RE: Group III Aircraft Hanger

2010-11-12 Thread Fletcher, Ron
Isn't it the building code that requires sprinklers? If nothing in 409
is applicable to the type of hangar then it would be EH-I IAW #13,
wouldn't it?


Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Andy
Sent: Friday, November 12, 2010 6:24 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Group III Aircraft Hanger

If 409 does not require sprinklers, look at the rest of the building.
Most
have office or shop areas. With a mixed use building and sprinklers not
required for the hanger portion you probably still have misc. storage in
that area. The other areas would drive the design. Why would you need to
jump to a higher level of protection in 409 if it does not apply.
I would recommend that they bring a larger supply in if use of the
building
changes.
Andy  

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bob
Knight
Sent: Thursday, November 11, 2010 7:50 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Group III Aircraft Hanger

After reading through 409, I agree with you Ed.  It really seems that
this particular instance is left up to the local AHJ.  Since this hanger
is not required to be sprinklered per local code, I feel that we fall
back on to NFPA 13.  We have a call into the State FM for his direction.
We'll see what he says.

BK

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ed Vining
Sent: Thursday, November 11, 2010 5:23 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Group III Aircraft Hanger

Help me with this.  I do not see any requirement in Chapter 8 of 409
which would require sprinklering of a Group III hangar.  Chapter 12 does
not apply to Group III hangars.

If sprinklers are required for this installation, where is it written.

Ed Vining

On Thu, Nov 11, 2010 at 3:21 PM, Daniel Wilder
daniel.wil...@wsfp.uswrote:

 It's been a while since my last hangar so here I go...
 409-11' Ed
 13-10' Ed.
 11-10' Ed.

 The term fixed fire protection system leads me to believe a 
 definition is in order...searching through 13, many of the references 
 to fixed has the following ...sprinklers and other fixed water-based 
 (13-8.16.1.1.2.1)
 ...water spray fixed system...(13-21.9.1.1(2))
 A fixed water deluge...(13-21.17.1.1)
 ...of any sprinkler or fixed water spray system...(13-21.27.1.1)

 11 (10' ed)-1.2.1...or maintaining fixed, semifixed, or portable...
 11 3.3.17.2-Fixed System.  A complete installation in which foam is 
 piped from a central foam station, discharging through fixed delivery
outlets...
 11 4.8 System Types - (1) Fixed

 No definition in 13 to speak of.

 409
 8.9.1.1=Fixed System

 Since the other chapters specifically allow other NFPA's I am not sure

 why this one doesn't come out and say it other than reading through 
 the A8.1.1 it sounds like the construction of these hangers lends more

 weight to the prudence of the Local AHJ and how they want to approach
these.

 My conclusion is since 13 almost always separates these two 
 definitions and many of the 409 references send you directly to a 
 specific standard and there is a fairly clear definition in 11, you 
 cannot use 13 in this instance.  Chapter 12 (unfueled aircraft) is new

 to 409 and allows a
 .17/5000 w/ 500 GPM hose with some other criteria but you stated the 
 aircraft would have fuel.

 I would also like to see another viewpoint on this to make sure I'm in

 the right direction...

 Dan

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bob 
 Knight
 Sent: Thursday, November 11, 2010 2:58 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Group III Aircraft Hanger

 Now that I've had time to digest your comments Daniel, I'm still at 
 somewhat of a loss.  According to the annex for 8.9.1.1 which states 
 to the effect, not all building codes require fire protection systems

 in Group III aircraft hangers.  When we approached the local AHJ with

 the question, what do you require?, he simply answered with whatever 
 NFPA says.  So now, if I'm understanding this correctly, which I'm 
 not sure that I am, NFPA 409 provides the statement fixed fire 
 protection systems shall be installed where required by and in 
 accordance with locally adopted building codes.
 Therefore, I'm making the leap that I refer back to NFPA 13 which is 
 where I would normally go for unfueled aircraft and use a .3/2500.  
 Since this is a fueled aircraft I'm going to say that I should use a 
 .4/2500.  This isn't based on anything other than my gut.  If anyone 
 has another plan or idea, please sound off.

 BK

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 

RE: Pipe Expansion

2010-11-10 Thread Fletcher, Ron
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: Butler type Truss/Purlins

2010-11-08 Thread Fletcher, Ron
And hopefully your proposal had an exclusion something like Span hangers to 
distribute load to more than one structural member. It is assumed that the 
structure can adequately support the fire sprinkler system without such 
hangers.


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, November 08, 2010 9:19 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Butler type Truss/Purlins

On these Pre-Engineered Buildings(PEB) you need to seek the building 
contractor's input on attachment points.  You cannot just hang, or support or 
brace loads at any old location.

The GC or whoever is overseeing the project should have the PEB 
contractor/provider include details relating to support limitations of dead 
loads.

The biggest problem with these type of buildings is that during the project 
design phase, structural loading for systems such as fire protection are either 
left out completely or grossly underestimated.

In the couple I've had to deal with recently the PEB mfgr had to provide 
additional bracing between purlins to support bracing points and hangers.  

The other route that may be possible is to layout your system, show hangers and 
brace points and then ask the PEB mfgr to review your layout and see if there 
are any issues with your loading or if additional steel is needed to 
accommodate your systems.



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 Bobby Gillett
Sent: Monday, November 08, 2010 11:11 AM
To: sprinklerforum@firesprinkler.org
Subject: Butler type Truss/Purlins

Has anyone ever had a project using the Butler Truss/Purlin? These are
shaped like metal roof deck on top (like a flat M), same on the bottom but
inverted (like a flat W) with joist webbing between. There is insulation
on top and standing seam roof attached directly to them. They show all
hanger attachments on the bottom chord at the panel point, as there is no
apparent way to attach to the top. I'm wondering what types of hanger
attachments you might have used, and how in the world would you attach the
seismic to the top of the structure on the braces attaching adjacent to the
piping?

 

Thanks ahead of time,

 

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: Butler type Truss/Purlins

2010-11-08 Thread Fletcher, Ron
The 250# is so a sprinkler fitter can swing on the pipe.


Ron Fletcher
Aero Automatic
Phoenix, AZ




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd
Williams
Sent: Monday, November 08, 2010 10:04 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Butler type Truss/Purlins


The GC tried to hang the sprinkler contractor but the contractor
kept


Is this why they have the additional 250# in the hanger requirements


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

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RE: NON-METALLIC COUPLING

2010-11-04 Thread Fletcher, Ron
How about dielectric flanges?


Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Travis
Mack, SET
Sent: Thursday, November 04, 2010 9:07 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: Physical Science :)

2010-11-03 Thread Fletcher, Ron
NICET is going to attach electronic exhibits to the questions that require 
reference materials not allowed in the test room. It is my understanding that 
the only books allowed will be 13, 13R and 13D, no handbooks and no calculator. 
An electronic calculator will be available on the computer screen.


Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Wednesday, November 03, 2010 7:02 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Physical Science :)

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

RE: Physical Science :)

2010-11-03 Thread Fletcher, Ron
Have to memorize the formulas I guess.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Greg
McGahan
Sent: Wednesday, November 03, 2010 7:36 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Physical Science :)

WHAT? What about the math questions, etc that are not found anywhere 
close to any NFPA documents?

On 11/3/2010 9:25 AM, Fletcher, Ron wrote:
 NICET is going to attach electronic exhibits to the questions that
require reference materials not allowed in the test room. It is my
understanding that the only books allowed will be 13, 13R and 13D, no
handbooks and no calculator. An electronic calculator will be available
on the computer screen.


 Ron Fletcher
 Aero Automatic
 Phoenix, AZ



 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George
Church
 Sent: Wednesday, November 03, 2010 7:02 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Physical Science :)

 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

RE: Physical Science :)

2010-11-03 Thread Fletcher, Ron
Yep. The examples I saw had 8-10 pages from a standard like 409. No index so 
you have to hunt for the text.


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: Wednesday, November 03, 2010 8:01 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Physical Science :)

So they are going to provide the reference material excerpts related to the 
question?

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 Fletcher, Ron
Sent: Wednesday, November 03, 2010 10:25 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Physical Science :)

NICET is going to attach electronic exhibits to the questions that require 
reference materials not allowed in the test room. It is my understanding that 
the only books allowed will be 13, 13R and 13D, no handbooks and no calculator. 
An electronic calculator will be available on the computer screen.


Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Wednesday, November 03, 2010 7:02 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Physical Science :)

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

RE: Oversized Fire Pump

2010-10-29 Thread Fletcher, Ron
Some issues other than those already mentioned are higher horsepower,
electrical conductor size, higher locked rotor amps.


Ron Fletcher
Aero Automatic
Phoenix, AZ




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of A.P.Silva
Sent: Friday, October 29, 2010 12:45 PM
To: sprinklerforum@firesprinkler.org
Subject: Oversized Fire Pump

A sprinkler system was designed for a fire pump with rated capacity 250
gpm
at 60 psi and water storage tanks. Due to a mix-up, the contractor
installed
a 500 gpm at 70 psi fire pump. The suction and discharge piping are 4,
sized for the 250 gpm pump. The sprinkler system is also designed for
the
250 gpm pump, the maximum system demand being 347 gpm @ 43.9 psi. This
became known when the contractor was installing the flow meter, which
required 6 inch piping. 

What are the effects of the oversized fire pump? Can the system remain,
using enlargers and reducers on the 4 pipe to accommodate the flow
meter?
Any effect on the water storage requirement?

I will be checking NFPA 20, but would appreciate any input from the
forum.

Tony

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RE: Valve house requirement?

2010-10-19 Thread Fletcher, Ron
I hope there isn't there is a standard that requires an enclosure. We
recently installed some systems at a copper mine with the AFFF tanks,
risers and other stuff outside. It is pretty easy to build a rack from
Unistrut and plywood to mount panels etc... One drawback might be the
shelf life of the AFFF concentrate but that can be monitored with
regular testing.

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: Tuesday, October 19, 2010 5:26 AM
To: sprinklerforum@firesprinkler.org
Subject: Valve house requirement?

I have a situation where the powers that be want to just locate the
fire risers, foam tanks, control panels and all assorted trim and
accessories for two FP systems outside, exposed to the elements.  The
environment is a chemical plant in the SE.  Freezing is not an issue and
it's on private property not accessible to the public.  The one hazard
is a multi-level process structure w/ multiple deluge systems, the other
is fuel storage tanks with the foam protection.

I've given some verbiage from NFPA 13 concerning protection of equipment
but since someone who did the initial write-up forgot the houses, the
owner believes they are not needed.

Any specific code requirements?  Their idea is to order weather proof
equipment.  I guess they're going to hang the control panels by helium
balloons.

Craig L. Prahl

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RE: Valve house requirement?

2010-10-19 Thread Fletcher, Ron
I have done outdoor systems in pipe racks etc... at refineries along the Texas 
coast (hurricanes). The electrical devices had to be EP. The valves were cast 
steel epoxy lined but that was probably because of the water supply.

At the copper mine the specialty materials were already purchased. We furnished 
the pipe and did the install. There shouldn't be a problem if the electrical 
equipment has the proper NEMA rating.


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: Tuesday, October 19, 2010 6:50 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Valve house requirement?

When you're in an area subject to hurricanes and you're protecting flammable 
liquid operations and storage, is it still ok to just let all the equipment sit 
out in the yard?

Ron, when you ordered equipment, did you order anything special for the outdoor 
application or just off the shelf items?

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 Fletcher, Ron
Sent: Tuesday, October 19, 2010 9:47 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Valve house requirement?

I hope there isn't there is a standard that requires an enclosure. We
recently installed some systems at a copper mine with the AFFF tanks,
risers and other stuff outside. It is pretty easy to build a rack from
Unistrut and plywood to mount panels etc... One drawback might be the
shelf life of the AFFF concentrate but that can be monitored with
regular testing.

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: Tuesday, October 19, 2010 5:26 AM
To: sprinklerforum@firesprinkler.org
Subject: Valve house requirement?

I have a situation where the powers that be want to just locate the
fire risers, foam tanks, control panels and all assorted trim and
accessories for two FP systems outside, exposed to the elements.  The
environment is a chemical plant in the SE.  Freezing is not an issue and
it's on private property not accessible to the public.  The one hazard
is a multi-level process structure w/ multiple deluge systems, the other
is fuel storage tanks with the foam protection.

I've given some verbiage from NFPA 13 concerning protection of equipment
but since someone who did the initial write-up forgot the houses, the
owner believes they are not needed.

Any specific code requirements?  Their idea is to order weather proof
equipment.  I guess they're going to hang the control panels by helium
balloons.

Craig L. Prahl

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RE: NFPA 15 - minimum pipe sizes

2010-10-18 Thread Fletcher, Ron
Have used swaged nipples in the past but not so many in the 1/2 size. Back in 
the day when doing deluge systems and being limited to extra heavy screwed 
galvanized fittings we had to take what we could get. There weren't a lot tee's 
available that reduced on the run so we used swaged nipples for pipe size 
reductions. Our main concern was availability and making the hydraulics 
balance. If the installer didn't have a 1x1/2 ell he would probably not 
hesitate to use a swaged nipple and a 1/2 ell. My old little black (Grinnell) 
book listed 1x3/4 through 1x1/4 available.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Monday, October 18, 2010 1:52 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: NFPA 15 - minimum pipe sizes

my first question would be is this an academic exercise or are some of
the things that seem nuts to me just striking me as such because
they're not common practices in our industry but may be in his? If
it's just the former I have no desire to spend time finding references
until he buys me expensive scotch and we become friends. Once we
determine it's the latter then I would say what he proposes are not
common as we consider them and so no, you can not do those things
(swaging, considering short shelf made nipples fittings, etc.). More
specifically on a couple of issues one could infer from 13 that 1/2
nipples are not generally considered fittings and are therefore not
allowed because of the one and only small exception, belaboredly
spelled out, where a 1/2 nipple up to four inches long may be used.
The second specific is that, although I said I wasn't going to look in
books I did and going back to '89 ('91 being when hydraulics really
came into it's own) I found nothing outside the schedule tables
limiting piping to a minimum size of one inch although I think anyone
would be hard pressed to get any kind of decent hydraulics at less. So
know he's my friend and he owes me scotch. And please someone find a
reference to this one inch minimum size thing.

On Sun, Oct 17, 2010 at 3:14 AM, å...  eurekaig...@gmail.com wrote:
 here is a question posed  on another forum, though
 it might be more appropriat to this one.  I will forward responses
 to the author, who is working in the oil and gas industry.



 NFPA 15 specifies a minimum pipe size of 1-inch for black steel or
 galvanized pipe, but under the fittings heading does not have a specific
 minimum size. The end fitting on a branch line is presumably permitted to be
 a 1-inch x 1/2-inch or 1-inch x 3/4-inch reducer or elbow to accommodate the
 spray nozzle.
 Would a 1-inch x 1/2-inch swedge reducer, followed by a 1/2-inch x 1/2-inch
 elbow to accommodate the 1/2-inch nozzle be acceptable under the intent of
 NFPA 15? The argument is that the swedge is a fitting so is not restricted
 in size as for a pipe. And the 1/2-inch x 1/2-inch end fitting is therefore
 acceptable also.
 To take this argument even further, would a short, say 4-inch to 6-inch
 length 1/2-inch pipe nipple be acceptable as a fitting. Pipe nipples are
 commonly considered to be fittings by piping designers, as they are stocked
 off the shelf.

 I had thought NFPA 13 also restricted pipe sizes to 1-inch minimum, although
 I have been unable to find the specific reference other than in the pipe
 schedule tables. If someone can point out the specific minimum size
 restriction in NFPA 13 for hydraulically calculated systems I would
 appreciate it.



 scot deal
 excelsior fire
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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: ESFR Dry Pendents

2010-10-05 Thread Fletcher, Ron
Viking supplies two pieces of foam about 3/4 thick that is 6 diameter.
It goes on top of the freezer panel and against the ceiling on the
inside. I just wanted to see if any forumites had some real world
experience with these things. This our first time using them.


Ron Fletcher
Aero Automatic
Phoenix, AZ

 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron
Greenman
Sent: Tuesday, October 05, 2010 2:45 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: ESFR Dry Pendents

Ron,

I don't have any specific experience but think this through. If you
insulate the dry barrel you have effectively created a situation where
the cold from the freezer dissipates from the barrel slower than it
would otherwise and exacerbates the chances that the cold will migrate
into the wet portion of the system at a greater rate and thereby run
the risk of freezing the wet section. I think you'd be better off with
a foam donut at the point where the dry barrel enters the freezer
box to mitigate against moisture running down the barrel but I'd check
with Viking first.

On Tue, Oct 5, 2010 at 2:07 PM, Fletcher, Ron rfletc...@aerofire.com
wrote:
 Has anyone had experience with the Viking ESFR dry pendent? We have
been
 asked by the building owner if there is any problem with condensation
 forming and running into the freezer from the ambient area above. We
 have installed them according to Vikings' installation instructions so
 we are hoping everything will be fine. The owner wanted the pipe leg
 above the freezer box to be insulated, Viking says no. It may be dry
 here but the temp difference on a hot day could be -10F to +120F.

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ
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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: multiple obstructions that total more than 48

2010-10-04 Thread Fletcher, Ron
We call them feel good sprinklers. Some jurisdictions make us put them in while 
others do not. The heads at the deck will almost certainly active first 
preventing the water shielded heads from operating. If it is light or ordinary 
hazard and the obstructions are not structural the heads aren't required, are 
they?

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
Sent: Monday, October 04, 2010 12:51 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: multiple obstructions that total more than 48

But what is a pipe rack more than 48 wide with space between pipes, if not an 
open grid ceiling? If it looks like a duck and quack's like a duck, treat it 
like a duck! Just cause it’s a goose, doesn't mean that it's really any 
different than a duck.

We quite often see pipe racks that are in corridors and wall to wall. At some 
locations they have only pipe in half at others they are full. Sometimes there 
is a conduit rack below them. We use water shielded heads below and SSU's above.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
jim.robe...@fluor.com
Sent: Monday, October 04, 2010 1:33 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: multiple obstructions that total more than 48

George,

I was thinking (a bad practice for me) that the 70% was for open grid
ceilings.  It would be hard to have 70% open in a pipe rack.

Jim




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





















From:   George Church for...@ptd.net
To: sprinklerforum@firesprinkler.org
Date:   10/04/2010 03:21 PM
Subject:RE: multiple obstructions that total more than 48
Sent by:sprinklerforum-boun...@firesprinkler.org



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 

RE: Deluge Nozzles

2010-10-01 Thread Fletcher, Ron
I looked through my old engineers reference book that I got at Grinnell
in the early 70's and found nothing with an A126 number on it.


Ron Fletcher
Aero Automatic
Phoenix, AZ

 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fire
Protection Services
Sent: Friday, October 01, 2010 5:03 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Deluge Nozzles

I tried that prior to this forum. Nothing came up with that number.
Thanks
for your reply


Chris,
At that time,the deluge nozzles of choice were mfg. by ASCOA (Automatic
Sprinkler Corporation of America) or Grinnell.Try a search on line as I
have
misplaced any data sheets I may have had (product of age,etc.) 8-)

Lamar Vaughn


 I am trying to find some info on a 1963 Deluge system nozzle. The only
info
 I can find is A156 SPRAY NOZZLE
 

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RE: Deluge Nozzles

2010-10-01 Thread Fletcher, Ron
In the past I have used many off brand (not G of ASCOA) nozzles from
Lechler and Bete so you may have something not intended for FP.  Back
then there wasn't much of a selection. Mostly just uprights, downrights
and vertical sidewalls. Grinnell only had a few different deluge nozzles
like cooling tower, EA1, D3 and D4, that was about it. We used to use a
lot different orifice sizes to make things balance so you may have a
tough time doing a recalc with new nozzles on existing pipe.


Ron Fletcher
Aero Automatic
Phoenix, AZ




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fire
Protection Services
Sent: Friday, October 01, 2010 6:49 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Deluge Nozzles

I had someone send me a data sheet but it was for a F1 Nozzle, still no
luck
on the A156.
I guess worst case scenario, they would have to change the old nozzles
with
new.
My drawing date is 8-5-1963 so it may be too old.

Thanks for your reply

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher,
Ron
Sent: Friday, October 01, 2010 8:40 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Deluge Nozzles

I looked through my old engineers reference book that I got at Grinnell
in the early 70's and found nothing with an A126 number on it.


Ron Fletcher
Aero Automatic
Phoenix, AZ

 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fire
Protection Services
Sent: Friday, October 01, 2010 5:03 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Deluge Nozzles

I tried that prior to this forum. Nothing came up with that number.
Thanks
for your reply


Chris,
At that time,the deluge nozzles of choice were mfg. by ASCOA (Automatic
Sprinkler Corporation of America) or Grinnell.Try a search on line as I
have
misplaced any data sheets I may have had (product of age,etc.) 8-)

Lamar Vaughn


 I am trying to find some info on a 1963 Deluge system nozzle. The only
info
 I can find is A156 SPRAY NOZZLE
 

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RE: Dual Purpose Fire Pump - Hydrants and Sprinklers

2010-09-08 Thread Fletcher, Ron
Fire flow is from IFC Appendix B not NFPA. As far as I know 1500 gpm is the 
minimum fire flow for any property. The inside/outside hose flow added to 
sprinkler flow has nothing to do with fire flow from hydrants, they are two 
completely separate issues. A reduction in fire flow is allowed for fully 
sprinklered properties but like I said I think the minimum is 1500 gpm 
regardless. The uniform codes may be different.


Ron Fletcher
Aero Automatic
Phoenix, AZ



 
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ralphy Henderson
Sent: Wednesday, September 08, 2010 12:20 PM
To: sprinklerforum@firesprinkler.org
Subject: Dual Purpose Fire Pump - Hydrants and Sprinklers

Hello All,

I was fielded a question I'm not qualified to answer and wanted to hear from 
people who have done it before. It concerns one fire pump feeding two hydrants 
and an ordinary group II sprinkler system from a water storage tank. The 
architect has determined a fire flow of 1000 gpm for 60 minutes for the fire 
hydrants.
I have a few questions:
1.) From talking with civil engineers in the past I am under the impression 
that fire flows (found in the building codes) are an estimation of total fire 
water usage including hydrants and sprinkler flows. If this is the case would 
the size of the water storage tank be based solely on the fire flows 
established by the architect? Or should the fire sprinkler demand be added to 
the water storage size? 
2.) If the fire sprinkler demand ends up being greater than the established 
fire flow of 1000gpm for 60 minutes (hypothetically) then you would use the 
fire sprinkler demand to size the water storage tanks, correct? If so, how 
would the additional water for a fire hydrant be figured in?
3.) Whose job is it to determine the above? I pushed things off onto the civil 
engineer since our scope of work deals strictly with the design and 
installation of the fire sprinkler system and the fire pump shop drawings. 
Thanks,
Ralph




  
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RE: Diesel Pump Engine RPM

2010-09-01 Thread Fletcher, Ron
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 Fletcher, Ron
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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Diesel Pump Engine RPM

2010-08-31 Thread Fletcher, Ron
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
Aero Automatic
Phoenix, AZ
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RE: Area Reduction

2010-08-05 Thread Fletcher, Ron
First thing I would do is send a change order for the cost impact if the
requirements were not in the original specifications.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian
Harris
Sent: Thursday, August 05, 2010 8:30 AM
To: sprinklerforum@firesprinkler.org
Subject: Area Reduction

I have an engineer that is insisting on using the 1.4 rule (for no
good
reason) but that's beside the point, my question is am I still good to
use
the Area Reduction as stated in 11.2.3.2.3.1? Also, He's requiring the
10psi
less residual  10% less flow (again, with no good reason) with this in
mind
I don't need to have a 10% cushion built into the calc's correct?
 
Thanks!
 

Brian Harris

 

 


Design Engineer

 

First Defense Fire Protection
11957 Ramah Church Road
Huntersville NC 28078




br...@firstdefensefire.com
www.firstdefensefire.com outbind://80/www.firstdefensefire.com 

 

Ph: 704.948.3506
Fax: 704.948.3507

 

 
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RE: Test connection for forward flow testing of backflow

2010-07-26 Thread Fletcher, Ron
Main drain.

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, July 26, 2010 5:32 AM
To: sprinklerforum@firesprinkler.org; bcasterl...@fsc-inc.com
Subject: Test connection for forward flow testing of backflow

Just trying to get a consensus,

Got a backflow in a building at the riser location, what is the preferred type 
of connection at the wall which would allow for forward flow testing?

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 
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Ammonia quenching system

2010-07-26 Thread Fletcher, Ron
Anyone have experience with an ammonia quenching systems?

Ron Fletcher
Aero Automatic
Phoenix, AZ 
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RE: Residential Sprinklers for Dry Pipe Systems

2010-07-09 Thread Fletcher, Ron
3.4.5 in the handbook says dry systems should only be installed where
pipe is subject to freezing. I have had AHJ's use this to require a wet
system in the heated areas and dry in the unheated.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Mike
Hairfield
Sent: Friday, July 09, 2010 6:33 AM
To: AFSA SprinklerFORUM
Subject: RE: Residential Sprinklers for Dry Pipe Systems


Has to be dry pipe system only and TYCO has a new Dry pendent
Residential Sprinklers TY2235, TY2535 and TY2335

it's in TYCO's Rapid Response Home Fire Sprinkler System data.

 

Mike
 
 Date: Fri, 9 Jul 2010 09:28:35 -0400
 To: sprinklerforum@firesprinkler.org
 From: t...@fpdc.com
 Subject: Re: Residential Sprinklers for Dry Pipe Systems
 
 There is no dry-type residential sprinkler that I could find on the 
 Tyco web site. Never heard of one either. Unless this is something 
 new, he may be blowing smoke up your whoops-a-daisy.
 
 My guess is that you are going to have to use QR sprinklers and a 
 1950 sqft design area. Could you split the building into wet and dry
systems?
 
 
 
 At 09:21 AM 7/9/2010, you wrote:
 
 
  Have a situation where there is a dry pipe sprinkler system being 
  installed in
 
 a multi use building A-3, B, R-2 and S-1 Occupancies.
 
 
 
 In the R-2 portion the space above the ceiling is conditioned and I
was hoping
 
 to use Listed Residential Sprinklers on return bends. Local AHJ 
 states that only
 
 TYCO LFII Dry-Type Residential Sprinklers can be used in this area 
 since this is
 
 the only Listed Residential Sprinkler for use on Dry Pipe Systems.
 
 
 
 Has anyone run across this situation besides me?
 
 
 
 Mike Hairfield
 
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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: Ceiling pocket

2010-07-02 Thread Fletcher, Ron
If the room (hall) is less than 300 sqft it could be classified as panel
(obstructed) construction and a 22 inch deflector would be okay. Would
that take care of the problem?

Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne
Martinez
Sent: Friday, July 02, 2010 7:01 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Ceiling pocket

It doesn't meet the definition provided by 3.3.4, NFPA 13 (10ed) but I
think it meets the intent of the rule.
You would think that since the volume of the high area is within the
limits if what is required to apply the ceiling pocket rule then there
would not be a significant delay in sprinkler operation for the
deflector positioned below the soffit.
But where do you draw the line?  Using my Vulcan logic, one could apply
this thinking to any small room with a soffit and I do not think this is
the correct road to follow.
Dewayne  

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd
Williams
Sent: Friday, July 02, 2010 8:32 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Ceiling pocket

Deflector will be about 14. Duct insulation and at least 1 below to
get it in the fitting.



At 09:25 AM 7/2/2010, you wrote:
Still on first cup so..

What is the prob with 7'-1? Can the deflector be installed at 12
(even
with BOD) either as upright or pend?

  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 Todd Williams
  Sent: Friday, July 02, 2010 8:15 AM
  To: sprinklerforum@firesprinkler.org
  Subject: Ceiling pocket
  
  I am working on a building with a 9'-3 wide corridor. Along one
wall
  is a duct 2'-9 wide and 12 deep. The sprinkler piping in this
space
  will be exposed. My original plan was to run a line along side of
the
  duct  with sidewalls and put pendent sprinklers under the duct.
  (running along the other wall is not an option.) However, the
pendent
  sprinklers under the duct will be 7'-1 from the far wall. I was
  looking to see if I could apply the ceiling pocket  section to this
  scenario and eliminate the sidewalls. The total volume of the
pocket
  is approximately 225 cubic feet. I can't see why this wouldn't
apply,
  but it seems an odd use of the rule. Thoughts?
  
  Todd G. Williams, PE
  Fire Protection Design/Consulting
  Stonington, CT
  860.535.2080
  www.fpdc.com
  
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  No virus found in this incoming message.
  Checked by AVG - www.avg.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: Accuracy of Hydrant Flow Test Using Pitot Diffuser

2010-06-28 Thread Fletcher, Ron
Thanks for the idea. I'll save this one.

Regards,


Ron Fletcher
Pre Construction Services
rfletc...@aerofire.com


Aero Automatic Sprinkler Co.
21605 N. Central Avenue
Phoenix, AZ  85024
Phone 623-580-7836
Fax   623-434-3420




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Sunday, June 27, 2010 10:37 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Accuracy of Hydrant Flow Test Using Pitot Diffuser

Thanks Ron, very interesting and informative. Here is something else about
flow tests I think is interesting, and might come in handy sometime for
someone willing to trudge through this: say you're bidding a 4- story
Comfort Inn and you need to know the water at least close enough to know 1
res head per room or 2, but all you got on you is the tapped cap w/ gage,
the wrench, a 25' tape, and your comb- could you do it? Say static is 60
psi, get a decent stream going, and walk out and drop your comb across from
where you think the middle of the splash is. Shut it down. Measure from the
hydrant to the comb--- 16'. Measure from the the ground to the center of the
butt--- 4'. The time of flight of a droplet straight down from 4' is half a
second. The time of flight of a droplet shot straight out from the same
height is also half a second (knowing this is the other key to applying
velocity pressure correctly in calcs). If the water went 16 feet in .5 sec
the velocity is 32 ft/sec x .03 ft^2= about 1 ft^3/sec, about 450 GPM, x .8
for the butt, about 360 GPM. So you got 60 and... dang it! I glanced at the
residual when I was shutting down but forgot to remember it. No prob! The
velocity head h=v^2/2g is 45 ft x.433= 20 psioh yea, the residual gage
read 40 psi.

-Original Message-
From: Loren Johnson [mailto:lr...@yahoo.com] 
Sent: Saturday, June 26, 2010 12:34 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Accuracy of Hydrant Flow Test Using Pitot Diffuser

Ron, could you please send me a copy as well?

Thank you.


Loren Johnson - CFPS, CET
The Hitchcock Co.
Peoria, IL

--- On Sat, 6/26/10, lamarvau...@charter.net lamarvau...@charter.net
wrote:

 From: lamarvau...@charter.net lamarvau...@charter.net
 Subject: Re: Accuracy of Hydrant Flow Test Using Pitot Diffuser
 To: sprinklerforum@firesprinkler.org
 Date: Saturday, June 26, 2010, 6:47 AM
 Ron , please send me a copy. Thanks
 
 Lamar Vaughn,SET
 
 
  Fletcher wrote: 
  Sometime back there was a thread about flow tests and
 the accuracy of
  using diffusers with built in pitot tubes. I had said
 that I had an
  article written for the AWWA Journal on the subject.
 Some of you had
  asked for a copy of the article which I couldn't find
 at the time. I
  found it, it's been scanned and can be sent to anyone
 still interested.
  Let me know through PM or the forum and I will forward
 a copy.
  
  Ron Fletcher
  Aero Automatic
  Phoenix, AZ 
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RE: Flex Line

2010-06-25 Thread Fletcher, Ron
The last ones I used came from a company in Denver. I order them through
a local company that sells hydraulic hoses. You can contact me off forum
if you want more information on the vendors but you should be able to
find a local supplier that can make what you need. Of course there is no
UL Listing or approval. There are rubber hose covered with a SS jacket
or something similar a to a flex drop on the inside with SS jacket on
the outside. Just get all concerned to approve what you use and warranty
the installation not the product.

Ron Fletcher
Aero Automatic
Phoenix, AZ 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Coastal
Sent: Thursday, June 24, 2010 4:46 PM
To: sprinklerforum@firesprinkler.org
Subject: Flex Line

Hello Sprinklerforum,

  I received a RFQ tonight and it calls for a flexible line to connect
the Fixed Dock to the Floating Dock. They are requesting a Flange x
Flange Stainless Steel Braid covered Hose for this connection. I have
sent an RFI asking what has been used for other projects of this type
the firm has designed. I figured I would Ask The Experts here what
they have used or seen used for this in the past. Oh Yes this line is
shown as about 20 feet long on the plans. I am open to suggestions...

Thanks for the replies. 

-- 
Best regards,
Charles Thurston
Coastal Fire Protection
mailto:coastalf...@sc.rr.com

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Accuracy of Hydrant Flow Test Using Pitot Diffuser

2010-06-25 Thread Fletcher, Ron
Sometime back there was a thread about flow tests and the accuracy of
using diffusers with built in pitot tubes. I had said that I had an
article written for the AWWA Journal on the subject. Some of you had
asked for a copy of the article which I couldn't find at the time. I
found it, it's been scanned and can be sent to anyone still interested.
Let me know through PM or the forum and I will forward a copy.

Ron Fletcher
Aero Automatic
Phoenix, AZ 
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RE: IBC egress distances 250'

2010-06-23 Thread Fletcher, Ron
Maybe there is something in the 2009 commentary about why it was
removed? The commentary wasn't available when I ordered the codes. If
anyone out there in forum land has the commentary maybe they would be
kind enough to check?

Ron Fletcher
Aero Automatic
Phoenix, AZ  

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George
Church
Sent: Tuesday, June 22, 2010 4:02 PM
To: sprinklerforum@firesprinkler.org; bcasterl...@fsc-inc.com
Subject: RE: IBC egress distances 250'

Let me re-phrase the question, now that we in PA have adopted the 2009
I-codes.

In 2006 edition we could extend egress distances from 250' to 400' by
using
vents.
That section isn't in the 2009 edition, so we've lost the ability to
efficiently build big boxes wherein I'd like to install mass quantities
of
ESFR sprinklers.
Has anyone seen a methodology within the 2009 edition of the IBC to
replace
the Vent exception?

That's my question. I'm aware the 2006 edition's vent exception, and
have
gained variances using the approach I explained in the first post. But
that's not what I'm asking now, I'd solved that problem, now we have a
new
playbook and I can't find the one marked extended egress. 

Thom, the tunnel would work if 
a) the building was up and that was only quick way to get occupancy
b) they figure how to do that under a floor capable of supporting rack
storage.

I can ses it now, a mini-London Underground below the warehouse, Tube
stops.

Mind the gap!

glc 
 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Tuesday, June 22, 2010 1:26 PM
To: sprinklerforum@firesprinkler.org; bcasterl...@fsc-inc.com
Subject: RE: IBC egress distances 250'

I should re-phrase-how were we successful in maintaining increased
dist?

-Original Message-
From: Brad [mailto:bcasterl...@fsc-inc.com]
Sent: Tuesday, June 22, 2010 12:00 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: IBC egress distances 250'

No-
Section 104 allows alternate methods and materials- such as smoke
modeling
with timed egress analysis-- horizontal exits at 250' max would work.
(btw- the previous code allowed deleting auto vents, but the travel
dist.
Could not be increased too)

-Original Message-
From: George Church [mailto:for...@ptd.net]
Sent: Tuesday, June 22, 2010 11:51 AM
To: sprinklerforum@firesprinkler.org
Subject: IBC egress distances 250'

 
Back under the 2006 IBC, we could go thru the motions of providing roof
vents, get the egress increase under 1016.2 Roof Vent Increases, and
then
install ESFR and loose the vents, and we'd been successful in
maintaining
the increased egress distances (to 400'). 

However, while we're pretty fond of the IRC part of our new code, the
2009
IBC has totally removed the 1016.2 increase for a S1 occupancy. 
 
Now that the occasional big-box distribution center comes out for bid
after
the economic mess, is there another means to erect an S1 building wider
than
500'? 

glc

 

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RE: IBC egress distances 250'

2010-06-22 Thread Fletcher, Ron
Yes. Greater than 250 ft egress up to 400 ft with smoke and heat vents.
No exception for ESFR.

Not George

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Mike
Hairfield
Sent: Tuesday, June 22, 2010 9:49 AM
To: AFSA SprinklerFORUM
Subject: RE: IBC egress distances 250'


George,

 

Doesn't the 2006 IBC still require Manual Smoke and Roof Vents?

 

Exception #2 under Section 910.1 only eliminate the AUTOMATIC Smoke 
Roof Vents

if you use ESFR sprinklers!

 

Mike
 
 From: for...@ptd.net
 To: sprinklerforum@firesprinkler.org
 Subject: IBC egress distances 250'
 Date: Tue, 22 Jun 2010 12:50:49 -0400
 
 
 Back under the 2006 IBC, we could go thru the motions of providing
roof
 vents, get the egress increase under 1016.2 Roof Vent Increases, and
then
 install ESFR and loose the vents, and we'd been successful in
maintaining
 the increased egress distances (to 400'). 
 
 However, while we're pretty fond of the IRC part of our new code, the
2009
 IBC has totally removed the 1016.2 increase for a S1 occupancy. 
 
 Now that the occasional big-box distribution center comes out for bid
after
 the economic mess, is there another means to erect an S1 building
wider than
 500'? 
 
 glc
 
 
 
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RE: non-supervised preaction

2010-06-09 Thread Fletcher, Ron
So is a single interlock electric release pre-action system without supervision 
air allowed by NFPA #13?

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: Wednesday, June 09, 2010 11:04 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: non-supervised preaction

In DIPA the piping is still supervised even if you have electric release which 
would be by HD or SD's as opposed to pneumatic release with pilot sprinklers.

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 Matt Grise
Sent: Wednesday, June 09, 2010 2:01 PM
To: 'sprinklerforum@firesprinkler.org'
Subject: RE: non-supervised preaction

Would this in effect be a double interlock pre action system if the pre-action 
valve was controlled electronically? The system would need both the detectors 
to activate and release the pre-action valve, and one of the sprinkler elements 
to fuse before water was released?

Am I picturing the set up correctly? 

It seems like the main issue would be that you could not get a trouble signal 
at the panel when one of the heads opened (or if the piping was damaged) if 
there was no pressure change to activate a switch.

They could always use nitrogen if they are opposed to air compressors.

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 
lamarvau...@charter.net
Sent: Wednesday, June 09, 2010 12:55 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: non-supervised preaction

Craig,
 Does this client have a problem with air compressors? I guess if you don't 
want to maintain supervisory air on the system then you could eliminate the air 
compressor. But that would be a noncompliant way of doing the system.This would 
then be a non-interlocked system no better than a simple dry pipe system.But 
then again,a dry pipe system requires an air supply.So see my original question.

Lamar Vaughn,SET

 
 craig.pr...@ch2m.com wrote: 
 Can someone provide commentary on the wording relating to ...air that might 
 not be under pressure...?
 
 The client wishes to eliminate air compressors based on this wording.
 
 
 NFPA 13, 2010
 3.4.9* Preaction Sprinkler System. A sprinkler system employing automatic 
 sprinklers
 that are attached to a piping system that contains air that might or might 
 not be under
 pressure, with a supplemental detection system installed in the same areas as 
 the sprinklers
 
 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 
 
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RE: non-supervised preaction

2010-06-09 Thread Fletcher, Ron
So is 3.4.9 (2010) wrong when it says  piping system that 
 contains air that might or might not be under pressure. If 7 psi minimum is 
 required how could there be a P/A system without air pressure?

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
lamarvau...@charter.net
Sent: Wednesday, June 09, 2010 11:31 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: non-supervised preaction

NFPA #13 (2002) / 7.3.2.3.2 requires supervisory air pressure on ALL preaction 
systems (Min. 7 psi).


 Fletcher wrote: 
 So is a single interlock electric release pre-action system without 
 supervision air allowed by NFPA #13?
 
 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: Wednesday, June 09, 2010 11:04 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: non-supervised preaction
 
 In DIPA the piping is still supervised even if you have electric release 
 which would be by HD or SD's as opposed to pneumatic release with pilot 
 sprinklers.
 
 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 Matt Grise
 Sent: Wednesday, June 09, 2010 2:01 PM
 To: 'sprinklerforum@firesprinkler.org'
 Subject: RE: non-supervised preaction
 
 Would this in effect be a double interlock pre action system if the 
 pre-action valve was controlled electronically? The system would need both 
 the detectors to activate and release the pre-action valve, and one of the 
 sprinkler elements to fuse before water was released?
 
 Am I picturing the set up correctly? 
 
 It seems like the main issue would be that you could not get a trouble signal 
 at the panel when one of the heads opened (or if the piping was damaged) if 
 there was no pressure change to activate a switch.
 
 They could always use nitrogen if they are opposed to air compressors.
 
 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 
 lamarvau...@charter.net
 Sent: Wednesday, June 09, 2010 12:55 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: non-supervised preaction
 
 Craig,
  Does this client have a problem with air compressors? I guess if you don't 
 want to maintain supervisory air on the system then you could eliminate the 
 air compressor. But that would be a noncompliant way of doing the system.This 
 would then be a non-interlocked system no better than a simple dry pipe 
 system.But then again,a dry pipe system requires an air supply.So see my 
 original question.
 
 Lamar Vaughn,SET
 
  
  craig.pr...@ch2m.com wrote: 
  Can someone provide commentary on the wording relating to ...air that 
  might not be under pressure...?
  
  The client wishes to eliminate air compressors based on this wording.
  
  
  NFPA 13, 2010
  3.4.9* Preaction Sprinkler System. A sprinkler system employing automatic 
  sprinklers
  that are attached to a piping system that contains air that might or might 
  not be under
  pressure, with a supplemental detection system installed in the same areas 
  as the sprinklers
  
  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 
  
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RE: Flexible Heads, a Learnable Moment

2010-05-28 Thread Fletcher, Ron
Even more interesting will be when the electrician, HVAC or ceiling guy decide 
they can put the head back close to where it was without a sprinkler contractor 
on site.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris Cahill
Sent: Friday, May 28, 2010 7:45 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Flexible Heads, a Learnable Moment

No doubt but I'm sure it's not news you are the Kleenex and Xerox of the
industry.  Probably even more so than Vic couplings. 

What will be interesting in the future is when the original installation
uses Flexheads and a retrofit company sees 'flexheads' and substitutes
another brand with significantly higher friction loss.   Don't see too many
AHJ picking up on that one.

Chris Cahill, P.E.
Fire Protection Engineer
Sentry Fire Protection, Inc.
 
763-658-4483
763-658-4921 fax
 
Email: chr...@sentryfiremn.com
 
Mail: P.O. Box 69
Waverly, MN 55390
 
Location: 4439 Hwy 12 SW
  Waverly, MN 55390
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Norman
MacDonald
Sent: Friday, May 28, 2010 9:32 AM
To: sprinklerforum@firesprinkler.org; bcasterl...@fsc-inc.com
Subject: RE: Flexible Heads, a Learnable Moment

I would like to point out that NONE of the products depicted in the attached
website link are FlexHead products.  The term flexhead is a registered
trademark of FlexHead Industries, Inc. The FlexHead product is a 1
true-bore, fully braided and welded hose with a totally different bracketing
system.  Please feel free to check out our w3ebsite or contact me directly
for additional information.

Norman MacDonald

 
FLEXHEAD Industries, Inc.
56 Lowland Street
Hollsiton, MA 01746
(508) 893-9596 TEL
(508) 893-6020 FAX
nmacdon...@flexhead.com  EMAIL
www.flexhead.com  WEBSITE

This e-mail, and any attachments thereto, is intended only for use by the
addressee(s) named herein and may contain legally privileged and/or
confidential information. If you are not the intended recipient of this
e-mail, you are hereby notified that any dissemination, distribution or
copying of this e-mail, and any attachments thereto, is strictly prohibited.
If you have received this e-mail in error, please immediately notify me by
return e-mail and permanently delete the original and any copy of this
e-mail message and any printout thereof.


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Friday, May 28, 2010 10:01 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Flexible Heads, a Learnable Moment

http://inspector911.com/
hi 1st mentor,
others have addressed your question- I just wanted to add this about flex
head installation (inspection). 
at the bottom of the 1st page of this site there is a 'Does this meet code'
thing about flex head connectors- and comments.

Thanks Vince (35 years late),
Your 1st pain in the @$$


-Original Message-
From: Vince Sabolik [mailto:vi...@christifire.com] 
Sent: Friday, May 28, 2010 8:26 AM
To: sprinklerforum@firesprinkler.org
Subject: Flexible Heads, a Learnable Moment

Good morning, forum --

I'm curious to see how sprinkler designers here handle
flexible heads, namely how far do you set the 
line and tee from the target in
in the pad.

Do you use a flex head with a 90° - or straight ?


 
listening 
Vince


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: Flexible Heads, a Learnable Moment

2010-05-28 Thread Fletcher, Ron
Tamper resistant screws seems at odds with flex location. I didn't know about 
the label, it's been awhile since I looked at one. Our installers really like 
the flexible heads, myself doing estimates not so much unless the project is in 
a seismic area.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Norman MacDonald
Sent: Friday, May 28, 2010 8:23 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Flexible Heads, a Learnable Moment

Ron,
To address this concern, FlexHead provides tamper-resistant screws with every 
product that we sell.  We also worked hard to get language added to NFPA13's 
newest publication that requires a warning labels on every flexible product 
stating:

Caution:
Relocation of this device should only be performed by qualified and/or licensed 
individuals that are aware of the original system design criteria, hydraulic 
criteria, sprinkler head listing perimeters, and knowledge of NFPA 13  
installation standards.  Relocation of the device without this knowledge could 
adversely affect the performance of this fire protection and life safety 
system.

Norm   


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher, Ron
Sent: Friday, May 28, 2010 11:02 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Flexible Heads, a Learnable Moment

Even more interesting will be when the electrician, HVAC or ceiling guy decide 
they can put the head back close to where it was without a sprinkler contractor 
on site.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris Cahill
Sent: Friday, May 28, 2010 7:45 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Flexible Heads, a Learnable Moment

No doubt but I'm sure it's not news you are the Kleenex and Xerox of the
industry.  Probably even more so than Vic couplings. 

What will be interesting in the future is when the original installation
uses Flexheads and a retrofit company sees 'flexheads' and substitutes
another brand with significantly higher friction loss.   Don't see too many
AHJ picking up on that one.

Chris Cahill, P.E.
Fire Protection Engineer
Sentry Fire Protection, Inc.
 
763-658-4483
763-658-4921 fax
 
Email: chr...@sentryfiremn.com
 
Mail: P.O. Box 69
Waverly, MN 55390
 
Location: 4439 Hwy 12 SW
  Waverly, MN 55390
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Norman
MacDonald
Sent: Friday, May 28, 2010 9:32 AM
To: sprinklerforum@firesprinkler.org; bcasterl...@fsc-inc.com
Subject: RE: Flexible Heads, a Learnable Moment

I would like to point out that NONE of the products depicted in the attached
website link are FlexHead products.  The term flexhead is a registered
trademark of FlexHead Industries, Inc. The FlexHead product is a 1
true-bore, fully braided and welded hose with a totally different bracketing
system.  Please feel free to check out our w3ebsite or contact me directly
for additional information.

Norman MacDonald

 
FLEXHEAD Industries, Inc.
56 Lowland Street
Hollsiton, MA 01746
(508) 893-9596 TEL
(508) 893-6020 FAX
nmacdon...@flexhead.com  EMAIL
www.flexhead.com  WEBSITE

This e-mail, and any attachments thereto, is intended only for use by the
addressee(s) named herein and may contain legally privileged and/or
confidential information. If you are not the intended recipient of this
e-mail, you are hereby notified that any dissemination, distribution or
copying of this e-mail, and any attachments thereto, is strictly prohibited.
If you have received this e-mail in error, please immediately notify me by
return e-mail and permanently delete the original and any copy of this
e-mail message and any printout thereof.


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad
Sent: Friday, May 28, 2010 10:01 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Flexible Heads, a Learnable Moment

http://inspector911.com/
hi 1st mentor,
others have addressed your question- I just wanted to add this about flex
head installation (inspection). 
at the bottom of the 1st page of this site there is a 'Does this meet code'
thing about flex head connectors- and comments.

Thanks Vince (35 years late),
Your 1st pain in the @$$


-Original Message-
From: Vince Sabolik [mailto:vi...@christifire.com] 
Sent: Friday, May 28, 2010 8:26 AM
To: sprinklerforum@firesprinkler.org
Subject: Flexible Heads, a Learnable Moment

Good morning, forum --

I'm curious to see how sprinkler designers here handle
flexible heads, namely how far do you set the 
line and tee from the target in
in the pad

Occupancy vs Hazard

2010-05-26 Thread Fletcher, Ron
Is there a correlation between the IBC occupancy and NFPA #13 Hazard? I
have a set of plans where the building occupancy classification is H-1
and the EOR has specified OH-II for the sprinkler system. I have always
thought (maybe mistakenly) that any H occupancy would be EH-I minimum.

Ron Fletcher
Aero Automatic
Phoenix, AZ
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RE: Occupancy vs Hazard

2010-05-26 Thread Fletcher, Ron
It's a munitions maintenance facility for missiles. I suppose once the mushroom 
cloud clears the type of sprinkler system wouldn't really matter.

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: Wednesday, May 26, 2010 2:13 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Occupancy vs Hazard

H-1 is a detonation hazard.  Fireworks, explosives, organic compounds, etc. 
could all fall under that category.  But you would also need to consider other 
materials used such as paper for casings of fireworks or plastics for storage 
of peroxides, etc.   It's not a simple one point analysis.  So you could 
actually have multiple NFPA 13 classification within the facility.


I've got an H-4, that's due to dust issues, no flammables or combustible 
liquids present.  No fire threat from the process.  An EX classification would 
be gross overkill and provide nothing except extra cost.  

The one problem with the Occupancy listings in NFPA 13 is that when used by a 
novice, they can result in a wrong conclusion.  This case in point.  The EOR 
probably looked at OHII for chemical plants and said BINGO!  Now I'm not saying 
that his conclusion is wrong, it might be dead on.  

Unfortunately he could be way off if he did not look at everything going into 
this plant, the locations, the quantities, use, storage, handling, 
compatibilities, etc

Hazardous occupancy classification for fire protection systems is one area that 
probably has more screw-ups than any other due to the complexity of the 
analysis and lack of black and white direction.  If the facility is not in the 
list in A.5.2 then most just make a wild guess based on the first thing the 
owner tells them.  

Industrial occupancies need an experienced engineer who can make the 
determination because there are cases when NFPA 13 is NOT the applicable 
primary Standard.  Unfortunately there are many who don't realize that NFPA has 
anything other than the 13 Standard.  


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 Fletcher, Ron
Sent: Wednesday, May 26, 2010 4:53 PM
To: sprinklerforum@firesprinkler.org
Subject: Occupancy vs Hazard

Is there a correlation between the IBC occupancy and NFPA #13 Hazard? I
have a set of plans where the building occupancy classification is H-1
and the EOR has specified OH-II for the sprinkler system. I have always
thought (maybe mistakenly) that any H occupancy would be EH-I minimum.

Ron Fletcher
Aero Automatic
Phoenix, AZ
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RE: Occupancy vs Hazard

2010-05-26 Thread Fletcher, Ron
They aren't calling for UHSD or anything like that, just sprinklers. I
was just curious if anyone had put an OH system into a H occupancy. I
just assume that H = Extra Hazard. Guess not.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
McMahon
Sent: Wednesday, May 26, 2010 2:33 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Occupancy vs Hazard

Did a high speed Deluge for a Phoenix Missile assembly building in PAX
NAS
8 riser for a 24'x24' building. Explosion wasn't the hazard, as much as
if
the rocket motor (solid propellant) fired off. Pretty much cook the
whole
building if it wasn't cooled. If the warhead exploded, then the system
wouldn't do any good. Just send flowers to the widow.

Thom McMahon, SET
Firetech, Inc.
2560 Copper Ridge Dr
P.O. Box 882136
Steamboat Springs, CO 80488
Tel:  970-879-7952
Fax: 970-879-7926





Fletcher, Ron
Sent: Wednesday, May 26, 2010 5:30 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Occupancy vs Hazard

It's a munitions maintenance facility for missiles. I suppose once the
mushroom cloud clears the type of sprinkler system wouldn't really
matter.

Ron Fletcher
Aero Automatic
Phoenix, AZ

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RE: ETL Surge suppressor configuration

2010-05-26 Thread Fletcher, Ron
I think it is 3 pumps 3 arresters. The main line of reasoning here is,
it's the government and they are buying something that is useless and
unnecessary so more must be better. It's like when the pump is in the
room with the riser manifold. It's a 100 gallon on the pump and a 10
gallon arrester on each riser, not a 150 gallon on five riser manifold
with pump.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Hinson,
Ryan
Sent: Wednesday, May 26, 2010 3:02 PM
To: 'sprinklerforum@firesprinkler.org'
Subject: ETL Surge suppressor configuration

Any takers out there for this ANG ETL related question?

Per ETL 02-15 para A1.4.3.10, At least one arrester will be provided
for each pump and each must be listed/approved as a surge arrester for
fire protection piping, with a volume of not less than 100 gal and a
rated working pressure of not less than 250 psi. Provide each arrester
with an indicating valve to isolate it from the system.  We are having
a little argument here in the office as to whether the intent here is to
require separate surge arresters for each pump or whether the combined
required capacities for all surge arresters can be combined into one
large arrester.

Example:

3 pumps = 3 - 100 gal surge arresters

Or

3 pumps = 1 - 300 gal surge arrester

Thank you,

Ryan L. Hinson, EIT, NICET III
Fire Protection Engineer, Aviation  Facilities Group
Burns  McDonnell
Minneapolis-St. Paul Office
8201 Norman Center Drive, Suite 300
Bloomington, MN 55437
Direct: 952-656-6003 Ext 3662
Fax: 952-229-2923
rhin...@burnsmcd.com
www.burnsmcd.comBLOCKED::www.burnsmcd.com


Proud recipient of PSMJ's Premier Award for Client Satisfaction

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NFPA #13 changes/additions

2010-04-28 Thread Fletcher, Ron
I am trying to find out how a new rule is added into 13 without having a
bar next to it in the margin and without being in the ROP or the ROC?

Case in point. NFPA 13, 2007 Section 18.2.4. The protection specified
in 18.2.1 shall not be required where ESFR or large drop sprinkler
systems that are approved for rubber tire storage are installed. There
is no bar in the margin yet column sprinklers are required in rubber
tire storage in the 02 edition, see Section 12.4.1.

We have an AHJ that won't let us use any part of the 07 edition on a
rubber tire storage project because it has not been adopted by the city.
I thought I would submit that 1.6 allows new technologies and the
currently available ESFR's do not require column protection. I am trying
to find where the language in 18.2.4 (07) came from to use as back up.

Ron Fletcher
Aero Automatic
Phoenix, AZ  
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RE: NFPA #13 changes/additions

2010-04-28 Thread Fletcher, Ron
It figures that I and the AHJ would have the first printing of 13 and
the handbook.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland
Huggins
Sent: Wednesday, April 28, 2010 10:16 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: NFPA #13 changes/additions

The criteria was indeed in the 2002 edition (just not in the first  
printing).  Get Errata 02-1 from www.NFPA.org

Roland

On Apr 28, 2010, at 9:34 AM, Fletcher, Ron wrote:

 I am trying to find out how a new rule is added into 13 without  
 having a
 bar next to it in the margin and without being in the ROP or the ROC?

 Case in point. NFPA 13, 2007 Section 18.2.4. The protection specified
 in 18.2.1 shall not be required where ESFR or large drop sprinkler
 systems that are approved for rubber tire storage are installed.  
 There
 is no bar in the margin yet column sprinklers are required in rubber
 tire storage in the 02 edition, see Section 12.4.1.

 We have an AHJ that won't let us use any part of the 07 edition on a
 rubber tire storage project because it has not been adopted by the  
 city.
 I thought I would submit that 1.6 allows new technologies and the
 currently available ESFR's do not require column protection. I am  
 trying
 to find where the language in 18.2.4 (07) came from to use as back up.

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ
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RE: NFPA #13 changes/additions

2010-04-28 Thread Fletcher, Ron
The forum is invaluable and Roland is the man. I'm also impressed by the 
restraint of the forumites. Nobody said, hey dummy it's right there in the 
book. Can't you read?


Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Wednesday, April 28, 2010 11:03 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: NFPA #13 changes/additions

And now kids, how valuable is this forum and Roland's knowledge of
that long and winding road known as NFPA 13? For those of use who use
this Forum regularly and are not AFSA members: SHAME ON YOU.

On Wed, Apr 28, 2010 at 10:18 AM, Fletcher, Ron rfletc...@aerofire.com wrote:
 It figures that I and the AHJ would have the first printing of 13 and
 the handbook.

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland
 Huggins
 Sent: Wednesday, April 28, 2010 10:16 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: NFPA #13 changes/additions

 The criteria was indeed in the 2002 edition (just not in the first
 printing).  Get Errata 02-1 from www.NFPA.org

 Roland

 On Apr 28, 2010, at 9:34 AM, Fletcher, Ron wrote:

 I am trying to find out how a new rule is added into 13 without
 having a
 bar next to it in the margin and without being in the ROP or the ROC?

 Case in point. NFPA 13, 2007 Section 18.2.4. The protection specified
 in 18.2.1 shall not be required where ESFR or large drop sprinkler
 systems that are approved for rubber tire storage are installed.
 There
 is no bar in the margin yet column sprinklers are required in rubber
 tire storage in the 02 edition, see Section 12.4.1.

 We have an AHJ that won't let us use any part of the 07 edition on a
 rubber tire storage project because it has not been adopted by the
 city.
 I thought I would submit that 1.6 allows new technologies and the
 currently available ESFR's do not require column protection. I am
 trying
 to find where the language in 18.2.4 (07) came from to use as back up.

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ
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-- 
Ron Greenman
Instructor
Fire Protection Engineering
Bates Technical College
Tacoma, WA

Member:
SFPE, ASCET, NFPA, AFSA, NFSA AFAA, NIBS, WSAFM, WFC
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Column Sprinklers in rubber tire storage

2010-04-13 Thread Fletcher, Ron
We have an AHJ that is using the 2002 NFPA 13 and doesn't care what is
in the 07. We have 25 ft. high tire storage in portable racks in a 35 ft
bldg. They want column sprinklers installed with the ESFR's because
there is no specific exception (that I can find) for column sprinklers
as there is in the 2007 Edition (18.2.4). There is not a bar in the
margin next to 18.2.4 so I was looking for the same language in the 02
but I cannot find. Hopefully I'm just missing it as usual. Anyone know
where it might be?

Ron Fletcher
Aero Automatic
Phoenix, AZ
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RE: Wells as a water source

2010-04-13 Thread Fletcher, Ron
In the past I have seen what was called a canned pump used with wells.
Put a vertical turbine pump in a 5 ft diameter sleeve 20 ft. deep and
use the wells to keep it full of water while the pump runs. It saves the
cost of a large tank but obviously is not as fail safe.

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: Tuesday, April 13, 2010 1:57 PM
To: sprinklerforum@firesprinkler.org
Subject: Wells as a water source

We've got a rural chemical processing plant.  No real municipal water
supply.  Owner wants to use wells, 3 at 1500 gpm each with an estimated,
pumped residual pressure of approximately 26 psi at the surface.

So there will be a pump within the well supplying water to a multi-use
water main which will then branch off to feed the fire pumps.  It is
their desire not to have a fire water tank.

Well water supply is supposed to be extremely reliable in this area.

At this stage of the game maximum system demand is yet to be determined.

The question is what are the issues with having a well pump or pumps
serving a fire pump?  Any restrictions or things to consider?  I have
found nothing giving any specific guidelines concerning this
arrangement.  I've looked at NFPA 20, 2007, 7.2 and NFPA 1142 and it
appears that a dedicated fire well is presumed.  These wells are going
to be costly so they will not want to drill wells dedicated to FP only.


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
craig.pr...@ch2m.com
http://www.ch2m.com 

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RE: abandoned pipe

2010-04-08 Thread Fletcher, Ron
Some years ago we did an upgrade/replacement and abandoned the existing
system in place. We even used some of the old mains as trapeze hangers
for the new mains. I wasn't there but I heard that we had the inspector
scratching his head trying to figure it out. I sent a picture into FPC
Magazine for the What's wrong with this picture and was put in the
mag. It looked awful but we could find no apparent code violation.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd
Williams
Sent: Thursday, April 08, 2010 5:57 AM
To: sprinklerforum@firesprinkler.org
Subject: abandoned pipe

I was looking at a job yesterday where a new system had been 
installed about 15 years ago. Prior to that, they had a partial 
system which was capped off an abandoned above the new ceiling. (the 
new system provided coverage where the old system had previously). 
The old system still has sprinklers installed. I told the contractor 
that the sprinklers had to be removed. My question is does the pipe 
need to be removed as well? I couldn't find any specific code 
references for either. The job is in MA. Thoughts?

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

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RE: abandoned pipe

2010-04-08 Thread Fletcher, Ron
Agreed, bad Juju. But when the owner gets the quote for install new
$, remove old $, haul off old , they almost always choose
the leave the existing in place.



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron
Greenman
Sent: Thursday, April 08, 2010 8:09 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: abandoned pipe

I don't think this is a problem, just bad Juju. Quoted text from Ron
Fletcher: I heard that we had the inspector scratching his head
trying to figure it out. How about the IT inspector? How about just
quality of workmanship? I used to be an electrician when young and I
was always the troubleshooter. Being young I didn't realize that the
more complicated the problem the job security I had, but rather spent
a whole lot of energy being peeved at electricians that abandoned
wiring and left it in place. You could spend days chasing wires to
nothing looking for the cause of a dead circuit. Being generous those
wires might be useful 2% of the time. Empty conduit buried behind
walls could be useful as freeway through inaccessible spaces but
abandoned wires were always the wrong color or size or insulation type
or Same with abandoned sprinkler pipe. It's just a scrap metal
bank that doesn't collect interest. If you don't need recycle it. If
it's not recyclable toss it. Leaving old pipe is like taking a dump in
your friends living room.

On Thu, Apr 8, 2010 at 6:39 AM, Todd Williams t...@fpdc.com wrote:
 Load is not a problem. This is an old concrete high-rise built i two
 parts between 1896 and 1930. Lots of over-design.



 At 09:32 AM 4/8/2010, you wrote:
Would this create a building weight load problem? Will the building
support
all of this weight?

Chris Payne
FPS
Owensboro, KY

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
Fletcher, Ron
Sent: Thursday, April 08, 2010 8:24 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: abandoned pipe

Some years ago we did an upgrade/replacement and abandoned the
existing
system in place. We even used some of the old mains as trapeze hangers
for the new mains. I wasn't there but I heard that we had the
inspector
scratching his head trying to figure it out. I sent a picture into FPC
Magazine for the What's wrong with this picture and was put in the
mag. It looked awful but we could find no apparent code violation.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd
Williams
Sent: Thursday, April 08, 2010 5:57 AM
To: sprinklerforum@firesprinkler.org
Subject: abandoned pipe

I was looking at a job yesterday where a new system had been
installed about 15 years ago. Prior to that, they had a partial
system which was capped off an abandoned above the new ceiling. (the
new system provided coverage where the old system had previously).
The old system still has sprinklers installed. I told the contractor
that the sprinklers had to be removed. My question is does the pipe
need to be removed as well? I couldn't find any specific code
references for either. The job is in MA. Thoughts?

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

2010-04-02 Thread Fletcher, Ron
Is there a maximum pile volume for rubber tires stored on side in
portable racks 25 ft. high? Roof height is 35 ft.


Ron Fletcher
Aero Automatic
Phoenix, AZ
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RE: 165 degree glass bulb heads

2010-03-29 Thread Fletcher, Ron
Forest,

I think the RTI on a 165F link and 155F bulb are about the same, anyway they 
are both considered ordinary temperature. Intermediate starts at 175F.

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: Monday, March 29, 2010 4:41 PM
To: Forest Wilson; sprinklerforum@firesprinkler.org
Subject: 165 degree glass bulb heads 

Are there any standard spray 165* glass bulb heads available? Why are the strut 
heads 165 and glass bulb 155?
I need to know if the 165s are available, if anyone knows please. 
I tried posting this earlier but I don't think it went through 
Thank you 

Forest Wilson 
Cherokee Fire 

Sent from my Verizon Wireless Phone

- Reply message -
From: Forest Wilson cherokeefire...@aol.com
Date: Mon, Mar 29, 2010 3:43 PM
Subject: 500 DEGREE OVEN
To: sprinklerforum@firesprinkler.org

Probably because sprinkler water would reach temperatures in excess of 120*
(7.7.1.3.1.1) That pertains to combination systems, but I think there's a
similar requirement for standard wet systems.


Forest Wilson

Project Manager
Cherokee Fire Protection Co.
1855 Bellbrook Ave Ste C
Xenia OH 45385

PH 937-376-2333
FX 614-455-4324

visit our blog: www.cherokee-fire.blogspot.com


NOTICE: The information contained in this email is intended to be solely for
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contain information that is privileged or otherwise confidential. It is not
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your system without copying or forwarding it, and notify the sender of the
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-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Robert
Thompson
Sent: Monday, March 29, 2010 3:36 PM
To: sprinklerforum@firesprinkler.org
Subject: 500 DEGREE OVEN

Has anyone had a problem with installing a wet sprinkler in a high temp.
oven approx. 500 degrees.  The piping is on the exterior and a drop
sprinkler into the oven.   An FM plan reviewer stated that FM suggests
using a dry system when temps run this high.
 

Thank you 
 Robert  Thompson 

 DAKOTA 
FIRE PROTECTION 
1710 N. Washington Street 
Grand Forks ND 58206-5327 
Phone # (701) 772-8820 
Fax # (701) 772-7932 
Email rob...@dakotafire.com 

 
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RE: ESFR for over 25ft storage

2010-03-26 Thread Fletcher, Ron
Doesn't it say minimum 80 sqft per head?


Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne
Martinez
Sent: Friday, March 26, 2010 11:48 AM
To: sprinklerforum@firesprinkler.org
Subject: ESFR for over 25ft storage

NFPA 13 (07ed) section 16.3.3.4 requires a demand area of 12 ESFR
sprinklers but it does not mention the 960sf minimum as in 22.4.4.3. 
Does this mean the minimum SF doesn't apply here?
Thanks,
Dewayne Martinez
Design Build Fire Protection
New Berlin, WI
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RE: exterior spacing of Pilot heads

2010-03-18 Thread Fletcher, Ron
Have you checked out the Viking C-1 release? I think it can be spaced more than 
8 ft apart. Probably pricey but maybe worth a look.

Ron Fletcher
Aero Automatic
Phoenix, AZ

.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Greg McGahan
Sent: Thursday, March 18, 2010 12:46 PM
To: sprinklerforum@firesprinkler.org
Subject: exterior spacing of Pilot heads

Official from NFPA is that exterior means by definition exterior and that 
8'-0 is the only option (for those who followed this previous thread).

Thanks for the feedback

Greg McGahan

Living Water Fire Protection
(850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231

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dry system air leak

2010-03-18 Thread Fletcher, Ron
There was a thread a while back (I think) that discussed a way of
finding leaks in dry systems using a colored gas or something like that.
I didn't save the thread because we live in Phoenix and don't have dry
systems except in freezers. My mistake. We are working on a freezer
system repair, have fixed some leaks but there are more and we can't
find them. The service guys were talking about filling the system with
antifreeze but would rather not. If anyone remembers the thread I would
appreciate if they would post it again or send to my email.

Thanks in advance,

Ron Fletcher
Aero Automatic
Phoenix, AZ
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RE: dry system air leak

2010-03-18 Thread Fletcher, Ron
Thanks Chris, I'll check it out. Sounds like we will have to fill it
with antifreeze solution plus dye. We were hoping there was way to test
using a gas or air instead of liquid.

Fletch  

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris
Cahill
Sent: Thursday, March 18, 2010 1:33 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: dry system air leak

Google tracing dyes - there are regular and florescent, liquids, powders
tablets.  

Chris Cahill, P.E.
Fire Protection Engineer
Sentry Fire Protection, Inc.
 
763-658-4483
763-658-4921 fax
 
Email: chr...@sentryfiremn.com
 
Mail: P.O. Box 69
Waverly, MN 55390
 
Location: 4439 Hwy 12 SW
  Waverly, MN 55390

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher,
Ron
Sent: Thursday, March 18, 2010 3:27 PM
To: sprinklerforum@firesprinkler.org
Subject: dry system air leak

There was a thread a while back (I think) that discussed a way of
finding leaks in dry systems using a colored gas or something like that.
I didn't save the thread because we live in Phoenix and don't have dry
systems except in freezers. My mistake. We are working on a freezer
system repair, have fixed some leaks but there are more and we can't
find them. The service guys were talking about filling the system with
antifreeze but would rather not. If anyone remembers the thread I would
appreciate if they would post it again or send to my email.

Thanks in advance,

Ron Fletcher
Aero Automatic
Phoenix, AZ
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RE: release line/ piot line hangers

2010-03-17 Thread Fletcher, Ron
We usually go every 8 ft. I don't think it's addressed in a code. It won't take 
the installers long to figure out where they need them.


Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Greg McGahan
Sent: Wednesday, March 17, 2010 8:59 AM
To: sprinklerforum@firesprinkler.org; tm...@mfpdesign.com
Subject: release line/ piot line hangers

Can anyone point me to code reference for hanger distances etc for 1/2 pilot 
line piping?
Release Line hangers? (And no the manufacturer does not have an answer.)
Thanks,

Greg McGahan

Living Water Fire Protection
(850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231

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RE: Combustible concealed space

2010-03-16 Thread Fletcher, Ron
Logic? Try this.

Shell retail space with 4-12 pitch wood roof. Rough in core and shell
system for OH2 at 10 ft. x 12 ft. spacing. Tenant installs a suspended
ceiling. The attic is now light hazard combustible concealed space that
must comply with 8.6.4.1.4. A lesser hazard yet the OH2 design is
lacking.

It's my understanding the spacing requirements of 8.6.4.1.4 are a result
of full scale testing. If testing proved the spacing works why is a 30%
increase of the RA still required?

Some of the many mysteries in 13.


Ron Fletcher
Aero Automatic
Phoenix, AZ




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of A.P.Silva
Sent: Tuesday, March 16, 2010 12:05 PM
To: sprinklerforum@firesprinkler.org
Subject: Combustible concealed space

NFPA 13, 2007, 8.6.4.1.4

Does it apply only if the space is concealed? A 13 building has an
attic
with 12:6 roof slope, which is sprinklered and has to conform to
8.6.4.1.4.
Some areas in this attic has mechanical rooms with exposed roof
structure as
the rest of the attic. Hence my question. I would think it should apply
to
all steep pitched roofs or ceilings. If not, what is the logic? (if
logic
even enters into the question. Ours not to reason why, ours but to do or
die).

Tony 

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RE: DRY SYSTEMS FOR DUMMIES

2010-03-11 Thread Fletcher, Ron
The only program I'm aware of is used for a Quell system by Tyco
designed for cold storage.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Vince
Sabolik
Sent: Thursday, March 11, 2010 9:14 AM
To: sprinklerforum@firesprinkler.org
Subject: DRY SYSTEMS FOR DUMMIES

Regarding water delivery time in dry systems.
11.2.3.9.2  The calculation program and method shall be listed by a 
nationally recognized laboratory.

Anybody know where the formula for the(se) program(s) exists?



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: Bio Diesel

2010-02-09 Thread Fletcher, Ron
Hi Steve,

Thanks for the offer. I have to budget a 20k sqft diesel/methanol plant. The 
storage tanks and preheat for diesel are outside as are the biodiesel and 
methanol tanks. The filtering, mixing and so on are inside. Are any special 
systems like AFFF or deluge necessary? Can we use IFC B-105.1 for fire flow?

Thanks for your help,

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Kowkabany
Sent: Monday, February 08, 2010 8:33 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Bio Diesel

Ron,

I designed protection for a very similar facility a few years ago.  Feel
free to contact me directly for more info.


Steve Kowkabany, P.E.
Fire Protection Engineer
Neptune Fire Protection Engineering LLC
60 Ocean Boulevard, Suite 15
Atlantic Beach, FL 32233
904-652-4200 Phone
904-212-0868 Fax 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher, Ron
Sent: Monday, February 08, 2010 4:56 PM
To: sprinklerforum@firesprinkler.org
Subject: Bio Diesel

Anyone have experience with diesel/methanol bio diesel plant. They have
outdoor methanol and diesel storage. The building is 20k sqft with
mixing, purification etc... inside. Looking for advice.

Ron Fletcher
Aero Automatic
Phoenix, AZ 
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Bio Diesel

2010-02-08 Thread Fletcher, Ron
Anyone have experience with diesel/methanol bio diesel plant. They have
outdoor methanol and diesel storage. The building is 20k sqft with
mixing, purification etc... inside. Looking for advice.

Ron Fletcher
Aero Automatic
Phoenix, AZ 
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RE: sand strainer?

2010-02-05 Thread Fletcher, Ron
I thought it was closer to 4AM but I might have lost track of the time.

Orival www.orval.com makes what you need. We installed the filter (model 
OR-03-PS) in cooling line. The thing cost about $8k but is much cheaper than 
replacing the engine. We had the water examined at a test laboratory to 
determine the size of the particles so we would know how the size screen 
needed. In our case we had to filter down to 10 microns. Obviously it is not UL 
Listed but such is life.

They come in larger sizes and can handle up to 10,000 gpm but the cost is 
probably prohibitive for an 8 or 10 size so you might have to live with the 
valves dripping.

Good luck,

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Thursday, February 04, 2010 6:20 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: sand strainer?

Would this be the time to plug CONVENTION and the value of 3AM refreshments
and open discussion of how to attack various types of projects?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Phelps, Mark
Sent: Thursday, February 04, 2010 7:18 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: sand strainer?

Hi George,
We have experienced the same problem out here in the wild wild (and very
sandy) west. We found a filtering system that has relatively low back
pressure and is automatic (self cleaning) for around 8 grand. I believe is
was a three inch. Ron was going to look up the brand and contact information
for you in the morning. It has been in service for about 10 months and we
have not experienced any heating issues. 
Mark at Aero
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org]on Behalf Of George
Church
Sent: Thursday, February 04, 2010 5:07 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: sand strainer?


ASCOA paid $22k just expediting an order of em once, they must be Bentleys:)

I'll check them and the source filtering.

It is boost to village supply.

TANKS!

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
jim.robe...@fluor.com
Sent: Thursday, February 04, 2010 5:56 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: sand strainer?

George,

If you haven't already, try Hellan strainers 
http://www.hellanstrainer.com/.

I've used them before, not with sand straining, but the unique design may 
be just what you're looking for. They claim they can filter out sand. 
Hellan is the Cadillac so the strainer could be pricey.

Regards,

James L.(Jim) Roberts, PE/SET
Fluor Corporation
100 Fluor Daniel Drive
Greenville, SC 29607
864.281.5149






George Church for...@ptd.net
Sent by:  sprinklerforum-boun...@firesprinkler.org
02/04/2010 05:38 PM
Please respond to sprinklerforum

To
sprinklerforum@firesprinkler.org
cc

Subject
RE: sand strainer?







Ok, let me re-phrase- 

Anyone know how to filter sand out of a supply?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matt Grise
Sent: Thursday, February 04, 2010 5:29 PM
To: 'sprinklerforum@firesprinkler.org'
Subject: RE: sand strainer?

Maybe a diesel generator powering an electric pump? Or perhaps a small
high-quality cooling water source?

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 George 
Church
Sent: Thursday, February 04, 2010 4:32 PM
To: sprinklerforum@firesprinkler.org
Subject: sand strainer?

We've got a problem child project where sand in the water supply clogs up
the cooling jacket on the diesel, and sand blasts the rubbers in valves so
they drip.

Small private water purveyor (the developer of the industrial park is the
owner) supplies our diesel which then feeds the systems, all interior 
piping
downstream of pump. Project located several miles from the ocean, a couple
miles from the Bay.

I can't imagine a strainer with perfs small enough to grab grains of sand
and not have atrocious friction loss. I can't find cheesecloth to wrap
around the strainer basket that's UL-Listed in a pump suction application.

While I haven't encountered this before, it likely isn't the first time 
the
problem has been encountered. Any one know a remedy other than a tank 
(with
settling basin?) and higher pressure 2,500 GPM pump to make up for the 
loss
of city residual pressure?

George Church
Rowe Sprinkler


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In-rack system zoning

2010-01-14 Thread Fletcher, Ron
We have 65,000 sqft of rack storage that requires in-rack sprinklers.
The racks span an area that is protected by 4 roof systems. Can we use a
single system to supply the in-rack and have all 65,000 sqft on a single
valve?

I thought that I read somewhere once upon a time that in-rack systems
had to be zoned similar to roof systems i.e. 40,000 sqft max etc...

Ron Fletcher
Aero Automatic
Phoenix, AZ
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RE: In-rack system zoning

2010-01-14 Thread Fletcher, Ron
Would the 40,000 sqft limit apply to the area including the aisles? Of
the 65,000 sqft of area the racks cover only about half is actually
rack. So if there is only 32,500 sqft. of rack one system should do it?
13 doesn't address the issue (that I can find) and maybe that's why. I
thought I read something a few years ago about limiting the size but I
can't remember where I saw it.

Thanks for the reply,

Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jim Z
Sent: Thursday, January 14, 2010 12:02 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: In-rack system zoning

The way I understand it 40,000 sf is your limit.
*
8.2.1 *The maximum floor area on any one floor to be protected by
sprinklers
supplied by any one sprinkler system riser or combined system riser
shall be
as follows:
(3) Extra hazard
(a) Pipe schedule - 25,000 ft2 (2323 m2)
(b) Hydraulically calculated - 40,000 ft2 (3716 m2)
(4) Storage-High-piled storage (as defined in 3.9.1.13) and storage
covered
by other NFPA standards - 40,000 ft2 (3716 m2)

*3.9.1.13 *High-Piled Storage. Solid-piled, palletized, *rack storage*,
bin
box, and shelf storage in excess of 12 ft (3.7 m) in height.

-Jim

On Thu, Jan 14, 2010 at 11:48 AM, Fletcher, Ron
rfletc...@aerofire.comwrote:

 We have 65,000 sqft of rack storage that requires in-rack sprinklers.
 The racks span an area that is protected by 4 roof systems. Can we use
a
 single system to supply the in-rack and have all 65,000 sqft on a
single
 valve?

 I thought that I read somewhere once upon a time that in-rack systems
 had to be zoned similar to roof systems i.e. 40,000 sqft max etc...

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ
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RE: In-rack system zoning

2010-01-14 Thread Fletcher, Ron
Thanks Craig. I must have read right past that two or three times this
morning. I need a vacation.

Ron

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Thursday, January 14, 2010 1:18 PM
To: sprinklerforum@firesprinkler.org; tm...@mfpdesign.com
Subject: RE: In-rack system zoning



8.13 In-Rack Sprinklers.
8.13.1 System Size. The area protected by a single system of
sprinklers in racks shall not exceed 40,000 ft2 (3716 m2) of floor
area occupied by the racks, including aisles, regardless of the
number of levels of in-rack sprinklers. 


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
craig.pr...@ch2m.com
http://www.ch2m.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Travis
Mack, SET
Sent: Thursday, January 14, 2010 3:15 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: In-rack system zoning

Ron:

i remember reading the same thing and it did include the rack aisles.  I
will try to find it.

T

On 1/14/2010 1:10 PM, Fletcher, Ron wrote:
 Would the 40,000 sqft limit apply to the area including the aisles? Of

 the 65,000 sqft of area the racks cover only about half is actually 
 rack. So if there is only 32,500 sqft. of rack one system should do
it?
 13 doesn't address the issue (that I can find) and maybe that's why. I

 thought I read something a few years ago about limiting the size but I

 can't remember where I saw it.

 Thanks for the reply,

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ



 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jim Z
 Sent: Thursday, January 14, 2010 12:02 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: In-rack system zoning

 The way I understand it 40,000 sf is your limit.
 *
 8.2.1 *The maximum floor area on any one floor to be protected by 
 sprinklers supplied by any one sprinkler system riser or combined 
 system riser shall be as follows:
 (3) Extra hazard
 (a) Pipe schedule - 25,000 ft2 (2323 m2)
 (b) Hydraulically calculated - 40,000 ft2 (3716 m2)
 (4) Storage-High-piled storage (as defined in 3.9.1.13) and storage 
 covered by other NFPA standards - 40,000 ft2 (3716 m2)

 *3.9.1.13 *High-Piled Storage. Solid-piled, palletized, *rack 
 storage*, bin box, and shelf storage in excess of 12 ft (3.7 m) in 
 height.

 -Jim

 On Thu, Jan 14, 2010 at 11:48 AM, Fletcher, Ron
 rfletc...@aerofire.comwrote:


 We have 65,000 sqft of rack storage that requires in-rack sprinklers.
 The racks span an area that is protected by 4 roof systems. Can we 
 use
  
 a

 single system to supply the in-rack and have all 65,000 sqft on a
  
 single

 valve?

 I thought that I read somewhere once upon a time that in-rack systems

 had to be zoned similar to roof systems i.e. 40,000 sqft max etc...

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ
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 Sprinklerforum@firesprinkler.org
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 To Unsubscribe, send an email
  
 to:sprinklerforum-requ...@firesprinkler.orgto%3ASprinklerforum-reques
 t@
 firesprinkler.org

 (Put the word unsubscribe in the subject field)

  
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--
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: In-rack system zoning

2010-01-14 Thread Fletcher, Ron
That's a good idea. If it doesn't cost too much in the way of bulk pipe
I may give it a try.

Ron F

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Thursday, January 14, 2010 1:25 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: In-rack system zoning

When I've had multiple roof zones with extensive racking I'll feed the
racks in roof area A off of the adjacent roof area B's riser.  Then
serve B's racks off of A's roof system riser.  Reasoning for this is
that if you had an impairment in system A you only impact one system,
either the roof or the racks not both within that particular area.  OF
course this all depends on the building configuration and whether you're
manifolding the risers or have separate run-ins so it may or may not
work in your building.


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
craig.pr...@ch2m.com
http://www.ch2m.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher,
Ron
Sent: Thursday, January 14, 2010 12:49 PM
To: sprinklerforum@firesprinkler.org
Subject: In-rack system zoning

We have 65,000 sqft of rack storage that requires in-rack sprinklers.
The racks span an area that is protected by 4 roof systems. Can we use a
single system to supply the in-rack and have all 65,000 sqft on a single
valve?

I thought that I read somewhere once upon a time that in-rack systems
had to be zoned similar to roof systems i.e. 40,000 sqft max etc...

Ron Fletcher
Aero Automatic
Phoenix, AZ
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RE: NFPA 415 glazing protection

2009-12-14 Thread Fletcher, Ron
We have installed window sprinklers on a lot of the glass at Phoenix Sky
Harbor Airport but they are all on wet systems.

Deluge with standard nozzles should work as a performance based design
provided you can get the AHJ to buy it.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Greg
McGahan
Sent: Friday, December 11, 2009 10:04 AM
To: sprinklerforum@firesprinkler.org
Subject: NFPA 415 glazing protection

Anyone have experience with the NFPA 415 reference to NFPA 15 for
glazing protection in which 15 gives no guidance for glazing protection?

Thanks if you can help,
Greg
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RE: Calcs-How much margin

2009-12-01 Thread Fletcher, Ron
If the heads are not as effective in controlling a fire then how do
they get UL Listed? If it is Listed and I would assume tested it should
be okay to use. If it is OH-I and the spacing requires an EHP less than
7 psi why not use the UL listed 4.2k head?

Ron Fletcher
Aero Automatic
Phoenix, AZ

 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ben Young
Sent: Tuesday, December 01, 2009 7:03 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Calcs-How much margin

I know it isn't enforceable code, but the handbook explanitory text
clearly
states (and explains why) that small orifice heads are for light hazard
use
only.

This is from the 2007 handbook, and if after 8.3.4.1(2)

Restrictions on small orifice sprinklers are found in 8.3.4.1(1) and
(2).
Small orifice sprinklers are restricted to light hazard occupancies,
because
they are not as effective in controlling a fire as are sprinklers with a
nominal K-factor and also do not pass the same fire tests that K-5.6 and
larger sprinklers do.  Small orifice sprinklers are restricted to wet
systems because

And it goes on to talk about the other restrictions on small orifice
heads.

On Tue, Dec 1, 2009 at 8:41 AM, Fletcher, Ron
rfletc...@aerofire.comwrote:

 8.3.4 doesn't say for light hazard only and it doesn't prohibit the
 use of small orifice sprinklers in OH. The Tyco TY-FRB is UL Listed in
 2.8k,4.2k, 5.6k and 8k for light and ordinary hazard. If it's Listed
for
 OH why couldn't it be used?

 I would probably call the company that submitted the plans and ask for
 supporting information like an area water main map with elevations
 etc... With the right information the validity of the flow test could
be
 determined. It isn't unusual for a building to be near completion
before
 the extended water system is in place and ready to be tested.

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris
 Cahill
 Sent: Monday, November 30, 2009 3:46 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Calcs-How much margin

 Not talking about Craig specifics.  All John/NFPA provides is great
 except
 it should be in AWWA standards not NFPA standards.  These people
forget
 the
 water system originally was a fire protection function to keep the
town
 from
 burning down.  Even today its flows are FP based not domestic.  Ask a
 water
 guy anything about anything other than GPD and you get a lot of blank
 stares. You can't adjust if the water utility doesn't know any of the
 stipulated information.

 Chris Cahill, P.E.
 Fire Protection Engineer
 Sentry Fire Protection, Inc.

 763-658-4483
 763-658-4921 fax

 Email: chr...@sentryfiremn.com

 Mail: P.O. Box 69
Waverly, MN 55390

 Location: 4439 Hwy 12 SW
  Waverly, MN 55390

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of John
 Drucker
 Sent: Monday, November 30, 2009 4:22 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Calcs-How much margin

 Craig,

 You've received plenty of comment. Travis and John found the first
 problem
 with the design, the code section is 2007 NFPA-13-8.3.4. Before one
can
 decide if the water supply is adequate the system demand must be
 validated.
 22.2.1 provides the required information for water supply, 22.3.5.4
for
 supply analysis and 23.2.1.2 for determination.

 23.2.1.2 provides the answer; The volume and pressure of a public
water
 supply shall be determined from waterflow test data. An ADJUSTMENT TO
 THE
 WATERFLOW TEST DATA TO ACCOUNT FOR daily and seasonal fluctuations,
 possible
 interruption by flood or ice conditions, large simultaneous industrial
 use,
 future demand on the water supply system, OR ANY OTHER CONDITION THAT
 COULD
 AFFECT THE WATER SUPPLY SHALL BE MADE AS APPROPRIATE.

 As for a prescribed absolute, my understanding pursuant to the
standard
 is
 supply (properly determined) and demand can match, thus nothing
 implicitly
 saying adjust by 10%.

 The annex of NFPA-13 does provide insight;  A.23.2.1 Care should be
 taken
 in making water tests to be used in designing or evaluating the
 capability
 of sprinkler systems. The water supply tested should be representative
 of
 the supply that might be available at the time of a fire. For example,
 testing of public water supplies should be done at times of normal
 demand on
 the system. Public water supplies are likely to fluctuate widely from
 season
 to season and even within a 24-hour period. Allowance should be made
for
 seasonal or daily fluctuations, for drought conditions, for
possibility
 of
 interruption by flood, or for ice conditions in winter. Testing of
water
 supplies also normally used for industrial use should be done while
 water is
 being drawn for industrial

RE: Calcs-How much margin

2009-12-01 Thread Fletcher, Ron
Nothing on the Tyco data sheet that lists the approvals and restrictions for 
each orifice size indicates that the 2.8 and 4.2 are restricted to LH.


Ron Fletcher
Aero Automatic
Phoenix, AZ




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matt Grise
Sent: Tuesday, December 01, 2009 7:21 AM
To: 'sprinklerforum@firesprinkler.org'
Subject: RE: Calcs-How much margin

When I looked at tyco's cut sheet, it looked like it might have been a case of 
vague wording. They say that their sprinkler is available in 2.8, 4.2, 5.6, and 
8.0 k factors for light and ordinary hazard. I don't think they meant for the 
2.8 and 4.2 models to be used in ordinary... but it might be worth a call to 
them. perhaps they have obtained some specialized listings.

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 Dewayne Martinez
Sent: Tuesday, December 01, 2009 8:18 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Calcs-How much margin

If you look at the Viking cut sheet for their 2.8 and 4.2k heads it has
a note for LH occupancies only.
Could this be an oversight by Tyco? 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ben Young
Sent: Tuesday, December 01, 2009 8:03 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Calcs-How much margin

I know it isn't enforceable code, but the handbook explanitory text
clearly states (and explains why) that small orifice heads are for light
hazard use only.

This is from the 2007 handbook, and if after 8.3.4.1(2)

Restrictions on small orifice sprinklers are found in 8.3.4.1(1) and
(2).
Small orifice sprinklers are restricted to light hazard occupancies,
because they are not as effective in controlling a fire as are
sprinklers with a nominal K-factor and also do not pass the same fire
tests that K-5.6 and larger sprinklers do.  Small orifice sprinklers are
restricted to wet systems because

And it goes on to talk about the other restrictions on small orifice
heads.

On Tue, Dec 1, 2009 at 8:41 AM, Fletcher, Ron
rfletc...@aerofire.comwrote:

 8.3.4 doesn't say for light hazard only and it doesn't prohibit the 
 use of small orifice sprinklers in OH. The Tyco TY-FRB is UL Listed in

 2.8k,4.2k, 5.6k and 8k for light and ordinary hazard. If it's Listed 
 for OH why couldn't it be used?

 I would probably call the company that submitted the plans and ask for

 supporting information like an area water main map with elevations 
 etc... With the right information the validity of the flow test could 
 be determined. It isn't unusual for a building to be near completion 
 before the extended water system is in place and ready to be tested.

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris 
 Cahill
 Sent: Monday, November 30, 2009 3:46 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Calcs-How much margin

 Not talking about Craig specifics.  All John/NFPA provides is great 
 except it should be in AWWA standards not NFPA standards.  These 
 people forget the water system originally was a fire protection 
 function to keep the town from burning down.  Even today its flows are

 FP based not domestic.  Ask a water guy anything about anything other 
 than GPD and you get a lot of blank stares. You can't adjust if the 
 water utility doesn't know any of the stipulated information.

 Chris Cahill, P.E.
 Fire Protection Engineer
 Sentry Fire Protection, Inc.

 763-658-4483
 763-658-4921 fax

 Email: chr...@sentryfiremn.com

 Mail: P.O. Box 69
Waverly, MN 55390

 Location: 4439 Hwy 12 SW
  Waverly, MN 55390

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of John 
 Drucker
 Sent: Monday, November 30, 2009 4:22 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Calcs-How much margin

 Craig,

 You've received plenty of comment. Travis and John found the first 
 problem with the design, the code section is 2007 NFPA-13-8.3.4. 
 Before one can decide if the water supply is adequate the system 
 demand must be validated.
 22.2.1 provides the required information for water supply, 22.3.5.4 
 for supply analysis and 23.2.1.2 for determination.

 23.2.1.2 provides the answer; The volume and pressure of a public 
 water supply shall be determined from waterflow test data. An 
 ADJUSTMENT TO THE WATERFLOW TEST DATA TO ACCOUNT FOR daily and 
 seasonal fluctuations, possible interruption by flood or ice 
 conditions, large

RE: Calcs-How much margin

2009-12-01 Thread Fletcher, Ron
Your right. And I also think the wording could use a lot more work, like
noting in table A that 2.8 and 4.2 are listed for LH only. If they were
listed for OH then we would be able to use them regardless of 8.3.4.



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: Tuesday, December 01, 2009 7:53 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Calcs-How much margin

I couldn't find any exception to the minimum 7 psi EHP (22.4.4.10.1). So
unless there's an exception I didn't find, there would be no case where
in OH1 that the EHP would be permitted to be less than 7 psi.   

The wording in 8.3.4 specifically mentions LH, it doesn't give any
indication expressed or implied that it applies to any other occupancy.
The commentary backs up that assumption.

Tyco's data sheet makes sense if you take it that the 2.8 and 4.2 are
for LH as allowed by 13.  The wording could use a little work to make it
clearer.


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
craig.pr...@ch2m.com
http://www.ch2m.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher,
Ron
Sent: Tuesday, December 01, 2009 9:21 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Calcs-How much margin

If the heads are not as effective in controlling a fire then how do
they get UL Listed? If it is Listed and I would assume tested it should
be okay to use. If it is OH-I and the spacing requires an EHP less than
7 psi why not use the UL listed 4.2k head?

Ron Fletcher
Aero Automatic
Phoenix, AZ

 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ben Young
Sent: Tuesday, December 01, 2009 7:03 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Calcs-How much margin

I know it isn't enforceable code, but the handbook explanitory text
clearly states (and explains why) that small orifice heads are for light
hazard use only.

This is from the 2007 handbook, and if after 8.3.4.1(2)

Restrictions on small orifice sprinklers are found in 8.3.4.1(1) and
(2).
Small orifice sprinklers are restricted to light hazard occupancies,
because they are not as effective in controlling a fire as are
sprinklers with a nominal K-factor and also do not pass the same fire
tests that K-5.6 and larger sprinklers do.  Small orifice sprinklers are
restricted to wet systems because

And it goes on to talk about the other restrictions on small orifice
heads.

On Tue, Dec 1, 2009 at 8:41 AM, Fletcher, Ron
rfletc...@aerofire.comwrote:

 8.3.4 doesn't say for light hazard only and it doesn't prohibit the 
 use of small orifice sprinklers in OH. The Tyco TY-FRB is UL Listed in

 2.8k,4.2k, 5.6k and 8k for light and ordinary hazard. If it's Listed
for
 OH why couldn't it be used?

 I would probably call the company that submitted the plans and ask for

 supporting information like an area water main map with elevations 
 etc... With the right information the validity of the flow test could
be
 determined. It isn't unusual for a building to be near completion
before
 the extended water system is in place and ready to be tested.

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris 
 Cahill
 Sent: Monday, November 30, 2009 3:46 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Calcs-How much margin

 Not talking about Craig specifics.  All John/NFPA provides is great 
 except it should be in AWWA standards not NFPA standards.  These 
 people
forget
 the
 water system originally was a fire protection function to keep the
town
 from
 burning down.  Even today its flows are FP based not domestic.  Ask a 
 water guy anything about anything other than GPD and you get a lot of 
 blank stares. You can't adjust if the water utility doesn't know any 
 of the stipulated information.

 Chris Cahill, P.E.
 Fire Protection Engineer
 Sentry Fire Protection, Inc.

 763-658-4483
 763-658-4921 fax

 Email: chr...@sentryfiremn.com

 Mail: P.O. Box 69
Waverly, MN 55390

 Location: 4439 Hwy 12 SW
  Waverly, MN 55390

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of John 
 Drucker
 Sent: Monday, November 30, 2009 4:22 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Calcs-How much margin

 Craig,

 You've received plenty of comment. Travis and John found the first 
 problem with the design, the code section is 2007 NFPA-13-8.3.4. 
 Before one
can
 decide

RE: Waste Transfer Stations

2009-11-20 Thread Fletcher, Ron
We are doing a project with a FM design. The tipping area is a dual
density .80/1500  .30/5000 and the processing area design is 12 K16.8 @
63 psi. FM references Data Sheet 2-2.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ryan
Peterson
Sent: Friday, November 20, 2009 7:35 AM
To: sprinklerforum@firesprinkler.org
Subject: Waste Transfer Stations

Group
We are currently looking at a waste transfer station. I cannot find any
requirements for fire protection. Does anyone know if there are
requirements out there?
Thanks in advance


Ryan Peterson
Wayne Automatic Fire Sprinklers




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RE: combustible concealed MEMBERS

2009-11-04 Thread Fletcher, Ron
When is a framing member not a framing member? When it's a 2x4. I'm pretty sure 
2x4's would be considered smooth ceiling so there wouldn't be any framing 
members to speak of and the 225 sqft should be okay.


Ron Fletcher
Aero Automatic
Phoenix, AZ





-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Greg McGahan
Sent: Wednesday, November 04, 2009 9:32 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: combustible concealed MEMBERS

I am not talking about UNDER the canopy, I am talking about IN the canopy.

Greg McGahan
Operations Manager

Living Water Fire Protection
1160 McKenzie Road
P.O. Box 877
Cantonment, Florida 32533
(850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231
g...@livingwaterfp.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Wednesday, November 04, 2009 10:31 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: combustible concealed MEMBERS

Is the front of a strip mall LH? I'd think not. Hereabouts the
merchants put there most combustible seasonal stuff out front under
the canopy and create skinny little aisles on the sidewalks.

On Wed, Nov 4, 2009 at 8:15 AM, Greg McGahan g...@livingwaterfp.com wrote:
 We have a flat roof canopy in front of a strip mall whose structure is non 
 combustible, flat roof with bar joists 4-5' on center and a metal pan roof. 
 The front of the canopy is a façade that is nearly vertical but slopes out at 
 the bottom, probably a 4 FEET on 12 INCH slope. The framing for the façade is 
 all 2x4 with plywood and the ceiling of the canopy is all 2x4 with plywood - 
 both of which are 2' on center. The height of this space varies due to the 
 ceiling, but is approximately 7' tall.

 According to table 8.6.2.2.1(a) I can space the heads at 225' with members 
 over 3' on center. Since the ROOF structure is non combustible, would I 
 consider this my MEMBERS and use 225 sq ft, or do I have to use the ceiling 
 framing as the MEMBERS and be limited to 130 sqft?

 To be honest I would be great with 150 sq ft, but the 130 hurts the calcs due 
 to the additional heads in the remote area.

 Thanks for the input.

 Greg McGahan
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-- 
Ron Greenman
Instructor
Fire Protection Engineering
Bates Technical College
Tacoma, WA

Member:
SFPE, ASCET, NFPA, AFSA, NFSA AFAA, WSAFM
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RE: Test header at pump house

2009-11-02 Thread Fletcher, Ron
Are you sure it isn't the FDC with the Storz connection?


Ron Fletcher
Aero Automatic
Phoenix, AZ



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Splawn,
Shannon
Sent: Monday, November 02, 2009 10:48 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Test header at pump house

Not sure about it who will do the ITM. It's a case where I am
duplicating an
existing fire pump house to a brand new site in another state and the
existing one is set-up like I described.  I just am not 100% comfortable
with
the way it was done but at the same time I am not 100% certain that it
was
wrong per NFPA 20 or Factory Mutual.

Shannon Splawn, CFPS
Jacobs
Fire Protection | Mechanical Engineering Dept.
513.674.3822
shannon.spl...@jacobs.com

 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris
Cahill
Sent: Monday, November 02, 2009 12:40 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Test header at pump house

Just whoever does ITM (or for that matter the initial acceptance) do
they
have 5 storz hose adapters and way to split the flow to hose monsters
or
playpipes or I guess do they make a 5 hose monster. I don't easily.  

Chris Cahill, P.E.
Fire Protection Engineer
Sentry Fire Protection, Inc.
 
763-658-4483
763-658-4921 fax
 
Email: chr...@sentryfiremn.com
 
Mail: P.O. Box 69
Waverly, MN 55390
 
Location: 4439 Hwy 12 SW
  Waverly, MN 55390

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Splawn,
Shannon
Sent: Monday, November 02, 2009 11:33 AM
To: sprinklerforum@firesprinkler.org
Subject: Test header at pump house

Is there any thing wrong with using 5 Storz-type connections for a
fire
pump test header in lieu of the standard 2-1/2 hose valves?

Shannon Splawn, CFPS
Jacobs
Fire Protection | Mechanical Engineering Dept.
513.674.3822
shannon.spl...@jacobs.com
 


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RE: Report: Antifreeze sprinkler system may have contributedto fatalexplosion

2009-10-23 Thread Fletcher, Ron
Interesting video. Have you seen FM Data Sheet 7-20 Oil Cookers? It says to put 
a deluge system discharging at 0.5 gpm per sqft over the hot oil surface.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bob Knight
Sent: Thursday, October 22, 2009 2:32 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Report: Antifreeze sprinkler system may have contributedto 
fatalexplosion

I remember seeing a very enlightening video a couple months back that showed
the effects of what this person did.  The video was showing the dangers of
adding water to a cooking fire leading to catastrophic results.  Here's the
link, http://www.youtube.com/watch?v=sZGzbd0IvUE.  It doesn't surprise me
that a confined area could or would explode in the way the news article
points out.  Regardless of previous lawsuits, the likely hood that the
antifreeze solution in the sprinkler system helped propagate the fire is
unlikely.  Watching the video, it's not hard to ascertain that an oil fire
that is incorrectly attempted to be extinguished with water can lead to
disaster.  This is where the fire community needs to step it up and
continually and aggressively educate the public.

Bob Knight

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Thursday, October 22, 2009 3:02 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Report: Antifreeze sprinkler system may have contributedto
fatal explosion

Didn't we have this discussion on the Forum a 
while back about 100% anti-freeze solution vs. anti-freeze/water mixtures?



At 04:44 PM 10/22/2009, you wrote:
Why is there an antifreeze system inside a building? Not knowing what was
used in the system, here is the info from the ethylene glycol MSDS:

Section 5: Fire and Explosion Data

Flammability of the Product: May be combustible at high temperature.

Auto-Ignition Temperature: 398°C (748.4°F)

Flash Points: CLOSED CUP: 111°C (231.8°F). (Tagliabue.)

Flammable Limits: LOWER: 3.2%

Products of Combustion: These products are carbon oxides (CO, CO2).

Fire Hazards in Presence of Various Substances:
Slightly flammable to flammable in presence of open flames and sparks, of
heat.
Non-flammable in presence of shocks.

This looks like antifreeze systems need to be investigated by NIST to
determine the dangers.

Thank You

Rahe Loftin, P.E.
Region 7 - GSA
Office - 817-978-7299
Fax - 817-978-8644
Cell - 817-371-3102





  Richard Mote
  rich...@rowespri  To
  nkler.comSprinklerFORUM@firesprinkler.org
  Sent by:   cc
  sprinklerforum-bo
  un...@firesprinkl Subject
  er.orgReport: Antifreeze sprinkler system
may have contributed to fatal
explosion
  10/22/2009 03:18
  PM


  Please respond to
  sprinklerfo...@fi
  resprinkler.org;
  Please respond to
Richard Mote
  rich...@rowespri
 nkler.com






Say What?

http://www.sierrasun.com/article/20091020/NEWS/910169995/1066ParentProfile
=1051

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RE: Report: Antifreeze sprinkler system may have contributedtofatalexplosion

2009-10-23 Thread Fletcher, Ron
It isn't a very thin layer of oil. We are doing 4 fryers that are 6 ft
wide by 18 ft long and hold about 250 gallons of oil at 325F. They run
potato chips through on a conveyor. I'm not sure but I think the oil is
at least 4-6 inches deep. I even have a letter from an FM type insurance
company confirming the water deluge for the fryers.

One of my concerns was amount of free board in the fryers. At about 150
gpm we will over flow the free board in a couple minutes. Then
everything goes to the trench drain.

We priced deluge, LP CO2 and Hifog. Deluge was least expensive, CO2
double the cost of deluge and mist was double the cost of CO2. The owner
chose deluge.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland
Huggins
Sent: Friday, October 23, 2009 7:40 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Report: Antifreeze sprinkler system may have
contributedtofatalexplosion

that's for a flat surface (thin layer of oil) verses a pan of oil (or  
deep aft fryer)

Roland

On Oct 23, 2009, at 5:51 AM, Fletcher, Ron wrote:

 Interesting video. Have you seen FM Data Sheet 7-20 Oil Cookers? It  
 says to put a deluge system discharging at 0.5 gpm per sqft over the  
 hot oil surface.

 Ron Fletcher

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RE: Report: Antifreeze sprinkler system may havecontributedtofatalexplosion

2009-10-23 Thread Fletcher, Ron
It's vegetable oil.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Friday, October 23, 2009 8:55 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Report: Antifreeze sprinkler system may
havecontributedtofatalexplosion

If the oil is not miscible,  good luck with that scheme.  What did the
insurer use as the basis for that idea?

Typically for oil quenching or dip tanks or similar you would use local
app. DC or Foam or maybe CO2 depending on conditions and MSDS data.   




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
craig.pr...@ch2m.com
http://www.ch2m.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher,
Ron
Sent: Friday, October 23, 2009 11:45 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Report: Antifreeze sprinkler system may have
contributedtofatalexplosion

It isn't a very thin layer of oil. We are doing 4 fryers that are 6 ft
wide by 18 ft long and hold about 250 gallons of oil at 325F. They run
potato chips through on a conveyor. I'm not sure but I think the oil is
at least 4-6 inches deep. I even have a letter from an FM type insurance
company confirming the water deluge for the fryers.

One of my concerns was amount of free board in the fryers. At about 150
gpm we will over flow the free board in a couple minutes. Then
everything goes to the trench drain.

We priced deluge, LP CO2 and Hifog. Deluge was least expensive, CO2
double the cost of deluge and mist was double the cost of CO2. The owner
chose deluge.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland
Huggins
Sent: Friday, October 23, 2009 7:40 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Report: Antifreeze sprinkler system may have
contributedtofatalexplosion

that's for a flat surface (thin layer of oil) verses a pan of oil (or
deep aft fryer)

Roland

On Oct 23, 2009, at 5:51 AM, Fletcher, Ron wrote:

 Interesting video. Have you seen FM Data Sheet 7-20 Oil Cookers? It 
 says to put a deluge system discharging at 0.5 gpm per sqft over the 
 hot oil surface.

 Ron Fletcher

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RE: Report: Antifreeze sprinkler system mayhavecontributedtofatalexplosion

2009-10-23 Thread Fletcher, Ron
That's what I thought too, but it's in FM 7-20 so I would think it has
been done before.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Friday, October 23, 2009 9:01 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Report: Antifreeze sprinkler system
mayhavecontributedtofatalexplosion

See that makes no sense.   In kitchen equipment hoods it's usually
always some kind of DC or CO2, never water.   


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
craig.pr...@ch2m.com
http://www.ch2m.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher,
Ron
Sent: Friday, October 23, 2009 11:57 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Report: Antifreeze sprinkler system may
havecontributedtofatalexplosion

It's vegetable oil.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Friday, October 23, 2009 8:55 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Report: Antifreeze sprinkler system may
havecontributedtofatalexplosion

If the oil is not miscible,  good luck with that scheme.  What did the
insurer use as the basis for that idea?

Typically for oil quenching or dip tanks or similar you would use local
app. DC or Foam or maybe CO2 depending on conditions and MSDS data.   




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
craig.pr...@ch2m.com
http://www.ch2m.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fletcher,
Ron
Sent: Friday, October 23, 2009 11:45 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Report: Antifreeze sprinkler system may have
contributedtofatalexplosion

It isn't a very thin layer of oil. We are doing 4 fryers that are 6 ft
wide by 18 ft long and hold about 250 gallons of oil at 325F. They run
potato chips through on a conveyor. I'm not sure but I think the oil is
at least 4-6 inches deep. I even have a letter from an FM type insurance
company confirming the water deluge for the fryers.

One of my concerns was amount of free board in the fryers. At about 150
gpm we will over flow the free board in a couple minutes. Then
everything goes to the trench drain.

We priced deluge, LP CO2 and Hifog. Deluge was least expensive, CO2
double the cost of deluge and mist was double the cost of CO2. The owner
chose deluge.

Ron Fletcher
Aero Automatic
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland
Huggins
Sent: Friday, October 23, 2009 7:40 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Report: Antifreeze sprinkler system may have
contributedtofatalexplosion

that's for a flat surface (thin layer of oil) verses a pan of oil (or
deep aft fryer)

Roland

On Oct 23, 2009, at 5:51 AM, Fletcher, Ron wrote:

 Interesting video. Have you seen FM Data Sheet 7-20 Oil Cookers? It 
 says to put a deluge system discharging at 0.5 gpm per sqft over the 
 hot oil surface.

 Ron Fletcher

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RE: Report: Antifreeze sprinkler system may havecontributedtofatalexplosion

2009-10-23 Thread Fletcher, Ron
10 nozzles at 27 gpm each should cause a little spatter.

The FM data sheet requires nozzles with a maximum 1/4 orifice. We are
using the Tyco mulsifyre nozzle. They are UL Listed but I don't think it
matters what we spray. 

Ron Fletcher

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland
Huggins
Sent: Friday, October 23, 2009 9:13 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Report: Antifreeze sprinkler system may
havecontributedtofatalexplosion

Since you are following the directions of FM and they are the AHJ  
(well one of them anyways), full steam ahead.  For all other jobs,  
there are no listed sprinklers for deep fat fryers (unless one hit the  
streets recently) since the UL test was modified and the previously  
ones could not pass the new test (splattering was the issue I think).

Roland

On Oct 23, 2009, at 8:45 AM, Fletcher, Ron wrote:

 It isn't a very thin layer of oil. We are doing 4 fryers that are 6 ft
 wide by 18 ft long and hold about 250 gallons of oil at 325F. They run
 potato chips through on a conveyor. I'm not sure but I think the oil  
 is
 at least 4-6 inches deep. I even have a letter from an FM type  
 insurance
 company confirming the water deluge for the fryers.

 One of my concerns was amount of free board in the fryers. At about  
 150
 gpm we will over flow the free board in a couple minutes. Then
 everything goes to the trench drain.

 We priced deluge, LP CO2 and Hifog. Deluge was least expensive, CO2
 double the cost of deluge and mist was double the cost of CO2. The  
 owner
 chose deluge.

 Ron Fletcher
 Aero Automatic
 Phoenix, AZ

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland
 Huggins
 Sent: Friday, October 23, 2009 7:40 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: Report: Antifreeze sprinkler system may have
 contributedtofatalexplosion

 that's for a flat surface (thin layer of oil) verses a pan of oil (or
 deep aft fryer)

 Roland

 On Oct 23, 2009, at 5:51 AM, Fletcher, Ron wrote:

 Interesting video. Have you seen FM Data Sheet 7-20 Oil Cookers? It
 says to put a deluge system discharging at 0.5 gpm per sqft over the
 hot oil surface.

 Ron Fletcher

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RE: Water Filled Pipe in Telecomm Room?

2009-10-21 Thread Fletcher, Ron
Where does it say not exit electrical rooms? I know about the
restricted space limitations and the required clearances.

Ron Fletcher
Aero Automatic
Phoenix

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby
Gillett
Sent: Wednesday, October 21, 2009 6:25 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Water Filled Pipe in Telecomm Room?

I think what is flagging you is the fact the electrical code causes us
to
enter and not exit electrical rooms and has restrictions on placement of
pipe. You might check with the electrical inspector, or whoever would
have
that jurisdiction ,and see if it applies to the telecomm room as well.

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 Brown,
Mike
Sent: Wednesday, October 21, 2009 8:16 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Water Filled Pipe in Telecomm Room?

Also, I forgot to mention the telecomm room has no ceiling.

Mike Brown
Project Designer
Sunland Fire Protection
1218 Elon Place 
High Point, NC 27263
Ph. 336.886.7027 Ext. 140
Fax: 336.886.7024
WWW.SUNLANDFIRE.COM


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
craig.pr...@ch2m.com
Sent: Wednesday, October 21, 2009 9:14 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Water Filled Pipe in Telecomm Room?

Nothing prevents you from running it above the room unless there's some
military spec saying you can't.  NFPA doesn't prevent it. Are you
providing a sprinkler in the room?  


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
craig.pr...@ch2m.com
http://www.ch2m.com 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brown,
Mike
Sent: Wednesday, October 21, 2009 9:10 AM
To: sprinklerforum@firesprinkler.org
Subject: Water Filled Pipe in Telecomm Room?

I working on a design for an existing military barrack... and the FPE is
directing us to run our main through a telecomm room? I am trying to
find something saying that I can or can't do this? Any thoughts? Thanks
in advance.

 

Mike Brown

Project Designer

Sunland Fire Protection

1218 Elon Place 

High Point, NC 27263

Ph. 336.886.7027 Ext. 140

Fax: 336.886.7024

WWW.SUNLANDFIRE.COM http://WWW.SUNLANDFIRE.COM 

 

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RE: Palletized storage in 35' building

2009-10-13 Thread Fletcher, Ron
12.1.3.4 sort of. But not a problem.

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Greg
Lindholm
Sent: Tuesday, October 13, 2009 11:32 AM
To: SprinklerFORUM
Subject: Palletized storage in 35' building

We have a customer that has a 35' high building, but plans to store
class III commodities on pallets to 16'.
It seems that there might be a problem with that much clearance above
the storage, but we cannot put our finger on where it #13 says that it
is a problem.?

Gregory Lindholm
Metro Fire Protection, Inc.
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RE: volume of EH1 vs. EH2

2009-10-13 Thread Fletcher, Ron
IFC Chapter 34.

Ron Fletcher
Aero Automatic Sprinkler
21605 N. Central Ave
Phoenix, AZ 85024
P: 623.580.7836
F: 623.434.3420
C: 602.763.4160
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Hinson,
Ryan
Sent: Tuesday, October 13, 2009 12:20 PM
To: sprinklerforum@firesprinkler.org
Subject: volume of EH1 vs. EH2

Per NFPA13 (2007) section 5.4.2, EH2 is defined as having ...moderate
to substantial amounts of flammable or combustible liquids  Any
ideas or suggestions on where to go for a quantifiable volume for this
amount where the classification changes from ...little or no
combustible or flammable liquids. (5.4.1) to moderate to
substantial...?

 

Thank you,

 

Ryan L. Hinson, EIT, NICET III

Fire Protection Systems Designer, Aviation and Facilities Group 

Minneapolis-St. Paul Office

Burns  McDonnell

8201 Norman Center Drive, Suite 300

Bloomington, MN 55437

Direct: 952-656-6003 Ext 3662

Fax: 952-229-2923

www.burnsmcd.com BLOCKED::www.burnsmcd.com 

 

 

Proud to be one of FORTUNE's 100 Best Companies To Work For 

 

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RE: UG Pipe Cover

2009-10-08 Thread Fletcher, Ron
Here where it doesn't freeze we rise up outside and elbow through the
outside wall about 1.5 ft. above the floor. Build a 2'x2'x2' insulated
dog house to enclose the pipe and it's freeze protected.

Ron Fletcher
Aero Automatic Sprinkler
Phoenix
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Thom
McMahon
Sent: Wednesday, October 07, 2009 2:27 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: UG Pipe Cover

Sound like the only solution is to build a Riser Room outside of that
foundation.

Thom McMahon, SET
Firetech, Inc.
2560 Copper Ridge Dr
P.O. Box 882136
Steamboat Springs, CO 80488
Tel:  970-879-7952
Fax: 970-879-7926


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby
Gillett
Sent: Wednesday, October 07, 2009 1:19 PM
To: sprinklerforum@firesprinkler.org
Subject: UG Pipe Cover

We have a situation where our underground leading in to a new riser room
was
going to cross a footing 10'Wx30'L x3'-0D. The top of footing is 5'-0
under
grade so with 6 DI we could get our 3'-0 bury. Upon installation of the
footer the usual things happen and the footer has been raised 3'-6.
Other
than bringing in dirt and raising the room, are there any other options
out
there anyone can think of. There is no way around the footer and there
is
only 4' of room on the back side to work so underneath is out of the
question and the rebar is only 4 from the top within the footer so
cutting
a trench into it has been thrown out since they don't want us to cut
the
rebar, oh yeah they also don't want heat trace or insulation as an
option.

 

Can anyone think of any other suggestions? 

 

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: A.8.15.1.2.1

2009-10-01 Thread Fletcher, Ron
There are lots of construction types that cannot be sprinklered in accordance 
with NFPA #13, at least not at a reasonable cost. Ever seen a building 
containing more than 12 ft high storage that has a roof pitch greater than 
2/12? A couple of scenarios I have seen that don't fit into a convenient NFPA 
definition are 30 deep concrete tees with the stems less than 3 ft on center 
and 16 deep open web wood trusses 12 on center.

Unusual types of construction more likely require sprinkler modifications than 
building modifications.

Ron Fletcher
Aero Automatic
Phoenix

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Greg McGahan
Sent: Thursday, October 01, 2009 5:24 AM
To: sprinklerforum@firesprinkler.org; tm...@mfpdesign.com
Subject: RE: A.8.15.1.2.1

Have you looked at the new data for the 36 or less concealed spaces with the 
specially listed heads? The only place in 13 that I am aware of that forces a 
BUILDING modification? I think that is very poor practice to start.

Greg McGahan
Operations Manager

Living Water Fire Protection
1160 McKenzie Road
P.O. Box 877
Cantonment, Florida 32533
(850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231
g...@livingwaterfp.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Travis Mack
Sent: Wednesday, September 30, 2009 4:21 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: A.8.15.1.2.1

Yeah.  This is one of those that I can't define it, but I know it when I
see it things.  My feeling is that it is going to need sprinklers.  I
haven't seen the space yet, just what the fitter and project manager
relayed today.

Anyway, the rooms are like a typical Holiday Inn 1st floor: conference
rooms, offices, etc.  The gyp goes to the deck in all of the rooms for the
walls, so that is not an issue.  For example, a conference room is 20x40. 
It has a 3' soffit at the perimeter that is framed in wood (2x4 @ 16 on
center) to create the soffit.  Does that qualify as minor combustibles? 
Not sure, but I don't want to make the judgment call.  That is above my
pay grade.

We just realized another issue.  The bottom of the concrete deck is
13'-8.  This ceiling is at 10'-0.  This exceeds the 36 max dimension
allowed for the specially listed concealed space sprinklers.  So, all of
the piping would have to go to steel and use standard spray sprinklers. 
The project is turning into Pandora's box.  I am not fully sure if the
specially listed concealed space sprinklers could even be used in this
application if it met the 36 requirement.  I have to research that a bit
more.

 I agree with Todd if it's the walls = sprinkler all.

 But I think the question is limited to gyp CIELINGS and SOFFITS.  In that
 case I think '02-8.14.1.5 can help, Localized Protection of Exposed
 Combustible Construction.

 I do think you have to deal with it either way.  Unless the area involved
 is
 really, really small like a few sq.ft. separated by 20's of feet to the
 next
 few sq.ft. IDK?  Without seeing it can't advise on the judgment call on
 how
 small is small.



 Chris Cahill, P.E.
 Fire Protection Engineer
 Sentry Fire Protection, Inc.

 763-658-4483
 763-658-4921 fax

 Email: chr...@sentryfiremn.com

 Mail: P.O. Box 69
 Waverly, MN 55390

 Location: 4439 Hwy 12 SW
   Waverly, MN 55390
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd
 Williams
 Sent: Wednesday, September 30, 2009 3:03 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: A.8.15.1.2.1

 Travis,

 I've always looked at limited combustible as a subjective term. You
 know what isn't, but not sure what is. If you have 2x's at 16 oc all
 over the place, chances are it isn't limited combustible. If they
 used a few pieces of wood to support and ceiling fixture in an
 otherwise N/C space, that would be limited. I usually work with the
 AHJ to come up with a consensus. That also stops a lot of arguments.

 Todd

 At 03:10 PM 9/30/2009, you wrote:
We have a hotel designed per NFPA 13.  The 2nd floor is concrete.  The
building plans showed the gyp board ceilings to be framed with non
combustible channel.  Therefore, the space above the 1st floor ceilings
would be a non-combustible concealed space.  However, when the fitters
arrived on site, it was found that the GC has taken it upon himself to
 frame
all of the gyp board ceilings / soffits on the first floor with wood.
 Would
this be considered minimal / minor quantities of non structural wood?
 What
is a decent defining factor for minor quantities?  If sprinklers are
required, the GC realized today that a change order is forth-coming.  It
 is
just an issue of scheduling to go back and get the first floor redesigned
 to
accomodate the new construction.  This project was also done with CPVC
piping, 

OH Extended coverage concealed sprinkler

2009-09-30 Thread Fletcher, Ron
Is there such a thing as an ordinary hazard extended coverage concealed
sprinkler? Thanks in advance for the help.

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ 85024


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Forest
Wilson
Sent: Tuesday, September 29, 2009 3:10 PM
To: sprinklerforum@firesprinkler.org
Subject: dry heads replacement long lengths

NFPA 25 requires dry heads to be tested or replaced every 10 years.
Some older dry pendents exceed 48 in length. UL no longer lists 
sprinklers longer than 48.
Globe makes some longer sprinklers that are not listed.
Is the answer to use the non listed Globe ones and ask the AHJ sign off 
on it?



Forest Wilson

Project Manager
Cherokee Fire Protection Co.
3195 Dayton Xenia Rd Ste 900
Dayton OH 45434

ph: 937-376-2333
fx: 614-455-4324
cell: 937-307-5647


.



Visit our blog: www.cherokee-fire.blogspot.com







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RE: technical issue

2009-09-18 Thread Fletcher, Ron
A preposition is a word you should never end a sentence with.

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ 85024


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Thursday, September 17, 2009 5:30 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: technical issue

George,

Communication is communication. Content over context, especially here.
I'll defer to the fact that Winston Churchill had a far greater
mastery of the English language than I and here is what he had to say
regarding a similar topic: Not ending sentences with prepositions is
nonsense up with which I will not put. 'Nuff said.

On Thu, Sep 17, 2009 at 8:33 AM, George Church for...@ptd.net wrote:
 70% of the failures attributable to improperly closed valves is what I
 recall, don't know that we hit 97% but it wouldn't surpise me.
 I also recall 70% with 2 heads, 90-some% with 4 heads or less controlling
 fires. I'd email Jim Lake, staff liason for both 13 and 25- as close to
 applicable standards for the study as I can think of.

 Sorry to end a sentence with a preposition, Ron.

 glc

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris Cahill
 Sent: Thursday, September 17, 2009 11:15 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: technical issue

 NFPA did a report about 3-5 years ago on the topic of failures.  My summary
 is if the valve is open and no one interferes with the system after the fire
 starts for all systems the failure rate is very, very tiny like to the
 extent it happens but isn't something we need to really worry about.  KEEP
 THE DAMN VALVE OPEN!  It's even divided by occupancy.  LH are even smaller
 failure rate, storage and high hazard were more but still ridiculously low.
 This is the source of George's 70% comment but I don't recall the number.  I
 thought it was like 97%.  Or maybe 97% success and of the 3% failure 70% are
 from closed valves which leaves 0.9% of all systems would be successful if
 the valve was open.  Who ever reads it please remind me.

 They, NFPA, also have save data from what the fire departments report.
 That's about the best you can get on that.  And I'll tell you right now even
 FD's under report sprinkler saves even when they know about them.  Less
 paper work is the motivator here.

 Chris Cahill, P.E.
 Fire Protection Engineer
 Sentry Fire Protection, Inc.

 763-658-4483
 763-658-4921 fax

 Email: chr...@sentryfiremn.com

 Mail: P.O. Box 69
        Waverly, MN 55390

 Location: 4439 Hwy 12 SW
              Waverly, MN 55390

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
 Sent: Thursday, September 17, 2009 9:38 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: technical issue

 I'd suggest NFPA as the best source for this. Problem is, there is no
 nationwide clearinghouse recording this data like our friends Down Under
 have, so many of our saves are buried on page 72 of the newspaper, as in
 Sprinkler system floods building and in the last para they mention- oh,
 there was a fire but they ignore that the building was saved.

 Another source would be FM Global, or other major risk insurers.

 I'm trying to recall where I read that 70% of fires spkrs failed to control
 were caused by improperly closed valves- NFPA source, don't recall where it
 was published, tho.

 Along that line of thought, tho- when PA came out of the early 80's BOCA and
 into the I-Codes world in April, 2004, I asked LI if they were intending to
 require compliance with #25 via IBC ref to 13 ref to 25; the answer was that
 the intent of the legislature was specifically NOT to require any ITM with
 the new Uniform Construction Code based on IBC. (sigh)

 glc

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Greg McGahan
 Sent: Thursday, September 17, 2009 10:25 AM
 To: sprinklerforum@firesprinkler.org
 Subject: technical issue

 You guys are great, sometimes abrupt, sometime too silly, but great. I
 appreciate and enjoy most of the forum...Thanks,

 I need to know if anyone has statistics that show any data related to
 sprinkler system failure due to poor maintenance - for a small in house
 class I am doing btw.

 Thanks for your help.


 Greg McGahan
 Operations Manager

 Living Water Fire Protection
 1160 McKenzie Road
 P.O. Box 877
 Cantonment, Florida 32533
 (850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231
 g...@livingwaterfp.com
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 To 

RE: Changing out ESFR

2009-09-16 Thread Fletcher, Ron
If the heads aren't changed the ESFR obstruction rules still apply.
Manufacturing areas will typically have numerous obstructions greater
than 24 wide that will require additional sprinklers. Then the system
will have to be re-calculated for 13 or 14 flowing heads instead of the
original 12 and the existing system may be able to handle the added
flow.

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ 85024


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne
Martinez
Sent: Wednesday, September 16, 2009 10:26 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Changing out ESFR

Your right Ray,
ESFR heads can be used to protect non storage areas according to Section
12.6.7:

  Large drop, control mode specific application and ESFR sprinklers
shall be permitted to protect ordinary hazard, storage of Class I
through Class IV commodities, plastic commodities, miscellaneous
storage, and other storage as specified in Chapter 12 through Chapter 20
or by other NFPA standards.
Dewayne 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ray Vance
Sent: Wednesday, September 16, 2009 12:17 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Changing out ESFR

Why change them out at all?

I do believe the ESFR sprinklers can continue to be utilized as the
protection scheme for the manufacturing area, as well as the remainder
of the warehouse, unless the insurance company you are dealing with will
not allow it.

And the new draft curtains would then not be required.

Someone please correct me, if I am wrong ;-)

Ray Vance - SET
Wayne Automatic Fire Sprinklers, Inc.
www.waynefire.com
407-877-5563   office
321-436-2184   mobile

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jay
Stough
Sent: 2009-09-16 12:14 PM
To: Sprinkler -Forum
Subject: Changing out ESFR

I have a customer that is changing part of the warehouse to a
manufacturing area.  The warehouse is presently covered by 2 ESFR
systems.  Can I change the ESFR's to upright sprinklers over the
manufacturing area?
   The spot where we would make the change is at a grooved coupling in
the 2-1/2 lines.  The ESFR's are 3/4 spaced 9' X 9.  We should have
the deflector at the 12 level when we spin the pipe (hopefully) or
raise them an inch or two.  The insurance company is mandating a draft
curtain between the two different sprinkler types, so we will have the
proper separation.  Of course we will have to provide calculations to
prove it, but am I missing anything?


 Jay Stough
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RE: more bad news

2009-09-16 Thread Fletcher, Ron
Numerous times locally we have had problems with water supply not being
what it should. For instance the flow test was now half of what it was
six months ago. We would call the water company tell them a valve was
closed somewhere. They would check into it and always call back saying
everything was fully open and they didn't find a problem. The next day
miraculously we would have the water we had expected.

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
ParsleyConsulting
Sent: Wednesday, September 16, 2009 11:03 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: more bad news

Terri,

That really caught my eye, too, particularly in light of how the quote 
from the water department assured the reporter that everything was
fine.

I'm going to try and get more information on this as it develops.
-- 

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


Terri Leyton wrote:
 Interesting to note that the workers grabbed a hose, only found a
trickle of water
 Hmmm.  Water supply issue??

 And after trying to stop the fire with extinguishers, a maintenance
worker and other mill workers grabbed a hose that produced just a
trickle of water, said Scott Alvord, interim chief for the Weaverville
Fire Protection District.

 Terri Simmons Leyton
 PROTECTION DESIGN  CONSULTING
 Ph:  858-751-2930 - ext. 101
 Fax:858-751-2933
 Cell:  619-871-8450
 Don't be content in your life just to do no wrong. Be prepared every
day to try and do some good. --Sir Nicolas Winton 

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd
Williams
 Sent: Wednesday, September 16, 2009 10:39 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: more bad news

 Hmmm.. Potentially a pipe schedule systems protecting a storage 
 occupancy? I have been wondering when someone is going to start 
 mandating hydraulic calculations on pipe schedule systems oprotecting 
 storage and other high-challenge occupancies.



 At 01:03 PM 9/16/2009, you wrote:
   
 This doesn't sound good, looks like the finger pointing has already
 started...


http://www.redding.com/news/2009/sep/16/failed-sprinkler-system-at-weave
rville-mill-two/

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

RE: Fire Flow

2009-09-03 Thread Fletcher, Ron
Ron.

With a city supply we calc the fire flow separate from the sprinkler demand. I 
don't see why it would be any different with a tank. The onsite underground 
would not be sized to flow both simultaneously so I don't see why the tank 
would be sized for both.  

Ron Fletcher
Aero Automatic Sprinkler
21605 N. Central Ave
Phoenix, AZ 85024
P: 623.580.7836
F: 623.434.3420
C: 602.763.4160

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Thursday, September 03, 2009 12:57 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Fire Flow

The reduction has already been approved. The fire flow demand is to
supply a hydrant on the property. My question is (and no fire marshal
to ask today),is the sprinkler demand included or need to be added?
This tank supplies all fire water needs (no jokes-I know what you're
all thinking) for this property.

On Thu, Sep 3, 2009 at 12:50 PM, craig.pr...@ch2m.com wrote:
 If you're talking about the fire flows referenced in the IFC, Appendix B, 
 this seems to be an AHJ or IU call.  For the most part when the building is 
 fully sprinklered only the sprinkler system demand and hose stream demands 
 are used for water tank sizing.  I've not had one AHJ or IU apply the fire 
 flow section of the IFC to the water supply when those conditions exist.  Now 
 when a building is not protected I have had this section of the IFC applied.  
 However note that this section is not mandatory and is not a part of the 
 actual Code.  See wording at the top of the first page.   So it requires 
 clarification from the AHJ and/or IU as to what is applicable.  But if there 
 is no direction we use it as the basis.

 Also note that the 75% reduction is up to 75% and as approved, so it's 
 not an automatic reduction.


 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
 craig.pr...@ch2m.com
 http://www.ch2m.com


 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
 Sent: Thursday, September 03, 2009 3:40 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Fire Flow

 When determining tank size on a property supplied only from a tank is the 
 sprinkler demand added to fire flow as a cumulative fire flow or is it 
 considered part of the fire flow? And if the former does the hose stream need 
 to be added or is it negated by the fact that the tank is already supplying 
 the hydrants? Example: 30,000 sqft fully sprinklered building requires a fire 
 flow (reduced 75% then rounded up to the minimum) of 1500 gpm for 2 hours 
 requiring a 180,000 gallon tank. The sprinkler demand is 650 gpm plus a 250 
 gpm hose stream for one hour for a total of 54,000 gallons. Is the 54K 
 gallons included in whole or in part with the fire flow storage or is it 
 added? Thanks.

 --
 Ron Greenman
 Instructor
 Fire Protection Engineering
 Bates Technical College
 Tacoma, WA

 Member:
 SFPE, ASCET, NFPA, AFSA, NFSA AFAA
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-- 
Ron Greenman
Instructor
Fire Protection Engineering
Bates Technical College
Tacoma, WA

Member:
SFPE, ASCET, NFPA, AFSA, NFSA AFAA
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[Sprinklerforum] C factor for stainless steel pipe

2009-08-25 Thread Fletcher, Ron
What C Factor should be used for stainless steel pipe?

Ron Fletcher
Aero Automatic
Phoenix
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Re: [Sprinklerforum] C factor for stainless steel pipe

2009-08-25 Thread Fletcher, Ron
Thanks!  I looked right at it but all I saw was copper.

 

Ron Fletcher

Aero Automatic Sprinkler

21605 N. Central Ave

Phoenix, AZ 85024

P: 623.580.7836

F: 623.434.3420

C: 602.763.4160

From: Jim Zimmerman [mailto:zimm...@gmail.com] 
Sent: Tuesday, August 25, 2009 7:57 AM
To: Fletcher, Ron
Subject: Re: [Sprinklerforum] C factor for stainless steel pipe

 

NFPA 13 (2007) Table 22.4.4.7

On Tue, Aug 25, 2009 at 9:29 AM, Fletcher, Ron rfletc...@aerofire.com
wrote:

What C Factor should be used for stainless steel pipe?

Ron Fletcher
Aero Automatic
Phoenix
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RE: water pressure recorder/reader

2009-08-21 Thread Fletcher, Ron
http://www.dicksondata.com/info/home.php

Ron Fletcher
Aero Automatic Sprinkler
21605 N. Central Ave
Phoenix, AZ 85024
P: 623.580.7836
F: 623.434.3420
C: 602.763.4160
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Craig
Small
Sent: Friday, August 21, 2009 8:31 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: water pressure recorder/reader 




Looking for information on a water pressure recorder/reader to put in a
pit?
Prefer a remote reading ability for this application.  Any help would be
appreciated.

Thanks


Craig D. Small



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RE: To consider walls or to not consider walls, that is the question

2009-08-13 Thread Fletcher, Ron
I wouldn't calc a RA straddling the wall. The wall makes a great draft
stop.

Depending on how the system is spaced the minimum 960 sqft RA may become
a consideration. 

Ron Fletcher
Aero Automatic Sprinkler
21605 N. Central Ave
Phoenix, AZ 85024
P: 623.580.7836
F: 623.434.3420
C: 602.763.4160
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Chris
Cahill
Sent: Thursday, August 13, 2009 10:20 AM
To: sprinklerforum@firesprinkler.org
Subject: To consider walls or to not consider walls, that is the
question

Unrated wall constructed of metal studs and gypsum board. The deck is
~30'
and the tallest opening in the wall is 12' up.

 

In this case the wall is running 40' parallel to a BL.  There are
perpendicular walls at each end of the 40' wall.  The space on each side
is
cut off from the other side completely except for a couple doors.  It
happens to be ESFR but I don't think that is relevant to the question.
The
wall is 1' off an existing BL.  Thus I need to add a row of heads on the
other side of the wall.  

 

The question is can I consider the wall as a sufficient blocker of heat
to
only calc the remote area on one side or the other side of the wall.
Never
a RA straddling the wall.  I'm not talking about largest room rule.
Either
side would have a full RA calc as necessary. 

 

It's very much like in grocery stores where the back room is long and
narrow.  With the length of the RA and 1 or 2 BL you come up short on
sq.ft.
So in those cases all that I've seen jump the wall to get the sq.ft.
necessary.  This would be the inverse I want to take advantage of the
wall.


 

In this case I don't what to jump the wall with the RA and pipe the new
line
off the existing line.  Basically I'd have 2 BL's 2' apart tied
together
but never calc'ed together.  The mains are very far away through
occupied
territory with ceilings or I'd just run to them.   This also creates a
960
sq.ft. problem if I do have to calc both line simultaneously.  I'd be
under
with only 4 heads on 3 lines which then leave the question do I add a
5th or
use a 4th line as necessary.  Yes I know the 960 is the 13 committee not
believing in the concept of counting heads and hung up on the old
fashion
sq.ft. way.  Should be interesting with FM changing away from sq.ft.
calcs
in many cases with special app heads.   

 

Seems to me when not using the largest room rule the code is silent on
the
issue of whether you need/can jump the wall.  Thus wouldn't it be
designer's
choice and thus go which ever way is most hydraulically advantageous to
keep
pipe size and quantity down?Common sense tells me these heads are
never
going to simultaneously operate.

 

Chris Cahill, P.E.

Fire Protection Engineer

Sentry Fire Protection, Inc.

 

763-658-4483

763-658-4921 fax

 

Email: chr...@sentryfiremn.com

 

Mail: P.O. Box 69

Waverly, MN 55390

 

Location: 4439 Hwy 12 SW

  Waverly, MN 55390

 

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RE: Renegade HVAC Contractor

2009-07-31 Thread Fletcher, Ron
Here is a different approach. Most of the comments are what we would all
like to do in that situation but not very realistic. Picking fights with
other trades and GC's is nonproductive at best and may cost more in the
long run than just getting it done. Especially if you ever want to work
with the same construction team again.

Next time with this GC you will know to install first and install high.
Deal with the duct work when cutting drops. High and tight will usually
eliminate most coordination problems.

Just my 2 cents.

Ron Fletcher
Aero Automatic - Phoenix

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
cherokeefire...@aol.com
Sent: Friday, July 31, 2009 8:35 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Renegade HVAC Contractor

If he messes up your project, the Project Manager/ GC is at fault and
creating delay and posibly additional expenses for you to complete your
work.
Place a Change Order request with the GC or notice of claim asap for
additional field engineering and delay. You must assert this claim right
away. The GC will likely brush it off if it is a smaller project but
they'll know your serious when you lien the project. Documentation of
everything is extremely important.


-Original Message-
From: Todd Williams t...@fpdc.com
To: sprinklerforum@firesprinkler.org
Sent: Thu, Jul 30, 2009 2:10 pm
Subject: RE: Renegade HVAC Contractor



Make sure you set up a camera to get video of them taking it down



At 02:02 PM 7/30/2009, you wrote:
You could consider just throwing up a couple lengths of pipe alongside
the
big openings on their trunk duct, amking sure you're the size of the
opening
+ 6 away from it so you've accommodated the offsets they'd need to get
around you. Start with the openings just outside the meeting room.

A couple lengths under roof top openings should give them a clue that
you're
serious. In one day you should be able to hang a couple lengths in
front of
several of these, no outlets required, helps you make your point.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
Fletcher, Ron
Sent: Thursday, July 30, 2009 12:21 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Renegade HVAC Contractor

At least you are not spending money and time on BIM while all the other
trades are doing installation. Remember the sprinkler creed install
high install first.

Ron Fletcher
Aero Automatic
Phoenix

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian
Harris
Sent: Thursday, July 30, 2009 7:02 AM
To: sprinklerforum@firesprinkler.org
Subject: Renegade HVAC Contractor

I could use a little ammo for an upcoming coordination meeting I have
on
Monday. We are working on a pretty big school and the HVAC sub (per the
spec) is suppose to be spearheading a set of coordination drawings that
all subs need to agree on and then sigh off on before any work can be
fabricated or installed. These drawings still have not been completed
and are actually not even close to being done.

Here's where it gets good:

*   He has already begun installing his duct and has actually
completed
a couple wings. (without the approved coordination drawings)
*   He wants to run all his ductwork 8 above ceiling throughout
and
says sprinkler 
pipe needs to run above him, that's industry standard
!!
*   He says he's never heard of ductwork being run through the
joist,
it's always the sprinkler lines that run up high. (this is in areas
with
ceiling tiles)

I could go on and on but I think you get the point, what I would love
to
have is some hard facts/references that I can provide at the meeting so
this doesn't turn into a bigger pissing contest than it already has. I
don't dare release our pipe for fab without the drawings being signed
off but in the mean time he is installing away!


Regards,

  http://www.firstdefensefire.com/








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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington

RE: Renegade HVAC Contractor

2009-07-30 Thread Fletcher, Ron
At least you are not spending money and time on BIM while all the other
trades are doing installation. Remember the sprinkler creed install
high install first.

Ron Fletcher
Aero Automatic
Phoenix

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brian
Harris
Sent: Thursday, July 30, 2009 7:02 AM
To: sprinklerforum@firesprinkler.org
Subject: Renegade HVAC Contractor

I could use a little ammo for an upcoming coordination meeting I have on
Monday. We are working on a pretty big school and the HVAC sub (per the
spec) is suppose to be spearheading a set of coordination drawings that
all subs need to agree on and then sigh off on before any work can be
fabricated or installed. These drawings still have not been completed
and are actually not even close to being done.
 
Here's where it gets good:

*   He has already begun installing his duct and has actually
completed
a couple wings. (without the approved coordination drawings)
*   He wants to run all his ductwork 8 above ceiling throughout and
says sprinkler pipe needs to run above him, that's industry standard
!!
*   He says he's never heard of ductwork being run through the
joist,
it's always the sprinkler lines that run up high. (this is in areas with
ceiling tiles)

I could go on and on but I think you get the point, what I would love to
have is some hard facts/references that I can provide at the meeting so
this doesn't turn into a bigger pissing contest than it already has. I
don't dare release our pipe for fab without the drawings being signed
off but in the mean time he is installing away!
 

Regards,

 http://www.firstdefensefire.com/  

 

 




E-mail message checked by Spyware Doctor (6.0.1.441) Database version:
6.12940 http://www.pctools.com/en/spyware-doctor-antivirus/
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RE: 54' High Warehouse

2009-07-29 Thread Fletcher, Ron
ESFR's are very limited, averaging the height is not allowed. There is
also a 20 ft maximum limit for distance from the top of storage to the
roof sprinklers but I don't know if applies when there are in-rack
sprinklers.

Ron Fletcher
Aero Automatic Phoenix

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
lamarvau...@charter.net
Sent: Wednesday, July 29, 2009 1:27 PM
To: sprinklerforum: firesprinkler.org
Subject: 54' High Warehouse

Hello Forumites,

 I'm looking at a warehouse with pallet rack storage of class iv
commodities to
25 ft. in a pre-engineered building with an eave height of 34 ft. and a
ridge
of 54 ft.(2 in 12 slope).Table 12.3.2.3.1 (2002) indicates a maximum
roof height of 45 ft.My question is ,can I average the roof height to
stay
within the table limits,or is ESFR out of the possibilities?Is there
any other
way to satisfy the roof height issue?

Thanks for the Help,
Lamar Vaughn,SET
Vaughn and Company
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RE: RPZ backflow protection

2009-07-09 Thread Fletcher, Ron
It is found in the 2006 Uniform Plumbing Code 603.4.16.2 says that if
you have an FDC you need an RPZ. It isn't in the IPC. 

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ 85024

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of James
Fallon
Sent: Thursday, July 09, 2009 7:37 AM
To: sprinklerforum@firesprinkler.org
Subject: RPZ backflow protection

The plumbing inspectors have been concerned that the lubricate in fire
truck pumps could contaminate the domestic water supply and would like
RPZs installed on systems with FDCs. Has anyone else faced this problem

Staff opinion: Unless otherwise noted ,the response provided above is
a staff opinion provided by a member of the Construction Codes and
Licensing Division. A staff opinion is the opinion of one staff member
about the correct answer to a specific question generated by a 
customer. The opinion is not binding.

Jim Fallon 
Building Code Representative
Plan Review
MN Dept of  Labor  Industry
Construction Codes  Licensing Division
(651) 284 5861
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RE: Membrane dome in Sprinkler Age

2009-07-06 Thread Fletcher, Ron
What information are you looking for? We installed monitors in a tent in
Scottsdale where they have the Barrett Jackson auto auction every year.


Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ 85024

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Frans
Stoop
Sent: Saturday, July 04, 2009 5:20 PM
To: sprinklerforum@firesprinkler.org
Subject: Membrane dome in Sprinkler Age

Dear colleagues,

If my memory serves me right, there was an article in Sprinkler Age 
some years ago about how a contractor installed water monitors inside 
a dome structure.
Installing sprinklers was impossible because the main structure was 
only an (inflatable?) membrane.

I tried to retrieve that article by digging through old years of 
Sprinkler Age but unfortunately I couldn't find it.
Or was it in Fire Journal?

Does anyone of you happens to remember that article and can point me 
to the right year and number?

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

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RE: Conveyors

2009-07-01 Thread Fletcher, Ron
IMHO no heads under the conveyor.

Ron Fletcher
Aero Automatic Sprinkler
21605 N. Central Ave
Phoenix, AZ 85024
P: 623.580.7836
F: 623.434.3420
C: 602.763.4160
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Mike
Hairfield
Sent: Wednesday, July 01, 2009 8:33 AM
To: AFSA SprinklerFORUM
Subject: Conveyors


Here is my situation:

 

Conveyors used to move mattresses around the building which has an ESFR
sprinkler system, they

are 7'-3 wide and 2'-10 above finished floor.

 

The conveyors have 2 1/2 rollers and there is a gap of 3 1/2 between
the rollers,

my call is that additional ESFR's are not required there is more open
space than in

most rack systems.

 

What is the opinion of the Forum?

 

Mike Hairfield
 
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AFSA website

2009-06-25 Thread Fletcher, Ron
Is there still a generic log in and password? It's been a while since I
tried logging in.

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ 85024
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RE: Hydrant Flow test results

2009-06-23 Thread Fletcher, Ron
If it's a municipal water supply the two graphs will probably not be the
same. The graph isn't from a zero flow to the 2.5 flow and then the
4.5 flow. If there was 2,000 gpm domestic flow at the time of the test
the graph is actually from 2,000 to 2,000 plus the 2.5 flow or 2,000
plus the 4.5flow. The N1.85 graph we use doesn't take the domestic
demand into account.

Ron Fletcher
Aero Automatic Sprinkler
21605 N. Central Ave
Phoenix, AZ 85024
P: 623.580.7836
F: 623.434.3420
C: 602.763.4160
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Paul
Pinigis
Sent: Tuesday, June 23, 2009 12:33 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Hydrant Flow test results

Any single-hydrant test is questionable to begin with, but if two tests
are done they should yield identical graphs.  Pitot pressures of less
than 10 psi are generally unacceptable.  

Paul Pinigis, P.E.
Life Safety Department Head




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Richard
Lindner
Sent: Tuesday, June 23, 2009 3:25 PM
To: sprinklerforum
Subject: Hydrant Flow test results

Have a question regarding hydrant flow tests.

We have received a report where the contractor flow a single 2 1/2
outlet
and gave us static, residual, pitot and calculated flow.  He then
performed
another test using the 4 1/2 outlet on the hydrant, again giving us
values.

Plotting the graph, is there supposed to be a correlation between the
testing of the 2 1/2 versus the 4 1/2 or are they supposed to be used
separately.  For example, when graphing the 2 1/2 outlet, the 4 1/2
outlet
info should be hitting this line or not??

Also, is a pitot reading of a range of 4 to say 8 on a 4 1/2 outlet
valid
data?

We're not sure how to use this info.

Richard
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RE: CPVC Concealed Space Installation

2009-06-12 Thread Fletcher, Ron
We have used insulation covering the CPVC as a separation many times. We have 
even used copper pipe through the insulation to sprig SSU's into the attic for 
NFPA #13 systems. 

Ron Fletcher
Aero Automatic Sprinkler
21605 N. Central Ave
Phoenix, AZ 85024
P: 623.580.7836
F: 623.434.3420
C: 602.763.4160

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Friday, June 12, 2009 7:36 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: CPVC Concealed Space Installation

Rich,

You are allowed to delete sprinklers from concealed spaces filled with
non-combustible insulation. I'd bet this has to do with oxygen. You
can also use non or limited combustible insulation (batts and panels)
firmly attached to a ceiling to effectively lower that ceiling. When
you put cpvc in an SFD or apartment the tenting of the pipe
effectively places it within the thermal envelope of the structure
rather than without but the area the pipe occupies is not required to
be sprinklered anyways. So we're using insulation as a means of
turning a hollow space into a solid space, we're using it as a sort of
fire barrier or heat banking surface, and we're using it as a (low
level) thermal barrier or insulator.  I've never heard of it used to
separate one fire area from another though. And horizontally! A
twisting of the real allowances offered in the code may produce some
logic path that suggests this application is OK. And it may even be
occurring regularly (bad ideas as well as good tend to find voice
simultaneously in many minds and tend to grow exponentially), but this
doesn't mean it is a good idea, nor it does it sound like an
appropriate application of the provisions. In fact it just sounds
wrong and I think easier to argue against than for. I'm guessing a
submittal is what prompted your question.

On Fri, Jun 12, 2009 at 6:26 AM, R Richardsonr.richard...@seattle.gov wrote:
 The installation guide for CPVC is quite clear that the pipe shall not be 
 installed in combustible concealed spaces requiring sprinkler protection 
 unless the protection in the space is provided by one of the specially listed 
 heads for such an application.  Simple enough.

 However if one is sprinklering the concealed space with standard heads 
 instead of the special listed heads it is not real clear what the required 
 separation is to consider the pipe not in the concealed space.  Sure there 
 are criteria for a concealed installation, but that is specific to separation 
 from the room below that is being sprinklered.

 In the experience of the forum members is it normal to use insulation tented 
 over the pipe in as a method of treating the pipe as not in the concealed 
 space, eventhough the pipe is still kind of in the concealed space?   Or is 
 the norm to use the concealed installation criteria eventhough that seems 
 specific to separation from the room below that is being sprinklered.

 This question is not related to freeze protection concerns.

 Thanks,

 Rich Richardson
 Seattle Fire Department


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-- 
Ron Greenman
at home
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RE: Diesel Fire pumps and PLD

2009-06-08 Thread Fletcher, Ron
Assuming the pumps are installed parallel to each other I don't see any
reason to spend the extra dollars for the PLD's.

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ 85024

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Splawn,
Shannon
Sent: Monday, June 08, 2009 6:06 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Diesel Fire pumps and PLD

What's the best way to control/start multiple diesel fire pumps on a
private
yard system?  Would fire pumps with Pressure Limiting Devices be the
best
choice?  Each pump will be 2500 GPM @ 125 PSI.

My original design was based on pressure drop in the mains at 10 second
intervals for each pump to start.  The jockey pump is nominally designed
to
maintain 170 PSI and this is an FM job.

So my question is: Are PLD's the best way to select fire pumps/drivers
when
you have multiple pumps or is it best to select traditional type
drivers?

Thanks.

Shannon Splawn, CFPS
Jacobs
Fire Protection | Mechanical Engineering Dept.
513.674.3822
shannon.spl...@jacobs.com


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RE: DoD UFC - 13R System Design

2009-06-05 Thread Fletcher, Ron
Bill,

 

An excellent idea, please count me in. There are many things could be
better defined. We currently involved in a number of 13R projects at DOD
facilities. Most have common areas like dayrooms, laundry rooms
mechanical rooms and so on but the entire building is classified as R2
occupancy, not mixed use.

 

The UFGS is another thing all together. There is some down right goofy
stuff in there. Like access panels to inspect and adjust grooved
couplings above a sheet rock ceiling.

 

Ron Fletcher

Aero Automatic Sprinkler

21605 N. Central Ave

Phoenix, AZ 85024

P: 623.580.7836

F: 623.434.3420

C: 602.763.4160

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of
bill.bro...@brooksfpe.com
Sent: Friday, June 05, 2009 8:34 AM
To: sprinklerforum@firesprinkler.org
Subject: DoD UFC - 13R System Design

 

I know there are quite a few individuals out there who work with the UFC

3-600-01.

 

Perhaps we can start a discussion about the application of the DoD 13R

criteria.  After working a number of jobs using NFPA 13R I find the

application of this document is not clearly defined in UFC 3-600-01.  We

have already discussed the use of 13R in a mixed use building (can't do

it per the IBC but maybe not so clear per UFC 3-600-01).

 

My suggested DoD 13R approach:

 

1.  Inside the dwelling unit use the calculation criteria from NFPA 13R

(not UFC Table 4-1), supplemented by UFGS 21 21 00, 1.3.2.

2.  Sprinkler calculation outside the dwelling unit would be per NFPA 13

and not Table 4-1 in the UFC (3000 sq ft with ceiling height reduction,

etc).

3.  Room design rule can be applied (vs full 3000 sq ft with ceiling

height reduction) outside the dwelling unit.

4.  No hose stream (vs a hint that some hose stream should be applied by

the fill-in-the-blank spot in UFGS 21 21 00, ).

 

For four story buildings a standpipe system is required, but the water

supply will most likely be supplied by the local fire department.

 

I've requested clarification on this topic without success, but I wanted

to put a set of guidelines out there for discussion.

 

Questions:

 

1.  How are the list members now applying 13R for DoD work?

2.  Have any of you ever received specific guidance from DoD reps on

this topic?

 

Bill Brooks

 

William N. Brooks, P.E.

Brooks Fire Protection Engineering Inc.

372 Wilett Drive

Severna Park, MD 21146

410-544-3620 Phone

410-544-3032 FAX

412-400-6528 Cell

 

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RE: review of sprinkler plans ends up with GC requesting the reviewer to provide additional plan sheet because con tractor don´t want to

2009-05-11 Thread Fletcher, Ron
Has anyone read the RFQ? Was the intent for a remodel (tenant improvement) or a 
re-build to meet current codes? The UFGS is a guide specification and is 
suppose to be edited for each project. If the spec. wasn't edited to suit the 
project it would include bunch of stuff that probably isn't applicable. The 
spec's can be applied with common sense appropriate to the project or parsed to 
make compliance impossible (at a reasonable cost). After all it is a light 
hazard MOB not high piled storage.

And don't forget that grooved couplings can only be used above a sheet rock 
ceiling if the plans (Architectural) show an access panel at each coupling. 
Couplings require regular adjustment according to UFGS.

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ 85024

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Saturday, May 09, 2009 2:08 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: review of sprinkler plans ends up with GC requesting the reviewer 
to provide additional plan sheet because contractor don´t want to

Scot,

As the cat slowly escapes his bag: Sounds like a Federal Job (they do
have the military still) but the spec sounds like it's written by a
contracting officer rather than a Government PE. The Corps and NAVFAC
guys are pretty savvy. You should get real familiar with Unified
Facilities Guide Specifications (UFGS), SpecsIntact   the Unified
Facilities Criteria (UFC) if doing work for the military. Here's
alink:

http://www.wbdg.org/ccb/browse_org.php?o=70

If the guy writing the spec had followed his own rules your life would
be much improved at this time. You may still be able to use your newly
acquired knowledge to your advantage in a, According to your own
guidelines here's how you guys were supposed to do things like this,
debate. Bon chance.

On Sat, May 9, 2009 at 11:54 AM, å...  eurekaig...@gmail.com wrote:
 Again, accept my thanks.to all of you. seriously.
 i will take the black and the blue
 cause i am learning on you.
 I am not out to break the contractor's bank.
 working with this national contracting company--
  at least this office of theirs-- has been  frustrating
  and time consuming.

 the specs are not ideal.
 the specs are for the GC, who hires the sprinkler contractor
  and then hires an engineer to review the sprinkler
  contractor's drawings (me).



 I want the government to get a reasonable product, and
  receive a water supply description they can refer to in the future,
  because these buildings have a service life of 35-50
  years and will probably be
  renovated again, like they
  were before in '94.

 So, I will let the earthquake bracing issue fall.
 I don't want to be unreasonable, just that almost all
 military jobs I worked on, seismic is required,
 regardless if the job is in Oklahoma or in Northridge, CA.
 it seemed like a natural thing to ask for.

 Regarding waterflow, I would be happy with a JPEG of the
 UG piping plan splashed on a sheet, or
 even hand drawn layout.  Just document the underground
 and water supply like NFPA 13 asks.  The renovation has
 a changed wall layout, and new design area.  To get the UG
 water supply and waterflow information documented, the
 GC is forwarding to me the civil engineer's work, and I am going to put the
 UG piping
 and  waterflow on a new sheet with my letterhead and name.
 This is the quickest way to get it done.

 The government PE (I am not sure if it is the same one that
 wrote the spec, but i got a suspicion) has stated to the GC
 that they are concerned the contract FPE (me) has not been
 doing his job.

 that was after i went through 3 plan check cycles with this
 contractor on another project, over the same things.  The
 government PE apparently did not have a clue about
 what was going on, or the sprinkler contractor gave him a
 clue.  Earthquake bracing was provided on that project as
 it was new construction.  same specs were used though.

 I think the military contract FPE model is tweaked.
 the contract FPE serves two masters.  but only
 one pays me:  the GC.  only thing is, the other master
 is the one that pays the GC.



 scot deal
 excelsior fire
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-- 
Ron Greenman
at home
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RE: wood frame attics

2009-05-08 Thread Fletcher, Ron

Why would the sprinklers under the plywood have to be included in the
remote area? Isn't it like putting a head under a duct or some other
obstruction?

Ron Fletcher
Aero Automatic Sprinkler
Phoenix, AZ 85024

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