Main Drain test

2008-10-06 Thread Jay Stough
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Re: Main Drain test

2008-10-06 Thread Cherokeefirepro
Yes I completely agree with that Monday morning idea. Forest Wilson. Cherokee fire --Original Message-- From: Jay Stough Sender: [EMAIL PROTECTED] To: AFSA Sprinkler Forum ReplyTo: sprinklerforum@firesprinkler.org Subject: Main Drain test Sent: Oct 6, 2008 8:44 AM

Main Drain test

2008-10-06 Thread Jay Stough
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RE: Window Sprinklers

2008-10-06 Thread Fletcher, Ron
More great information, thanks for your input I have learned a lot. Ron Fletcher Aero Automatic Sprinkler Phoenix, AZ -Original Message- From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On Behalf Of John Drucker Sent: Friday, October 03, 2008 3:06 PM To: sprinklerforum@firesprinkler.org

Tire storage

2008-10-06 Thread Dyce Geoffrey H.
We have a situation where tires are stored in fixed racks lying flat on solid plywood shelves with no flue space. The racks are 8-0 wide, plywood shelving at 5-0 and 10-0 for the first two elevations and open to the joists at the top layer. Tires are not stored past 14-0. We work off NFPA

Solid Continuous Obstruction

2008-10-06 Thread Chris Cahill
'02 - 8.6.5.2.1.2 Regardless of the rules of 8.6.5.2 (obstructions less than 18 below) solid continuous obstructions shall meet the applicable requirements of 8.6.5.1.2 (beam/soffit rules). Seem like 8.6.5.2.1.2 is meant to over ride the exceptions that come after such as the 3 times rule. So

RE: 2002 to 2007 code changes

2008-10-06 Thread Mark Hasenmyer
Mark Hasenmyer, PE MEH Fire Protection Engineering LLC 1311 River Oaks Drive Flower Mound, TX 75028 Office (972) 874-2662 Fax (972) 874-5591 -Original Message- From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On Behalf Of Charles Thurston Sent: Thursday, October 02, 2008 12:31 PM To:

Re: limited combustible concealed space

2008-10-06 Thread Roland Huggins
No since there is a maximum RHR of 3500 BTU/lb as well as flames spread rating. The better question - is there enough EXPOSED combustibles to propagate the fire? As discussed in the Handbook, you are allowed to have a limited amount of exposed combustibles. The example uses the

RE: Main Drain test

2008-10-06 Thread George Church
We have a customer with 2 preaction systems coming off a wet system. The main drain is not piped outside, but to a slop sink near the riser for each preaction system. There is no way that this will handle the flow from the main drain. I seem to remember reading or hearing that you could use

Re: Main Drain test

2008-10-06 Thread Cherokeefirepro
You have to use a fire hose and flow it outside Forest Wilson Cherokee fire. --Original Message-- From: George Church Sender: [EMAIL PROTECTED] To: sprinklerforum@firesprinkler.org ReplyTo: sprinklerforum@firesprinkler.org Subject: RE: Main Drain test Sent: Oct 6, 2008 10:28 AM We

Re: Solid Continuous Obstruction

2008-10-06 Thread Roland Huggins
that is what the standard says and might I add, horrible code writing. If the top of the duct is below the deflector but less than 18 inches, it still says to apply 8.6.5.1.2. MAKES NO SENSE. We did an article on this after this requirement was created defining how we think it should be

RE: Main Drain test

2008-10-06 Thread George Church
Guys- It's Jay's question, I just posted it for him when he had tech prob. After this weekend, I'm glad the tech probs went elsewhere. Anyone have a screen for an IBM T43p thinkpad for cheap? Sound deadening headphones where both sides work? Anyone seen keys to my jeep? One of those couple days.

Exhauster

2008-10-06 Thread Mike Wisneski
Does anyone know of a manufacturer who still makes exhausters? Thanks in advance, Mike Wisneski ___ Sprinklerforum mailing list http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum For Technical Assistance, send an email to:

RE: Exhauster

2008-10-06 Thread Ken Holsopple (forum)
Does anyone know of a manufacturer who still makes exhausters? Mike, I believe that Tyco had been mfg Star's version, but it was discontinued. I actually think we bought one of the last ones. Don't know of any others in existence. If I remember correctly, the exhauster was sent by the wayside

RE: Bio-Diesel

2008-10-06 Thread Arthur Tiroly
You need to check the flash point. Look to NFPA 30 Flammable liquids code. Best protection is foam - AFFF or CAF system. EH2 sprinkler or higher. Arthur Tiroly ATCO Fire Protection Design Tiroly and Associates -Original Message- From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On

RE: Exhauster

2008-10-06 Thread Mike Wisneski
Ken, I don't think the electronic accelerator will help. The actual trip time with a tyco accelerator is 15 seconds. The problem is the +/- 500 feet of main from the riser to the inspectors test connection. The system was put in with an exhauster and accelerator and barely made the water delivery

RE: Bio-Diesel

2008-10-06 Thread Craig.Prahl
Bio-diesel itself is considered a Class IIIB Combustible. Flash point is higher than standard diesel, usually around 240-250F. Check with your client and get a list of ALL the chemicals that will be used in the process and for support and maintenance. Usually the other two components are

RE: Exhauster

2008-10-06 Thread George Church
When you say water delivery time I assume you mean per #13 old school (esp w/ DUH, excuse me, DOH). Possible to install the electronic accelerator, drop trip time to 4 seconds, and get the time? If not, water delivery calcs and you don't have a time to meet if the results meet the criteria.

RE: Bio-Diesel

2008-10-06 Thread George Church
Including a credit check? It's gonna be a long couple of years. -Original Message- From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On Behalf Of [EMAIL PROTECTED] Sent: Monday, October 06, 2008 4:38 PM To: sprinklerforum@firesprinkler.org Subject: RE: Bio-Diesel Bio-diesel itself is

RE: Tire storage

2008-10-06 Thread Craig.Prahl
The plywood is running this this train off track since all the criteria in NFPA 13 is based on NOT having solid shelving. So you may be left with the 0.40 at the ceiling and putting in-racks in at both levels below the plywood based on either (6) or (7) of Table (a) since neither (b) or (c)

RE: Bio-Diesel

2008-10-06 Thread Todd Williams - FPDC
Containers can also be large (5000 gallons not uncommon) so be aware of that as well. This would probably fall under a Group H in the Building Code, so take a look at those requirements as well. There is someone on the Forum from the Jacksonville area (name escapes me right now) who has done

RE: Bio-Diesel

2008-10-06 Thread Craig.Prahl
It would only be an H occupancy if it exceeded 13,200 gallons of storage or in use, closed systems for unsprinkled, IIIB. Double that if you have sprinklers. Craig L. Prahl, CET Fire Protection Group Mechanical Department CH2MHILL Lockwood Greene 1500 International Drive PO Box 491,

RE: Bio-Diesel

2008-10-06 Thread Todd Williams - FPDC
I was thinking more about 5K of Methanol than the Bio-diesel itself. I think that would put it in an H-3. At 05:09 PM 10/6/2008, you wrote: It would only be an H occupancy if it exceeded 13,200 gallons of storage or in use, closed systems for unsprinkled, IIIB. Double that if you have

Re: Tire storage

2008-10-06 Thread Ron Greenman
I was watching House once (wanna bet doctors have apoplexy watching this show just like we do with Hollywood sprinklers) and the patient kept complaining that whenever he did something it would make his arm hurt. House just said, Then don't do that. If the plywood makes it impossible or

RE: Bio-Diesel

2008-10-06 Thread Craig.Prahl
Oh yeah, 5K of methanol, that would do it for sure. Craig L. Prahl, CET Fire Protection Group Mechanical Department CH2MHILL Lockwood Greene 1500 International Drive PO Box 491, Spartanburg, SC 29304-0491 Direct - 864.599.4102 Fax - 864.599.8439 [EMAIL PROTECTED] http://www.ch2m.com

RE: Tire storage

2008-10-06 Thread Phelps, Mark
In this case the owner has a need and the fire protection contractor/engineer must find the solution. Hint - I've done this before. The owners need is to protect the sidewalls of the tires. If he stores them on an open wire rack, it will leave an unsightly indentation in the sidewall and have