RE: calc procedure logic

2013-05-24 Thread Brad Casterline
...epilogue...

The next time a similar situation comes up I will weigh Options A  B:

Option A, step 1- start with a listed head with listed RTI and listed Temp
rating. step 2- remove RTI, Temp Rating, chance of accidental fusing, and
chance of not fusing when it should. step 3- spend a year and a hundred
grand getting it listed in this unusual condition. We would measure the
pattern at various pressures playing like there used to be operating parts,
then re-test playing like there never were, then once more with our backs to
the pattern, using a mirror.

Option B, step 1- ask the manufacturer if she/he would stand behind the head
in the above condition, as elementary as it has become. step 2- if yes to
step 1, ask if they have ever flowed water through the head at 28 ft/sec and
measured the pattern, and if not will they please and let me know, speaking
very slowly.

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Re: calc procedure logic

2013-05-24 Thread George Church
Ask them if they flowed it at a specified pressure instead of velocity and you 
will avoid glazed eyes. Speak their language 

And no, outside its listing they likely won't stand behind it because there is 
nothing to stand on. 

Sent from my iPhone

On May 24, 2013, at 8:52 AM, Brad Casterline bcasterl...@fsc-inc.com wrote:

 ...epilogue...
 
 The next time a similar situation comes up I will weigh Options A  B:
 
 Option A, step 1- start with a listed head with listed RTI and listed Temp
 rating. step 2- remove RTI, Temp Rating, chance of accidental fusing, and
 chance of not fusing when it should. step 3- spend a year and a hundred
 grand getting it listed in this unusual condition. We would measure the
 pattern at various pressures playing like there used to be operating parts,
 then re-test playing like there never were, then once more with our backs to
 the pattern, using a mirror.
 
 Option B, step 1- ask the manufacturer if she/he would stand behind the head
 in the above condition, as elementary as it has become. step 2- if yes to
 step 1, ask if they have ever flowed water through the head at 28 ft/sec and
 measured the pattern, and if not will they please and let me know, speaking
 very slowly.
 
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Re: calc procedure logic

2013-05-24 Thread MPhelps
Brad,
I can tell you from personal experience that pressure and pattern are not 
closely linked for most standard sprinklers. At the listed operating pressure, 
the sprinkler achieves the pattern for the listed/required area. Increasing the 
pressure, as Q=K*Sq Rt P states, will increase the delivered density, but has 
virtually no effect on the pattern/area. This holds true as you continue to 
increase P until you reach pressures in the 175 to 200 psi, at which point and 
above, the deflector starts to atomize the water into a mist, and converting 
more of the energy in the velocity into heat. The resulting very small droplet 
size actually begins to truncate the pattern. This is true for all external 
deflector sprinklers and nozzles, and some internal scroll nozzles. I think in 
your effort to combine the mathematics and physics of sprinklers, you're 
overlooking the function and limitations of the deflector. IMHO. 
Mark at Aero 

- Original Message -
From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
Sent: Friday, May 24, 2013 12:51 PM
To: sprinklerforum@lists.firesprinkler.org 
sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

...epilogue...

The next time a similar situation comes up I will weigh Options A  B:

Option A, step 1- start with a listed head with listed RTI and listed Temp
rating. step 2- remove RTI, Temp Rating, chance of accidental fusing, and
chance of not fusing when it should. step 3- spend a year and a hundred
grand getting it listed in this unusual condition. We would measure the
pattern at various pressures playing like there used to be operating parts,
then re-test playing like there never were, then once more with our backs to
the pattern, using a mirror.

Option B, step 1- ask the manufacturer if she/he would stand behind the head
in the above condition, as elementary as it has become. step 2- if yes to
step 1, ask if they have ever flowed water through the head at 28 ft/sec and
measured the pattern, and if not will they please and let me know, speaking
very slowly.

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RE: calc procedure logic

2013-05-22 Thread Brad Casterline
Thanks Bruce, Ron, Steve, off-Forum dude, everyone else again, and anyone I
forgot.

Brad

-Original Message-
From: Ron Greenman [mailto:rongreen...@gmail.com] 
Sent: Tuesday, May 21, 2013 4:38 PM
To: sprinklerforum@lists.firesprinkler.org
Subject: Re: calc procedure logic

It doesn't matter what kind of math you do. You can't cipher your way out
of this one. Sixth grade graduate and all not withstanding. The book says 7
psi. The baseline protocols for all standard spray heads are predicated on
7 psi. Want something else then develop a head. Convince UL that a new
protocol is in order. Prove that the protocol is equivalent in performance
to the old protocol. Test, test , test. Get listed under new protocol.
Voila! Yo now have a special application head, not an SS, that requires a
different, specific and listed design criterion. Thank Cecil for poking the
old bear. End of story.

 - Original Message -
 From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
 Sent: Tuesday, May 21, 2013 01:03 PM
 To: sprinklerforum@lists.firesprinkler.org
 sprinklerforum@lists.firesprinkler.org
 Subject: calc procedure logic

 Would the 7 psi minimum operating pressure from NFPA 13 Calculation
 Procedure apply to open head deluge, since the operating parts have
already
 been ejected clear of the frame and deflector by a ball-peen hammer?

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Re: calc procedure logic

2013-05-22 Thread John Lewis
Steve,

You have been in San Diego for a long time?
Did you know Don McClure at Sentential Fire protection?
I was just wondering how is doing these days.   


 
Thanks,
John Lewis




 From: Steve Leyton st...@protectiondesign.com
To: sprinklerforum@lists.firesprinkler.org; 
sprinklerforum@lists.firesprinkler.org 
Sent: Tuesday, May 21, 2013 7:53 PM
Subject: RE: calc procedure logic
 

Chris forgot to ask where babies come from.  The answer - as I understand it - 
to the 52,000 sq. ft. question is ... mildly amusing.

SL


-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org on behalf of George Church
Sent: Tue 5/21/2013 1:58 PM
To: sprinklerforum@lists.firesprinkler.org
Subject: Re: calc procedure logic

Add some dried sludge and age 20 years. 

Mark, did u see the clogged drops on a DIPreAction sys up your way? I realize 
we need to maintain and cure bad ones with testing, but reality testing should 
include aging and normal degradation of system. 


Sent from my iPhone

On May 21, 2013, at 4:28 PM, Cahill, Christopher ccah...@burnsmcd.com 
wrote:

 You are confusing velocity with vector.  Same head at 50 psi doesn't go much 
 farther.  
 
 Go grab a head and take  a match to it.  The link surely clears.  The cap if 
 upright stays.  If pendant gravity takes care of it.  Then you can see how 
 little it takes to clear the cap. 
 
 Why 7 psi?  Why 52,000 sq.ft.? Why 1-12 The list is far too long. 
 
 Chris Cahill, PE*
 Senior Fire Protection Engineer, Aviation  Facilities Group
 Burns  McDonnell
 8201 Norman Center Drive
 Bloomington, MN 55437
 Phone:  952.656.3652
 Fax:  952.229.2923
 ccah...@burnsmcd.com
 www.burnsmcd.com
 
 Proud to be one of FORTUNE's 100 Best Companies to Work For
 *Registered in: MN
 
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org 
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Brad 
 Casterline
 Sent: Tuesday, May 21, 2013 8:54 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: calc procedure logic
 
 Thanks John. Assuming that is true, we could say a 1/2 head at 7 psi throws 
 7'-6 each way. At 7 psi the water hits the deflector going 32.26 ft/sec.
 v=SQRT(2gh). At 6 psi it would be going 29.87 ft/sec, and would throw 6'-11
 each way.
 
 -Original Message-
 From: John O'Connor [mailto:jocon...@nfspk.com]
 Sent: Tuesday, May 21, 2013 8:37 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: calc procedure logic
 
 The 7.0 PSI end head minimum pressure was never intended to kick out the 
 links, seat etc, but to develop the minimum spray pattern required to 
 deliver the specified density.
 John O'Connor
 National Fire Sprinklers, Inc.
 Nashville TN
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of 
 mphe...@aerofire.com
 Sent: Tuesday, May 21, 2013 8:31 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: calc procedure logic
 
 Wouldn't it depend on the application rate, area of protection and orifice 
 size?
 Mark at Aero
 
 - Original Message -
 From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
 Sent: Tuesday, May 21, 2013 01:03 PM
 To: sprinklerforum@lists.firesprinkler.org
 sprinklerforum@lists.firesprinkler.org
 Subject: calc procedure logic
 
 Would the 7 psi minimum operating pressure from NFPA 13 Calculation 
 Procedure apply to open head deluge, since the operating parts have already 
 been ejected clear of the frame and deflector by a ball-peen hammer?
 
 
 
 Brad Casterline, NICET IV
 
 Fire Protection Division
 
 
 
 FSC, Inc.
 
 P: 913-722-3473
 
 bcasterl...@fsc-inc.com
 
 www.fsc-inc.com
 
 
 
 Engineering Solutions for the Built Environment
 
 
 
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calc procedure logic

2013-05-21 Thread Brad Casterline
Would the 7 psi minimum operating pressure from NFPA 13 Calculation
Procedure apply to open head deluge, since the operating parts have already
been ejected clear of the frame and deflector by a ball-peen hammer?

 

Brad Casterline, NICET IV

Fire Protection Division

 

FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com

 

Engineering Solutions for the Built Environment

 

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Re: calc procedure logic

2013-05-21 Thread Travis Mack
Doesn't the 7 psi also have to do with minimum pressures to develop spray 
patterns properly? If so, you would still need the 7 psi minimum. 

Travis Mack, SET
MFP Design, LLC

Sent from my iPhone

On May 21, 2013, at 6:03 AM, Brad Casterline bcasterl...@fsc-inc.com wrote:

 Would the 7 psi minimum operating pressure from NFPA 13 Calculation
 Procedure apply to open head deluge, since the operating parts have already
 been ejected clear of the frame and deflector by a ball-peen hammer?
 
 
 
 Brad Casterline, NICET IV
 
 Fire Protection Division
 
 
 
 FSC, Inc.
 
 P: 913-722-3473
 
 bcasterl...@fsc-inc.com
 
 www.fsc-inc.com
 
 
 
 Engineering Solutions for the Built Environment
 
 
 
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RE: calc procedure logic

2013-05-21 Thread Brad Casterline
makes sense, thanks Travis

-Original Message-
From: Travis Mack [mailto:tm...@mfpdesign.com] 
Sent: Tuesday, May 21, 2013 8:06 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: Re: calc procedure logic

Doesn't the 7 psi also have to do with minimum pressures to develop spray
patterns properly? If so, you would still need the 7 psi minimum. 

Travis Mack, SET
MFP Design, LLC

Sent from my iPhone

On May 21, 2013, at 6:03 AM, Brad Casterline bcasterl...@fsc-inc.com
wrote:

 Would the 7 psi minimum operating pressure from NFPA 13 Calculation
 Procedure apply to open head deluge, since the operating parts have
already
 been ejected clear of the frame and deflector by a ball-peen hammer?
 
 
 
 Brad Casterline, NICET IV
 
 Fire Protection Division
 
 
 
 FSC, Inc.
 
 P: 913-722-3473
 
 bcasterl...@fsc-inc.com
 
 www.fsc-inc.com
 
 
 
 Engineering Solutions for the Built Environment
 
 
 
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Re: calc procedure logic

2013-05-21 Thread MPhelps
Wouldn't it depend on the application rate, area of protection and orifice size?
Mark at Aero

- Original Message -
From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
Sent: Tuesday, May 21, 2013 01:03 PM
To: sprinklerforum@lists.firesprinkler.org 
sprinklerforum@lists.firesprinkler.org
Subject: calc procedure logic

Would the 7 psi minimum operating pressure from NFPA 13 Calculation
Procedure apply to open head deluge, since the operating parts have already
been ejected clear of the frame and deflector by a ball-peen hammer?

 

Brad Casterline, NICET IV

Fire Protection Division

 

FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com

 

Engineering Solutions for the Built Environment

 

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RE: calc procedure logic

2013-05-21 Thread John O'Connor
The 7.0 PSI end head minimum pressure was never intended to kick out the
links, seat etc, but to develop the minimum spray pattern required to
deliver the specified density.
John O'Connor
National Fire Sprinklers, Inc.
Nashville TN

-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of
mphe...@aerofire.com
Sent: Tuesday, May 21, 2013 8:31 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: Re: calc procedure logic

Wouldn't it depend on the application rate, area of protection and orifice
size?
Mark at Aero

- Original Message -
From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
Sent: Tuesday, May 21, 2013 01:03 PM
To: sprinklerforum@lists.firesprinkler.org
sprinklerforum@lists.firesprinkler.org
Subject: calc procedure logic

Would the 7 psi minimum operating pressure from NFPA 13 Calculation
Procedure apply to open head deluge, since the operating parts have already
been ejected clear of the frame and deflector by a ball-peen hammer?

 

Brad Casterline, NICET IV

Fire Protection Division

 

FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com

 

Engineering Solutions for the Built Environment

 

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RE: calc procedure logic

2013-05-21 Thread Brad Casterline
For example foam/water deluge .16/entire area, heads 9x9=81, times .16=12.96
gpm/head, throwing 4'-6 each way. The requirement to balance the flows
within 15% of each other is physical (we want a fairly uniform blanket on
the floor), but the 7 psi min is not physical, unless 5.48 psi will not
throw 4'-6. Thanks Mark. 

-Original Message-
From: mphe...@aerofire.com [mailto:mphe...@aerofire.com] 
Sent: Tuesday, May 21, 2013 8:31 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: Re: calc procedure logic

Wouldn't it depend on the application rate, area of protection and orifice
size?
Mark at Aero

- Original Message -
From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
Sent: Tuesday, May 21, 2013 01:03 PM
To: sprinklerforum@lists.firesprinkler.org
sprinklerforum@lists.firesprinkler.org
Subject: calc procedure logic

Would the 7 psi minimum operating pressure from NFPA 13 Calculation
Procedure apply to open head deluge, since the operating parts have already
been ejected clear of the frame and deflector by a ball-peen hammer?

 

Brad Casterline, NICET IV

Fire Protection Division

 

FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com

 

Engineering Solutions for the Built Environment

 

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Re: calc procedure logic

2013-05-21 Thread George Church
My recollection of the 7 psi min ehp was to make sure the cap was removed and 
an acceptable pattern developed. 

Thought it took 5 psi to clear the waterway so 7 became the min, maybe for 
pattern, maybe buffer. 

Mark, that's a Min ehp. With today's hi perf heads we often need lots more, 
determined also as you illustrated. 

Glc

Sent from my iPhone

On May 21, 2013, at 9:42 AM, Brad Casterline bcasterl...@fsc-inc.com wrote:

 For example foam/water deluge .16/entire area, heads 9x9=81, times .16=12.96
 gpm/head, throwing 4'-6 each way. The requirement to balance the flows
 within 15% of each other is physical (we want a fairly uniform blanket on
 the floor), but the 7 psi min is not physical, unless 5.48 psi will not
 throw 4'-6. Thanks Mark. 
 
 -Original Message-
 From: mphe...@aerofire.com [mailto:mphe...@aerofire.com] 
 Sent: Tuesday, May 21, 2013 8:31 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: calc procedure logic
 
 Wouldn't it depend on the application rate, area of protection and orifice
 size?
 Mark at Aero
 
 - Original Message -
 From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
 Sent: Tuesday, May 21, 2013 01:03 PM
 To: sprinklerforum@lists.firesprinkler.org
 sprinklerforum@lists.firesprinkler.org
 Subject: calc procedure logic
 
 Would the 7 psi minimum operating pressure from NFPA 13 Calculation
 Procedure apply to open head deluge, since the operating parts have already
 been ejected clear of the frame and deflector by a ball-peen hammer?
 
 
 
 Brad Casterline, NICET IV
 
 Fire Protection Division
 
 
 
 FSC, Inc.
 
 P: 913-722-3473
 
 bcasterl...@fsc-inc.com
 
 www.fsc-inc.com
 
 
 
 Engineering Solutions for the Built Environment
 
 
 
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RE: calc procedure logic

2013-05-21 Thread Brad Casterline
Thanks John. Assuming that is true, we could say a 1/2 head at 7 psi throws
7'-6 each way. At 7 psi the water hits the deflector going 32.26 ft/sec.
v=SQRT(2gh). At 6 psi it would be going 29.87 ft/sec, and would throw 6'-11
each way.

-Original Message-
From: John O'Connor [mailto:jocon...@nfspk.com] 
Sent: Tuesday, May 21, 2013 8:37 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

The 7.0 PSI end head minimum pressure was never intended to kick out the
links, seat etc, but to develop the minimum spray pattern required to
deliver the specified density.
John O'Connor
National Fire Sprinklers, Inc.
Nashville TN

-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of
mphe...@aerofire.com
Sent: Tuesday, May 21, 2013 8:31 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: Re: calc procedure logic

Wouldn't it depend on the application rate, area of protection and orifice
size?
Mark at Aero

- Original Message -
From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
Sent: Tuesday, May 21, 2013 01:03 PM
To: sprinklerforum@lists.firesprinkler.org
sprinklerforum@lists.firesprinkler.org
Subject: calc procedure logic

Would the 7 psi minimum operating pressure from NFPA 13 Calculation
Procedure apply to open head deluge, since the operating parts have already
been ejected clear of the frame and deflector by a ball-peen hammer?

 

Brad Casterline, NICET IV

Fire Protection Division

 

FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com

 

Engineering Solutions for the Built Environment

 

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Re: calc procedure logic

2013-05-21 Thread George Church
Except that you are designing outside the standard. 
Can't recall ever even thinking of approaching an AHJ with 6 psi instead of 7. 

Sent from my iPhone

On May 21, 2013, at 9:58 AM, Brad Casterline bcasterl...@fsc-inc.com wrote:

 Thanks John. Assuming that is true, we could say a 1/2 head at 7 psi throws
 7'-6 each way. At 7 psi the water hits the deflector going 32.26 ft/sec.
 v=SQRT(2gh). At 6 psi it would be going 29.87 ft/sec, and would throw 6'-11
 each way.
 
 -Original Message-
 From: John O'Connor [mailto:jocon...@nfspk.com] 
 Sent: Tuesday, May 21, 2013 8:37 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: calc procedure logic
 
 The 7.0 PSI end head minimum pressure was never intended to kick out the
 links, seat etc, but to develop the minimum spray pattern required to
 deliver the specified density.
 John O'Connor
 National Fire Sprinklers, Inc.
 Nashville TN
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of
 mphe...@aerofire.com
 Sent: Tuesday, May 21, 2013 8:31 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: calc procedure logic
 
 Wouldn't it depend on the application rate, area of protection and orifice
 size?
 Mark at Aero
 
 - Original Message -
 From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
 Sent: Tuesday, May 21, 2013 01:03 PM
 To: sprinklerforum@lists.firesprinkler.org
 sprinklerforum@lists.firesprinkler.org
 Subject: calc procedure logic
 
 Would the 7 psi minimum operating pressure from NFPA 13 Calculation
 Procedure apply to open head deluge, since the operating parts have already
 been ejected clear of the frame and deflector by a ball-peen hammer?
 
 
 
 Brad Casterline, NICET IV
 
 Fire Protection Division
 
 
 
 FSC, Inc.
 
 P: 913-722-3473
 
 bcasterl...@fsc-inc.com
 
 www.fsc-inc.com
 
 
 
 Engineering Solutions for the Built Environment
 
 
 
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RE: calc procedure logic

2013-05-21 Thread Mark A. Sornsin, P.E.
My understanding of sprinkler design is that the cap is supposed to be ejected 
away from the sprinkler regardless of the pressure available. As soon as the 
element fuses, the cap springs free and clear - it should work whether its 
attached to a live system or sitting on your desk as a display.

Mark A. Sornsin, P.E. | Karges-Faulconbridge, Inc. | Fire Protection Engineer | 
Fargo, ND | direct: 701.552.9905 | mobile: 701.371.5759 | 
http://www.kfiengineers.com

-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org 
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Brad 
Casterline
Sent: Tuesday, May 21, 2013 8:04 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: calc procedure logic

Would the 7 psi minimum operating pressure from NFPA 13 Calculation Procedure 
apply to open head deluge, since the operating parts have already been ejected 
clear of the frame and deflector by a ball-peen hammer?



Brad Casterline, NICET IV

Fire Protection Division



FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com



Engineering Solutions for the Built Environment



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RE: calc procedure logic

2013-05-21 Thread RFletcher
During Phoenix summers we verify that every time a box of heads sits outside in 
the back of a truck.

Ron F 

-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org 
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Mark A. 
Sornsin, P.E.
Sent: Tuesday, May 21, 2013 11:19 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

My understanding of sprinkler design is that the cap is supposed to be ejected 
away from the sprinkler regardless of the pressure available. As soon as the 
element fuses, the cap springs free and clear - it should work whether its 
attached to a live system or sitting on your desk as a display.

Mark A. Sornsin, P.E. | Karges-Faulconbridge, Inc. | Fire Protection Engineer | 
Fargo, ND | direct: 701.552.9905 | mobile: 701.371.5759 | 
http://www.kfiengineers.com

-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org 
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Brad 
Casterline
Sent: Tuesday, May 21, 2013 8:04 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: calc procedure logic

Would the 7 psi minimum operating pressure from NFPA 13 Calculation Procedure 
apply to open head deluge, since the operating parts have already been ejected 
clear of the frame and deflector by a ball-peen hammer?



Brad Casterline, NICET IV

Fire Protection Division



FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com



Engineering Solutions for the Built Environment



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RE: calc procedure logic

2013-05-21 Thread Brad Casterline
lol Ron!
Mark, I think there are 2 schools of thought about this, but in the case of
open head deluge it should not matter. The question then is one of the
pattern, and it is not like the pattern drops from 7'-6 radius to 0 at less
than 7 psi! This could have a huge effect on the cost of big deluge systems
like aircraft hangers. What do you think? Thanks for feedback.

-Original Message-
From: rfletc...@aerofire.com [mailto:rfletc...@aerofire.com] 
Sent: Tuesday, May 21, 2013 1:36 PM
To: sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

During Phoenix summers we verify that every time a box of heads sits outside
in the back of a truck.

Ron F 

-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Mark A.
Sornsin, P.E.
Sent: Tuesday, May 21, 2013 11:19 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

My understanding of sprinkler design is that the cap is supposed to be
ejected away from the sprinkler regardless of the pressure available. As
soon as the element fuses, the cap springs free and clear - it should work
whether its attached to a live system or sitting on your desk as a display.

Mark A. Sornsin, P.E. | Karges-Faulconbridge, Inc. | Fire Protection
Engineer | Fargo, ND | direct: 701.552.9905 | mobile: 701.371.5759 |
http://www.kfiengineers.com

-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Brad
Casterline
Sent: Tuesday, May 21, 2013 8:04 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: calc procedure logic

Would the 7 psi minimum operating pressure from NFPA 13 Calculation
Procedure apply to open head deluge, since the operating parts have already
been ejected clear of the frame and deflector by a ball-peen hammer?



Brad Casterline, NICET IV

Fire Protection Division



FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com



Engineering Solutions for the Built Environment



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Re: calc procedure logic

2013-05-21 Thread bverhei
At this point the common NICET level design has been left behind. I'd expect a 
rational analysis with a P.E. stamp. This is no longer an NFPA 13 system, at 
least for this aspect. 

Third party review by another P.E.? I don't know. I'd have to consider it 
further. 

bv 

- Original Message -
From: George Church g...@rowesprinkler.com 
To: sprinklerforum@lists.firesprinkler.org 
Sent: Tuesday, May 21, 2013 7:13:22 AM 
Subject: Re: calc procedure logic 

Except that you are designing outside the standard. 
Can't recall ever even thinking of approaching an AHJ with 6 psi instead of 7. 

Sent from my iPhone 

On May 21, 2013, at 9:58 AM, Brad Casterline bcasterl...@fsc-inc.com wrote: 

 Thanks John. Assuming that is true, we could say a 1/2 head at 7 psi throws 
 7'-6 each way. At 7 psi the water hits the deflector going 32.26 ft/sec. 
 v=SQRT(2gh). At 6 psi it would be going 29.87 ft/sec, and would throw 6'-11 
 each way. 
 
 -Original Message- 
 From: John O'Connor [mailto:jocon...@nfspk.com] 
 Sent: Tuesday, May 21, 2013 8:37 AM 
 To: sprinklerforum@lists.firesprinkler.org 
 Subject: RE: calc procedure logic 
 
 The 7.0 PSI end head minimum pressure was never intended to kick out the 
 links, seat etc, but to develop the minimum spray pattern required to 
 deliver the specified density. 
 John O'Connor 
 National Fire Sprinklers, Inc. 
 Nashville TN 
 
 -Original Message- 
 From: sprinklerforum-boun...@lists.firesprinkler.org 
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of 
 mphe...@aerofire.com 
 Sent: Tuesday, May 21, 2013 8:31 AM 
 To: sprinklerforum@lists.firesprinkler.org 
 Subject: Re: calc procedure logic 
 
 Wouldn't it depend on the application rate, area of protection and orifice 
 size? 
 Mark at Aero 
 
 - Original Message - 
 From: Brad Casterline [mailto:bcasterl...@fsc-inc.com] 
 Sent: Tuesday, May 21, 2013 01:03 PM 
 To: sprinklerforum@lists.firesprinkler.org 
 sprinklerforum@lists.firesprinkler.org 
 Subject: calc procedure logic 
 
 Would the 7 psi minimum operating pressure from NFPA 13 Calculation 
 Procedure apply to open head deluge, since the operating parts have already 
 been ejected clear of the frame and deflector by a ball-peen hammer? 
 
 
 
 Brad Casterline, NICET IV 
 
 Fire Protection Division 
 
 
 
 FSC, Inc. 
 
 P: 913-722-3473 
 
 bcasterl...@fsc-inc.com 
 
 www.fsc-inc.com 
 
 
 
 Engineering Solutions for the Built Environment 
 
 
 
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 Version: 10.0.1432 / Virus Database: 3162/5841 - Release Date: 05/20/13 
 
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RE: calc procedure logic

2013-05-21 Thread RFletcher
In days of yore we would use 4.2K's mixed with 5.6K's for balancing. The low K 
higher pressure makes it much easier to balance and with 4.2's there was no 
danger of going below 7 psi. Now only 5.6  8k are listed with AFFF.

Ron F

-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org 
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Brad 
Casterline
Sent: Tuesday, May 21, 2013 11:43 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

lol Ron!
Mark, I think there are 2 schools of thought about this, but in the case of 
open head deluge it should not matter. The question then is one of the pattern, 
and it is not like the pattern drops from 7'-6 radius to 0 at less than 7 psi! 
This could have a huge effect on the cost of big deluge systems like aircraft 
hangers. What do you think? Thanks for feedback.

-Original Message-
From: rfletc...@aerofire.com [mailto:rfletc...@aerofire.com]
Sent: Tuesday, May 21, 2013 1:36 PM
To: sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

During Phoenix summers we verify that every time a box of heads sits outside in 
the back of a truck.

Ron F 

-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Mark A.
Sornsin, P.E.
Sent: Tuesday, May 21, 2013 11:19 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

My understanding of sprinkler design is that the cap is supposed to be ejected 
away from the sprinkler regardless of the pressure available. As soon as the 
element fuses, the cap springs free and clear - it should work whether its 
attached to a live system or sitting on your desk as a display.

Mark A. Sornsin, P.E. | Karges-Faulconbridge, Inc. | Fire Protection Engineer | 
Fargo, ND | direct: 701.552.9905 | mobile: 701.371.5759 | 
http://www.kfiengineers.com

-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Brad 
Casterline
Sent: Tuesday, May 21, 2013 8:04 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: calc procedure logic

Would the 7 psi minimum operating pressure from NFPA 13 Calculation Procedure 
apply to open head deluge, since the operating parts have already been ejected 
clear of the frame and deflector by a ball-peen hammer?



Brad Casterline, NICET IV

Fire Protection Division



FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com



Engineering Solutions for the Built Environment



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RE: calc procedure logic

2013-05-21 Thread Cahill, Christopher
You are confusing velocity with vector.  Same head at 50 psi doesn't go much 
farther.  

Go grab a head and take  a match to it.  The link surely clears.  The cap if 
upright stays.  If pendant gravity takes care of it.  Then you can see how 
little it takes to clear the cap. 

Why 7 psi?  Why 52,000 sq.ft.? Why 1-12 The list is far too long. 

Chris Cahill, PE*
Senior Fire Protection Engineer, Aviation  Facilities Group
Burns  McDonnell
8201 Norman Center Drive
Bloomington, MN 55437
Phone:  952.656.3652
Fax:  952.229.2923
ccah...@burnsmcd.com
www.burnsmcd.com

Proud to be one of FORTUNE's 100 Best Companies to Work For
*Registered in: MN




-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org 
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Brad 
Casterline
Sent: Tuesday, May 21, 2013 8:54 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

Thanks John. Assuming that is true, we could say a 1/2 head at 7 psi throws 
7'-6 each way. At 7 psi the water hits the deflector going 32.26 ft/sec.
v=SQRT(2gh). At 6 psi it would be going 29.87 ft/sec, and would throw 6'-11
each way.

-Original Message-
From: John O'Connor [mailto:jocon...@nfspk.com]
Sent: Tuesday, May 21, 2013 8:37 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

The 7.0 PSI end head minimum pressure was never intended to kick out the 
links, seat etc, but to develop the minimum spray pattern required to deliver 
the specified density.
John O'Connor
National Fire Sprinklers, Inc.
Nashville TN

-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of 
mphe...@aerofire.com
Sent: Tuesday, May 21, 2013 8:31 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: Re: calc procedure logic

Wouldn't it depend on the application rate, area of protection and orifice size?
Mark at Aero

- Original Message -
From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
Sent: Tuesday, May 21, 2013 01:03 PM
To: sprinklerforum@lists.firesprinkler.org
sprinklerforum@lists.firesprinkler.org
Subject: calc procedure logic

Would the 7 psi minimum operating pressure from NFPA 13 Calculation Procedure 
apply to open head deluge, since the operating parts have already been ejected 
clear of the frame and deflector by a ball-peen hammer?

 

Brad Casterline, NICET IV

Fire Protection Division

 

FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com

 

Engineering Solutions for the Built Environment

 

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Re: calc procedure logic

2013-05-21 Thread George Church
Add some dried sludge and age 20 years. 

Mark, did u see the clogged drops on a DIPreAction sys up your way? I realize 
we need to maintain and cure bad ones with testing, but reality testing should 
include aging and normal degradation of system. 


Sent from my iPhone

On May 21, 2013, at 4:28 PM, Cahill, Christopher ccah...@burnsmcd.com wrote:

 You are confusing velocity with vector.  Same head at 50 psi doesn't go much 
 farther.  
 
 Go grab a head and take  a match to it.  The link surely clears.  The cap if 
 upright stays.  If pendant gravity takes care of it.  Then you can see how 
 little it takes to clear the cap. 
 
 Why 7 psi?  Why 52,000 sq.ft.? Why 1-12 The list is far too long. 
 
 Chris Cahill, PE*
 Senior Fire Protection Engineer, Aviation  Facilities Group
 Burns  McDonnell
 8201 Norman Center Drive
 Bloomington, MN 55437
 Phone:  952.656.3652
 Fax:  952.229.2923
 ccah...@burnsmcd.com
 www.burnsmcd.com
 
 Proud to be one of FORTUNE's 100 Best Companies to Work For
 *Registered in: MN
 
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org 
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Brad 
 Casterline
 Sent: Tuesday, May 21, 2013 8:54 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: calc procedure logic
 
 Thanks John. Assuming that is true, we could say a 1/2 head at 7 psi throws 
 7'-6 each way. At 7 psi the water hits the deflector going 32.26 ft/sec.
 v=SQRT(2gh). At 6 psi it would be going 29.87 ft/sec, and would throw 6'-11
 each way.
 
 -Original Message-
 From: John O'Connor [mailto:jocon...@nfspk.com]
 Sent: Tuesday, May 21, 2013 8:37 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: calc procedure logic
 
 The 7.0 PSI end head minimum pressure was never intended to kick out the 
 links, seat etc, but to develop the minimum spray pattern required to deliver 
 the specified density.
 John O'Connor
 National Fire Sprinklers, Inc.
 Nashville TN
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of 
 mphe...@aerofire.com
 Sent: Tuesday, May 21, 2013 8:31 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: calc procedure logic
 
 Wouldn't it depend on the application rate, area of protection and orifice 
 size?
 Mark at Aero
 
 - Original Message -
 From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
 Sent: Tuesday, May 21, 2013 01:03 PM
 To: sprinklerforum@lists.firesprinkler.org
 sprinklerforum@lists.firesprinkler.org
 Subject: calc procedure logic
 
 Would the 7 psi minimum operating pressure from NFPA 13 Calculation Procedure 
 apply to open head deluge, since the operating parts have already been 
 ejected clear of the frame and deflector by a ball-peen hammer?
 
 
 
 Brad Casterline, NICET IV
 
 Fire Protection Division
 
 
 
 FSC, Inc.
 
 P: 913-722-3473
 
 bcasterl...@fsc-inc.com
 
 www.fsc-inc.com
 
 
 
 Engineering Solutions for the Built Environment
 
 
 
 ___
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 Sprinklerforum@lists.firesprinkler.org
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 Version: 10.0.1432 / Virus Database: 3162/5841 - Release Date: 05/20/13
 
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RE: calc procedure logic

2013-05-21 Thread Brad Casterline
7 psi is equivalent to ~32 ft/sec, another why. 400 heads at 130 s.f.
=52,000 s.f. the standard ceiling jet is ~12 deep under smooth ceiling...
I told my boss a while back there is nothing arbitrary in 13, then
craw-fished out of the statement with, I have not found anything yet that
was not based on SOMETHING. It is an excellent National Standard. I have
heard for years that there were a lot of darts being thrown... rubbish!!:)
My latest is why the stand at 500 gallon dry capacity for 60 second water
delivery. I figured out how to calc dry valve trip time. If a standard is
250 gal capacity, 75 psi water, 6:1 clapper differential, 40 psi air at 70F,
trip time= 30 seconds. So 500 gal is 60 sec, just for trip time.
i can accept not having resolved the vectors, but velocity IS a vector,
having both speed and direction. And if 50 psi would not go much further, 6
instead of 7 would not go much less. I appreciate pros such as you Chris,
and i like thinking about everything i can, to suggest ways all you pros can
form a more perfect 13. 

-Original Message-
From: Cahill, Christopher [mailto:ccah...@burnsmcd.com] 
Sent: Tuesday, May 21, 2013 3:28 PM
To: sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

You are confusing velocity with vector.  Same head at 50 psi doesn't go much
farther.  

Go grab a head and take  a match to it.  The link surely clears.  The cap if
upright stays.  If pendant gravity takes care of it.  Then you can see how
little it takes to clear the cap. 

Why 7 psi?  Why 52,000 sq.ft.? Why 1-12 The list is far too long. 

Chris Cahill, PE*
Senior Fire Protection Engineer, Aviation  Facilities Group
Burns  McDonnell
8201 Norman Center Drive
Bloomington, MN 55437
Phone:  952.656.3652
Fax:  952.229.2923
ccah...@burnsmcd.com
www.burnsmcd.com

Proud to be one of FORTUNE's 100 Best Companies to Work For
*Registered in: MN




-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Brad
Casterline
Sent: Tuesday, May 21, 2013 8:54 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

Thanks John. Assuming that is true, we could say a 1/2 head at 7 psi throws
7'-6 each way. At 7 psi the water hits the deflector going 32.26 ft/sec.
v=SQRT(2gh). At 6 psi it would be going 29.87 ft/sec, and would throw 6'-11
each way.

-Original Message-
From: John O'Connor [mailto:jocon...@nfspk.com]
Sent: Tuesday, May 21, 2013 8:37 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: RE: calc procedure logic

The 7.0 PSI end head minimum pressure was never intended to kick out the
links, seat etc, but to develop the minimum spray pattern required to
deliver the specified density.
John O'Connor
National Fire Sprinklers, Inc.
Nashville TN

-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org
[mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of
mphe...@aerofire.com
Sent: Tuesday, May 21, 2013 8:31 AM
To: sprinklerforum@lists.firesprinkler.org
Subject: Re: calc procedure logic

Wouldn't it depend on the application rate, area of protection and orifice
size?
Mark at Aero

- Original Message -
From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
Sent: Tuesday, May 21, 2013 01:03 PM
To: sprinklerforum@lists.firesprinkler.org
sprinklerforum@lists.firesprinkler.org
Subject: calc procedure logic

Would the 7 psi minimum operating pressure from NFPA 13 Calculation
Procedure apply to open head deluge, since the operating parts have already
been ejected clear of the frame and deflector by a ball-peen hammer?

 

Brad Casterline, NICET IV

Fire Protection Division

 

FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com

 

Engineering Solutions for the Built Environment

 

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Re: calc procedure logic

2013-05-21 Thread Ron Greenman
It doesn't matter what kind of math you do. You can't cipher your way out
of this one. Sixth grade graduate and all not withstanding. The book says 7
psi. The baseline protocols for all standard spray heads are predicated on
7 psi. Want something else then develop a head. Convince UL that a new
protocol is in order. Prove that the protocol is equivalent in performance
to the old protocol. Test, test , test. Get listed under new protocol.
Voila! Yo now have a special application head, not an SS, that requires a
different, specific and listed design criterion. Thank Cecil for poking the
old bear. End of story.


On Tue, May 21, 2013 at 2:08 PM, Brad Casterline bcasterl...@fsc-inc.comwrote:

 7 psi is equivalent to ~32 ft/sec, another why. 400 heads at 130 s.f.
 =52,000 s.f. the standard ceiling jet is ~12 deep under smooth
 ceiling...
 I told my boss a while back there is nothing arbitrary in 13, then
 craw-fished out of the statement with, I have not found anything yet that
 was not based on SOMETHING. It is an excellent National Standard. I have
 heard for years that there were a lot of darts being thrown... rubbish!!:)
 My latest is why the stand at 500 gallon dry capacity for 60 second water
 delivery. I figured out how to calc dry valve trip time. If a standard is
 250 gal capacity, 75 psi water, 6:1 clapper differential, 40 psi air at
 70F,
 trip time= 30 seconds. So 500 gal is 60 sec, just for trip time.
 i can accept not having resolved the vectors, but velocity IS a vector,
 having both speed and direction. And if 50 psi would not go much further, 6
 instead of 7 would not go much less. I appreciate pros such as you Chris,
 and i like thinking about everything i can, to suggest ways all you pros
 can
 form a more perfect 13.

 -Original Message-
 From: Cahill, Christopher [mailto:ccah...@burnsmcd.com]
 Sent: Tuesday, May 21, 2013 3:28 PM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: calc procedure logic

 You are confusing velocity with vector.  Same head at 50 psi doesn't go
 much
 farther.

 Go grab a head and take  a match to it.  The link surely clears.  The cap
 if
 upright stays.  If pendant gravity takes care of it.  Then you can see how
 little it takes to clear the cap.

 Why 7 psi?  Why 52,000 sq.ft.? Why 1-12 The list is far too long.

 Chris Cahill, PE*
 Senior Fire Protection Engineer, Aviation  Facilities Group
 Burns  McDonnell
 8201 Norman Center Drive
 Bloomington, MN 55437
 Phone:  952.656.3652
 Fax:  952.229.2923
 ccah...@burnsmcd.com
 www.burnsmcd.com

 Proud to be one of FORTUNE's 100 Best Companies to Work For
 *Registered in: MN




 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Brad
 Casterline
 Sent: Tuesday, May 21, 2013 8:54 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: calc procedure logic

 Thanks John. Assuming that is true, we could say a 1/2 head at 7 psi
 throws
 7'-6 each way. At 7 psi the water hits the deflector going 32.26 ft/sec.
 v=SQRT(2gh). At 6 psi it would be going 29.87 ft/sec, and would throw
 6'-11
 each way.

 -Original Message-
 From: John O'Connor [mailto:jocon...@nfspk.com]
 Sent: Tuesday, May 21, 2013 8:37 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: calc procedure logic

 The 7.0 PSI end head minimum pressure was never intended to kick out the
 links, seat etc, but to develop the minimum spray pattern required to
 deliver the specified density.
 John O'Connor
 National Fire Sprinklers, Inc.
 Nashville TN

 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of
 mphe...@aerofire.com
 Sent: Tuesday, May 21, 2013 8:31 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: calc procedure logic

 Wouldn't it depend on the application rate, area of protection and orifice
 size?
 Mark at Aero

 - Original Message -
 From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
 Sent: Tuesday, May 21, 2013 01:03 PM
 To: sprinklerforum@lists.firesprinkler.org
 sprinklerforum@lists.firesprinkler.org
 Subject: calc procedure logic

 Would the 7 psi minimum operating pressure from NFPA 13 Calculation
 Procedure apply to open head deluge, since the operating parts have already
 been ejected clear of the frame and deflector by a ball-peen hammer?



 Brad Casterline, NICET IV

 Fire Protection Division



 FSC, Inc.

 P: 913-722-3473

 bcasterl...@fsc-inc.com

 www.fsc-inc.com



 Engineering Solutions for the Built Environment



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RE: calc procedure logic

2013-05-21 Thread Steve Leyton
Chris forgot to ask where babies come from.  The answer - as I understand it - 
to the 52,000 sq. ft. question is ... mildly amusing.

SL


-Original Message-
From: sprinklerforum-boun...@lists.firesprinkler.org on behalf of George Church
Sent: Tue 5/21/2013 1:58 PM
To: sprinklerforum@lists.firesprinkler.org
Subject: Re: calc procedure logic
 
Add some dried sludge and age 20 years. 

Mark, did u see the clogged drops on a DIPreAction sys up your way? I realize 
we need to maintain and cure bad ones with testing, but reality testing should 
include aging and normal degradation of system. 


Sent from my iPhone

On May 21, 2013, at 4:28 PM, Cahill, Christopher ccah...@burnsmcd.com wrote:

 You are confusing velocity with vector.  Same head at 50 psi doesn't go much 
 farther.  
 
 Go grab a head and take  a match to it.  The link surely clears.  The cap if 
 upright stays.  If pendant gravity takes care of it.  Then you can see how 
 little it takes to clear the cap. 
 
 Why 7 psi?  Why 52,000 sq.ft.? Why 1-12 The list is far too long. 
 
 Chris Cahill, PE*
 Senior Fire Protection Engineer, Aviation  Facilities Group
 Burns  McDonnell
 8201 Norman Center Drive
 Bloomington, MN 55437
 Phone:  952.656.3652
 Fax:  952.229.2923
 ccah...@burnsmcd.com
 www.burnsmcd.com
 
 Proud to be one of FORTUNE's 100 Best Companies to Work For
 *Registered in: MN
 
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org 
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Brad 
 Casterline
 Sent: Tuesday, May 21, 2013 8:54 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: calc procedure logic
 
 Thanks John. Assuming that is true, we could say a 1/2 head at 7 psi throws 
 7'-6 each way. At 7 psi the water hits the deflector going 32.26 ft/sec.
 v=SQRT(2gh). At 6 psi it would be going 29.87 ft/sec, and would throw 6'-11
 each way.
 
 -Original Message-
 From: John O'Connor [mailto:jocon...@nfspk.com]
 Sent: Tuesday, May 21, 2013 8:37 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: calc procedure logic
 
 The 7.0 PSI end head minimum pressure was never intended to kick out the 
 links, seat etc, but to develop the minimum spray pattern required to deliver 
 the specified density.
 John O'Connor
 National Fire Sprinklers, Inc.
 Nashville TN
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of 
 mphe...@aerofire.com
 Sent: Tuesday, May 21, 2013 8:31 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: calc procedure logic
 
 Wouldn't it depend on the application rate, area of protection and orifice 
 size?
 Mark at Aero
 
 - Original Message -
 From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
 Sent: Tuesday, May 21, 2013 01:03 PM
 To: sprinklerforum@lists.firesprinkler.org
 sprinklerforum@lists.firesprinkler.org
 Subject: calc procedure logic
 
 Would the 7 psi minimum operating pressure from NFPA 13 Calculation Procedure 
 apply to open head deluge, since the operating parts have already been 
 ejected clear of the frame and deflector by a ball-peen hammer?
 
 
 
 Brad Casterline, NICET IV
 
 Fire Protection Division
 
 
 
 FSC, Inc.
 
 P: 913-722-3473
 
 bcasterl...@fsc-inc.com
 
 www.fsc-inc.com
 
 
 
 Engineering Solutions for the Built Environment
 
 
 
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 Sprinklerforum mailing list
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 No virus found in this message.
 Checked by AVG - www.avg.com
 Version: 10.0.1432 / Virus Database: 3162/5841 - Release Date: 05/20/13
 
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