.21


 D1K =  11.441   Qt =  52.00Pt =  20.66



DENSITY = 0.2000AREA = 130  K = 8.000Pt = 10.563   
 NodeDia Length  KFactQa.  Pf.  Pe.  Pt.
Vel.
 


 TYP1.080   1T  16.000 Kf   52.00 4.47 0.00
10.56   18.21


 D2K =  13.411   Qt =  52.00Pt =  15.04






Brian Harris
FDFP Inc.
 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Wednesday, October 06, 2010 3:28 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: HydraCalc

So you've got more demanding (pressure-wise) stuff elsewhere and you've got
100% overdischarge. Or a Garbage In, Garbage Out. Check to see if this is
the most demanding head- quick stink test for GIGO.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Wednesday, October 06, 2010 3:19 PM
To: sprinklerforum@firesprinkler.org; tm...@mfpdesign.com
Subject: RE: HydraCalc

The calc's say that's the Actual Flow

Brian Harris
FDFP Inc.
 
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Travis Mack,
SET
Sent: Wednesday, October 06, 2010 3:15 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: HydraCalc

  Is that the actual discharge, or the minimum set to the head.  If it is
the actual, you are just hitting the head with just over 40 psi.

If not, you may have a typo some where getting you 260 sq ft.

On 10/6/2010 12:09 PM, Brian Harris wrote:
 Quick Hydracalc question: Any idea why I'm getting 52 gpm required for 
 an
8k
 head? (130 sq.ft. @ .20)



 Brian Harris

 First Defense Fire Protection

 11957 Ramah Church Road

 Huntersville, NC 28078

 Phone: 704.948.3506

 Fax: 704.948.3507

 Nicet # 128476







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RE: ESFR Hose Allowance

2010-10-06 Thread George Church
Suppression vrs control

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Wednesday, October 06, 2010 5:00 PM
To: sprinklerforum@firesprinkler.org
Subject: ESFR  Hose Allowance

Any thoughts as to why ESFR heads seem to be the only one that doesn't say
combined inside and outside hose allowance?

 

Brian Harris

First Defense Fire Protection

11957 Ramah Church Road

Huntersville, NC 28078

Phone: 704.948.3506

Fax: 704.948.3507

Nicet # 128476

 





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RE: Owner refusal

2010-10-05 Thread George Church
I'd say the letter is the first step- to the pastor or building committee
chair, someone OTHER THAN the supt refusing the work.
Note that they'll be ripping open the work to install sprinklers inside it
if relevant to the construction type and materials.
Note it is a code requirement and required for life safety as well as
property protection.
Prolly good to bring up the N word, N E G L I G E N C E if anyone is ever
hurt, since they've been advised they are ignoring the code. Possibly better
to add this verbally when telling them about the letter, either before you
send (possibly negating the reason for it if they cave) or as a follow up to
confirm it was received, understood, and then mention the downside- added
cost and/or Negligence. You'll prolly sound badge-heavy if you put
Negligence in the letter, although it depends on your perception of the
client. Noting that no A Certificate could be turned over would be
sufficient hammer- hopefully.

Your call to the AHJ- fine line to walk. If you know em, have a rapport with
em, make the call. If you don't know em from Adam, he may be best friends
with the supt and you've shot yourself in the foot. 
We got a call from a strip center owner who we've worked for off and on over
the years. Seems the pump and tank were abandoned 10 years ago just before
he bought the place, and a new waterline was run into the back of the
building. However, no BFPs were installed, WFS were built but not wired, and
the service was never switched over. Yes, 100,000 SF of dumpy strip center
was left unprotected for a decade. Yes, in the state that was first with the
IRC mandate, evidently no one in Harrisburg has seen NFPA 25. Anyway, it
came to light when a competitor went in to move heads for a new tenant, and
the system was off. In addition to calling the Owner, he called the BCO
(AHJ) who gave the Owner 48 hrs to cease operating the center. A little
tough with a dozen stores in operation! We were given the job, he certainly
wasn't going to call the guy that turned him in hoping since he was there
and the AHJ gave em a short time period to start repairs, he'd get the job.
Doesn't get that cold up here.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Eric Tysinger
Sent: Tuesday, October 05, 2010 10:22 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Owner refusal

A quick little heads up call to the AHJ/Inspector before the inspection does
wonders for situations like that. 


Thanks,
Eric Tysinger CET
NICET III - 108988
Designer
Wayne Automatic Fire Sprinklers, Inc.
4370 Motorsport Drive
Concord, NC 28027
p: (704)782-3032 x1751
f: (704)795-6838
C: (239)633-9703

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd - FPDC
Sent: Tuesday, October 05, 2010 10:01 AM
To: sprinklerforum@firesprinkler.org
Subject: Owner refusal

I  just coming from a church project where they added an 8 x 16 wooden
canopy at the main entry. The project super (and also church member) has
adamantly refused to install sprinklers even though they are required. I
have told him that they are needed by Code, buy he remains defiant. I assume
that the AHJ would pick up on it during final inspection, but can't count on
it. 

My plan is to write a letter to the church (my client) stating that
protection is required by Code and is my best advice, but if they choose not
to, I am not responsible for the consequences. 

How have others handled similar situations? The inspection for CO is
schedules for Friday. 

Sent from my iPhone
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RE: PA LI - UCC Sprinkler Design Data Sheet

2010-10-04 Thread George Church
The UCC is the PA Uniform Construction Code, the ICC as adopted by PA.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
Sent: Thursday, September 30, 2010 2:18 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: PA LI - UCC Sprinkler Design Data Sheet

Ken:

Doesn't PA switch over to ICC on Oct 1, 2010? UCC plan review would no
longer apply.

Pa members of the forum:

The UCC plan review checklist requires a sprinkler design data sheet to be
included on the first plan of the sprinkler drawings.  

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AFSA

2010-10-04 Thread George Church
I'd like to thank Steve and the gang for again presenting us with a
memorable experience that combined fun with a ton of educational offerings.
Enjoyed seeing many Forumites at Steve's reception for us, and witnessing a
full scale fire test at FM Global was a bucket list item for this
sprinkler geek. 

I'd also like to thank the numerous presenters who took the time to prepare
great seminars, I learned a lot and I know there is a lot of prep time
necessary to do it right- and they did.

Look forward to seeing all next year in Texas!

George Church
President
Rowe Sprinkler Systems, Inc.

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RE: Oil Filled Air Compressors in Dry Systems

2010-10-04 Thread George Church
Have run into the same thing when we run the compressed air lines for
modular home plants-
You'll have service calls (which might be a good thing in 2013) if you use
the standard gaskets.

What Mike said, echoed by a contractor that looked into it. I don't recall
the other gaskets  being a large cost dif (this was 5+ years ago), more just
the short time to order em in.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
cabralm...@rocketmail.com
Sent: Tuesday, September 28, 2010 11:42 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Oil Filled Air Compressors in Dry Systems

The standard gasket is EPDM which does not play well with oil. If you have a
lot of evidence of oil in the system use Buna gasket. Check any of the
gasket selection guides. 
Sent on the SprintR Now Network from my BlackBerryR

-Original Message-
From: Ryan Peterson ry...@waynefire.com
Sender: sprinklerforum-boun...@firesprinkler.org
Date: Tue, 28 Sep 2010 11:23:37
To: sprinklerforum@firesprinkler.orgsprinklerforum@firesprinkler.org
Reply-To: sprinklerforum@firesprinkler.org
Subject: Oil Filled Air Compressors in Dry Systems

I'm interested in the groups experiences and comments about using oil filled
compressors in dry systems. The reason I broach the subject is that many
coupling manufacturers include in their datasheet: Approved by Factory
Mutual Research for wet and dry (oil free air) sprinkler services up to the
rated working pressure.  Without an air/oil separator installed in the air
supply line some of the air compressor oil is going to make it in the
system.  Oil filled compressors are cheaper (in some cases) than oil less;
and cheaper is good practice these days as long as the rules are followed. 

Thanks,

Ryan Peterson
Design Manager
Wayne Automatic Fire Sprinklers

Office 407-877-5593
Cell 904-838-7020
Fax 407-656-8036


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RE: multiple obstructions that total more than 48

2010-10-04 Thread George Church
I believe I could root around and POINT TO WHERE OTHERS WROTE 70% open, and I 
believe it was those rocket scientists at FM Global. The caps are for emphasis 
that I didn't make a judgment call, I know where to find something defensible. 
PLEASE realize that this was a compliment to FM, no sarcasm at all. Last week's 
tour did nothing but reinforce the already positive impression I have of FM 
Global.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
jim.robe...@fluor.com
Sent: Monday, October 04, 2010 2:59 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: multiple obstructions that total more than 48

I can't shed any light on the banner situations, but I am interested to know 
what forumites normally consider for minimum gap between pipes on a pipe rack 
exceeding 48 before they have to be considered a solid obstruction.

Thanks,



James L (Jim) Roberts, PE/SET | FLUOR | Principal Fire Protection Engineer – 
Central Engineering | jim.robe...@fluor.com | IODC 20.5149 | O
+1.864.281.5149 | www.fluor.com





















From:   craig.pr...@ch2m.com
To: sprinklerforum@firesprinkler.org
Date:   10/04/2010 02:25 PM
Subject:RE: multiple obstructions that total more than 48
Sent by:sprinklerforum-boun...@firesprinkler.org



What kind of occupancy?   If these banners could come loose and fall would
it cause an egress issue for occupants trying to exit the area in an emergency?

Essentially it sounds like these banners are creating a sub-level ceiling below 
the sprinklers.  I believe in one of the previous discussions it was mentioned 
about these types of items being suspended with some type of fusible link so 
that they could drop out of the way of the sprinkler discharge in a fire event.

Other issue is if they would not drop out of the way would they hold water from 
a sprinkler to the point where the banner could either dump a large amount of 
water on person below or fill to the point it could create an issue with the 
structure's ability to support the weight?

What will 18 below the heads accomplish?

Suggestion: Put the banners on the wall.

Craig L. Prahl, CET
Fire Protection Specialist
Mechanical Department
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
craig.pr...@ch2m.com
http://www.ch2m.com

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org [ 
mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ed Kramer
Sent: Monday, October 04, 2010 12:56 PM
To: sprinklerforum@firesprinkler.org
Subject: multiple obstructions that total more than 48

I recall this has been discussed, but not recently.



Is there guidance anywhere as to how much gap needs to be between obstructions 
(each individual obstruction being no more than 48 wide) so that sprinklers 
are not needed beneath them?



More specifically, I have a project where the architect would like to install 
banners beneath the ceiling and does not want sprinklers beneath the banners.  
I'm fairly confident he's  willing to lower the banners so they're at least 18 
below the sprink deflectors.  He's also willing to make them narrower (48 max 
wide). But he would like to place them as close together as possible (without 
needing sprinks below them).



Anybody aware of any guidelines for this?



Ed Kramer

Littleton, CO

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RE: Pump Calc's

2010-10-04 Thread George Church
Forget combined pump curve you need elementary conceptual aha! experience.
Try this:
Look, Skippy, we got 50 PSI coming into the building. Then it goes into the
pump which boosts it 100 PSI and at the discharge of the pump we have 150
PSI. Same thing as happens in a fire truck when you hook up ot the hydrant.
You want 150 PSI on the other side of the apparatus, you gotta boost 50 PSI
by 100 PSI. Maybe that parallel will jump-start the light bulb over his
head. If he doesn't understand the hydrant-pumper analogy, ask if you can go
over and meet with him at a fire station, grab an operator and stand by the
truck and- with the operator helping show you're not trying to buffalo him,
again point at 50 PSI goes in here, 150 comes out here, so there must be
ADDITION of the city supply and the pump boost to get the CORRECT and larger
water supply. At least when his operator goes DUH! he may just pretend the
light bulb went on and approve your submittal.

If he doesn't get it, send him a link to water supply school at the Academy
or one of the Associations.

You're only responsible for submitting in accordance with applicable codes
and standards, not for educating someone who doesn't have the requisite
knowledge/skill level to review the submittal. Otherwise we'd- well, never
mind. We'd be where we are today, wouldn't we? 

Sure got spoiled back in the day when FM or IRI (or FIA) engineer told ya
what to do, we did it, and the fire dept came by to see where the FDC and
shutoff were. And there was, for the most part, money and sufficient skilled
people in the industry.

glc


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
ParsleyConsulting
Sent: Monday, October 04, 2010 4:15 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Pump  Calc's

  Brian,

Call him up and ask him the following question:

I have submitted calculations to show that a flow of X gpm delivered to the
the suction flange of the pump by the supply will be present at Y psi.  The
pump will boost this pressure by Z psi at that flow, per the manufacturer's
certified pump curve, and deliver X gpm at Y+Z psi at the discharge flange.
There is no loss of pressure, or flow through the pump.

Then see what he says.
-- 

PARSLEY CONSULTING

Ken Wagoner, SET

760.745.6181 voice

760.745.0537 fax

parsleyconsult...@cox.net mailto:parsleyconsult...@cox.net e-mail

www.ParsleyConsulting.com http://www.ParsleyConsulting.com website


On 10/4/2010 12:45 PM, Brian Harris wrote:
 I have a FM that is rejecting our plans because of the following The 
 hydraulic calculations submitted seem to combine the pump curve and 
 the flow test.  This error falsely indicates greater water supply 
 availability. I tried explaining what a combined pump curve was but I 
 just cannot get through to him, any help would be greatly appreciated.





 Brian Harris

 First Defense Fire Protection

 11957 Ramah Church Road

 Huntersville, NC 28078

 Phone: 704.948.3506

 Fax: 704.948.3507

 Nicet # 128476







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RE: multiple obstructions that total more than 48

2010-10-04 Thread George Church
I'd tell him he needs to hire an EOR with qualifications (or lotsa EO) and
ask him, it is not defined in NFPA 13 and needs to be addressed by a
registered design professional; and obviously as an architect, it is outside
his area of expertise. And yours. 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ed Kramer
Sent: Monday, October 04, 2010 4:30 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: multiple obstructions that total more than 48

It's an assembly occupancy and the banners are proposed to be over one of
the main entrances.  They're shown to be approx 28' long and would be
anchored at about 26' AFF at one end and 21' AFF at the other end.  So
dropping the entire banner or one end of the banner via a fusible link to
the floor probably isn't a good option.

If the banners were 48 or less in width, 18 clear space beneath the
deflectors were maintained, and they weren't arraigned side-by-side with
other banners, I would be allowed to ignore them (just like HVAC ducts).  I
anticipate the architect will redesign so each banner is 48 wide and the
18 is maintained.  His next question will be What's the minimum gap I must
have between my 48 wide banners? 1 foot?  2' feet?  4' feet?  I'm not
aware of any guidance in NFPA 13 or elsewhere, but I'm hoping I'm wrong.

Ed Kramer

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:sprinklerforum- 
 boun...@firesprinkler.org] On Behalf Of craig.pr...@ch2m.com
 Sent: Monday, October 04, 2010 12:28 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: multiple obstructions that total more than 48
 
 What kind of occupancy?   If these banners could come loose and fall
 would it cause an egress issue for occupants trying to exit the area 
 in an emergency?
 
 Essentially it sounds like these banners are creating a sub-level 
 ceiling below the sprinklers.  I believe in one of the previous 
 discussions it was mentioned about these types of items being 
 suspended with some type of fusible link so that they could drop out 
 of the way of the sprinkler discharge in a fire event.
 
 Other issue is if they would not drop out of the way would they hold 
 water from a sprinkler to the point where the banner could either dump 
 a large amount of water on person below or fill to the point it could 
 create an issue with the structure's ability to support the weight?
 
 What will 18 below the heads accomplish?
 
 Suggestion: Put the banners on the wall.
 
 Craig L. Prahl, CET
 Fire Protection Specialist
 Mechanical Department
 CH2MHILL
 Lockwood Greene
 1500 International Drive
 Spartanburg, SC  29304-0491
 Direct - 864.599.4102
 Fax - 864.599.8439
 craig.pr...@ch2m.com
 http://www.ch2m.com
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:sprinklerforum- 
 boun...@firesprinkler.org] On Behalf Of Ed Kramer
 Sent: Monday, October 04, 2010 12:56 PM
 To: sprinklerforum@firesprinkler.org
 Subject: multiple obstructions that total more than 48
 
 I recall this has been discussed, but not recently.
 
 
 
 Is there guidance anywhere as to how much gap needs to be between 
 obstructions (each individual obstruction being no more than 48 wide) 
 so that sprinklers are not needed beneath them?
 
 
 
 More specifically, I have a project where the architect would like to 
 install banners beneath the ceiling and does not want sprinklers 
 beneath the banners.  I'm fairly confident he's  willing to lower the 
 banners so they're at least 18 below the sprink deflectors.  He's 
 also willing to make them narrower (48 max wide). But he would like 
 to place them as close together as possible (without needing sprinks 
 below them).
 
 
 
 Anybody aware of any guidelines for this?
 
 
 
 Ed Kramer
 
 Littleton, CO
 
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RE: multiple obstructions that total more than 48

2010-10-04 Thread George Church
Just the 70% open on pipe racks or similar obstructions that I'm pulling out
of my memory, so don't commit it to writing. And its not in 13, except the
(valid) parallel to open grid ceilings.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ed Kramer
Sent: Monday, October 04, 2010 5:11 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: multiple obstructions that total more than 48

I agree completely, George.  I don't pretend to be an engineer - if I can't
point my finger to something 'blackwhite', it's outside the scope of what a
techie should be doing.  Wanted to make sure there wasn't something
'blackwhite' this techie was missing. 

Thanks to all who responded.

Ed Kramer

 
 I'd tell him he needs to hire an EOR with qualifications (or lotsa 
 EO) and ask him, it is not defined in NFPA 13 and needs to be 
 addressed by a registered design professional; and obviously as an 
 architect, it is outside his area of expertise. And yours.

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RE: tapping fire lead in for domestic

2010-09-27 Thread George Church
They are separate, the domestic comes off a well.
Don't make this overly complex, you're simply inserting a BFP into the
supply of a pipe schedule system. Do you have the necessary flow and
pressure under applicable #13?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Monday, September 27, 2010 12:45 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: tapping fire lead in for domestic

Because what is being said is that an additional backflow may be required on
the sprinkler side of the dom. tap to prevent cross-contamination of the
dom. System from the sprinklers.  But the question is how is the existing
domestic supply protected from the existing sprinkler system now?

Craig L. Prahl, CET   
Fire Protection Specialist
Mechanical Department
CH2MHILL
Lockwood Greene
1500 International Drive
Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
craig.pr...@ch2m.com
http://www.ch2m.com 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne
Martinez
Sent: Monday, September 27, 2010 12:39 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: tapping fire lead in for domestic

If the domestic was tapped into the lead in before the alarm check and the
appropriate backflow preventer was installed in the plumbing line why would
this affect the sprinkler calcs?  13 does not require us to add in the
domestic demand so I am a bit confused.  
Dewayne  

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
Sent: Monday, September 27, 2010 10:47 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: tapping fire lead in for domestic

Taping the fire lead if allowed by the water purveyor, will alter the calc
for the fire since now a RPZ must be installed on the riser after that tap
for domestic. A re-calc is the only appropriate thing to do.
That is after an internal inspection of the existing pipe to determine if
the C is even close to 120. (Clean smooth bore) If the interior is anything
but smooth it's just a guessing game, unless you run flow tests on each pipe
segment. Typically we see these abandoned grocery store when they are at
least 30 yrs old, and they never have had any internal pipe inspection done.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
cherokeefire...@aol.com
Sent: Friday, September 24, 2010 9:07 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: tapping fire lead in for domestic

We are remodeling an an old grocery store, being converted into a church. 
The existing fire sprinkler is pipe schedule, 3 in lead in. Wet system,
alarm check valve with an anti freeze loop. Off of city supply. 
Existing domestic supply is well water. The owner intends to tap the fire
main lead in to run 1 domestic. 
My concern is that he is creating a cross connection with the fire sprinkler
water and anti freeze loop. 
My secondary concern is tapping the fire sprinkler risershould i
recommend hydraulic calcs since they are modifying the supply of this
existing pipe schedule system? 

I intend to notify the owner of my concerns in writing and recommend he
consult with his Architect and Plumbing Engineer. Any recommendations?

Forrest Wilson
Cherokee Fire 


Sent from my Verizon Wireless Phone

- Reply message -
From: Ron Greenman rongreen...@gmail.com
Date: Fri, Sep 24, 2010 10:26 am
Subject: Pool as a water source
To: sprinklerforum@firesprinkler.org

You can also use the pool for a heat  sink for heat pumps and use a solar
array to heat the pool to 50 degrees in winter (no freezing and the optimum
heat transfer temperature for heat pump efficiency.
Engineering kids. We're part of a group building a building. We don't drive
the project nor is our part of the project an entity in a vacuum.

On Fri, Sep 24, 2010 at 6:16 AM, Jamie.seidl jamie.se...@gmail.com
wrote:
 I've done it here in Charlotte.  No problems out of it yet, but it was
just the secondary source.  We had an issue recently on a project that was a
few years old where we had to prove the velocity at the roof top pool with a
supply calc for the lowest system.  The health department accepted it and
they re-opened the pool the next week. I would stress 2 inlets.  The pool
contractor said that the largest inlet had a gpm velocity limit of 1400 gpm?
Maybe that was for both?
 As far as a vortex plate, when we tested the pool, a vortex didn't
develop until we had less than 1' of water left, approx 40,000 gallons
already pumped, while my demand was around 32,000 gallons.  I still sleep
well at night.

 Jamie
 Sent from my iPhone

 On Sep 24, 2010, at 8:12 AM, Dewayne Martinez deway...@dbfp.net
wrote:

 We have a owner that is requesting us to explore the 

RE: Manufacturing with shipping storage

2010-09-24 Thread George Church
I believe you're back to determining the weight 5 of plastic vrs a Class I
commodity. May not be sufficient weight of group a to be significant enough
to support extended burn time.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby Gillett
Sent: Friday, September 24, 2010 7:42 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Manufacturing with shipping storage

Let me say where I'm coming from...I believe Chapter 13 Misc Storage applies
to this. The Insurance Company is telling the owner due to the plastic sided
cartons that the density could go as high as .70 regardless of height, but
he is checking in to it. The owner has asked my opinion and I would like
some feedback before giving my opinion, making sure I am not missing
something. 

Bobby Gillett
Sr. Project Manager
Key Fire Protection, Inc.
(731) 424-0130 office  (731) 424-9285 fax
(731) 267-4853 cell
bobby.gill...@keyfireprotection.com
 
 
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby Gillett
Sent: Friday, September 24, 2010 6:20 AM
To: sprinklerforum@firesprinkler.org
Subject: Manufacturing with shipping storage

We have a manufacturing facility making stainless steel exhaust parts. They
are packaged for shipping on wooden pallets, sometimes in cardboard and
sometimes in plastic sided cartons (both have open tops and both cartons are
the size of the pallet) fully wrapped in shrink wrap (encapsulated) then
stacked two high. The overall height is 68 of the double stacked pallets. 

 

How would you classify the storage in the shipping area?  

 

Thank you,

 

Bobby Gillett

Sr. Project Manager

Key Fire Protection, Inc.

(731) 424-0130 office  (731) 424-9285 fax 

(731) 267-4853 cell

 mailto:bobby.gill...@keyfireprotection.com
bobby.gill...@keyfireprotection.com

 

 

 

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RE: Manufacturing with shipping storage

2010-09-24 Thread George Church
13

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby Gillett
Sent: Friday, September 24, 2010 7:59 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Manufacturing with shipping storage

Are you referring to the 15% volume of plastics...? I'm over looking it
this morning; can you refer me to where this is?

Bobby Gillett
Sr. Project Manager
Key Fire Protection, Inc.
(731) 424-0130 office  (731) 424-9285 fax
(731) 267-4853 cell
bobby.gill...@keyfireprotection.com
 
 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Friday, September 24, 2010 6:59 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Manufacturing with shipping storage

I believe you're back to determining the weight 5 of plastic vrs a Class I
commodity. May not be sufficient weight of group a to be significant enough
to support extended burn time.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby Gillett
Sent: Friday, September 24, 2010 7:42 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Manufacturing with shipping storage

Let me say where I'm coming from...I believe Chapter 13 Misc Storage applies
to this. The Insurance Company is telling the owner due to the plastic sided
cartons that the density could go as high as .70 regardless of height, but
he is checking in to it. The owner has asked my opinion and I would like
some feedback before giving my opinion, making sure I am not missing
something. 

Bobby Gillett
Sr. Project Manager
Key Fire Protection, Inc.
(731) 424-0130 office  (731) 424-9285 fax
(731) 267-4853 cell
bobby.gill...@keyfireprotection.com
 
 
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby Gillett
Sent: Friday, September 24, 2010 6:20 AM
To: sprinklerforum@firesprinkler.org
Subject: Manufacturing with shipping storage

We have a manufacturing facility making stainless steel exhaust parts. They
are packaged for shipping on wooden pallets, sometimes in cardboard and
sometimes in plastic sided cartons (both have open tops and both cartons are
the size of the pallet) fully wrapped in shrink wrap (encapsulated) then
stacked two high. The overall height is 68 of the double stacked pallets. 

 

How would you classify the storage in the shipping area?  

 

Thank you,

 

Bobby Gillett

Sr. Project Manager

Key Fire Protection, Inc.

(731) 424-0130 office  (731) 424-9285 fax 

(731) 267-4853 cell

 mailto:bobby.gill...@keyfireprotection.com
bobby.gill...@keyfireprotection.com

 

 

 

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13:34:00

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RE: Pool as a water source

2010-09-24 Thread George Church
Not something I'm proud of, but did this twice.
Routine painting - think they empty the hotel or have a fire watch? 

Have a minimum of two full-sized suction grates at least 6' apart so no one
can block both entry points. Oversize since you're not likely to be able to
have a vortex plate in the pool. Could run from pool to a wet well and use
vertical turbine to avoid vortex plate, but we had insurance engr witness
acceptance test and he ok'd the lack of vortex plate since there was no sign
of a vortex creating a problem even at 150%. 

Tell your pump vendor, there are material substitutions to be made in the
pump internals to address the chlorine. As for compatibility, check Lubrizol
compatibility page or their techies, I beleiv it would have to be incredibly
high to be a problem- but I could be wong.

glc


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matt Grise
Sent: Friday, September 24, 2010 8:29 AM
To: 'sprinklerforum@firesprinkler.org'
Subject: RE: Pool as a water source

Speaking of the kids...what are the procedures for 'not sucking small
children into pumps'? I have heard of issues with kids being trapped by
water circulating pumps in pools, this seems like it would be a much more
serious issue.

Matt Grisé PE*, LEED AP
Sales Engineer
Alliance Fire Protection
*Licensed in KS  MO 

913.888.0647 ph
913.888.0618 f
913.927.0222 cell
www. AFPsprink.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Richard Carr
Sent: Friday, September 24, 2010 7:20 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Pool as a water source

Yes I have done it and seen it done many times in Florida, figure the volume
of the pool and do it like a tank, the chlorine was less harmful than using
salt water which was an option. Just hope the kids can get out of the pool
quickly...

Richard Carr, SET
Design Manager
Associated Sprinkler Co., LLC
336.373.3901 ext 217
richa...@associatedsprinkler.com




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne
Martinez
Sent: Friday, September 24, 2010 8:13 AM
To: sprinklerforum@firesprinkler.org
Subject: Pool as a water source

We have a owner that is requesting us to explore the possibility that a
indoor pool be used as a water source for the sprinkler system.
Anybody do this before?  Seems like there would be too many problems with
the chlorine in the water damaging the system components.
Thanks,
Dewayne Martinez
Design Build Fire Protection
New Berlin, WI
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RE: Seed corn in plastic totes

2010-09-24 Thread George Church
Isn't calcium chloride what I put in my lantern as a kid, produces acetylene
gas when it mixes with water? 
While as a solution it might not be a problem until someone adds some to
refresh the mix- and blows the place up.
 Out of the frypan and onto the cooking surface.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Friday, September 24, 2010 3:28 PM
To: sprinklerforum@firesprinkler.org; 'Charles Thurston'
Subject: RE: Seed corn in plastic totes

Self toting totes! I should have specified ROOF slope. What do you guys
think about Calcium Chloride Loops? I am going to be away from e-mail pretty
soon til Monday- I want to see if this is a possible dent in the antifreeze
problem, or a total wash-out.

-Original Message-
From: Charles Thurston [mailto:coastalf...@sc.rr.com]
Sent: Friday, September 24, 2010 2:23 PM
To: Todd Williams
Subject: Re: Seed corn in plastic totes

Hello Todd,

Curb Stops solve that, And provide dispersal of the water at the same time.

Friday, September 24, 2010, 3:18:31 PM, you wrote:

 Much steeper and the totes will go sliding across the floor. 8-)


 At 03:11 PM 9/24/2010, you wrote:
The building slope should not exceed 2/12

-Original Message-
From: Gregory Lindholm [mailto:greg0...@msn.com]
Sent: Friday, September 24, 2010 11:21 AM
To: SprinklerFORUM
Subject: Seed corn in plastic totes



I have a customer that is looking to build a building with 30' eaves, 
storing seed corn in 4' x 4' x 3' high (open top) plastic totes, 
stacked
as
high as possible (over 30' high at the peak).

Dry systems, so no ESFR.

We are coming up with Group A plastics, but it looks like the highest 
that they could stack is 25'.

What are we missing, or what are forum members thoughts?

Greg Lindholm



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 Todd G. Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 860.535.2080
 www.fpdc.com

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--
Best regards,
 Charles Thurstonmailto:coastalf...@sc.rr.com
  Coastal Fire Protection/ Myrtle Beach Fire  Safety Group.
   AFAA Guest

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RE: Seed corn in plastic totes

2010-09-24 Thread George Church
I was corrected in-house

Calcium carbide is what I was remembering incorrectly.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Friday, September 24, 2010 3:43 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Seed corn in plastic totes

Isn't calcium chloride what I put in my lantern as a kid, produces acetylene
gas when it mixes with water? 
While as a solution it might not be a problem until someone adds some to
refresh the mix- and blows the place up.
 Out of the frypan and onto the cooking surface.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Friday, September 24, 2010 3:28 PM
To: sprinklerforum@firesprinkler.org; 'Charles Thurston'
Subject: RE: Seed corn in plastic totes

Self toting totes! I should have specified ROOF slope. What do you guys
think about Calcium Chloride Loops? I am going to be away from e-mail pretty
soon til Monday- I want to see if this is a possible dent in the antifreeze
problem, or a total wash-out.

-Original Message-
From: Charles Thurston [mailto:coastalf...@sc.rr.com]
Sent: Friday, September 24, 2010 2:23 PM
To: Todd Williams
Subject: Re: Seed corn in plastic totes

Hello Todd,

Curb Stops solve that, And provide dispersal of the water at the same time.

Friday, September 24, 2010, 3:18:31 PM, you wrote:

 Much steeper and the totes will go sliding across the floor. 8-)


 At 03:11 PM 9/24/2010, you wrote:
The building slope should not exceed 2/12

-Original Message-
From: Gregory Lindholm [mailto:greg0...@msn.com]
Sent: Friday, September 24, 2010 11:21 AM
To: SprinklerFORUM
Subject: Seed corn in plastic totes



I have a customer that is looking to build a building with 30' eaves, 
storing seed corn in 4' x 4' x 3' high (open top) plastic totes, 
stacked
as
high as possible (over 30' high at the peak).

Dry systems, so no ESFR.

We are coming up with Group A plastics, but it looks like the highest 
that they could stack is 25'.

What are we missing, or what are forum members thoughts?

Greg Lindholm



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 Todd G. Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 860.535.2080
 www.fpdc.com

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RE: Anti Freeze for commercial

2010-09-23 Thread George Church
Except anticipated temp is the driving force, and pressure varies with # hds
operating, supply pres fluctuations, etc

Hey, Mack, Don't pump into that FDC- there's AF in there!

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
Sent: Wednesday, September 22, 2010 7:45 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Anti Freeze for commercial

Rod:

It very well turn out that glycol 70/30 works fine at say 45-50Psi and you
can only use 50/50 when pressure is over 60Psi or something like that. The
same with glycerine. The is a starting end head pressure part of this story
that needs to be worked out, not just the concentration. If 50/50 will work
under all pressures up to 175, What will work at pressures less than 110 or
60

I think there needs to be a lot more study, before we get anywhere near the
Definative answer we need to not feel EXPOSED!  

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Rod DiBona
Sent: Wednesday, September 22, 2010 5:00 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Anti Freeze for commercial

I hear ya George. I am sure that I will learn more next week in Rhode
Island. Yet another reason to go to every convention. Truth is that we
commonly mix glycol 70/30 out here and Marty tells me for over 30 years with
no reported problem. I look forward to hearing and seeing the facts. At the
end of the day we will get through it and I do have confidence that the
right decision will be made. Just wondered if we knew with reasonable
certainty that the antifreeze was the cause. Questioning why we haven't seen
these in the past; or if we had, was there a different diagnosis? Read the
report from FSI. Interesting and well done but I have some questions. Maybe
they get answered next week! See you down there.

Rod DiBona
Rapid Fire


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RE: Anti Freeze Webinar

2010-09-23 Thread George Church
The Academy is running a webinar on this topic with some of the best minds,
from the Best Practices group.
Rather timely for this thread.
 http://www.fsi-bp.org/HomeOpen.aspx?id=1260 takes you to a Best Practices
article on AF; much more during the webinar.
glc

Webinar: Designing Around Antifreeze
The Panelists for this live broadcast are:  
Cecil Bilbo, Academy of Fire Sprinkler Technology
Top Myers, Myers Risk Services
Paul Johnson, Fire Sprinkler Industry Best Practices

https://www1.gotomeeting.com/register/898182904

The NFPA Standards Council recently prohibited the use of antifreeze in
newly installed fire sprinkler systems that protect dwelling units.  This
effectively took away the only option that many installing contractors
believe they have when installing pipe in colder regions of the world.
You'll learn the history behind the decision to temporarily ban antifreeze
in some new systems.   
This broadcast will discuss how your company should be responding to the
situation. We will discuss the different options available to ensure piping
stays warm enough not to freeze.  We will also discuss the myths about and
solutions for insulating pipe.   
We will cover the rules for dry systems in Residential Occupancies and
introduce the latest technologies for this application.

Title:  Designing Around Antifreeze

Date:   Thursday, October 7, 2010

Time:   11:00 AM - 1:00 PM CDT


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris Cahill
Sent: Wednesday, September 22, 2010 8:55 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Anti Freeze for commercial

In theory the FDC negates this good idea of pressure vs. concentration.  In
reality FDC aren't used but we live in the theoretical world far, far too
often. 

Chris Cahill

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
Sent: Wednesday, September 22, 2010 6:45 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Anti Freeze for commercial

Rod:

It very well turn out that glycol 70/30 works fine at say 45-50Psi and you
can only use 50/50 when pressure is over 60Psi or something like that. The
same with glycerine. The is a starting end head pressure part of this story
that needs to be worked out, not just the concentration. If 50/50 will work
under all pressures up to 175, What will work at pressures less than 110 or
60

I think there needs to be a lot more study, before we get anywhere near the
Definative answer we need to not feel EXPOSED!  

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Rod DiBona
Sent: Wednesday, September 22, 2010 5:00 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Anti Freeze for commercial

I hear ya George. I am sure that I will learn more next week in Rhode
Island. Yet another reason to go to every convention. Truth is that we
commonly mix glycol 70/30 out here and Marty tells me for over 30 years with
no reported problem. I look forward to hearing and seeing the facts. At the
end of the day we will get through it and I do have confidence that the
right decision will be made. Just wondered if we knew with reasonable
certainty that the antifreeze was the cause. Questioning why we haven't seen
these in the past; or if we had, was there a different diagnosis? Read the
report from FSI. Interesting and well done but I have some questions. Maybe
they get answered next week! See you down there.

Rod DiBona
Rapid Fire


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RE: Control Mode vs. ESFR

2010-09-23 Thread George Church
What jeff said. And...
What exactly are u protecting, and what might be planned for storage?
In control mode, you'll need to know what is stored, how it is packaged,
storage array, height, etc.

You may be looking at a boatload of IRAS.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jeff Hewitt
Sent: Thursday, September 23, 2010 4:21 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Control Mode vs. ESFR

With most control mode, you have Group A plastic and pallet storage
limitations that you would NOT have with ESFR K14 or K17.  If these are
areas of concern, then that would be an issue.

Jeff Hewitt, PE, SET, SFPE (Professional Member) Corporate Engineer Bi-State
Fire Protection Corporation

241 Hughes Lane
St. Charles, MO  63301
636-946-0011
636-946-5172 (fax)
314-574-6989 (cell)

Fire Sprinklers Save lives.
Can You Live Without Them?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Thursday, September 23, 2010 3:08 PM
To: sprinklerforum@firesprinkler.org
Subject: Control Mode vs. ESFR

Having issues with an existing job that was laid out using ESFR K17's, it
was mentioned by a local PE that using a Control Mode sprinkler may be the
answer. What are the pro's and con's with using a Control Mode sprinkler in
a warehouse type setting? I've looked at some of the product data sheets and
right away you can see the end head pressure is quite a bit lower than the
ESFR. Are the obstruction rules the same? Etc...

 

Brian Harris

First Defense Fire Protection

11957 Ramah Church Road

Huntersville, NC 28078

Phone: 704.948.3506

Fax: 704.948.3507

Nicet # 128476

 





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RE: Control Mode vs. ESFR

2010-09-23 Thread George Church
IRAS = In rack auto sprkrs
Guess if you don't know the difference between obstruction rules iin ESFR
vrs SSU or CMSA's, you might not know what IRAS are either. 
Matt, good catch on the steel column protection too, although I believe IRAS
will negate the requirement for them.

If you've got a big box, cures switching to control mode might be an
expensive cure. 

What are the issues?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Thursday, September 23, 2010 4:25 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Control Mode vs. ESFR

What jeff said. And...
What exactly are u protecting, and what might be planned for storage?
In control mode, you'll need to know what is stored, how it is packaged,
storage array, height, etc.

You may be looking at a boatload of IRAS.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jeff Hewitt
Sent: Thursday, September 23, 2010 4:21 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Control Mode vs. ESFR

With most control mode, you have Group A plastic and pallet storage
limitations that you would NOT have with ESFR K14 or K17.  If these are
areas of concern, then that would be an issue.

Jeff Hewitt, PE, SET, SFPE (Professional Member) Corporate Engineer Bi-State
Fire Protection Corporation

241 Hughes Lane
St. Charles, MO  63301
636-946-0011
636-946-5172 (fax)
314-574-6989 (cell)

Fire Sprinklers Save lives.
Can You Live Without Them?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Thursday, September 23, 2010 3:08 PM
To: sprinklerforum@firesprinkler.org
Subject: Control Mode vs. ESFR

Having issues with an existing job that was laid out using ESFR K17's, it
was mentioned by a local PE that using a Control Mode sprinkler may be the
answer. What are the pro's and con's with using a Control Mode sprinkler in
a warehouse type setting? I've looked at some of the product data sheets and
right away you can see the end head pressure is quite a bit lower than the
ESFR. Are the obstruction rules the same? Etc...

 

Brian Harris

First Defense Fire Protection

11957 Ramah Church Road

Huntersville, NC 28078

Phone: 704.948.3506

Fax: 704.948.3507

Nicet # 128476

 





===
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RE: Control Mode vs. ESFR

2010-09-23 Thread George Church
Brian, I apologize and I didn't mean to make that a job, it was to answer
the next question anticipated after I sent it.
One of the problems with email is -no body language, tone inflection, etc.

I've got a very polished and brutal sarcastic side that is pretty obvious,
and I have a vendor/equipment problem that a couple major mfrs that have
been great for decades, but in over a year they haven't been able to cure
the problems with this installation. Being on the cutting edge is neat till
stuff doesn't work out right- and my frame of mine- sarcastic- from that may
also have carried over.
I wouldn't want to count the hours I've invested in helping others on this
forum for about 15 years, pro bono, but I think it illustrates I'm offering
to help whenever I can.

I became a design mgr with 3 yrs experience at the ripe old age of 22 in
1977. Learned a lot, survived, prospered, then lost my butt- and my fledging
company- in 1985, prospered again, then lost my butt again last year and
this year isn't looking so good either :)  However, I love this business and
pretty much eat, drink and sleep it, like many other sprinklergeeks I know-
look around the forum you'll see a lot of the people we spend time with at
convention or if we're in their area- or we go there to see em. 

Develop a thick skin- you'll need it in this game. And continue to ask
questions.

glc


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Thursday, September 23, 2010 5:16 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Control Mode vs. ESFR

George-

While I appreciate your tremendous wealth of knowledge I could do without
the subtle jabs... Guess if you don't know the difference between
obstruction rules in ESFR vs. SSU or CMSA's, you might not know what IRAS
are either. Like every other designer I'm under the gun to get drawings out
the door and sometimes I just don't have the liberty to spend as much time
as I'd like digging through the code. I've only been in this field for a
couple years and with my office situation you could say I've been thrown to
the wolves, I'd like to think those of us with less years under our belt
could rely on the forum to help a brother out. Please forgive me if I've
taken your post out of context, maybe the deadlines are starting to get to
me..

 

Brian Harris

FDFP Inc.

 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Thursday, September 23, 2010 4:28 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Control Mode vs. ESFR

 

IRAS = In rack auto sprkrs

Guess if you don't know the difference between obstruction rules iin ESFR

vrs SSU or CMSA's, you might not know what IRAS are either. 

Matt, good catch on the steel column protection too, although I believe IRAS

will negate the requirement for them.

 

If you've got a big box, cures switching to control mode might be an

expensive cure. 

 

What are the issues?

 

-Original Message-

From: sprinklerforum-boun...@firesprinkler.org

[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church

Sent: Thursday, September 23, 2010 4:25 PM

To: sprinklerforum@firesprinkler.org

Subject: RE: Control Mode vs. ESFR

 

What jeff said. And...

What exactly are u protecting, and what might be planned for storage?

In control mode, you'll need to know what is stored, how it is packaged,

storage array, height, etc.

 

You may be looking at a boatload of IRAS.

 

-Original Message-

From: sprinklerforum-boun...@firesprinkler.org

[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jeff Hewitt

Sent: Thursday, September 23, 2010 4:21 PM

To: sprinklerforum@firesprinkler.org

Subject: RE: Control Mode vs. ESFR

 

With most control mode, you have Group A plastic and pallet storage

limitations that you would NOT have with ESFR K14 or K17.  If these are

areas of concern, then that would be an issue.

 

Jeff Hewitt, PE, SET, SFPE (Professional Member) Corporate Engineer Bi-State

Fire Protection Corporation

 

241 Hughes Lane

St. Charles, MO  63301

636-946-0011

636-946-5172 (fax)

314-574-6989 (cell)

 

Fire Sprinklers Save lives.

Can You Live Without Them?

 

-Original Message-

From: sprinklerforum-boun...@firesprinkler.org

[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris

Sent: Thursday, September 23, 2010 3:08 PM

To: sprinklerforum@firesprinkler.org

Subject: Control Mode vs. ESFR

 

Having issues with an existing job that was laid out using ESFR K17's, it

was mentioned by a local PE that using a Control Mode sprinkler may be the

answer. What are the pro's and con's with using a Control Mode sprinkler in

a warehouse type setting? I've looked at some of the product data sheets and

right away you can see the end head pressure is quite a bit lower

RE: Anti Freeze for commercial

2010-09-22 Thread George Church
I heard from a committee member that the doors were shaking in their frames
when the AF solutions at high % went boom. VERY SCARY to an experienced FPE.
I saw some pics, maybe it was a video, nonetheless, it was something we
should NOT be doing. However, like others, I see no problem with the premix
since as of the results of both Phase 1 and 2 testing, the premix has not
been a problem.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matthew J.
Willis
Sent: Wednesday, September 22, 2010 10:47 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Anti Freeze for commercial

There are some good reports out there. One from CCI I think from the NFPA
website might sway your opinion some. Especially the part about 8 sprinklers
of the 10 opening. How many do we design in apartments? As Top said,
Explosion. Windows blown out.., Very Nasty.

Top, any links to pics???

R/
Matt

 

 

Matthew J. Willis, CET
Automatic Fire Sprinklers
Norred Fire Systems L.L.C.
318-387-1134 Voice
318-816-1087 Mobile
318-387-1163 Facsimile
m...@norredfire.com

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum- boun...@firesprinkler.org] On Behalf Of Rod 
 DiBona
 Sent: Wednesday, September 22, 2010 9:28 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Anti Freeze for commercial
 
 Am I the only one that is still somewhat skeptical? Seems like a lot 
 of years without many problems and then a few isolated problems. I 
 think the jury is still out. The facts are the facts and we must do what
is right.
 I just don't know if we are dealing with hard facts at this point. No 
 matter what it is a black eye for the industry at a time when we 
 really didn't need it. I suspect the homebuilders will use this as a 
 weapon in their arsenal.
 
 Rod DiBona
 Rapid Fire
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum- boun...@firesprinkler.org] On Behalf Of Top 
 Myers
 Sent: Thursday, September 16, 2010 12:11 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Anti Freeze for commercial
 
 Have you all seen pictures of what happened when there was a problem.
 We are not talking a fire but some serious explosion.  At some point 
 we just have to do what is right.  There are more possible TIA's ion 
 the wings that address the fact that antifreezes are sometime used in 
 restaurants and lodges and other areas that a group of people gather.
 NFPA did not takes these areas into consideration and they should 
 have considered.  I believe key is to allow premix glycerin only at 50%
max.
 It is important to note that you cannot properly mix in field the 
 same way a chemical processor can do.
 
 We need to design away from this stuff and it can be done.  There are 
 many contractors that do not use antifreeze.  It is important to 
 remember that in homes which will not be inspected or maintained 
 having antifreeze, backflow, expansion tanks etc. will  be a problem 
 and a black eye for our industry.
 
 We are going to need help from AHJ's who want sprinklers in unheated 
 areas and from builders who do not want to give us a soffit to 
 properly insulate pipe.  Tell both no and get it in writing with 
 builder he is responsible for freeze if he will not help.
 
 
 
 Top Myers
 RelMark Group
 961 Pottstown Pike
 Chester Springs, PA 19425
 610-321-2415 X-219   Cell 610-952-0965
 tmy...@relmarkgroup.com
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 cherokeefire...@aol.com
 Sent: Wednesday, September 15, 2010 4:01 PM
 To: Todd Williams; sprinklerforum@firesprinkler.org
 Subject: Re: Anti Freeze for commercial
 
 Is it really necessary to remove every head?
 It will be diluted after being drained and refilled with water.
 Its not like we're working with gasoline.
 Forest Wilson
 Cherokee Fire
 
 Sent from my Verizon Wireless Phone
 
 - Reply message -
 From: Todd Williams t...@fpdc.com
 Date: Wed, Sep 15, 2010 1:30 pm
 Subject: Anti Freeze for commercial
 To: sprinklerforum@firesprinkler.org
 
 If you take the heads out and let the stuff spill on the floor. I 
 don't know if it would have enough suction to be reliable.
 
 
 
 At 01:25 PM 9/15/2010, you wrote:
 
 Can you safely use  a wet dry vacuum to make sure you get all of the 
 antifreeze out of a residential system?
 
 Or is that a stupid question?
 
 Greg
 On 9/15/2010 10:57 AM, Todd Williams wrote:
 Maybe your cell mate, Dominick The Hammer, could caddy for you.
 
 
 At 11:28 AM 9/15/2010, you wrote:
 
 
 
a-strip you of your assets
b-put u in jail
 
 any questions?
 
 glc
 
 Not having any assets worth taking, I'm looking for a new 
 retirement
 plan,
 so I have a question:
 
 Would that be one of those nice Fed. Jails with a golf course and
 tennis?
 
 
 
 

RE: Anti Freeze for commercial

2010-09-22 Thread George Church
We've likewise used AF to be able to install CPVC in existing attics where
steel would be a nightmare, or other things like avoiding 30% increase in
MRA off a limited water supply.
I'm not a registered design professional, but ones I've talked to about this
seem to agree the premix is fine. 

Items to watch for in addition to the obvious concentration are high
pressure which leads to smaller droplets and existence of devices/equipment
with open flames that could provide the spark like the unit heater in NJ, or
coking facilities. Yes, Roland, NFPA limiting it to residential missed
restaurants which could have AF, have done them, but in PA we're using
premix so we believe we don't have a problem revealed in Ph 1 or 2 testing,
and we're watching for the release of further testing to prove to the point
NFPA desires that we continue to have a high level of confidence in the
premix concentrations.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Greg McGahan
Sent: Wednesday, September 22, 2010 11:47 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Anti Freeze for commercial

  Ok, I gotcha and that is why I asked the question.

Pros - many years of acceptable performance.
Con- could be disastrous under unknown conditions

Got a building on the water with 1,200' of 3 existing water main. An
antifreeze system works, a dry system won't because instead of reducing the
demand area which ends up being 1,450 sq ft after all factors are include,
you end up at 2,450 for dry system.

I am planning on using 4.2 k heads since its wet (combustible concealed
space).

I was going to buy the pre-mixed stuff.  glycol - 37%. Otherwise a small
4,300 sqft building becomes a very very expensive job.

Greg

On 9/22/2010 9:27 AM, Rod DiBona wrote:
 Am I the only one that is still somewhat skeptical? Seems like a lot of
years without many problems and then a few isolated problems. I think the
jury is still out. The facts are the facts and we must do what is right. I
just don't know if we are dealing with hard facts at this point. No matter
what it is a black eye for the industry at a time when we really didn't need
it. I suspect the homebuilders will use this as a weapon in their arsenal.

 Rod DiBona
 Rapid Fire

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Top 
 Myers
 Sent: Thursday, September 16, 2010 12:11 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Anti Freeze for commercial

 Have you all seen pictures of what happened when there was a problem.
 We are not talking a fire but some serious explosion.  At some point 
 we just have to do what is right.  There are more possible TIA's ion 
 the wings that address the fact that antifreezes are sometime used in 
 restaurants and lodges and other areas that a group of people gather.
 NFPA did not takes these areas into consideration and they should have 
 considered.  I believe key is to allow premix glycerin only at 50% max.
 It is important to note that you cannot properly mix in field the same 
 way a chemical processor can do.

 We need to design away from this stuff and it can be done.  There are 
 many contractors that do not use antifreeze.  It is important to 
 remember that in homes which will not be inspected or maintained 
 having antifreeze, backflow, expansion tanks etc. will  be a problem 
 and a black eye for our industry.

 We are going to need help from AHJ's who want sprinklers in unheated 
 areas and from builders who do not want to give us a soffit to 
 properly insulate pipe.  Tell both no and get it in writing with 
 builder he is responsible for freeze if he will not help.



 Top Myers
 RelMark Group
 961 Pottstown Pike
 Chester Springs, PA 19425
 610-321-2415 X-219   Cell 610-952-0965
 tmy...@relmarkgroup.com

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 cherokeefire...@aol.com
 Sent: Wednesday, September 15, 2010 4:01 PM
 To: Todd Williams; sprinklerforum@firesprinkler.org
 Subject: Re: Anti Freeze for commercial

 Is it really necessary to remove every head?
 It will be diluted after being drained and refilled with water.
 Its not like we're working with gasoline.
 Forest Wilson
 Cherokee Fire

 Sent from my Verizon Wireless Phone

 - Reply message -
 From: Todd Williamst...@fpdc.com
 Date: Wed, Sep 15, 2010 1:30 pm
 Subject: Anti Freeze for commercial
 To:sprinklerforum@firesprinkler.org

 If you take the heads out and let the stuff spill on the floor. I 
 don't know if it would have enough suction to be reliable.



 At 01:25 PM 9/15/2010, you wrote:

 Can you safely use  a wet dry vacuum to make sure you get all of the 
 antifreeze out of a residential system?

 Or is that a stupid question?

 Greg
 On 9/15/2010 10:57 AM, Todd Williams wrote:
 Maybe 

RE: Anti Freeze for commercial

2010-09-22 Thread George Church
There's some commentary, I think by Roland recently, that the TIA's needed
to get out- we've got sprinkler systems causing explosions and killing
people- and the testing results were almost ready but TC members didn't have
the chance to fully understand what was coming. I cannot fault the Standards
Council, their job is to protect the best interests of the NFPA and that
includes erring on the side of caution- a concept hopefully embraced by all
readers of this great Forum.

When I make my unwashed proclamation of what I'm seeing, I have the benefit
of more info than they had, and no one is looking to me for an industry
leadership position like they look at the NFPA (or you're nuts). 

AF % in your neck of the woods has gotta be 98%.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Rod DiBona
Sent: Wednesday, September 22, 2010 4:38 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Anti Freeze for commercial

I will read the reports mentioned and I really agree with Ron that you
basically have three options of which only one is viable If.
conclusive evidence is presented. AF over 50% didn't just become combustible
so if this was a known FACT then why was the industry not concerned for all
of these years. It will be interesting to see how it plays out but I am
still a little skeptical. Maybe with some research and education I will be
where most of you seem to be. At this point it doesn't seem to me that this
is conclusive.

Rod DiBona
Rapid Fire

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Art Tiroly
Sent: Wednesday, September 22, 2010 9:46 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Anti Freeze for commercial

When AF is above 50% it is a combustible liquid below 50% it is not easily
ignited. Break it up, in a fine spray from sprinkler and there is no
surprise that the spray is explosive. If we cant control the industry to not
use high concentrations of AF then we must find a different method. Properly
applied the AF is not a problem IMHO.

Arthur Tiroly
 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matthew J.
Willis
Sent: Wednesday, September 22, 2010 10:47 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Anti Freeze for commercial

There are some good reports out there. One from CCI I think from the NFPA
website might sway your opinion some. Especially the part about 8 sprinklers
of the 10 opening. How many do we design in apartments? As Top said,
Explosion. Windows blown out.., Very Nasty.

Top, any links to pics???

R/
Matt

 

 

Matthew J. Willis, CET
Automatic Fire Sprinklers
Norred Fire Systems L.L.C.
318-387-1134 Voice
318-816-1087 Mobile
318-387-1163 Facsimile
m...@norredfire.com

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum- boun...@firesprinkler.org] On Behalf Of Rod 
 DiBona
 Sent: Wednesday, September 22, 2010 9:28 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Anti Freeze for commercial
 
 Am I the only one that is still somewhat skeptical? Seems like a lot 
 of years without many problems and then a few isolated problems. I 
 think the jury is still out. The facts are the facts and we must do 
 what
is right.
 I just don't know if we are dealing with hard facts at this point. No 
 matter what it is a black eye for the industry at a time when we 
 really didn't need it. I suspect the homebuilders will use this as a 
 weapon in their arsenal.
 
 Rod DiBona
 Rapid Fire
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum- boun...@firesprinkler.org] On Behalf Of Top 
 Myers
 Sent: Thursday, September 16, 2010 12:11 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Anti Freeze for commercial
 
 Have you all seen pictures of what happened when there was a problem.
 We are not talking a fire but some serious explosion.  At some point 
 we just have to do what is right.  There are more possible TIA's ion 
 the wings that address the fact that antifreezes are sometime used in 
 restaurants and lodges and other areas that a group of people gather.
 NFPA did not takes these areas into consideration and they should 
 have considered.  I believe key is to allow premix glycerin only at 
 50%
max.
 It is important to note that you cannot properly mix in field the 
 same way a chemical processor can do.
 
 We need to design away from this stuff and it can be done.  There are 
 many contractors that do not use antifreeze.  It is important to 
 remember that in homes which will not be inspected or maintained 
 having antifreeze, backflow, expansion tanks etc. will  be a problem 
 and a black eye for our industry.
 
 We are going to need help from AHJ's who want sprinklers in unheated 
 areas and 

RE: Fire water mains for multiple building areas

2010-09-20 Thread George Church
There are those mission-critical folks, and those risk-averters, that SHOULD
spend more than minimum consensus standards required.
I'm sure there are a lot of folks that are glad the Pentagon may have had a
heavier-than-usual spec.
And an airport needs to realize- as do many other targets
That multiple fires are more likely than before terrorist threats became a
reality.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Monday, September 20, 2010 12:38 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Fire water mains for multiple building areas

I agree with Chris that this is the big issue. One of the a priori s of the
standards is the single fire concept. Once you shift away from that all bets
are off relative to the NFPA standards you've listed.
You are now dealing with a municipal water system in theory and given the
size, threat, etc. of your city you need a water supply that is
commensurate with that concept. OI don't know of any particular
documentation you could search but I wouldn't be surprised if there weren't
guidelines that insurance raters use to rate municipalities that would apply
or at least provide a starting point.

On Mon, Sep 20, 2010 at 5:54 AM, Chris Cahill fpech...@embarqmail.com
wrote:
 stakeholder demand to cope with two simultaneous fires.  That is the 
 critical phrase as I see it.  If the stakeholder wants this and thus 
 is willing to pay for it what does it matter?  Big pump(s), big 
 tanks(s).  Just be careful on the big tanks.  Sounds like this system 
 could also serve domestic uses much like a municipal system and if you 
 don't get the turnover in the tanks that water gets stale.

 Chris Cahill

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Geir 
 Jensen
 Sent: Monday, September 20, 2010 5:47 AM
 To: Sprinklerforum@firesprinkler.org
 Subject: Fire water mains for multiple building areas

 Fire water mains of a propritary large development shall serve 
 multiple sprinklered buildings spaced well apart. Envision an 
 industrial plant, an airport or a university campus including 
 laboratories. The fire water mains shall also serve fire brigade hydrants.

 In such cases we comply with a number of standards within NFPA (such 
 as 1, 13, 24, 14, 101 and the occupancy specific standards) or 
 similar. Add to this national regulations. Add to this hose allowance. 
 Even add to this stakeholder demand to cope with two simultaneous fires.

 In complying to all requirements, water demand tends to increase by 
 method of addition to seemingly unrealistic proportion. Each standard 
 incorporate a kind of safety factor, so in lack of a systematic 
 approach (like probability risk analysis) water demand is unduly
increased.

 Any suggestion to a guide or a standard that addresses this?
 Any experience on determining the demand at such large proprietary 
 fire water mains?

 I am not asking about the water mains design. My concern is assessment 
 of water demand only.


 Geir Jensen
 COWI Fire
 Technical Director
 g...@cowi.commailto:%20g...@cowi.no
 www.cowi.com


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--
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
AFSA, SFPE, ASCET, NFPA, NFSA, AFAA, ASEE, NIBS, WSAFM, WFC

They are happy men whose natures sort with their vocations. -Francis Bacon,
essayist, philosopher, and statesman (1561-1626)
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For Technical 

RE: Monitor nozzle

2010-09-20 Thread George Church
Seriously, how many of us were staying up at night this weekend, worrying
about the .97 vrs .98?

Your nozzle must be fundamentally different :)

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Monday, September 20, 2010 1:43 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Monitor nozzle

--And if you just have Q, convert to ft^3/sec, convert 1.75 diam to ft^2,
divide 1st by 2nd to get ft/sec, h=v^2/2g, P= h x .433. (coefficient of
discharge for monitor noz might be about .98, g=32.2 ft/sec^2)--

This means the coefficient of discharge is .97

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Thursday, September 16, 2010 10:16 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Monitor nozzle 

And if you just have Q, convert to ft^3/sec, convert 1.75 diam to ft^2,
divide 1st by 2nd to get ft/sec, h=v^2/2g, P= h x .433. (coefficient of
discharge for monitor noz might be about .98, g=32.2 ft/sec^2)

-Original Message-
From: Art Tiroly [mailto:atir...@atcofirepro.com]
Sent: Thursday, September 16, 2010 9:23 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Monitor nozzle

A 1.75 smooth bore nozzle has a K = 88.67. Your nozzle may be different.

Art

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jamie.seidl
Sent: Thursday, September 16, 2010 9:43 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Monitor nozzle

Thanks Richard.  That one is an old one to me :). Must be Monday here. 

Jamie
Sent from my iPhone

On Sep 16, 2010, at 9:39 AM, Richard Carr
richa...@associatedsprinkler.com wrote:

 K= Q DIVIDED BY SQUARE ROOT OF P, So if you have your Q and P you can 
 get your K.
 
 Richard Carr, SET
 Design Manager
 Associated Sprinkler Co., LLC
 336.373.3901 ext 217
 richa...@associatedsprinkler.com
 
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 Jamie.seidl
 Sent: Thursday, September 16, 2010 9:33 AM
 To: Afsa
 Subject: Monitor nozzle
 
 Does anyone have a k factor equivalent for a 1-3/4 monitor nozzle?
 
 Jamie
 Sent from my iPhone
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RE: Monitor nozzle

2010-09-20 Thread George Church
As opposed to 'wow, there goes prolific brad'?

Just out of curiosity, is there supposed to be a comma between amazing and
brad?
Or is there none there intentionally.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Monday, September 20, 2010 3:46 PM
To: 'Thom'; sprinklerforum@firesprinkler.org
Subject: RE: Monitor nozzle

:) the main reason I post anything is I want all other sprinks to say 'wow
that's amazing brad'. Once I put gravity back into the formulas and used
feet and seconds only, I gained a tremendous amount of sprinkler calc
confidence-- now I can use derived formulas and look-up tables most of the
time- but am able to get from one thing to another logically in any rare
situations. 

-Original Message-
From: Thom [mailto:tmcma...@firetechinc.com]
Sent: Monday, September 20, 2010 2:33 PM
To: sprinklerforum@firesprinkler.org; bcasterl...@fsc-inc.com
Subject: RE: Monitor nozzle

Yeah besides that .98/.97 really only works in the theory world. When the
fitter drops the nozzle installing it, do you think he'll ever admit it's
egg shaped with that big gouge in it cause he dropped it. Especially if no
one notices. What's it's CD now? .821365798213465?


Seriously, how many of us were staying up at night this weekend, worrying
about the .97 vrs .98?

Your nozzle must be fundamentally different :)


--And if you just have Q, convert to ft^3/sec, convert 1.75 diam to ft^2,
divide 1st by 2nd to get ft/sec, h=v^2/2g, P= h x .433. (coefficient of
discharge for monitor noz might be about .98, g=32.2 ft/sec^2)--

This means the coefficient of discharge is .97


And if you just have Q, convert to ft^3/sec, convert 1.75 diam to ft^2,
divide 1st by 2nd to get ft/sec, h=v^2/2g, P= h x .433. (coefficient of
discharge for monitor noz might be about .98, g=32.2 ft/sec^2)


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RE: Pump Churn

2010-09-19 Thread George Church
What needs to be looked at is the curve of the pump you are using, not a
guess at the range of values not supported by anything.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince Sabolik
Sent: Saturday, September 18, 2010 10:16 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Pump Churn

I would check it too! I was in the middle of design for a couple of these
bads boys
(3,000 gpm) and that's actually what happened.

I don't base design on these figures necessarily and stay with the 10-20%
range.
But the 140% does need to be looked at when your rated pressure gets to be
125 psi or so, no?

At 10:03 AM 9/18/2010, you wrote:
I would check the 140% just to be sure.  Churn will be system pressure, 
or actually 5# above churn if everything is set right and you should 
know if you'll be above 175# for system fittings and heads.  You can
specify a max.
churn if you need to and let the pump mfgrs. build to spec.  It's not 
uncommon to see max churn in specifications, especially when concerned 
with keeping system pressures below 175 or whatever.  Until the early 
80's is was 120% but when VIP's came out, they petitioned for change.
TD


In my experience most pumps are usually 110-115%, some higher.
Vertical turbines go about 130-140% .


At 09:30 AM 9/17/2010, you wrote:
 NFPA 20 says that pump shutoff (churn) can range from 101% - 140% of 
 the rated head. I use Hydracalc for our hydraulics and I see by 
 default it sets it to 110%, where does 110% come from? Is that pretty 
 much the industry standard for safety or is there more to it?
 
 
 
 Brian Harris

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Vince Sabolik
Christi Fire Protection, Inc.
11351 Pearl Road
Strongsville, Ohio 44136

T 440 572-7730  F 440 572-7719  Email: 
mailto:vi...@christifire.comvi...@christifire.com
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RE: Pump Churn

2010-09-17 Thread George Church
First, its far better once you're out of the estimating phase, to input the
actual pump curve from the mfr's performance graph. It doesn't need to tbe
the certified pump curve for your exact pump, the model is fine. But that
will tell you the reality you're dealing with. You'll find, for example,
that some larger pumps don't drop off near as much as the NFPA 20 criteria
allows them to, and you have more than 65% at 150%. We installed a large
pump last summer that only dropped from 2104 to 2101 rpm going from churn to
150%- zero flow to 4500 GPM! 

If you're estimating (i.e., in a hurry), then 110% is closer to the average
than the max allowed (140%). Don't be optimistic you'll find one producing
way out at the max.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Friday, September 17, 2010 9:31 AM
To: sprinklerforum@firesprinkler.org
Subject: Pump Churn

NFPA 20 says that pump shutoff (churn) can range from 101% - 140% of the
rated head. I use Hydracalc for our hydraulics and I see by default it sets
it to 110%, where does 110% come from? Is that pretty much the industry
standard for safety or is there more to it?

 

Brian Harris

First Defense Fire Protection

11957 Ramah Church Road

Huntersville, NC 28078

Phone: 704.948.3506

Fax: 704.948.3507

Nicet # 128476

 





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RE: Moving part of sprinkler system

2010-09-17 Thread George Church
Detection and water cannon(s) ?
I've seen some spots, a high gallery at the King of Prussia mall during a
renovation comes to mind, where it would have been a godsend to have been
able to do that instead of getting over fountains in an articulating boom.
Course then you think about the AP news story front page of what a false
trip would result in.and install closed head wet.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matsuda,
Richard
Sent: Friday, September 17, 2010 9:39 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Moving part of sprinkler system

I didn't see this email before I responded earlier so please ignore my
suggestion for the carousel and platform.
Heck, this is a fully enclosed room which is going up and down...and
rotating, too?
rick matsuda

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Geir Jensen
Sent: Friday, September 17, 2010 8:31 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Moving part of sprinkler system

Thanks. This stage platform is a fully enclosed volume (the top of it make
up part of the main stage floor), though no fire resistance rating.
Volume is 50 sq meter x 2,3 meter high (some 550 sq ft x 7 f height). It
contain mechanical and electrical components plus some sandwhich panels with
combustible insulation. Total weight is an issue which prohibits full-size
stand alone units mounted on the moving structure.

Geir Jensen
COWI Fire
g...@cowi.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Richardson, R
Sent: Friday, September 17, 2010 3:29 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Moving part of sprinkler system

Is this a second floor level of the stage or is there a hole in the floor
when it raises? 



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of John Drucker
Sent: Friday, September 17, 2010 06:26
To: sprinklerforum@firesprinkler.org
Subject: Re: Moving part of sprinkler system

Look at what they do for the waterway of a fire apparatus aerial platform.
Contact one of the major manufacturers I'm sure than can help.
As for listing request a variation

- Original Message -
From: sprinklerforum-boun...@firesprinkler.org
sprinklerforum-boun...@firesprinkler.org
To: Sprinklerforum@firesprinkler.org Sprinklerforum@firesprinkler.org
Sent: Fri Sep 17 07:56:45 2010
Subject: Moving part of sprinkler system

A part of a theater stage is moving up-down and may turn up to 360 degrees.
Building is fully sprinklered except for the moving part which contain LH
type of combustible material and require 6-10 sprinkler heads.

Does a design exist to accommodate this?  A swivel pipe connection or a
360 degree twistable coil of flexible pipe or hose is my immediate idea.
However, suspect neither listed nor offered designs are available for such
application?

We considered stand alone system for the moving part, but challenges are
cost, maintentence, space, certifications etc.

Appreciate any advice...

Geir Jensen
COWI Fire
g...@cowi.commailto:%20g...@cowi.no
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RE: AFSA

2010-09-17 Thread George Church
LOL-
I'm picturing Ron with 15 lbs of gold chain around his neck like Mr T.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Friday, September 17, 2010 10:36 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: AFSA

You cleanse them with fire if you're a fire guy.

On Fri, Sep 17, 2010 at 7:31 AM, cherokeefire...@aol.com
cherokeefire...@aol.com wrote:
 George is right. My question is what do you do with parasites?
 You destroy them, through antibiotics or garlic in primitive areas without
access to drugs.

 Therefore, I propose that the AFSA fund a garlic van team, similar to the
A Team. The team would travel around the country to visit these non members,
and give them a choice: Sign a check on the spot or be forced to eat 100
cloves of garlic.

 And they should certainly be singled out if they step within 100 yards of
the convention.

 Sent from my Verizon Wireless Phone

 - Reply message -
 From: George Church for...@ptd.net
 Date: Thu, Sep 16, 2010 1:24 pm
 Subject: AFSA
 To: sprinklerforum@firesprinkler.org

 And let me stick in one last plug for attending the AFSA Convention, 
 and remind all on here that the Association needs a membership check 
 or a donation if you can't afford to pay in full for the services you use.

 If you don't pay your own way, the rest of us carry you.
 PARASITE would be the applicable word for those in that category.



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--
Ron Greenman
Instructor
Fire Protection Engineering Technology
Bates Technical College
1101 So. Yakima Ave.
Tacoma, WA 98405

rgreen...@bates.ctc.edu

http://www.bates.ctc.edu/fireprotection/

253.680.7346
253.576.9700 (cell)

Member:
AFSA, SFPE, ASCET, NFPA, NFSA, AFAA, ASEE, NIBS, WSAFM, WFC

They are happy men whose natures sort with their vocations. -Francis Bacon,
essayist, philosopher, and statesman (1561-1626)
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RE: Fire pump meter loop

2010-09-16 Thread George Church
Got this series of questions and comments from a Fire Marshal in a
neighboring county. Any ideas?
 
Q. I am looking for some low flow rate residential sprinkler heads.  I can
find 13 GPM heads but,  would like to find one with a lower rate of
discharge. 
 
Q. Ordinary or Intermediate Temperature?
 
Q. Type of head- pendant, concealed, side wall, etc??
 
 
A. Either recessed or concealed pendant .   135 or 155.  I am trying to work
through a P2904 sprinkler system that has a ¾” supply feed at about 50’ in
length which limits me to  14 GPM.  The houses at Stevens Tech had new water
services installed recently and only installed ¾” pipe.  Street is closed ,
sidewalk is poured and the front porch footers are in place.  POPPPS!!
They forgot to put me in that loop.  
 


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RE: Pipe Schedule Systems

2010-09-16 Thread George Church
Sounds like the AHJ may be overstepping his boundries. Additions to Pipe
schedule systems are allowed without calcs in #13.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of steve
Sent: Thursday, September 16, 2010 10:10 AM
To: AFSA
Subject: Re: Pipe Schedule Systems

The standard requires a minimum pressure be available at the highest/most
remote sprinkler - is that the calc that's been requested?   Still no
requirement for a hose allowance though. 

Steve 


Sent from my Verizon Wireless BlackBerry

-Original Message-
From: Matthew J. Willis m...@norredfire.com
Sender: sprinklerforum-boun...@firesprinkler.org
Date: Thu, 16 Sep 2010 08:59:48
To: sprinklerforum@firesprinkler.org
Reply-To: sprinklerforum@firesprinkler.org
Subject: RE: Pipe Schedule Systems

Then it will no longer be a pipe schedule, but a calculated system. Which
requires hose streams.

R/
Matt

 

 

Matthew J. Willis, CET
Automatic Fire Sprinklers
Norred Fire Systems L.L.C.
318-387-1134 Voice
318-816-1087 Mobile
318-387-1163 Facsimile
m...@norredfire.com
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum- boun...@firesprinkler.org] On Behalf Of Brian 
 Harris
 Sent: Thursday, September 16, 2010 8:57 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Pipe Schedule Systems
 
 David-
 We are doing some minor work to an existing warehouse that was done 
 with the pipe schedule method. Now the AHJ wants us to provide 
 hydraulic calc's to show him if the existing system will work.
 
 Brian Harris
 FDFP Inc.
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Autry, 
 David
 Sent: Thursday, September 16, 2010 9:39 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Pipe Schedule Systems
 
 What exactly would you add it to?
 
 David Autry
 Plans Examiner
 Nebraska State Fire Marshal's Office
 246 S. 14th Street
 Lincoln, NE 68508
 402-471-9659
 402-471-3118 fax
 www.sfm.ne.gov
 
 ** Note new email address: david.au...@nebraska.gov
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian 
 Harris
 Sent: Thursday, September 16, 2010 8:36 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Pipe Schedule Systems
 
 I swear I read somewhere that for a pipe schedule system you do not 
 need to add hose allowance, Am I nuts?
 
 
 
 Brian Harris
 
 First Defense Fire Protection
 
 11957 Ramah Church Road
 
 Huntersville, NC 28078
 
 Phone: 704.948.3506
 
 Fax: 704.948.3507
 
 Nicet # 128476
 
 
 
 
 
 
 
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RE: Pump Rooms

2010-09-16 Thread George Church
Dan, what's another name for an FS bracket? 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dan Arbel
Sent: Thursday, September 16, 2010 11:53 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Pump Rooms

Have a case of pump room flooding to failure of FS bracket on 6 riser.

The diesel engine was damaged.

I have got 2 such failures in the last months. One noted above, one in
another place on 3 mains. 

I wonder if any of the forum members experienced such failures. 

The brackets are of Aluminum casting.  

www.riskmanage.com
Dan Arbel,
T: +972-4-8243337;
F: +972-4-8243278;
M: +972-52-2810593


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Thursday, September 16, 2010 17:44
To: sprinklerforum@firesprinkler.org
Subject: RE: Pump Rooms

Matt-
The pump room is in the basement of the warehouse. Electric motor driven.

Brian Harris
FDFP Inc.
 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matt Grise
Sent: Thursday, September 16, 2010 11:41 AM
To: 'sprinklerforum@firesprinkler.org'
Subject: RE: Pump Rooms

Inside pump room or outside pump house?

Matt Grisé PE*, LEED AP
Sales Engineer
Alliance Fire Protection
*Licensed in KS  MO 

913.888.0647 ph
913.888.0618 f
913.927.0222 cell
www. AFPsprink.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Thursday, September 16, 2010 10:27 AM
To: sprinklerforum@firesprinkler.org
Subject: Pump Rooms

What's the consensus on ventilating pump rooms? 5.12.5 (NFPA 20) Says that
provisions for ventilation need to be made, is this for all pump rooms or
diesel only? I'm getting conflicting stories from the AHJ  the pump rep.

 

Brian Harris

First Defense Fire Protection

11957 Ramah Church Road

Huntersville, NC 28078

Phone: 704.948.3506

Fax: 704.948.3507

Nicet # 128476

 





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AFSA

2010-09-16 Thread George Church
And let me stick in one last plug for attending the AFSA Convention, and
remind all on here that the Association needs a membership check or a
donation if you can't afford to pay in full for the services you use.

If you don't pay your own way, the rest of us carry you. 
PARASITE would be the applicable word for those in that category.



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RE: Anti Freeze for commercial

2010-09-15 Thread George Church
So long as the mix is within limits as noted in the initial testing, and
you're not in an area with either unit heaters (a la NJ) or cooking areas
(Tuckee) and the customer is aware of the ban and you present
alternatives- ugly as they may be- and the Owner understands it is the
obvious choice in your scenario, then you've done your part to educate.

It is likely that the AHJ has not codified the recent TIAs so while it is a
recognized problem, its probably not in the ADOPTED code yet in your
jurisdiction, although I'd suggest contacting the AHJ to CYA- and stay
abreast of the continuing testing.

We're bidding a project this week with AF loop shown for protecting a couple
garages in an apt building, no unit heaters, and the EOR understood the
problem, did research, and echoed what I wrote above.

Note that this is my personal opinion, I'm not a registered design
professional, and this is outside the scope of my TC work.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Greg McGahan
Sent: Wednesday, September 15, 2010 9:43 AM
To: sprinklerforum@firesprinkler.org
Subject: Anti Freeze for commercial

  How do you all feel about continuing to utilize antifreeze in commercial
systems?
Thanks,
Greg

On 9/14/2010 10:52 AM, Charles Thurston wrote:
 Hello Matthew,

 I was just told by the Tyco rep the notice would be out tomorrow about the
dry system.

 Tuesday, September 14, 2010, 11:15:37 AM, you wrote:

 A timely answer to A/F woes...


 Matthew J. Willis, CET
 Automatic Fire Sprinklers
 Norred Fire Systems L.L.C.
 318-387-1134 Voice
 318-816-1087 Mobile
 318-387-1163 Facsimile
 m...@norredfire.com
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum- boun...@firesprinkler.org] On Behalf Of 
 George Church
 Sent: Tuesday, September 14, 2010 10:15 AM
 To: sprinklerforum@firesprinkler.org; tm...@mfpdesign.com
 Subject: RE: Residential Dry Systems

 I haven't seen the flyer but I believe its in the neighborhood of 15
PSI.
 The concern is the same as in steel pipe systems- huge amount of 
 potential energy with the possibility of rupturing piping in the 
 case of CPVC. The inevitable air pockets in a CPVC system 
 undergoing acceptance testing at
 200
 PSI certainly has the air in the pocket at 200 PSI; but with the 
 vast majority of the piping filled with virtually incompressible 
 water, the amount of stored energy isn't as great. Most of us have 
 heard the incredible power of caps blowing thru block walls when 
 there is a buildup of excessive pressure in steel pipe systems.

 The residential dry system will be tripped on sustained decay of 
 air pressure, based on the Potter QRS switch used in their 
 electronic accelerator. It might just open a solenoid since there 
 is no need for a differential-type DPV. Naturally residential 
 systems will need to be calculated for water delivery time, 15 seconds.

 glc

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 Travis Mack, SET
 Sent: Tuesday, September 14, 2010 11:01 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Residential Dry Systems

   Has anyone seen the flyer for the new Tyco Residential Dry Pipe 
 systems?
 It states that it is listed for use with Tyco CPVC pipe and 
 fittings.  I was surprised to see the use of CPVC with a dry 
 system.  I had always thought that compressed air and CPVC was a 
 very bad thing.

 --
 Please feel free to call if you have any questions or comments.

 Sincerely,

 Travis Mack, SET
 MFP Design, LLC
 2508 E Lodgepole Drive
 Gilbert, AZ 85298
 Office (480) 505-9271
 Fax (866) 430-6107

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RE: Anti Freeze for commercial

2010-09-15 Thread George Church
AMEN
I said address it intelligently with Owner and contact AHJ.
Ignoring it could lead to being found negligent.
Being found negligent can 
  a-strip you of your assets
  b-put u in jail

any questions?

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
jdenha...@stricklandfire.com
Sent: Wednesday, September 15, 2010 10:14 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Anti Freeze for commercial

You better have your backside protected if you ignore it.

John
Sent from my BlackBerryR smartphone with Nextel Direct Connect

-Original Message-
From: Dewayne Martinez deway...@dbfp.net
Sender: sprinklerforum-boun...@firesprinkler.org
Date: Wed, 15 Sep 2010 08:55:27
To: sprinklerforum@firesprinkler.org
Reply-To: sprinklerforum@firesprinkler.org
Subject: RE: Anti Freeze for commercial

Since this only affects the 2010 versions what is everyone else doing in
municipalities that only recognize 2007 or earlier? 
Ignore it?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Wednesday, September 15, 2010 8:58 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Anti Freeze for commercial

So long as the mix is within limits as noted in the initial testing, and
you're not in an area with either unit heaters (a la NJ) or cooking areas
(Tuckee) and the customer is aware of the ban and you present
alternatives- ugly as they may be- and the Owner understands it is the
obvious choice in your scenario, then you've done your part to educate.

It is likely that the AHJ has not codified the recent TIAs so while it is a
recognized problem, its probably not in the ADOPTED code yet in your
jurisdiction, although I'd suggest contacting the AHJ to CYA- and stay
abreast of the continuing testing.

We're bidding a project this week with AF loop shown for protecting a couple
garages in an apt building, no unit heaters, and the EOR understood the
problem, did research, and echoed what I wrote above.

Note that this is my personal opinion, I'm not a registered design
professional, and this is outside the scope of my TC work.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Greg McGahan
Sent: Wednesday, September 15, 2010 9:43 AM
To: sprinklerforum@firesprinkler.org
Subject: Anti Freeze for commercial

  How do you all feel about continuing to utilize antifreeze in commercial
systems?
Thanks,
Greg

On 9/14/2010 10:52 AM, Charles Thurston wrote:
 Hello Matthew,

 I was just told by the Tyco rep the notice would be out tomorrow about

 the
dry system.

 Tuesday, September 14, 2010, 11:15:37 AM, you wrote:

 A timely answer to A/F woes...


 Matthew J. Willis, CET
 Automatic Fire Sprinklers
 Norred Fire Systems L.L.C.
 318-387-1134 Voice
 318-816-1087 Mobile
 318-387-1163 Facsimile
 m...@norredfire.com
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum- boun...@firesprinkler.org] On Behalf Of 
 George Church
 Sent: Tuesday, September 14, 2010 10:15 AM
 To: sprinklerforum@firesprinkler.org; tm...@mfpdesign.com
 Subject: RE: Residential Dry Systems

 I haven't seen the flyer but I believe its in the neighborhood of
 15
PSI.
 The concern is the same as in steel pipe systems- huge amount of 
 potential energy with the possibility of rupturing piping in the 
 case of CPVC. The inevitable air pockets in a CPVC system 
 undergoing acceptance testing at 200 PSI certainly has the air in 
 the pocket at 200 PSI; but with the vast majority of the piping 
 filled with virtually incompressible water, the amount of stored 
 energy isn't as great. Most of us have heard the incredible power 
 of caps blowing thru block walls when there is a buildup of 
 excessive pressure in steel pipe systems.

 The residential dry system will be tripped on sustained decay of 
 air pressure, based on the Potter QRS switch used in their 
 electronic accelerator. It might just open a solenoid since there 
 is no need for a differential-type DPV. Naturally residential 
 systems will need to be calculated for water delivery time, 15
seconds.

 glc

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 Travis Mack, SET
 Sent: Tuesday, September 14, 2010 11:01 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Residential Dry Systems

   Has anyone seen the flyer for the new Tyco Residential Dry Pipe 
 systems?
 It states that it is listed for use with Tyco CPVC pipe and 
 fittings.  I was surprised to see the use of CPVC with a dry 
 system.  I had always thought that compressed air and CPVC was a 
 very bad thing.

 --
 Please feel free to call if you have any questions or comments.

 Sincerely,

 Travis Mack, SET
 MFP Design, LLC

RE: Fire pump meter loop

2010-09-15 Thread George Church
I don't know if #20 has changed, but a header wasn't required, only a means
of testing the fire pump. So you could test from standpipe hose valves or a
roof manifold, hydrants off the boosted UG loop, or other means on the
3-year basis. Or toss in a valved outlet and every 3 years hook up a pipe
with sufficient hose valves and install for the day.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of John Drucker
Sent: Wednesday, September 15, 2010 12:51 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Fire pump meter loop

2002 NFPA-25

8.3.3.1.2.3 Use of the Pump Discharge Via the Bypass Flowmeter to Pump
Suction (Closed-Loop Metering). Pump suction and discharge pressures and the
flowmeter measurements shall determine the total pump output.

8.3.3.1.3 Where the annual test is conducted periodically in accordance with
8.3.3.1.2.3, a test shall be conducted every 3 years in accordance with
8.3.3.1.2.1 or 8.3.3.1.2.2 in lieu of the method described in 8.3.3.1.2.3.

John Drucker Jr CET
Fire Protection Subcode Official
Fire/Building/Electrical Inspector
Borough of Red Bank, NJ 

PS, Interesting, just had this conversation with a building owner about an
hour ago :-)


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jamie.seidl
Sent: Wednesday, September 15, 2010 12:39 PM
To: Afsa
Subject: Fire pump meter loop

I seem to recall that if you have a meter loop on a fire pump, you are still
required to install a pump test header, and do a discharge test every 5
years, but I can't seem to find it in 20. Is this correct?

Jamie
Sent from my iPhone
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RE: Residential Dry Systems

2010-09-14 Thread George Church
I haven't seen the flyer but I believe its in the neighborhood of 15 PSI.
The concern is the same as in steel pipe systems- huge amount of potential
energy with the possibility of rupturing piping in the case of CPVC. The
inevitable air pockets in a CPVC system undergoing acceptance testing at 200
PSI certainly has the air in the pocket at 200 PSI; but with the vast
majority of the piping filled with virtually incompressible water, the
amount of stored energy isn't as great. Most of us have heard the incredible
power of caps blowing thru block walls when there is a buildup of excessive
pressure in steel pipe systems.

The residential dry system will be tripped on sustained decay of air
pressure, based on the Potter QRS switch used in their electronic
accelerator. It might just open a solenoid since there is no need for a
differential-type DPV. Naturally residential systems will need to be
calculated for water delivery time, 15 seconds.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Travis Mack,
SET
Sent: Tuesday, September 14, 2010 11:01 AM
To: sprinklerforum@firesprinkler.org
Subject: Residential Dry Systems

  Has anyone seen the flyer for the new Tyco Residential Dry Pipe systems?
It states that it is listed for use with Tyco CPVC pipe and fittings.  I was
surprised to see the use of CPVC with a dry system.  I had always thought
that compressed air and CPVC was a very bad thing.

--
Please feel free to call if you have any questions or comments.

Sincerely,

Travis Mack, SET
MFP Design, LLC
2508 E Lodgepole Drive
Gilbert, AZ 85298
Office (480) 505-9271
Fax (866) 430-6107

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RE: Spec Building

2010-09-13 Thread George Church
Naturally any of these are simply a starting point for either the discussion
with the AHJ or the support for the qualification you'd put in your
proposal.
Approved means accepted by the (local?) AHJ.
Or we can do what many of us have done for years- it's an empty building, OH
1 should cover it.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Letterman,
Todd
Sent: Monday, September 13, 2010 10:24 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Spec Building

There use to be a spec density in the UBC standards Volume 3 which was a
Ordinary hazard II/ 3000 for undetermined use. 

Todd Letterman
Fire Prevention Engineer CFPS
Riverside County Fire Department   Fire never sleeps
(951) 955-5273 FAX (951) 955-4886
todd.letter...@fire.ca.gov
 
 Life is not about waiting for the storm to pass but learning how to dance
in the rain
 
 

-Original Message-
From: Gary Stites [mailto:gsti...@gmail.com]
Sent: Friday, September 10, 2010 4:11 PM
To: sprinklerforum@firesprinkler.org
Subject: Spec Building

I seem to remember a density (.17 / 3000' ? -  .25 / 3000'?)) for buildings
with undetermined occupancy. Such as a spec building or a lease building.

Anybody know where that code is? (If it exists at all)

--
Gary Stites

www.sprinklersoft.net

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RE: Antifreeze

2010-09-13 Thread George Church
It's not that they don't understand that you're putting in food grade
additives.
It's a realization, likely true, that some moron may toss Prestone in there
at some future date.
And as many times as we've seen empty jugs of Prestone in attics,  its tough
to argue with them (the water purveyor) about it.

You can also minimize the impact if this is an addition by sizing the RPZ
for just the tag-along extension, not go back to the riser and replace an 8
DCDA with an RPZ and kill the calcs in the rest of the building. 

And while I don't minimize the deaths allegedly related to AF in NJ and CA,
I also don't think for those of us in climes where premix works, that the
sky is falling and the test data released to date indicates -for the samples
tested- that the premix didn’t support explosions.  So if you're installing
premix, you SHOULD, MIGHT, COULD BE, all right. Or they could sue your butt
off, just depends if there is a unit heater out there and a picnic
table.who'd have thunk those would drive what cold protection scheme you
use?

Your state doesn't adopt TIA's as soon as they are issued, do they? And is
this a dreaded residential occupancy? If so, consider dry-pipe or a beer
system.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matt Grise
Sent: Monday, September 13, 2010 4:30 PM
To: 'sprinklerforum@firesprinkler.org'; 'tm...@mfpdesign.com'
Subject: RE: Antifreeze

That is my understanding also. Most water suppliers (all that I know of)
require an RP whenever a foreign chemical is introduced.

Matt Grisé PE*, LEED AP
Sales Engineer
Alliance Fire Protection
*Licensed in KS  MO 

913.888.0647 ph
913.888.0618 f
913.927.0222 cell
www. AFPsprink.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Travis Mack,
SET
Sent: Monday, September 13, 2010 3:15 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Antifreeze

  dependent on the water purveyor is my understanding.

On 9/13/2010 1:14 PM, Brian Harris wrote:
 I've searched through NFPA-13  the archives and can't find a 
 definitive answer.. Do antifreeze loops require an RPZ on the supply 
 into the building or is this dependant on the AHJ?



 Brian Harris

 Design Manager

 First Defense Fire Protection

 11957 Ramah Church Road

 Huntersville, NC 28078

 Phone: 704.948.3506

 Fax: 704.948.3507

 Nicet # 128476







 ===
 Email scanned by PC Tools - No viruses or spyware found.
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RE: ESFR Heads Skylights

2010-09-09 Thread George Church
Tell em you can't move without significant added cost (i.e., COR) and just
shift them to center between your lines. End of problem.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne
Martinez
Sent: Thursday, September 09, 2010 6:46 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: ESFR Heads  Skylights

Brian,
I know in the past we have ignored the skylights because they were small.  I
am not saying this was correct but we ran into the same problem with the 8ft
min plus 13 wants the heads on adjacent lines to maintain the same pattern
so you could potentially add a lot of sprinklers.  What about having the
owner provide some type of cover for the skylight? 

Dewayne Martinez
Design Build Fire Protection
New Berlin, WI


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Wednesday, September 08, 2010 4:12 PM
To: sprinklerforum@firesprinkler.org
Subject: ESFR Heads  Skylights

I'm working on a job that has ESFR K22.5 heads and now the owner wants to
add a row of skylights down the middle of the building. Of course there's a
row of heads down the middle of the building as well, the problem is that
the heads are pendants with a current deflector distance of 15, with the
skylights installed (5) of the heads fall directly under the skylights and
in those areas the deflectors will be 32 down.
Any ideas as to the quickest/cheapest fix? Even re-spacing the entire line
doesn't seem to work because of the 8' min. distance requirement between the
heads. Any help would be greatly appreciated.

 

Thanks!

Brian Harris

FDFP Inc.

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RE: Diesel Pump Engine RPM

2010-09-01 Thread George Church
NFPA 13 and 20 certainly DO allow performance-based designs under 1.5
Equivalency. 
So long as a test indicates a certain level of performance, and the AHJ
approves the use of those results and the contractor is prudent enough to
allow degradation of pump and water supply to the satisfaction of the AHJ,
or AHJs (plural) since BCO, fire official, and insurance AHJ could all be
involved, if it is APPROVED (found acceptable to the AHJs) then there is
nothing preventing the use of more than the rating of a pump if that higher
level of performance exists that I'm aware of. Written documentation by a
qualified person must be submitted to the AHJ to gain approval.

Versus the competitor who, in a proposal I just read, that their insurance
carrier wouldn't let them do anything that wasn't in the code. Well, its in
there, I just don't think they know what options are available to them, and
I sure bet they don't subscribe to this Forum where they could learn. You
get out of it what you put into it, and from the sound of their proposal,
they don't put forth much extra effort. (sigh) sometimes its like shooting
fish in a barrel, we got the job. Thanks, AFSA, for hosting the Forum.

glc 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
cherokeefire...@aol.com
Sent: Wednesday, September 01, 2010 11:42 AM
To: Fletcher, Ron; sprinklerforum@firesprinkler.org
Subject: Re: Diesel Pump Engine RPM

The pumps are listed by UL per an approved, ISO registered process. 

The mfr wont guarantee a new pump to perform up to and including the safety
margin. 

You are proposing a performance based design, using the safety margin. 

If this is not an accepted design method in new pump installations, then it
is likely not in retro fits either. 

The pump performance test could be used to measure any degradation in
performance against the original curve. 


Forest Wilson
Cherokee Fire
Sent from my Verizon Wireless Phone

- Reply message -
From: Fletcher, Ron rfletc...@aerofire.com
Date: Wed, Sep 1, 2010 9:58 am
Subject: Diesel Pump Engine RPM
To: sprinklerforum@firesprinkler.org

For a retrofit you wouldn't do a pump test and then use the results of the
test for the calculations?


Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
cherokeefire...@aol.com
Sent: Tuesday, August 31, 2010 6:50 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Diesel Pump Engine RPM

I would contact the mfr. The listing is based on their data sheets i
believe. So the calcs are based on the listed, approved pump. 

Forest

Sent from my Verizon Wireless Phone

Sent from my Verizon Wireless Phone

- Reply message -
From: Tom Duross tduro...@comcast.net
Date: Tue, Aug 31, 2010 8:09 pm
Subject: Diesel Pump Engine RPM
To: sprinklerforum@firesprinkler.org

Short answer, yes I believe.
Typically, engine speed required by the pump is at 150% and climbs according
to the engine as you approach no load.  Engines have an operating range and
usually selected and governor set for the pump's requirements.  I thought
there might be a disclaimer in the most recent 20 regarding PLD controllers,
but not to my knowledge.  I know with non-PLD controllers, we always start
at 150% and work our way back when testing engine-driven pumps as that helps
cool-down.  Plus, you can check RPM at first flow point.  It's unfortunate
affinity calculations are based upon constant speed (as I understand them),
which never exists regardless of driver type.
Sorry for seeming vague but the books beyond arms reach.
TD


NFPA #20, 2003, 11.2.4.1.1. Engines shall be provided with a governor
capable of regulating engine speed within a range of 10 percent between
shutoff and maximum load condition of the pump.

Does this mean that a 1760 rpm rated engine running at 1860 rpm is
acceptable?

If a 1760 rpm rated pump when tested produced 1860 rpm (less than 10%) can
the pressure produced at the higher rpm be used for the system calculations?
In other words can the actual pump test be used for the system calc's or
must we use the manufacturers data sheet regardless the test results?

The pump is a PLD if that matters.

Ron Fletcher

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RE: Diesel Pump Engine RPM

2010-09-01 Thread George Church
It's not as easy to retrofit one on a Tier III as it first seemed..

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher, Ron
Sent: Wednesday, September 01, 2010 12:12 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Diesel Pump Engine RPM

That was the beauty of the PLD's. We could size the pump to compensate for
the mandatory de-rating of the supply and buy back the pressure without
going over 175 psi.


Ron Fletcher
Aero Automatic
Phoenix, AZ


 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
Sent: Wednesday, September 01, 2010 8:57 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Diesel Pump Engine RPM

Not doing pumps on a regular basis, I may be missing something but your
required to compare the actual performance with the Certified pump curve.
Now we always received the certified curve with the pump, and there were
minor diviations from the Cat. Curves. So I would say that if your design
meets the Certified curve performance your OK. Using any Actual
performance above that curve would be iffy, as you'd have to prove it's not
based upon a varied supply or other factor.

Example: Static 50 Residual 20 @ 1750, but the engineer requires that you
only use 45/2...@1575 for future supply degrading. You should exceed the
design when you run your pump test, but if you try and use that, you'll
negate the safety factor the ERO was building in.

Thom

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher, Ron
Sent: Wednesday, September 01, 2010 7:58 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Diesel Pump Engine RPM

For a retrofit you wouldn't do a pump test and then use the results of the
test for the calculations?


Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
cherokeefire...@aol.com
Sent: Tuesday, August 31, 2010 6:50 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Diesel Pump Engine RPM

I would contact the mfr. The listing is based on their data sheets i
believe. So the calcs are based on the listed, approved pump. 

Forest

Sent from my Verizon Wireless Phone

Sent from my Verizon Wireless Phone

- Reply message -
From: Tom Duross tduro...@comcast.net
Date: Tue, Aug 31, 2010 8:09 pm
Subject: Diesel Pump Engine RPM
To: sprinklerforum@firesprinkler.org

Short answer, yes I believe.
Typically, engine speed required by the pump is at 150% and climbs according
to the engine as you approach no load.  Engines have an operating range and
usually selected and governor set for the pump's requirements.  I thought
there might be a disclaimer in the most recent 20 regarding PLD controllers,
but not to my knowledge.  I know with non-PLD controllers, we always start
at 150% and work our way back when testing engine-driven pumps as that helps
cool-down.  Plus, you can check RPM at first flow point.  It's unfortunate
affinity calculations are based upon constant speed (as I understand them),
which never exists regardless of driver type.
Sorry for seeming vague but the books beyond arms reach.
TD


NFPA #20, 2003, 11.2.4.1.1. Engines shall be provided with a governor
capable of regulating engine speed within a range of 10 percent between
shutoff and maximum load condition of the pump.

Does this mean that a 1760 rpm rated engine running at 1860 rpm is
acceptable?

If a 1760 rpm rated pump when tested produced 1860 rpm (less than 10%) can
the pressure produced at the higher rpm be used for the system calculations?
In other words can the actual pump test be used for the system calc's or
must we use the manufacturers data sheet regardless the test results?

The pump is a PLD if that matters.

Ron Fletcher

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RE: Massive crew fights fire at landmark

2010-09-01 Thread George Church
So where's the answer to the question inquiring minds need to know-
WERE THERE SPRKRS?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of John Drucker
Sent: Wednesday, September 01, 2010 12:32 PM
To: sprinklerforum@firesprinkler.org
Subject: Massive crew fights fire at landmark

Massive crew fights fire at landmark
Nearly 200 respond to 27th-floor blaze at downtown Chase building 

By MIKE GLENN, HOUSTON CHRONICLE
The Houston Chronicle

August 31, 2010
Houston firefighters followed the textbook approach in fighting a blaze at
a high-rise building Monday night, officials said, sending dozens of fire
trucks and deploying nearly 200 crew members.

No one was seriously injured in the fire at the JPMorgan Chase building at
712 Main, formerly the Gulf Building, officials said. Five firefighters were
taken to the hospital for smoke inhalation, but their injuries were not
life-threatening, said Assistant Chief Jack Williams.

No cause had been determined by late Monday.

The fire, reported shortly after 8 p.m., was confined to the 27th floor of
the historic building, officials said. At one point, clouds of smoke could
be seen coming from near the top of the building.

The floor is used solely by the Houston Volunteer Lawyers Program, the pro
bono wing of the Houston Bar Association.

The fire was brought under control about 11:20 p.m., said Assistant Chief
Omero Longoria.

Fire officials said fighting such fires is labor-intensive. In Monday's
blaze, about 175 firefighters responded, many carrying their equipment up
the stairs.

Fresh crews were brought in throughout the night to replace their fatigued
colleagues.

Any fire in a high-rise is intensive, just to get water to that level,
Longoria said.

Mayor Annise Parker complimented the department's efforts.

They went above and beyond tonight, she said outside the building Monday
night. They had to pull the hoses all the way up.

Parker said she worked in the Art Deco building for 12 years.

It's a beautiful, historic building, she said.

Firefighters also had to deal with a problem with the building's internal
water supply - apparently a broken pipe. HFD had to pipe water directly into
the building.

City officials said they hope traffic around the building will be cleared by
this morning but were not certain.

It's going to be a long night, Parker said.

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RE: Diesel Pump Engine RPM

2010-09-01 Thread George Church
They're available now from Clarke. We're retrofitting one from 2009.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Phelps, Mark
Sent: Wednesday, September 01, 2010 1:16 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Diesel Pump Engine RPM

Can any of the pump manufacturers weigh in on this issue, and elaborate a
little on the future availability of a PLD on a Tier III?
Mark at Aero

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Wednesday, September 01, 2010 9:24 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Diesel Pump Engine RPM

It's not as easy to retrofit one on a Tier III as it first seemed..

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher, Ron
Sent: Wednesday, September 01, 2010 12:12 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Diesel Pump Engine RPM

That was the beauty of the PLD's. We could size the pump to compensate for
the mandatory de-rating of the supply and buy back the pressure without
going over 175 psi.


Ron Fletcher
Aero Automatic
Phoenix, AZ


 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
Sent: Wednesday, September 01, 2010 8:57 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Diesel Pump Engine RPM

Not doing pumps on a regular basis, I may be missing something but your
required to compare the actual performance with the Certified pump curve.
Now we always received the certified curve with the pump, and there were
minor diviations from the Cat. Curves. So I would say that if your design
meets the Certified curve performance your OK. Using any Actual
performance above that curve would be iffy, as you'd have to prove it's not
based upon a varied supply or other factor.

Example: Static 50 Residual 20 @ 1750, but the engineer requires that you
only use 45/2...@1575 for future supply degrading. You should exceed the
design when you run your pump test, but if you try and use that, you'll
negate the safety factor the ERO was building in.

Thom

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher, Ron
Sent: Wednesday, September 01, 2010 7:58 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Diesel Pump Engine RPM

For a retrofit you wouldn't do a pump test and then use the results of the
test for the calculations?


Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
cherokeefire...@aol.com
Sent: Tuesday, August 31, 2010 6:50 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Diesel Pump Engine RPM

I would contact the mfr. The listing is based on their data sheets i
believe. So the calcs are based on the listed, approved pump. 

Forest

Sent from my Verizon Wireless Phone

Sent from my Verizon Wireless Phone

- Reply message -
From: Tom Duross tduro...@comcast.net
Date: Tue, Aug 31, 2010 8:09 pm
Subject: Diesel Pump Engine RPM
To: sprinklerforum@firesprinkler.org

Short answer, yes I believe.
Typically, engine speed required by the pump is at 150% and climbs according
to the engine as you approach no load.  Engines have an operating range and
usually selected and governor set for the pump's requirements.  I thought
there might be a disclaimer in the most recent 20 regarding PLD controllers,
but not to my knowledge.  I know with non-PLD controllers, we always start
at 150% and work our way back when testing engine-driven pumps as that helps
cool-down.  Plus, you can check RPM at first flow point.  It's unfortunate
affinity calculations are based upon constant speed (as I understand them),
which never exists regardless of driver type.
Sorry for seeming vague but the books beyond arms reach.
TD


NFPA #20, 2003, 11.2.4.1.1. Engines shall be provided with a governor
capable of regulating engine speed within a range of 10 percent between
shutoff and maximum load condition of the pump.

Does this mean that a 1760 rpm rated engine running at 1860 rpm is
acceptable?

If a 1760 rpm rated pump when tested produced 1860 rpm (less than 10%) can
the pressure produced at the higher rpm be used for the system calculations?
In other words can the actual pump test be used for the system calc's or
must we use the manufacturers data sheet regardless the test results?

The pump is a PLD if that matters.

Ron Fletcher

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RE: Job Tracking Software

2010-08-31 Thread George Church
Brian-
There are more of these than you can shake a stick at.
I remember after realizing $25,000 into the wrong program, discussing it
with a GC customer who told me they had a similar mistake- except at a zero
at the end.

Depends what you need it to do, what cost acctg you'e expecting it to track
if costs are involved, or if you simply want scheduling; budget; ease of
use; 

You might be better asking those in a similar capacity and similarly sized
firms as to what they have found successful- and what they haven't like is
as important.

For our overall project scheduling, we just use a spreadsheet on Exel, jobs
down the left, some #des hrs, #hds, #lab hrs to the right summarizing the
estimate, and then L to R we have columns for the upcoming weeks with design
and labor hrs per job on each job's lines, and a summary on the bottom-
divided by 40 to get the # folks needed to accomplish it staring you in the
face, good or bad.

glc

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of John Drucker
Sent: Tuesday, August 31, 2010 3:25 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Job Tracking Software

MS Project  Primavera Suretrak

http://www.microsoft.com/project/en/us/default.aspx

http://www.oracle.com/us/products/applications/042378.htm

Used both, MSP is less money but PST is the leader.

John Drucker Jr CET
Fire Protection Subcode Official
Fire/Building/Electrical Inspector
Borough of Red Bank, NJ 
 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian Harris
Sent: Tuesday, August 31, 2010 3:15 PM
To: sprinklerforum@firesprinkler.org; tm...@mfpdesign.com
Subject: RE: Job Tracking Software

I've seen some programs that create a type of graph, and say for example a
job is running late it automatically updates the other projects completion
dates to reflect it.


Regards,
Brian Harris
FDFP INC.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Travis Mack,
SET
Sent: Tuesday, August 31, 2010 3:12 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Job Tracking Software

  MS Excel..Just make a spreadsheet with what you want to track.

On 8/31/2010 12:10 PM, Brian Harris wrote:
 I'm looking to get some type of software that I can track/schedule 
 active jobs, any input?


 Brian Harris
 Design Manager
 First Defense Fire Protection, Inc.
 11957 Ramah Church Rd.
 Huntersville, NC 28078
 Phone - 704.948.3506
 Fax - 704.948.3507

 NICET #128476
 br...@firstdefensefire.com


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