RE: Underground flushing velocities

2010-03-31 Thread Thom McMahon
Having personally built a number of Pig Launchers for PPG latex paint in cheswold DE. In the 70's I can tell you that this is a labor intensive activity, and not to be used except as a last resort. In these paint plants the pigs were launched using HP compressed air, but you could use water. The

Re: Underground flushing velocities

2010-03-31 Thread Roland Huggins
The 10 fps applies only to option 2, not all the options. As long as you meet any ONE of the options, where's the beef? The objective is to keep loose objects in the main from potentially blocking the sprinkler system. Option 2 assures us that we will remove the loose objects. The other

RE: Underground flushing velocities

2010-03-31 Thread Craig.Prahl
So if the max. velocity is only 2fps there's no issue? Then why the talk of 10fps in the appendix with mention of high velocity and Table relating to 10fps? If any velocity was acceptable then why not just say it doesn't matter or say nothing at all? Craig L. Prahl, CET Fire Protection

RE: Underground flushing velocities

2010-03-31 Thread Law, Kevin W
The key is the requirement states it shall not be less than ANY one of the following. Therefore, the very minimum flow rate will be 10ft/sec line velocity. If your system cannot under any condition flow a minumum of 10ft/sec then you would have to get a ruling from the AHJ to allow that. Nuff

RE: Underground flushing velocities

2010-03-31 Thread lamarvaughn
Whatever proceedure is used,an issue just as important is for someone in authority to follow through to assure that the flushing actually is done.And this should be done by the installing contractor of all the main underground piping,not the sprinkler contractor who is only responsible for the

Re: Underground flushing velocities

2010-03-31 Thread Ron Greenman
And I never suggested pigging. I said that if the purpose of the flush was to scrub the interior walls of the pipe and you couldn't get a sufficient velocity to do so then you could pig. And for some relatively short UG lead-in you could drag pig. But the crux was why would you be descaling newly

Press Pit

2010-03-31 Thread Bobby Gillett
I have a 16' x 23' press pit on a project I'm working on. The press will fill up most of the whole width, length and depth. There are no tunnels or other access to this pit and I am trying to find out if there will be a cover over the floor or open with guard rails around it. I am contacting the

Re: Underground flushing velocities

2010-03-31 Thread Roland Huggins
What it actually says is: shall not be less than ONE of the following. So as long as you meet ANY one of the following you comply. As for why all the discussion on 10 ft/s, that is the golden rule and they had to talk about something so they talked a lot about that. What about all the

RE: Underground flushing velocities

2010-03-31 Thread Ed Kramer
With all due respect, I don't see the word 'any' anywhere in 10.10.2.1.3. I'm looking at the 2010 version, maybe older versions contain the word 'any'. Ed Kramer Littleton, CO -Original Message- From: sprinklerforum-boun...@firesprinkler.org [mailto:sprinklerforum-

RE: Underground flushing velocities

2010-03-31 Thread John Denhardt
I agree with Roland. Not less than one of the following. It does not state pick the highest. You can use ANY one of the procedures. John John August Denhardt, P.E. Strickland Fire Protection Incorporated 5113 Berwyn Road College Park, Maryland 20740 Office Telephone Number: 301-474-1136

RE: Underground flushing velocities

2010-03-31 Thread Craig.Prahl
The local AHJ wouldn't know the difference between Velocity and Velociraptor so no point even going there. So for the next NFPA 24 go-round they need to change the wording in the flushing section to just say that the minimum rate is whatever you can git outta the pipes and be done with it.

Re: Press Pit

2010-03-31 Thread Todd Williams
I think you are headed in the right direction. The insurance company should give you the right idea of what to do, barring and FPE being involved. Also, look for any combustibles in the space. anything from the machine (oils, etc)? or presence of anything else, including the possibility of

RE: Underground flushing velocities

2010-03-31 Thread Craig.Prahl
The 2007 says the flow rate shall be not less than ONE of the following: Craig L. Prahl, CET Fire Protection Specialist Mechanical Department CH2MHILL Lockwood Greene 1500 International Drive PO Box 491, Spartanburg, SC 29304-0491 Direct - 864.599.4102 Fax - 864.599.8439

RE: Underground flushing velocities

2010-03-31 Thread Craig.Prahl
If there is no specific requirement, the whole paragraph becomes irrelevant. Craig L. Prahl, CET Fire Protection Specialist Mechanical Department CH2MHILL Lockwood Greene 1500 International Drive PO Box 491, Spartanburg, SC 29304-0491 Direct - 864.599.4102 Fax - 864.599.8439

RE: Underground flushing velocities

2010-03-31 Thread Bob Knight
Oh come on Craig, any AHJ knows that a Velociraptor is the rate of velocity that a rock travel as it wraps around the pipe. Duh!!! :-) Bob K -Original Message- From: sprinklerforum-boun...@firesprinkler.org [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of

RE: Press Pit

2010-03-31 Thread Bobby Gillett
Thanks, there are hydraulic hoses etc on the machine, all over the machine, but other than that there are no loose materials etc. Just the possibility of leaks or trash. Bobby Gillett Sr. Project Manager Key Fire Protection, Inc. (731) 424-0130 office (731) 424-9285 fax (731) 267-4853 cell

Re: Press Pit

2010-03-31 Thread Ron Greenman
Boeing would have the pits sprinklered. They would call out OH sidewalls back when none existed. We'd then argue it din't matter if there were deflectors or not 'cause we'd just be filling the pit up with water anyways. Spray patterns would be irrelevant and so the question to the engineers would

Re: Underground flushing velocities

2010-03-31 Thread Roland Huggins
Now you don't really mean that. These are three reasonable criteria and even the option (3) ensures you don't simply open an 1 inch ITV and say that's all I can flow. Conversely, option 3 cn also flow way beyond what is needed. The DOE plant where I served a long term sentence had a

Connecting to Public Water Supply

2010-03-31 Thread G. Tim Stone
Yesterday I received a call from a local Sprinkler Contractor who had an unusual request of him by a local Plumbing Inspector from a Vermont Municipality. The Sprinkler Contractor had requested a construction permit to install a Back Flow Preventor (BFP) on an existing Sprinkler System riser. The

RE: Connecting to Public Water Supply

2010-03-31 Thread Craig.Prahl
This typically becomes more of a licensing issue than a code driven issue. Check the state or local licensing laws on BFP's or contact the local water purveyor. There are places where you must be certified to test but installation of such is not restricted to plumbers only. Craig L.

RE: Underground flushing velocities

2010-03-31 Thread Law, Kevin W
I guess all of those story problems in school have application that you must read ALL of the problem.but I don't feel comfortable with picking a choosing which one to apply. If your hydraulic demand is 500 gpm, but your underground will provide 1500 I would not allow a flush of 700gpm. I

Re: Remember to Vote!

2010-03-31 Thread Ron Greenman
Thanks again for the reminder. I have two distinct email addresses so I can vote twice a day if I do it at work instead of at home. On Wed, Mar 31, 2010 at 11:40 AM, Steve Leyton st...@protectiondesign.com wrote: Please take a few seconds and cast a yes vote at the following site:

Re: Press Pit

2010-03-31 Thread Loren Johnson
I'd stick with the insurance carrier to see what they recommend. At Caterpillar, like Boeing, the pits would be sprinklered and the insurance carrier, i.e. FM Global, provided the criteria. On some occasions we were allowed to use an extra hazard pipe schedule for small pits and the

RE: Underground flushing velocities

2010-03-31 Thread Thom McMahon
Yeah! It's the lizard that blows out of the open end of the pipe when you open the the supply valve! And Craig they do have a rule and it has three different ways to be applied, that's all. There's no minimum for (3) because you've used the maximum available. Thom McMahon, SET Firetech, Inc.

Re: Connecting to Public Water Supply

2010-03-31 Thread Ron Greenman
In Washington the requirement for evaluating an existing system when a backflow retrofit is required is in the health code. I know this because I got it in there after a screaming match about what was the worse health issue, potentially poor smelling/tasting water or elderly dead people. This

RE: Underground flushing velocities

2010-03-31 Thread Thom McMahon
The reason #3 is so popular is that it is so simple to apply in the field. Step#1: Open supply valve to riser. (Always direct water flow to a safe location.) Step#2: Allow full flow until water runs clear or for at least 2 minutes. Step#3: Close supply valve and cap riser, you're done flushing.

Shutoff of fire pumps due to municipal low pressure

2010-03-31 Thread Craig.Prahl
The issue: IPC 2006, 606.5.5 A low-pressure cutoff shall be installed on all booster pumps in a water pressure booster system to prevent creation of a vacuum or negative pressure on the suction side of the pump when a positive pressure of 10 psi (68.94 kPa) or less occurs on the suction side

Residential sprinklers

2010-03-31 Thread A.P.Silva
Care facility designed to NFPA 13, 2002. Residential heads in patient rooms and adjacent corridors. All other rooms with non-residential qr heads. A corridor opens to a dining room. There are no walls separating them. Any problems using res. heads in the dining room? I'm trying to use res. heads

Re: Shutoff of fire pumps due to municipal low pressure

2010-03-31 Thread Ron Greenman
Presumably the fire pump only runs when there is a fire, i.e.: emergency, (not counting various tests). Since a low pressure condition is ultimately an exposure issue (my pump effects your stuff) and so is the fire (my fire effects your community) and the pump is a measure to mitigate against the

RE: Residential sprinklers

2010-03-31 Thread Ed Kramer
Tony, for what it's worth, the commentary to section 8.4.5.1 says Where corridors serve dwelling unit areas and other adjoining spaces, residential sprinklers would not be permitted within the corridor. The FAQ located in the margin next to that commentary asks Is it the intent of 8.4.5 to allow