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:

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

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

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

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:

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

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,

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

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

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.

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,

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

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

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:

Standpipe Testing!!!!

2013-05-21 Thread Justin Petcosky
I have building where we are getting ready to commission the standpipes. The most remote standpipe I have access to the roof and can utilize my hose monster in order to achieve my flow rates. My second standpipe has no access to the roof. I know hydroflow makes an inline pitotless nozzle for an

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

RE: Standpipe Testing!!!!

2013-05-21 Thread Art Tiroly
Are you testing the water supply and gpm/psi? If you flow 500 gpm at the remote you can flow 250 or 500 through any outlet even on the 1st floor. IMHO Arthur Tiroly ATCO Fire Protection Design Tiroly and Associates 24400 Highland Rd rm 25, CLE 44143 216-621-8899 216-570-7030 Cell

RE: Standpipe Testing!!!!

2013-05-21 Thread Martinez, Dewayne
Don't you still have to show that you have 100psi at the top most outlet at the other flowing standpipes? Thanks, Dewayne -Original Message- From: sprinklerforum-boun...@lists.firesprinkler.org [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Art Tiroly Sent: Tuesday,

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

RE: Standpipe Testing!!!!

2013-05-21 Thread Art Tiroly
The 2nd SP is closer to the supply and you are only flowing 250 then the pressure will be at least as high as the most remote or slightly higher. You need to account for all the gpm and pressure reading at the most remote. Arthur Tiroly ATCO Fire Protection Design Tiroly and Associates 24400

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

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

RE: Standpipe Testing!!!!

2013-05-21 Thread Tom Duross
All flows have to be from the tops. Get a flowmeter and hose it to the street. I do it all the time. -Original Message- From: sprinklerforum-boun...@lists.firesprinkler.org [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Art Tiroly Sent: Tuesday, May 21, 2013 5:07 PM

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: