Re: adjusting the K-Factor with our bare hands

2013-06-11 Thread George Church
I'd be concerned that you have completely muddled up kfactors for someone who 
no longer looks at it as the standard and industry practices do. 

But why listen to us warning about sending novices out with the wrong 
viewpoint? 

Sent from my iPhone

On Jun 11, 2013, at 7:52 AM, Brad Casterline bcasterl...@fsc-inc.com wrote:

 From NFPA 13-2007, 22.4.4.5.1, we are required to, among other things,
 adjust the K-Factor. 
 
 Using  the Hazen-Williams friction formula, 62.4 lb/ft3 / 144 in2 = .433
 lb/in2/ft(h).
 
 If we have an AF solution at 65.5 lb/ft3, / 144 = .455 lb/in2/ft(h).
 
 If K=5.6, and we assume P=7 PSI.:
 
 7/.433=16.166 ft(h). 7/.455=15.385 ft(h).*
 
 15.385/16.166=.952. sqrt(.952)=.976, x 5.6 = 5.46.
 
 There is a chart in 13 showing a 50% glycerin solution at about -10F
 weighing about 15% more than 100% water: 62.4 x 1.15 = 71.76.
 71.76/144=.498. 7/.498=14.056 ft(h). 14.056/16.166=.869. sqrt(.869)=.932, x
 5.6 = 5.22.
 
 If I had to fab the pipe today and formalize the submittal tomorrow (after
 googling centipoises for several hours) I would calc it like it was 'all
 wet', using K=5.22.  
 
 * converting PSI to feet of head(h) it is seen that the denser the solution,
 the 'shorter' it is. Since v=sqrt(2gh), the shorter it is the slower it is.
 Making the adjustment based on h, we have to take the square root of the
 ratio, i.e., (K=Q/sqrtP). If adjusted based on velocity we would use the
 ratio itself (square feet=cubic feet per second divided by feet per second):
 sqrt(2*32.2*16.166)=32.266 ft/sec.
 
 sqrt(2*32.2*15.385)=31.477 ft/sec.
 
 31.477/32.266=.976.
 
 
 
 The above is simply the type of thing I enjoy doing and like to share,
 hoping it will cause no harm, to be taken or left as one sees fit.
 
 
 
 thanks,
 
 
 
 Brad Casterline, NICET IV
 
 Fire Protection Division
 
 
 
 FSC, Inc.
 
 P: 913-722-3473
 
 bcasterl...@fsc-inc.com
 
 www.fsc-inc.com
 
 
 
 Engineering Solutions for the Built Environment
 
 
 
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Re: adjusting the K-Factor with our bare hands

2013-06-11 Thread George Church
Brad
I'd rather spend my remaining time with my wife and I'm licking myself for 
saying anything. Btw who might be accepting this for the jurisdiction? 

Sent from my iPhone

On Jun 11, 2013, at 3:56 PM, Brad Casterline bcasterl...@fsc-inc.com wrote:

 Thanks Matt and Ron. I appreciate ALL feedback.
 I like posting numbers because there is no opinion, personal feelings,
 hearsay, etc. I know a ton about D-W and H-W, and I do not need to repeat
 the Velocity of Efflux experiments of the early 1600's to know I am correct
 about K-Factors. Would it be too much to ask of you to simply work a few of
 the numbers that back up the concepts I post, BEFORE I get your Criticisms
 and Opinions? Either that or YOU show ME how it is done- adjusting K-Factors
 I mean, from NFPA 13 referenced earlier?
 
 
 -Original Message-
 From: Ron Greenman [mailto:rongreen...@gmail.com] 
 Sent: Tuesday, June 11, 2013 2:03 PM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: adjusting the K-Factor with our bare hands
 
 can I say strongly enough how much I agree with what Matt said? can I say
 it again? And third time being the charm, I agree with what Matt said--a
 lot--and with George's earlier comments.
 
 
 On Tue, Jun 11, 2013 at 11:40 AM, Matt Grise m...@afpsprink.com wrote:
 
 I would strongly caution against using this method for estimate
 calculations. (Without doing extensive testing to verify that it is
 accurate)
 
 The D-W and H-W calculation methods are simply approximations of how
 fluids interact with themselves and the pipe they are in. The H-W equation
 and the K-factor concept are two VERY specialized cases that are intended
 only to describe warm water in pipes coming out of a smooth hole.
 
 The k-factor only relates the ease with which water can escape a
 sprinkler. If you plug in a modified k-factor, you are still using H-W to
 describe how the fluid is moving through the pipes. The reason that you
 have to switch to the D-W equation is because H-W will give you the wrong
 answer. If you use a modified K factor with H-W (instead of D-W) the most
 likely outcome is a wrong answer - although maybe not the same wrong
 answer
 as before.
 
 Matt Grisé PE*, LEED AP, NICET II
 Sales Engineer
 Alliance Fire Protection
 130 w 9th Ave.
 North Kansas City, MO 64116
 
 *Licensed in KS  MO
 
 913.888.0647 ph
 913.888.0618 f
 913.927.0222 cell
 www. AFPsprink.com
 
 
 
 On Jun 11, 2013, at 7:52 AM, Brad Casterline bcasterl...@fsc-inc.com
 wrote:
 
 From NFPA 13-2007, 22.4.4.5.1, we are required to, among other things,
 adjust the K-Factor.
 
 Using  the Hazen-Williams friction formula, 62.4 lb/ft3 / 144 in2 = .433
 lb/in2/ft(h).
 
 If we have an AF solution at 65.5 lb/ft3, / 144 = .455 lb/in2/ft(h).
 
 If K=5.6, and we assume P=7 PSI.:
 
 7/.433=16.166 ft(h). 7/.455=15.385 ft(h).*
 
 15.385/16.166=.952. sqrt(.952)=.976, x 5.6 = 5.46.
 
 There is a chart in 13 showing a 50% glycerin solution at about -10F
 weighing about 15% more than 100% water: 62.4 x 1.15 = 71.76.
 71.76/144=.498. 7/.498=14.056 ft(h). 14.056/16.166=.869.
 sqrt(.869)=.932, x
 5.6 = 5.22.
 
 If I had to fab the pipe today and formalize the submittal tomorrow
 (after
 googling centipoises for several hours) I would calc it like it was 'all
 wet', using K=5.22.
 
 * converting PSI to feet of head(h) it is seen that the denser the
 solution,
 the 'shorter' it is. Since v=sqrt(2gh), the shorter it is the slower it
 is.
 Making the adjustment based on h, we have to take the square root of
 the
 ratio, i.e., (K=Q/sqrtP). If adjusted based on velocity we would use the
 ratio itself (square feet=cubic feet per second divided by feet per
 second):
 sqrt(2*32.2*16.166)=32.266 ft/sec.
 
 sqrt(2*32.2*15.385)=31.477 ft/sec.
 
 31.477/32.266=.976.
 
 
 
 The above is simply the type of thing I enjoy doing and like to share,
 hoping it will cause no harm, to be taken or left as one sees fit.
 
 
 
 thanks,
 
 
 
 Brad Casterline, NICET IV
 
 Fire Protection Division
 
 
 
 FSC, Inc.
 
 P: 913-722-3473
 
 bcasterl...@fsc-inc.com
 
 www.fsc-inc.com
 
 
 
 Engineering Solutions for the Built Environment
 
 
 
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 -- 
 Ron Greenman
 (  ? 6 ??)
 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
 

Re: adjusting the K-Factor with our bare hands

2013-06-11 Thread George Church
I about shit myself when I saw Licking instead of kicking after it was too late 

Sent from my iPhone

On Jun 11, 2013, at 9:34 PM, Steve Leyton st...@protectiondesign.com wrote:

 I've been hanging blinds, and just now have the time to note this most 
 extraordinary turn of the thread.  I got nothing - this may be the greatest 
 correspondence in the history of the Forum.
 
 Remember back in 1997 or thereabout, when an errant email home from some kid 
 in the Midwest (no, not you Brad) was updating her parents about how much fun 
 she was having at Grandma and Grandpa's, and that evening they enjoyed a 
 great visit with the Slotnicks?  Good times.
 
 Yessir, Mr. Muncy.  On topic from hereto forward, siryessir!
 
 SL
 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org on behalf of Ron Greenman
 Sent: Tue 6/11/2013 5:53 PM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: adjusting the K-Factor with our bare hands
 
 I love the 1. Typo. or 2. Auto Correct. or 3. Freudian ? or 4. Slotism.
 
 ...and I'm licking myself
 
 You just keep hanging out with the woman and licking yourself. It's not a
 pretty picture, but it will be now and forever be how I think of you.
 
 As my father-in-laws dementia advanced, but before he was totally lost we
 were over at his house. My eldest son and I were hanging with him when a
 couple of family friends showed up. These were both women, both our age
 (not his), long time family friends, and under normal circumstances would
 be very recognizable to him. Note that both always were way too much
 make-up. On this particular occasion he didn't remember who they were and
 his comment was, and totally out of normal character,  Hey! Who ordered
 the hookers? He passed away a bit over a year ago but when I think of him
 it's saying and I always chuckle. You just keep licking yourself for a long
 time, OK.
 
 And let Leyton Yosemite Sam out on Brad.
 
 
 
 On Tue, Jun 11, 2013 at 5:32 PM, George Church g...@rowesprinkler.comwrote:
 
 Brad
 I'd rather spend my remaining time with my wife and I'm licking myself for
 saying anything. Btw who might be accepting this for the jurisdiction?
 
 Sent from my iPhone
 
 On Jun 11, 2013, at 3:56 PM, Brad Casterline bcasterl...@fsc-inc.com
 wrote:
 
 Thanks Matt and Ron. I appreciate ALL feedback.
 I like posting numbers because there is no opinion, personal feelings,
 hearsay, etc. I know a ton about D-W and H-W, and I do not need to repeat
 the Velocity of Efflux experiments of the early 1600's to know I am
 correct
 about K-Factors. Would it be too much to ask of you to simply work a few
 of
 the numbers that back up the concepts I post, BEFORE I get your
 Criticisms
 and Opinions? Either that or YOU show ME how it is done- adjusting
 K-Factors
 I mean, from NFPA 13 referenced earlier?
 
 
 -Original Message-
 From: Ron Greenman [mailto:rongreen...@gmail.com]
 Sent: Tuesday, June 11, 2013 2:03 PM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: adjusting the K-Factor with our bare hands
 
 can I say strongly enough how much I agree with what Matt said? can I say
 it again? And third time being the charm, I agree with what Matt said--a
 lot--and with George's earlier comments.
 
 
 On Tue, Jun 11, 2013 at 11:40 AM, Matt Grise m...@afpsprink.com wrote:
 
 I would strongly caution against using this method for estimate
 calculations. (Without doing extensive testing to verify that it is
 accurate)
 
 The D-W and H-W calculation methods are simply approximations of how
 fluids interact with themselves and the pipe they are in. The H-W
 equation
 and the K-factor concept are two VERY specialized cases that are
 intended
 only to describe warm water in pipes coming out of a smooth hole.
 
 The k-factor only relates the ease with which water can escape a
 sprinkler. If you plug in a modified k-factor, you are still using H-W
 to
 describe how the fluid is moving through the pipes. The reason that you
 have to switch to the D-W equation is because H-W will give you the
 wrong
 answer. If you use a modified K factor with H-W (instead of D-W) the
 most
 likely outcome is a wrong answer - although maybe not the same wrong
 answer
 as before.
 
 Matt Grisé PE*, LEED AP, NICET II
 Sales Engineer
 Alliance Fire Protection
 130 w 9th Ave.
 North Kansas City, MO 64116
 
 *Licensed in KS  MO
 
 913.888.0647 ph
 913.888.0618 f
 913.927.0222 cell
 www. AFPsprink.com
 
 
 
 On Jun 11, 2013, at 7:52 AM, Brad Casterline bcasterl...@fsc-inc.com
 
 wrote:
 
 From NFPA 13-2007, 22.4.4.5.1, we are required to, among other things,
 adjust the K-Factor.
 
 Using  the Hazen-Williams friction formula, 62.4 lb/ft3 / 144 in2 =
 .433
 lb/in2/ft(h).
 
 If we have an AF solution at 65.5 lb/ft3, / 144 = .455 lb/in2/ft(h).
 
 If K=5.6, and we assume P=7 PSI.:
 
 7/.433=16.166 ft(h). 7/.455=15.385 ft(h).*
 
 15.385/16.166=.952. sqrt(.952)=.976, x 5.6 = 5.46.
 
 There is a chart in 13 showing a 50% glycerin solution

Re: test header

2013-06-03 Thread George Church
I believe tommy d could fill you in on a lot of local horror stories. 

Sent from my iPhone

On Jun 3, 2013, at 10:24 AM, Todd - Work t...@fpdc.com wrote:

 What exactly is the purpose of a forward flow test on a backflow preventer? 
 This is not required on other check valve devices such as alarm valves, riser 
 checks, water meters, etc. Has there been a history of problems that this 
 seems to solve? 
 
 Todd G Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 www.fpdc.com
 
 On Jun 3, 2013, at 10:03 AM, rfletc...@aerofire.com wrote:
 
 NFPA 13 and 24 only require the forward flow test. Maybe they could be 
 changed to require a means to forward flow test? Around here most BFP's 
 are installed at the property line so they are not in the FP contractor's 
 scope.
 
 Ron F 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org 
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Mark A. 
 Sornsin, P.E.
 Sent: Monday, June 03, 2013 6:13 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: test header
 
 Moreover, the engineer could specify Ron's solution up front. Doesn't help 
 the design-build jobs - but you as the contractor could offer it up 
 front...in such a way that makes you look like you're helping the customer, 
 not just seeking a means to get more money out of them (easy to say...).
 
 I've been asked why we spec these test outlets on our jobs.  When I ask the 
 contractor how they do their annual full-flow testing thought the backflow 
 assemblies, they answer with a description like we've discussed here - 
 except that it is clear that they are answering a theoretical situation - 
 they normally aren't doing the forward flow testing of the backflow 
 assemblies - neither at the end of a job, nor during their annual testing.
 
 
 Mark A. Sornsin, P.E. | Karges-Faulconbridge, Inc. | Fire Protection 
 Engineer | Fargo, ND | direct: 701.552.9905 | mobile: 701.371.5759 | 
 http://www.kfiengineers.com
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org 
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Ron 
 Greenman
 Sent: Friday, May 31, 2013 2:41 PM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: test header
 
 By the time toy've drained the system, removed the FDC and put in a spool, 
 removed the FDc, done the flow, drained everything again, replaced all the 
 parts, probably be compelled to do a hydro on the FDC line, and then are 
 nearly due to do it again, you could have just put in a test header, or 
 mech-teed a couple of fire hose valves onto the FDC line, or the riser 
 quicker and for less money, and nobody has to go through that nonsense again.
 
 
 On Fri, May 31, 2013 at 12:22 PM, G. Tim Stone tston...@comcast.net wrote:
 
 Take the flappers out or just remove the FDC fitting.
 
 Regards,
 G. Tim Stone
 
 G. Tim Stone Consulting, LLC
 NICET Level III Engineering Technician Fire Protection Sprinkler 
 Design and Consulting Services
 
   117 Old Stage Rd. - Essex Jct., VT. 05452
 CELL: (802) 373-0638   TEL: (802) 434-2968   Fax: (802) 434-4343
  tston...@comcast.net
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Re: 13R local alarm

2013-05-29 Thread George Church
Couldn't treat em as 13d irc townhouses?

Sent from my iPhone

On May 29, 2013, at 11:06 AM, Todd - Work t...@fpdc.com wrote:

 This is an older single story 3 family side-by-side structure. The 13R system 
 is being retrofitted. I believe (am confirming) that they have local hard 
 wired smoke detectors only. Located in MA.
 
 Todd G Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 www.fpdc.com
 
 On May 29, 2013, at 9:19 AM, Johnson, Duane (NIH/OD/ORS) [C] 
 johnson...@mail.nih.gov wrote:
 
 NFPA 101:30.3.4.2.3In buildings protected throughout by an approved, 
 supervised automatic sprinkler system in accordance with 30.3.5, required 
 fire alarm systems shall be initiated upon operation of the automatic 
 sprinkler system.
 
 Someone will need to go through Section 30.3.4.3 for notification 
 requirements as they very based on the number of dwelling units, building 
 height, etc.
 
 Ask for the code reference for the deficiency that is being noted. 
 
 Here is the audibility requirement for sleeping areas:
 
 NFPA 72: 18.4.5 Sleeping Area Requirements.   
 18.4.5.1Where audible appliances are installed to provide signals for 
 sleeping areas, they shall have a sound level of at least 15 dB above the 
 average ambient sound level or 5 dB above the maximum sound level having a 
 duration of at least 60 seconds or a sound level of at least 75 dBA, 
 whichever is greater, measured at the pillow level in the area required to 
 be served by the system using the A-weighted scale (dBA).
 
 
 
 
 Duane Johnson, PE
 Program Manager
 Division of the Fire Marshal (Contractor)
 Office of Research Services 
 National Institutes of Health 
 301-496-0487
 
 Protecting Science - One Sprinkler at a Time
 
 
 -Original Message-
 From: Greg McGahan [mailto:g...@livingwaterfp.com] 
 Sent: Wednesday, May 29, 2013 8:31 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: 13R local alarm
 
 mount it in the closet
 
 
 On Wed, May 29, 2013 at 7:03 AM, Todd - Work t...@fpdc.com wrote:
 
 I was thinking that a 6 bell inside an apartment might be a little 
 overkill as well as obtrusive.
 
 Todd G Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 www.fpdc.com
 
 On May 29, 2013, at 7:24 AM, Greg McGahan g...@livingwaterfp.com wrote:
 
 I am not sure what you are referring to exactly, but we often use a 
 flow switch wored to a 6 electric bell.
 
 
 On Tue, May 28, 2013 at 10:24 PM, Todd - Work t...@fpdc.com wrote:
 
 I have an FM that wants local alarms for a 13R system within each 
 unit
 (3
 family house). Any suggestions on a small wall mounted unit?
 
 Todd G Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 www.fpdc.com
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 --
 Greg McGahan
 Living Water Fire Protection, LLC http://www.livingwaterfp.com
 1160 McKenzie Road
 Cantonment, FL 32533
 850-937-1850
 fax 850-937-1852
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 Living Water Fire Protection, LLC http://www.livingwaterfp.com
 1160 McKenzie Road
 Cantonment, FL 32533
 850-937-1850
 fax 850-937-1852
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Re: 13R local alarm

2013-05-29 Thread George Church
Horn strobe?

Sent from my iPhone

On May 29, 2013, at 5:14 PM, Todd - Work t...@fpdc.com wrote:

 My contract does not include alarms, only the sprinklers. It will be up to 
 the owner and the FM to work that detail out. I have been asked to show a 
 strobe outside and a local interior alarm on the drawing. My original post 
 was asking for a specific product in a small, reasonably unobtrusive alarm to 
 install in a hallway. 
 
 Todd G Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 www.fpdc.com
 
 On May 29, 2013, at 5:08 PM, John Drucker - Home john.druc...@verizon.net 
 wrote:
 
 Todd,  How old are the smoke alarms ?, at 10 yrs. their due for replacement
 anyway.
 
 As I commented earlier, a prescriptive way to solve the issue.
 
 John Drucker, CET
 Fire Protection Subcode Official
 Fire / Building / Electrical Inspector
 New Jersey
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Todd -
 Work
 Sent: Wednesday, May 29, 2013 4:25 PM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: 13R local alarm
 
 The FM asked for the sprinkler alarms to be connected to ring the smoke
 detectors. I asked if a separate bell would be acceptable. The present
 system is essentially residential hard wired smokes. I'm not sure if all of
 the devices in each unit go off when one activates. There is no
 annunciation. I don't think the detectors are wired to accept additional
 input, so the entire system would have to be replaced if we have to
 interconnect. Right now they are not being asked to upgrade the alarms and
 this is not a town with a wimpy fire marshal.
 
 The alarm system is beyond my contract and the drawing notes state so. That
 is a can of worms I will let someone else open.
 
 Todd G Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 www.fpdc.com
 
 On May 29, 2013, at 3:07 PM, Tom Duross tduro...@comcast.net wrote:
 
 We had a local town home rule go into effect 15+ years ago requiring 
 sprinklers in anything 3+ units substantially renovated but it 
 forgot to mention annunciation (also forgot water supply).  Many slick 
 property owners got together and sued and after the dust settled, it 
 was decided to put an electric bell in the stair lobby or main lobby 
 of each unit plus the outside.  No formal fire alarm was required.
 I've done the accessory relay to wire a dry contact to a 3 wire 120 
 vac smoke circuit but it voids the listing of the smokes, or did (been 
 many years).
 These days Todd, I don't know how you could install a sprinkler system 
 under current MA code and not have to install a formal 72 FA.  3 units 
 or more requires supervision and central station in MA.
 TD
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of 
 Mike Henke
 Sent: Wednesday, May 29, 2013 11:43 AM
 To: sprinklerforum@lists.firesprinkler.org; 
 sprinklerfo...@firesprinkler.org
 Subject: RE: 13R local alarm
 
 It may be possible to activate both the smoke alarms and a separate 
 waterflow alarm.
 The flowswitch should have 2 sets of contacts.
 One switch can activate a local alarm such as the 120 vac mini horn 
 The other switch may be able to activate the smoke alarms.
 
 This would provide the additional signal for waterflow so it wouldn't 
 be confused with burnt toast.
 
 You probably have to contact the detector manufacturer to see how and 
 if the detectors can be activated from a separate switch. They may 
 have a separate module for this.
 There are some products on the market for this such as Firex but I 
 don't know if they universally work with all makes and models of smoke
 alarms.
 There was also a carrier frequency device made by Cepco products for this.
 
 Regards,
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Re: Moving building

2013-05-26 Thread George Church
If these are modular homes its likely cpvc that isn't going anywhere. 

Sent from my iPhone

On May 25, 2013, at 11:46 PM, Ron Greenman rongreen...@gmail.com wrote:

 Whether or not the system would sway during moving would be dependent on
 how it's currently installed. If in earthquake country it wouldn't sway
 since it would be braced against seismic events. Pre-fabs are designed to
 be moved so swaying is minimized by sway bracing or hung in such a way as
 to compensate.
 
 
 On Sat, May 25, 2013 at 8:35 PM, David Canham dcan...@firesys.com wrote:
 
 They put the sprinklers in off site for manufactured buildings all the
 time, is this that different? All the other trades get installed before
 shipping as well.   I was doing some work for a company a whole back that
 built all the building in there factory and they had sprinklers installed
 during fabrication then shipped the units to the site for final assembly.
 They connected piping from one module to the next in the field. It seemed
 to work fine. All calculations were done based on the local supply.
 Plumbing and gas was done the same way. Drop it on the foundation and
 connect the utilities.
 
 David Canham
 Fire Systems Solutions
 
 Sent from my iPhone
 
 On May 25, 2013, at 4:57 PM, Todd - Work t...@fpdc.com wrote:
 
 In addition to those, my concern would be that if the pipe is suspended
 from the structure, it will probably sway back and forth during the move
 and could possibly damage heads or pipe.
 
 Todd G Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 www.fpdc.com
 
 On May 25, 2013, at 12:54 PM, Douglas Hicks fire...@eoni.com wrote:
 
  An account is moving a pre-fab building.  The occupancy is classrooms
 and office space.  They want us to disconnect and connect the sprinkler
 piping in the attic.  But, as I am considering this, I keep coming up with
 more concerns.  Some of which, in not particular order,  are:
 1. They will need to have a FPE run the supply calcs for the new
 location.
 2. The standard will be NFPA 13-2013, which will require a pit, an FDC,
 backflow devices, and a way to perform a Full Flow Test.  I think I should
 have someone experienced in underground do all that.
 3. The present water supply comes into the building from the floor.
 Should we disconnect and remove the riser to protect it from damage during
 transport?
 4. The area has a history of water deposits in piping.  When we lived
 in that town, I would reverse flush the potable water lines using air.  I
 was  amazed at the debris that came out of the water piping. As a result, I
 never had the low water pressure my neighbors had, nor did I need to
 replace the piping.   I think the sprinkler piping should be flushed prior
 to shutting off the water and draining the piping.
 5. After the building is in place, the piping will need to be
 assembled.  I do not know if the attic piping is steel or plastic, I expect
 plastic.  Whatever the material, I think a hydro-test is a good idea.
 
 Any other suggestions?
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 Instructor
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 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:
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Re: calc procedure logic

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

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

Sent from my iPhone

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

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

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

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

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

Glc

Sent from my iPhone

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

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

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

Sent from my iPhone

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

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

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

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


Sent from my iPhone

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

 You are confusing velocity with vector.  Same head at 50 psi doesn't go much 
 farther.  
 
 Go grab a head and take  a match to it.  The link surely clears.  The cap if 
 upright stays.  If pendant gravity takes care of it.  Then you can see how 
 little it takes to clear the cap. 
 
 Why 7 psi?  Why 52,000 sq.ft.? Why 1-12 The list is far too long. 
 
 Chris Cahill, PE*
 Senior Fire Protection Engineer, Aviation  Facilities Group
 Burns  McDonnell
 8201 Norman Center Drive
 Bloomington, MN 55437
 Phone:  952.656.3652
 Fax:  952.229.2923
 ccah...@burnsmcd.com
 www.burnsmcd.com
 
 Proud to be one of FORTUNE's 100 Best Companies to Work For
 *Registered in: MN
 
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org 
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Brad 
 Casterline
 Sent: Tuesday, May 21, 2013 8:54 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: calc procedure logic
 
 Thanks John. Assuming that is true, we could say a 1/2 head at 7 psi throws 
 7'-6 each way. At 7 psi the water hits the deflector going 32.26 ft/sec.
 v=SQRT(2gh). At 6 psi it would be going 29.87 ft/sec, and would throw 6'-11
 each way.
 
 -Original Message-
 From: John O'Connor [mailto:jocon...@nfspk.com]
 Sent: Tuesday, May 21, 2013 8:37 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: calc procedure logic
 
 The 7.0 PSI end head minimum pressure was never intended to kick out the 
 links, seat etc, but to develop the minimum spray pattern required to deliver 
 the specified density.
 John O'Connor
 National Fire Sprinklers, Inc.
 Nashville TN
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of 
 mphe...@aerofire.com
 Sent: Tuesday, May 21, 2013 8:31 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: calc procedure logic
 
 Wouldn't it depend on the application rate, area of protection and orifice 
 size?
 Mark at Aero
 
 - Original Message -
 From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
 Sent: Tuesday, May 21, 2013 01:03 PM
 To: sprinklerforum@lists.firesprinkler.org
 sprinklerforum@lists.firesprinkler.org
 Subject: calc procedure logic
 
 Would the 7 psi minimum operating pressure from NFPA 13 Calculation Procedure 
 apply to open head deluge, since the operating parts have already been 
 ejected clear of the frame and deflector by a ball-peen hammer?
 
 
 
 Brad Casterline, NICET IV
 
 Fire Protection Division
 
 
 
 FSC, Inc.
 
 P: 913-722-3473
 
 bcasterl...@fsc-inc.com
 
 www.fsc-inc.com
 
 
 
 Engineering Solutions for the Built Environment
 
 
 
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Re: NFPA 22 2013 Water storage re-fill time.

2013-05-17 Thread George Church
Owner can have an agreement with one (or more) local tanker company to respond 
with x number of trucks to fill in 8. Heckuva lot cheaper than redundant or 
double sized tank. 

This should qualify as a means to fill in 8.

Sent from my iPhone

On May 17, 2013, at 9:50 AM, Morey, Mike mo...@bmwc.com wrote:

 From NFPA 22 2012:
 14.4.1 A permanent pipe connected to a water supply shall be provided to fill 
 the tank, except as provided in 14.4.1.1. 
 
 14.4.1.1 Where a permanent water supply is not available to refill the tank, 
 an approved plan shall be permitted for manually refilling the tank.
 
 14.4.1.2 During the time that the tank does not have sufficient capacity to 
 meet the demand of the fire protection system(s), the impairment procedures 
 of NFPA 25 shall be followed.
 
 I would suggest maybe you consider (required supply GPM for NFPA duration) - 
 (flow rate of filling source x 8 hr) reserve water in your pond which all but 
 mitigates these requirements anyways, since it sounds like expanding the pond 
 isn't out of the question.  In which case your plan would be if we have a 
 fire within 3 days of the first fire we'll hire a company to truck in water 
 and evacuate and impair the building per NFPA 25 until the water arrives and 
 then file that plan away under things that will probably never happen, but 
 just in case.
 
 
 Mike Morey, SET, CFPS
 Sprinkler Designer
 BMW Constructors, Inc.
 O: 317.651.0596 | C: 317.586.8111
 www.bmwc.com http://www.bmwc.com/ 
 
 
 
 
 From: sprinklerforum-boun...@lists.firesprinkler.org on behalf of Brad 
 Casterline
 Sent: Fri 5/17/2013 9:13 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: NFPA 22 2013 Water storage re-fill time.
 
 
 
 Thanks Bruce. It is truly out in the sticks. 35 GPM well pump. The designer
 is thinking if he made the pond capacity 300,000 gallons, after a 150,000
 gallon fire event the required water would be restored in no time,
 literally, but it would take 3 days to re-fill the 'tank', and the book says
 8 hours max. (the tank A and tank B scenario was my idea, as a way of posing
 what I was concerned about). I don't know quite what to think yet, just glad
 I am not an A.H.J. :)
 
 -Original Message-
 From: bver...@comcast.net [mailto:bver...@comcast.net]
 Sent: Thursday, May 16, 2013 5:17 PM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: NFPA 22 2013 Water storage re-fill time.
 
 Brad,
 
 If this tank sits in a place with municipal water, but still needs a tank, I
 would say you need to design for 8-hrs.
 
 Start of what if's...
 
 ...What if water department will only allow a rate of fill that is 12-hours.
 Document well (no pun), and fill tank in twelve.
 
 ...What if you are truly in the sticks, and you only have, and can only get,
 a 20 gpm well. I think some sort of minimal tank for back up, or rent
 temporary tank system during major schedule maintenance, and live within
 your means.
 
 Of course, restrict activites during this time.
 
 While you tank is down is not the time for hot work to support new
 equipment.
 
 bv
 From: Brad Casterline bcasterl...@fsc-inc.com
 To: sprinklerforum@lists.firesprinkler.org
 Sent: Thursday, May 16, 2013 11:42:59 AM
 Subject: RE: NFPA 22 2013 Water storage re-fill time.
 
 ok good, now then, if you are/were an A.H.J., how would you answer this
 question: How much time do we get to be able to re-fill a water storage
 tank in 8 hours? for example, 150,000 gallon capacity for demand*duration,
 say tank A, from which the pump takes suction. Now we build a twin tank B,
 and connect to tank A with 8 pipe with a shut-off valve normally closed.
 There is an event and tank A runs dry. We open the shut-off valve and tank A
 
 is re-filled in about 18 minutes. The well pump then starts refilling tank
 B, which will take 3 days. So the question is how much time do we get to be
 
 able to re-fill the tank within in 8 hours?.
 
 -Original Message-
 From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
 Sent: Thursday, May 16, 2013 8:18 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: NFPA 22 2013 Water storage re-fill time.
 
 asking for a co-worker:
 
 
 
 1) Why are water storage tanks required to be re-filled in 8 hours?
 
 2) Would the requirement apply to ponds (man-made with liner in this case)?
 
 3) Are there any alternatives to the requirement?
 
 
 
 (the pond is large and filled by a well pump with a pumping rate that would
 take more than 8 hours)
 
 
 
 many thanks,
 
 
 
 Brad Casterline, NICET IV
 
 Fire Protection Division
 
 
 
 FSC, Inc.
 
 P: 913-722-3473
 
 bcasterl...@fsc-inc.com
 
 www.fsc-inc.com
 
 
 
 Engineering Solutions for the Built Environment
 
 
 
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Re: Ah Yes.... Velocity....

2013-05-13 Thread George Church
Written by one of those Terp FPEs, right? 

Sent from my iPhone

On May 13, 2013, at 6:21 PM, Sprinkler Academy - C Bilbo 
prodesigngr...@msn.com wrote:

 There was once a white paper that discussed Porches and Tractors when it came 
 to Velocities...
 
 From: rhugg...@firesprinkler.org
 Subject: Re: Exposed threads
 Date: Mon, 13 May 2013 13:45:02 -0700
 To: sprinklerforum@lists.firesprinkler.org
 
 Just like the velocity limit of  32ft/s rule.  Never was valid but often 
 enforced with great zeal.
 
 Roland
 
 
 Roland Huggins, PE - VP Engineering
 American Fire Sprinkler Assn.   ---  Fire Sprinklers Saves Lives
 Dallas, TX
 http://www.firesprinkler.org
 
 
 
 
 
 On May 13, 2013, at 1:34 PM, John O'Connor jocon...@nfspk.com wrote:
 
 It is amazing
 how some rules get hatched and live forever, only to be expanded upon as if
 the original came down from Mt. Sinai.
 John O'Connor
 
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Re: Response times to system deficiencies

2013-05-11 Thread George Church
I've had to follow 25 when replacing at diesel pump. Royal PIA even for a Spkr 
geek.

Sent from my iPhone

On May 7, 2013, at 11:58 AM, Roland Huggins rhugg...@firesprinkler.org 
wrote:

 Obviously there's nothing in 13 since that's an installation standard.  The 
 main point is that there is no definitive timeline in NFPA 25.  You may want 
 t look at the ROP and ROC since this issue was proposed and rejected by the 
 TC.  There is a NITMAM on it but the likelihood of it being added to 25 is 
 about 1%. The reason nothing is added is that 25 already addresses it and if 
 the current process is ignored what good will saying fix within 48 hrs or 2 
 weeks etc?  
 
 If it is a serious deficiency, then it's an impairment.  If it's an 
 impairment, then chap 15 is suppose to be activated.  Notifying the fire dept 
 and insurance carrier, evacuating the building or assigning a fire watch etc 
 etc should minimize the duration before repairs (IF THE PROCESS IS FOLLOWED).
 
 Roland
 
 
 On May 6, 2013, at 12:39 PM, Morey, Mike mo...@bmwc.com wrote:
 
 I swear this was written down somewhere but I can't seem to find it at the 
 moment.  I'm looking for NFPA 13/25/72 and/or IFC guidelines that address 
 how long one has to address a deficiency based on it's severity.  We work 
 with a single client, but their operations are split up into dozens of 
 areas that are in effect other clients.  We have some resistance when it 
 comes to scheduling and we're trying to build clearer and backed by code (or 
 at least an authoritative source) guidelines for how long maintenance work 
 can wait.  Some of the maintenance in question is piddly little stuff, but 
 some of it is pretty serious and we'd like to better qualify how we respond. 
  I'm not real concerned about edition of the code, I have access to the last 
 15 years or so but recent editions are preferable.
 
 Thanks in advance, 
 Mike Morey, SET, CFPS
 Sprinkler Designer
 BMW Constructors, Inc.
 O: 317.651.0596 | C: 317.586.8111
 www.bmwc.com http://www.bmwc.com/ 
 
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Re: K-Factor

2013-05-11 Thread George Church
Back in the 80s I called CSC to ask how to figure it since we had just put a 5' 
tall sprinkler atop the building. They said they are determined empirically, 
lending support to Roland. 

Glc

Sent from my iPhone

On May 7, 2013, at 11:30 AM, Roland Huggins rhugg...@firesprinkler.org 
wrote:

 In support of the teacher of the hole, even the listing labs assign the 
 k-factor empirically verses calculating it. (and leave his balloon alone too…)
 
 Roland
 
 On May 6, 2013, at 1:07 PM, Sprinkler Academy - C Bilbo 
 prodesigngr...@msn.com wrote:
 
 and none of the math can be applied because neither you, nor I, nor anyone 
 else has enough information (save the savvy sprinkler manufacturer) to 
 actually perform the correct math for a sprinkler application.  (Pay no 
 attention to the man behind the curtain...)
 
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Re: Soap box

2013-05-02 Thread George Church
David Sornsin wrote me after my week in the ICU Feb'12 that he assumed all the 
nurses were now sprinkler advocates and I was laying in bed in my convention 
uniform of khakis, blue button down and blazer. 
So Cathy brought the shirt and blazer for me to wear home, and Cecil got some 
pics we sent Dave to think that was my hospital garb. Was told I was best 
dressed departing patient in a wheelchair they'd ever had. 

Gotta tell ya there are some genuinely wonderful folks on this Forum. I already 
knew that, but when I got sick there was a lot of confirmation of it. Thanks to 
all of you for being yourselves. 

Glc

Sent from my iPhone

On May 1, 2013, at 5:18 PM, Ron Greenman rongreen...@gmail.com wrote:

 Stay on that box George.
 
 
 On Wed, May 1, 2013 at 1:56 PM, George Church g...@rowesprinkler.com wrote:
 
 That well-rounded education is very useful in the workplace. Like the
 NICET testing forcing us to look at various segments of the industry and
 see it presented in a complete set of pipe charts. One sees all available
 so if someone brings up or specs on something OTHER than what we all use-
 sch 40, thread able LW, 10 and 7, galv and cpvc, your guy doesn't claim the
 stuff doesn't exist or isn't relatively easy to get- and the be told the
 plumber has a mile of it to install, 1,000 ft in stock on third floor
 lockup. Prevents looking stupid.
 Another benefit is knowing how to gently stop folks from doing something
 stupid. Saw a guy that always designs to the latest NFPA s on a linked in
 page of bitching about NICET, and using old editions. We all should know to
 design to (ok PC- layout to...) the adopted standard since that's what is
 basis of design. '99 13 for CMS/DOH work.
 There's so much well- roundedness gives u. Knowing resi and QR heads
 performance relative to SR so when a fire official with large badge says he
 has dragged bodies out of sprinklered buildings (while in front of the
 owner and etc) you can respond that these must have been older with SR
 heads where we don't expect to save the guy in the room of origin. He
 acquiesced and we did what we were hired to do. Bit more to it but we put
 him in his place After months of delay.
 
 So formal presentation of our materials is important and you don't get it
 because of the number of decades you work.
 
 I SO wanted to ask this guy if his boss ever objected to him applying more
 restrictive (costly) solutions that may be in the adopted (contracted?)
 edition? Didn't code officials object to wrong edition? Did u submit to DOH
 using 2012 instead of CMS's 1999?
 
 I can't help but wonder why the quantum difference in level of getting
 it between this forum and linked in wild cards. They frankly scare the
 heck out of me. I'm designing a tunnel and tank farm project that's 920,00
 sq meters and 50 Meters tall. Water or foam better, and do we need fire
 alarm?
 That's a job for an FPE relaying criteria and additional support to a
 level 4 with a team of 2s and 3s. Not a newbie. And that's just to
 translate!
 
 Chemo done, soapbox off and enjoy watching my daughter abuse the clutch in
 the TR6. Thanks for reading.
 
 Sent from my iPhone
 
 On May 1, 2013, at 1:09 PM, Sprinkler Academy - C Bilbo 
 prodesigngr...@msn.com wrote:
 
 Todd, The Standard Spray sprinkler was researched and began being used
 in the late 40's on FM insured projects.  The conventional sprinkler
 remained the sprinkler of choice in NFPA 13 until the 1955 edition.  The
 research done by FM convinced the committee of the superior effectiveness
 of standard spray sprinklers in most buildings being built at that time.
 Credit Dr. Bryan (many on this forum know him as Prof) in his book,
 Standpipes and Sprinkler Systems for the info.  This is a textbook for the
 SST students at Parkland College.  And the dates discussed here are part of
 their general knowledge curriculum.
 
 It should be recognized that the above is my opinion as a member of the
 NFPA 13 Committee, and has not been processed as a formal interpretation in
 accordance with the NFPA Regulations Governing Committee Projects and
 should therefore not be considered, nor relied upon, as the official
 position of the the NFPA, nor any of their technical committees.
 
 Sincerely,
 
 
 Cecil Bilbo
 Academy of Fire Sprinkler Technology
 Champaign, IL
 217.607.0325
 www.sprinkleracademy.com
 
 ce...@sprinkleracademy.com
 
 
 
 OUR STUDENTS SAVE LIVES!!
 
 
 Subject: Re: Old style deflector
 From: t...@fpdc.com
 Date: Wed, 1 May 2013 12:44:50 -0400
 To: sprinklerforum@lists.firesprinkler.org
 
 No real question other than that. I was in a building with different
 varieties of sprinklers and they all claim to be from 1954. There was one
 section with some sprinklers with the old style small deflector (in both
 pendent and upright) and was wondering if they made that design as late as
 1954.
 
 Todd G Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 www.fpdc.com
 
 On May 1, 2013, at 10:57 AM, Ron

Re: check valves on dry standpipes

2013-05-02 Thread George Church
Bet the FF get soaked since they expect that check is in place like every other 
fdc they've seen. 

I did a manual dry in mid80s buried in interior pilasters, protected by heat, 
and put supervisory water in it for supervision, so needed the check. 

Glc

Sent from my iPhone

On May 2, 2013, at 8:59 AM, Cahill, Christopher ccah...@burnsmcd.com wrote:

 While back feeding is true they wouldn't take the hose off until they bled 
 down the hose.  Each connection off a fire truck has a bleed valve.  With no 
 check they'll just need to bleed the hose and volume of the standpipe.  I 
 don't see the big deal either way.  I didn't read the Code though so don't 
 take that as analysis one is needed or not. 
 
 Chris Cahill, PE*
 Senior Fire Protection Engineer, Aviation  Facilities Group
 Burns  McDonnell
 8201 Norman Center Drive
 Bloomington, MN 55437
 Phone:  952.656.3652
 Fax:  952.229.2923
 ccah...@burnsmcd.com
 www.burnsmcd.com
 
 Proud to be one of FORTUNE's 100 Best Companies to Work For
 *Registered in: MN
 
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org 
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Bobby 
 Gillett
 Sent: Thursday, May 02, 2013 7:54 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: check valves on dry standpipes
 
 My only thought is when the fire department disconnects their hoses the water 
 can come back through the FDC - some people may still install single clapper 
 FDC's not thinking ahead or the clappers could stick or malfunction as well. 
 
 Greg - in your case I could understand not needing one, other than the fact 
 it is required. I would check with the AHJ and see if they will agree with 
 you, then you are covered. 
 
 Bobby Gillett
 Sr. Project Manager
 Key Fire Protection, Inc.
 (731) 424-0130 office  (731) 424-9285 fax
 (731) 267-4853 cell
 www.keyfireprotection.com
 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of John
 Denhardt
 Sent: Thursday, May 02, 2013 7:40 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: check valves on dry standpipes
 
 That is very interesting.  I wonder what is the reason one is required?
 
 Steve?
 
 John August Denhardt, P.E., FSFPE
 Strickland Fire Protection Incorporated
 5113 Berwyn Road
 College Park, Maryland 20740
 Office Telephone Number:  301-474-1136
 Mobile Telephone Number:  301-343-1457
 FIRE SPRINKLERS SAVE LIVES - Can you live without them?
 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Bobby
 Gillett
 Sent: Thursday, May 02, 2013 7:07 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: check valves on dry standpipes
 
 We did a manual dry in a parking garage a few years ago, I asked this
 question to the local AHJ and he did require one. NFPA 14 (2013) - 6.4.2
 requires one.
 
 Bobby Gillett
 Sr. Project Manager
 Key Fire Protection, Inc.
 (731) 424-0130 office  (731) 424-9285 fax 
 (731) 267-4853 cell
 www.keyfireprotection.com
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of Greg
 McGahan
 Sent: Wednesday, May 01, 2013 10:01 PM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: check valves on dry standpipes
 
 T
 hanks - that makes three!~!
 
 
 On Wed, May 1, 2013 at 8:45 PM, John Denhardt
 jdenha...@stricklandfire.comwrote:
 
 Agree with you.  No check valves required.
 
 Fire sprinklers save lives
 
 Sent from my iPad
 
 On May 1, 2013, at 9:44 PM, Charles Thurston charl...@mbfsg.com wrote:
 
 Hello Greg,
 
 Is it a Manual Dry system?  If so we do not and the AHJs in the area
 see no reason to.
 
 Wednesday, May 1, 2013, 9:38:18 PM, you wrote:
 
 Are you required to put check valves on FDC's supplyign dry standpipe
 systems such as on docks etc?
 
 Thanks,
 
 
 
 
 
 --
 Best regards,
 Charlesmailto:charl...@mbfsg.com
 
 ___
 Sprinklerforum mailing list
 Sprinklerforum@lists.firesprinkler.org
 http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org
 ___
 Sprinklerforum mailing list
 Sprinklerforum@lists.firesprinkler.org
 http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org
 
 
 
 -- 
 Greg McGahan
 Living Water Fire Protection, LLC http://www.livingwaterfp.com
 1160 McKenzie Road
 Cantonment, FL 32533
 850-937-1850
 fax 850-937-1852
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 -
 No virus found in this message.
 Checked by AVG - www.avg.com
 Version: 2013.0.3272 / Virus Database: 

Re: Old style deflector

2013-05-01 Thread George Church
That well-rounded education is very useful in the workplace. Like the NICET 
testing forcing us to look at various segments of the industry and see it 
presented in a complete set of pipe charts. One sees all available so if 
someone brings up or specs on something OTHER than what we all use- sch 40, 
thread able LW, 10 and 7, galv and cpvc, your guy doesn't claim the stuff 
doesn't exist or isn't relatively easy to get- and the be told the plumber has 
a mile of it to install, 1,000 ft in stock on third floor lockup. Prevents 
looking stupid. 
Another benefit is knowing how to gently stop folks from doing something 
stupid. Saw a guy that always designs to the latest NFPA s on a linked in page 
of bitching about NICET, and using old editions. We all should know to design 
to (ok PC- layout to...) the adopted standard since that's what is basis of 
design. '99 13 for CMS/DOH work. 
There's so much well- roundedness gives u. Knowing resi and QR heads 
performance relative to SR so when a fire official with large badge says he has 
dragged bodies out of sprinklered buildings (while in front of the owner and 
etc) you can respond that these must have been older with SR heads where we 
don't expect to save the guy in the room of origin. He acquiesced and we did 
what we were hired to do. Bit more to it but we put him in his place After 
months of delay. 

So formal presentation of our materials is important and you don't get it 
because of the number of decades you work. 

I SO wanted to ask this guy if his boss ever objected to him applying more 
restrictive (costly) solutions that may be in the adopted (contracted?) 
edition? Didn't code officials object to wrong edition? Did u submit to DOH 
using 2012 instead of CMS's 1999?

I can't help but wonder why the quantum difference in level of getting it 
between this forum and linked in wild cards. They frankly scare the heck out of 
me. I'm designing a tunnel and tank farm project that's 920,00 sq meters and 
50 Meters tall. Water or foam better, and do we need fire alarm?
That's a job for an FPE relaying criteria and additional support to a level 4 
with a team of 2s and 3s. Not a newbie. And that's just to translate!

Chemo done, soapbox off and enjoy watching my daughter abuse the clutch in the 
TR6. Thanks for reading. 

Sent from my iPhone

On May 1, 2013, at 1:09 PM, Sprinkler Academy - C Bilbo 
prodesigngr...@msn.com wrote:

 Todd, The Standard Spray sprinkler was researched and began being used in the 
 late 40's on FM insured projects.  The conventional sprinkler remained the 
 sprinkler of choice in NFPA 13 until the 1955 edition.  The research done by 
 FM convinced the committee of the superior effectiveness of standard spray 
 sprinklers in most buildings being built at that time.  Credit Dr. Bryan 
 (many on this forum know him as Prof) in his book, Standpipes and Sprinkler 
 Systems for the info.  This is a textbook for the SST students at Parkland 
 College.  And the dates discussed here are part of their general knowledge 
 curriculum.
 
 It should be recognized that the above is my opinion as a member of the NFPA 
 13 Committee, and has not been processed as a formal interpretation in 
 accordance with the NFPA Regulations Governing Committee Projects and should 
 therefore not be considered, nor relied upon, as the official position of the 
 the NFPA, nor any of their technical committees. 
 
 Sincerely,
 
 
 Cecil Bilbo 
 Academy of Fire Sprinkler Technology
 Champaign, IL
 217.607.0325
 www.sprinkleracademy.com
 
 ce...@sprinkleracademy.com
 
 
 
 OUR STUDENTS SAVE LIVES!!
 
 
 Subject: Re: Old style deflector
 From: t...@fpdc.com
 Date: Wed, 1 May 2013 12:44:50 -0400
 To: sprinklerforum@lists.firesprinkler.org
 
 No real question other than that. I was in a building with different 
 varieties of sprinklers and they all claim to be from 1954. There was one 
 section with some sprinklers with the old style small deflector (in both 
 pendent and upright) and was wondering if they made that design as late as 
 1954.
 
 Todd G Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 www.fpdc.com
 
 On May 1, 2013, at 10:57 AM, Ron Greenman rongreen...@gmail.com wrote:
 
 What's the rest of the question Todd?
 
 
 On Wed, May 1, 2013 at 7:55 AM, Thomas Watt 
 firesprinklerssaveli...@gmail.com wrote:
 
 Someone in this group is likely to have the answer and an example to prove
 it.
 https://www.facebook.com/Collecting.Old.Fire.Sprinkler.Heads
 
 
 On Wed, May 1, 2013 at 10:16 AM, Todd Williams t...@fpdc.com wrote:
 
 Did they make heads for regular use with the old small deflector in 1954?
 
 Todd G Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 860-535-2080
 www.fpdc.com
 
 ___
 Sprinklerforum mailing list
 Sprinklerforum@lists.firesprinkler.org
 http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org
 ___
 

Re: Home sprinkler mandate in MN

2013-04-30 Thread George Church
Compare MD for including a lot more sprinklered homes. 

Wouldn't it be great to get $9,000 for a 13d tank and pump?

The list gets bigger, my tolerance already gone with the politics of money in 
PA's Act 1 to get rid of pesky sprinklers. 

And they know they are lying. I can't call these half truths. 

Glc

Sent from my iPhone

On Apr 30, 2013, at 1:26 PM, bver...@comcast.net bver...@comcast.net wrote:

 How safe is very safe? How far is far? 
 
 The one true implied item is that fire fatalities are drastically different 
 state to state, or region to region. Compare GA to MN. 
 
 bv 
 
 - Original Message -
 From: Ryan Hinson rhin...@burnsmcd.com 
 To: sprinklerfo...@firesprinkler.org 
 Sent: Tuesday, April 30, 2013 8:44:05 AM 
 Subject: Home sprinkler mandate in MN 
 
 FYI Here is a chain email letter being sent out by the builder's association 
 in MN regarding the eminent vote on the home sprinkler mandate. There are a 
 lot of lies in there. How do these people sleep at night? 
 
 Take Action: Contact the 10 Conference Committee members by calling or 
 clicking on their linked email addresses above. You can use the example email 
 below or compose your own message. 
 
 Example Email: 
 
 Subj: Vote No on Mandatory Indoor Sprinkler System for MN Homes 
 
 Dear , 
 
 I'm a Minnesotan who works in the homebuilding industry. I strongly support 
 the provision in the Omnibus Jobs and Economic Development Finance bill which 
 prohibits a mandate for home sprinkler systems in our state's building code. 
 Newly built homes in Minnesota are a national model for fire safety where 
 fire deaths have virtually disappeared. There are other important factors I'd 
 ask you to consider: 
 
 * The housing industry plays a critical role in the state's ongoing economic 
 recovery. 
 * Coming out of the recession, consumers are very price-sensitive. 
 * The cost of meeting the home sprinkler mandate is approximately $2.00 per 
 square foot, and twice that for homes with well water. For a 4,500 square 
 foot (unfinished) home, this adds $9,000 -$18,000 to the cost of purchase. 
 * Once installed, a sprinkler system requires more rigorous testing and 
 maintenance than an equally-effective hard-wired smoke alarm system, further 
 increasing costs for homeowners. 
 * The potential impact of a false positive is also significant - while a 
 false alarm for a smoke detector awakens the family, with a sprinkler system 
 the house is flooded. 
 
 If new home safety was a significant concern in Minnesota today, we would 
 join the groups who are interested in this mandate. However, based on any 
 independent data, Minnesota is a very safe state for new and remodeled homes. 
 Asking families to pay thousands more dollars for their home in an effort to 
 mitigate a negligible risk is contrary to the policy and purpose of the 
 current building code, which states: 
 
 The construction of buildings should be permitted at the least possible cost 
 consistent with recognized standards of health and safety. 
 
 Please support the Senate language on this issue, we look forward to a 
 building code free of a home indoor sprinkler system mandate. 
 
 Sincerely, 
 Your Name, Company Name 
 
 End example 
 
 Let the lightning bolts begin... 
 
 Ryan L. Hinson, PE*, SET 
 Senior Fire Protection Engineer, Aviation  Federal Group, 
 PI GP Liaison 
 Burns  McDonnell 
 Minneapolis-St. Paul Office 
 8201 Norman Center Drive, Suite 300 
 Bloomington, MN 55437 
 Direct: 952-656-3662 
 Mobile: 320-250-5404 
 Fax: 952-229-2923 
 www.burnsmcd.comBLOCKED::www.burnsmcd.com 
 *Registered in MN 
 
 
 Proud to be #18 of FORTUNE'S 100 Best Companies to Work For 
 
 ___ 
 Sprinklerforum mailing list 
 Sprinklerforum@lists.firesprinkler.org 
 http://lists.firesprinkler.org/listinfo.cgi/sprinklerforum-firesprinkler.org 
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Re: Home sprinkler mandate in MN

2013-04-30 Thread George Church
Is there a truth on advertising law that could lead to cease and resist?

Sent from my iPhone

On Apr 30, 2013, at 1:48 PM, James McHugh jmch...@testandrain.com wrote:

 ...Minnesota are a national model for fire safety where fire deaths
 have virtually disappeared tell that to the 50 families in 2012 and 8
 so far this year that lost family members in fires in MN
 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of
 bver...@comcast.net
 Sent: Tuesday, April 30, 2013 1:27 PM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: Re: Home sprinkler mandate in MN
 
 How safe is very safe? How far is far? 
 
 The one true implied item is that fire fatalities are drastically
 different state to state, or region to region. Compare GA to MN. 
 
 bv 
 
 - Original Message -
 From: Ryan Hinson rhin...@burnsmcd.com
 To: sprinklerfo...@firesprinkler.org
 Sent: Tuesday, April 30, 2013 8:44:05 AM
 Subject: Home sprinkler mandate in MN 
 
 FYI Here is a chain email letter being sent out by the builder's
 association in MN regarding the eminent vote on the home sprinkler
 mandate. There are a lot of lies in there. How do these people sleep at
 night? 
 
 Take Action: Contact the 10 Conference Committee members by calling or
 clicking on their linked email addresses above. You can use the example
 email below or compose your own message. 
 
 Example Email: 
 
 Subj: Vote No on Mandatory Indoor Sprinkler System for MN Homes 
 
 Dear , 
 
 I'm a Minnesotan who works in the homebuilding industry. I strongly
 support the provision in the Omnibus Jobs and Economic Development
 Finance bill which prohibits a mandate for home sprinkler systems in our
 state's building code. Newly built homes in Minnesota are a national
 model for fire safety where fire deaths have virtually disappeared.
 There are other important factors I'd ask you to consider: 
 
 * The housing industry plays a critical role in the state's ongoing
 economic recovery. 
 * Coming out of the recession, consumers are very price-sensitive. 
 * The cost of meeting the home sprinkler mandate is approximately $2.00
 per square foot, and twice that for homes with well water. For a 4,500
 square foot (unfinished) home, this adds $9,000 -$18,000 to the cost of
 purchase. 
 * Once installed, a sprinkler system requires more rigorous testing and
 maintenance than an equally-effective hard-wired smoke alarm system,
 further increasing costs for homeowners. 
 * The potential impact of a false positive is also significant - while a
 false alarm for a smoke detector awakens the family, with a sprinkler
 system the house is flooded. 
 
 If new home safety was a significant concern in Minnesota today, we
 would join the groups who are interested in this mandate. However, based
 on any independent data, Minnesota is a very safe state for new and
 remodeled homes. Asking families to pay thousands more dollars for their
 home in an effort to mitigate a negligible risk is contrary to the
 policy and purpose of the current building code, which states: 
 
 The construction of buildings should be permitted at the least possible
 cost consistent with recognized standards of health and safety. 
 
 Please support the Senate language on this issue, we look forward to a
 building code free of a home indoor sprinkler system mandate. 
 
 Sincerely,
 Your Name, Company Name 
 
 End example 
 
 Let the lightning bolts begin... 
 
 Ryan L. Hinson, PE*, SET
 Senior Fire Protection Engineer, Aviation  Federal Group, PI GP
 Liaison Burns  McDonnell Minneapolis-St. Paul Office
 8201 Norman Center Drive, Suite 300
 Bloomington, MN 55437
 Direct: 952-656-3662
 Mobile: 320-250-5404
 Fax: 952-229-2923
 www.burnsmcd.comBLOCKED::www.burnsmcd.com
 *Registered in MN 
 
 
 Proud to be #18 of FORTUNE'S 100 Best Companies to Work For 
 
 ___
 Sprinklerforum mailing list
 Sprinklerforum@lists.firesprinkler.org
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 .org
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Re: West, TX explosion

2013-04-26 Thread George Church
Hasn't worked for reining in Big Pharma. 
It's all relative and those boys work in billions, not millions
Just the cost of doing business. 

Sent from my iPhone

On Apr 26, 2013, at 2:16 PM, Steve Leyton st...@protectiondesign.com wrote:

 I'm not suggesting that they had sinister intentions, but I'll betcha a
 dollar to a dime that we're gonna find out there were all manner of
 violations and corners cut in their safety program.  They were fined
 $10,000 last summer for safety violations by the U.S. Pipeline and
 Hazardous Materials Safety Administration, but that fine was reduced to
 $5,250 after the company claimed to have made corrections.   Are you
 bleeping kidding me?   5 thousand bucks ain't a pimple on a bear's ass
 to a good sized company.  Here's one thing I'm sure of:  make the fine
 $5,250 for every word in the notice of violation and you'll have an
 actual deterrent effect. 
 
 Steve Leyton
 
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of
 mphe...@aerofire.com
 Sent: Friday, April 26, 2013 10:23 AM
 To: sprinklerforum@lists.firesprinkler.org
 Subject: RE: West, TX explosion
 
 Just to take some of the sinister connotation out of a facility storing
 270 tons or ammonium nitrate (fertilizer), that is only enough to do a
 single springtime application to about 900 acres of hay fields. Based on
 the amount of farming in the midsection of the U S, I'm betting there
 are many, many, and much bigger facilities scattered across rural
 America. 
 Mark at Aero
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of
 Steve Leyton
 Sent: Friday, April 26, 2013 10:00 AM
 To: sprinklerforum@lists.firesprinkler.org;
 sprinklerfo...@firesprinkler.org
 Subject: RE: West, TX explosion
 
 Todd - your numbers aren't exactly right, but there are definitely going
 to be some very compelling questions asked over the next few days and
 weeks.  The plant had 270 tons of ammonium nitrate; Federal law states
 that you must make a declaration to Homeland Security if you keep over a
 ton.   The company apparently did file a disaster plan with the EPA, but
 various reports hint that it was for an airborne release of anhydrous
 ammonia only, and hadn't been updated since 2011.   It has also been
 reported that the company may have made declarations to state and local
 agencies, but this begs the question of why there wasn't a HSA
 declaration and whether or not the good-old-boys network was working to
 facilitate this local business keeping their ammonium nitrate storage
 under wraps, so to speak.   Timothy McVeigh used approximately 2 tons of
 this stuff in OKC; 270 tons is a wee bit more than that.   The family
 that owns this business is obviously in deep voodoo, as are the
 regulatory agencies that missed this - or worse, covered it up.   
 
 Steve Leyton
 
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of
 Steve Mackinnon
 Sent: Friday, April 26, 2013 9:39 AM
 To: sprinklerforum@lists.firesprinkler.org;
 sprinklerfo...@firesprinkler.org
 Subject: RE: West, TX explosion
 
 OMG! 
 
 -Original Message-
 From: sprinklerforum-boun...@lists.firesprinkler.org
 [mailto:sprinklerforum-boun...@lists.firesprinkler.org] On Behalf Of
 Todd - Work
 Sent: Friday, April 26, 2013 12:09 PM
 To: sprinklerfo...@firesprinkler.org
 Subject: West, TX explosion
 
 From reading the latest reports, the fertilizer facility in West, TX
 that exploded had 270 tons of ammonium nitrate on site. They had
 previously told authorities that they had nothing hazardous. They were
 required to file with DHS if they have more than 400 pounds on site and
 only exceeded that by 1350 times. (Don't forget, Timothy McVeigh used a
 lot of that at the OK City bombing). Obviously there is a problem at the
 management level.
 
 So when we evaluate facilities for sprinkler protection, how are people
 handling hazardous materials? As a PE, I will address it one way. If a
 contractor is looking at it in a design/build project, how is that being
 addressed?
 
 Todd G Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 www.fpdc.com
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 .org
 
 
 

Re: QA/QC Pipe Joining Procedures for DOE

2013-01-27 Thread George Church
Or ask if you could have a cc of a previously accepted one? File under freedom 
of info

Sent from my iPhone

On Jan 21, 2013, at 5:48 PM, rfletc...@aerofire.com rfletc...@aerofire.com 
wrote:

 Thanks, I'll check it out.
 
 Ron Fletcher
 Aero Phoenix
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
 Sent: Monday, January 21, 2013 3:40 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: QA/QC Pipe Joining Procedures for DOE
 
 Should of known. More persnickety than NavFac. You know they have a list like 
 this you access. Maybe you can get some guidance there.
 
 Ron Greenman
 ...On the phone
 
 On Jan 21, 2013, at 1:32 PM, rfletc...@aerofire.com wrote:
 
 DOE = dept. or energy. A lack of skooling explains the spilling and grammar.
 
 Ron Fletcher
 Aero Phoneix
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron 
 Greenman
 Sent: Monday, January 21, 2013 10:37 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: QA/QC Pipe Joining Procedures for DOE
 
 Spelling issues? Grammar? If acceptable to NavFac (persnickety 
 bastards at
 best) what else could be objectionable besides your erudition to the 
 department of Education? [?]
 
 On Mon, Jan 21, 2013 at 8:36 AM, rfletc...@aerofire.com wrote:
 
 Does anyone have a Quality Control/Assurance program (paper work) 
 that has been accepted by DOE? The stuff we have used for COE, GSA 
 and NAVFAC projects has been rejected.
 
 Thanks in advance,
 
 Ron Fletcher
 Aero Phoenix
 
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 Sprinklerforum@firesprinkler.org
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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:
 ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC
 
 They are happy men whose natures sort with their vocations. -Francis 
 Bacon, essayist, philosopher, and statesman (1561-1626)
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RE: Wet tents drying at 45'

2013-01-03 Thread George Church
Hung from two corners and suspended vertically
Fresh out of a washing machine.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Wednesday, January 02, 2013 4:13 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Wet tents drying at 45'

Are the tent wet with water only or are there cleaning solutions involved? Are 
they hung vertically like a shirt or would they be hung by 4 corners, creating 
an obstruction to discharge?


At 03:13 PM 1/2/2013, you wrote:
Tent drying is a separately walled off area with insulated panels and 
temperature control. I'm assuming there will be some supports below the BA 
Fans (20' circumference) so there's something to hang the tents from.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Tom Duross
Sent: Monday, December 31, 2012 7:25 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Wet tents drying at 45'

Open floor plan?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Monday, December 31, 2012 3:21 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Wet tents drying at 45'

Ok. 2007 #13, steel joist noncombustible construction, and qualify someone has 
BA Fan interlock off WFS. 
Glc

Sent from my iPhone

On Dec 31, 2012, at 3:17 PM, George Church g...@rowesprinkler.com wrote:

 Here's an unusual one. Tent rental firm, they have a 45' high bay with 
 BA
Fans and floor heat and a couple Unit heaters. They hoist them with wires and 
spread them out. Separate high piled rack storage outside this area, so fuel 
load is just what is hanging. Fire resistant canvass primarily, plus the fun 
of the window panels being a non expanded plastic. 
 Any ideas?
 Glc
 Rowe Sprinkler
 
 Sent from my iPhone
 
 On Dec 28, 2012, at 10:15 PM, Ron Greenman rongreen...@gmail.com
wrote:
 
 Well, a flow switch is hardly an alarm check valve. if it will deform 
 in forward flow it will deform in backward flow. It canot therefore 
 be a check or one-way valve as it can't check flow in either direction.
 
 On Fri, Dec 28, 2012 at 3:52 PM, Sprinkler Academy - C Bilbo  
 prodesigngr...@msn.com wrote:
 
 
 Dude! Show him the pictures in Figure A.8.16.1.1 (2007 edition, 
 similar in
 2010) It shows above the Alarm Check and the control valve. But then 
 it also shows BELOW the Alarm Check and BELOW the DPV on a manifold.
 You show it AFTER a check and Under the Alarm valve just like 
 the pictures in NFPA 13 Congrats, you win.
 
 It should be recognized that the above is my opinion as a member of 
 the NFPA, and has not been processed as a formal interpretation in 
 accordance with the NFPA Regulations Governing Committee Projects 
 and should therefore not be considered, nor relied upon, as the 
 official position of the the NFPA, nor any of their technical
committees.
 
 Sincerely,
 
 
 Cecil Bilbo
 Academy of Fire Sprinkler Technology Champaign, IL
 217.607.0325
 www.sprinkleracademy.com
 
 ce...@sprinkleracademy.com
 
 
 
 OUR STUDENTS SAVE LIVES!!
 
 
 Date: Fri, 28 Dec 2012 13:57:21 -0500
 To: sprinklerforum@firesprinkler.org
 From: t...@fpdc.com
 Subject: RE: FDC location with riser manifold
 
 That has basically been my argument. However, how do I convince him 
 that
 a riser manifold is not an alarm valve?
 
 
 At 12:59 PM 12/28/2012, you wrote:
 2013 edition
 8.16.1.1.3.2A listed backflow prevention device shall be
considered
 a check valve, and an additional check valve shall not be required.
 
 Your FDC is on the system side of the backflow/check valve.
 
 Duane Johnson, PE
 Program Manager
 Division of the Fire Marshal (Contractor) Office of Research 
 Services National Institutes of Health
 301-496-0487
 
 Protecting Science - One Sprinkler at a Time
 
 
 -Original Message-
 From: Todd Williams [mailto:t...@fpdc.com]
 Sent: Friday, December 28, 2012 12:32 PM
 To: sprinklerforum@firesprinkler.org
 Subject: FDC location with riser manifold
 
 I had an AHJ come back with a comment regarding a location of an 
 FDC on
 a system I designed. The system has a single riser. The water main 
 comes into the building approximately 1'-6 AFF. An elbow is 
 installed and the backflow preventer is running horizontally 
 parallel to
the outside wall.
 The main turns vertical after the BFP and rises up at a riser 
 manifold (not
 check) and on to the system. After the BFP, I called for a Tee with 
 one outlet looking up and the other horizontal to the check and FDC.
 For design

RE: Wet tents drying at 45'

2013-01-03 Thread George Church
The tents are (likely) a vinyl-coated polyester scrim so, despite fire 
retardant coating, like FR coating on mattress covers, sounds like Group A 
Uncartoned (exposed) Unexpanded, whether hanging in the drying area or folded 
and stored in the double row rack storage area. 

For those that actually miss the fun of NFPA 231C, try FM DS 8-9. Brings back 
memories, except prelim calcs are easier with today's software and laptops. 


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Thursday, January 03, 2013 11:09 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Wet tents drying at 45'

George,

I don't think there is an easy answer to this. The flame spread rating of the 
tent material would play a big part. Other operations in the space could play 
in to it.  Adds up to a lot of stuff to consider. Sounds like it need a little 
engineering first. My guess from several hundred miles away would be at least 
OH2.

Todd 


At 09:42 AM 1/3/2013, you wrote:
Hung from two corners and suspended vertically Fresh out of a washing 
machine.


George L.  Church, Jr., CET
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Wednesday, January 02, 2013 4:13 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Wet tents drying at 45'

Are the tent wet with water only or are there cleaning solutions involved? Are 
they hung vertically like a shirt or would they be hung by 4 corners, creating 
an obstruction to discharge?


At 03:13 PM 1/2/2013, you wrote:
Tent drying is a separately walled off area with insulated panels and 
temperature control. I'm assuming there will be some supports below the BA 
Fans (20' circumference) so there's something to hang the tents from.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Tom Duross
Sent: Monday, December 31, 2012 7:25 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Wet tents drying at 45'

Open floor plan?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Monday, December 31, 2012 3:21 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Wet tents drying at 45'

Ok. 2007 #13, steel joist noncombustible construction, and qualify someone 
has BA Fan interlock off WFS. 
Glc

Sent from my iPhone

On Dec 31, 2012, at 3:17 PM, George Church g...@rowesprinkler.com wrote:

 Here's an unusual one. Tent rental firm, they have a 45' high bay with 
 BA
Fans and floor heat and a couple Unit heaters. They hoist them with wires and 
spread them out. Separate high piled rack storage outside this area, so fuel 
load is just what is hanging. Fire resistant canvass primarily, plus the fun 
of the window panels being a non expanded plastic. 
 Any ideas?
 Glc
 Rowe Sprinkler
 
 Sent from my iPhone
 
 On Dec 28, 2012, at 10:15 PM, Ron Greenman rongreen...@gmail.com
wrote:
 
 Well, a flow switch is hardly an alarm check valve. if it will deform 
 in forward flow it will deform in backward flow. It canot therefore 
 be a check or one-way valve as it can't check flow in either direction.
 
 On Fri, Dec 28, 2012 at 3:52 PM, Sprinkler Academy - C Bilbo  
 prodesigngr...@msn.com wrote:
 
 
 Dude! Show him the pictures in Figure A.8.16.1.1 (2007 edition, 
 similar in
 2010) It shows above the Alarm Check and the control valve. But then 
 it also shows BELOW the Alarm Check and BELOW the DPV on a manifold.
 You show it AFTER a check and Under the Alarm valve just like 
 the pictures in NFPA 13 Congrats, you win.
 
 It should be recognized that the above is my opinion as a member of 
 the NFPA, and has not been processed as a formal interpretation in 
 accordance with the NFPA Regulations Governing Committee Projects 
 and should therefore not be considered, nor relied upon, as the 
 official position of the the NFPA, nor any of their technical
committees.
 
 Sincerely,
 
 
 Cecil Bilbo
 Academy of Fire Sprinkler Technology Champaign, IL
 217.607.0325
 www.sprinkleracademy.com
 
 ce...@sprinkleracademy.com
 
 
 
 OUR STUDENTS SAVE LIVES!!
 
 
 Date: Fri, 28 Dec 2012 13:57:21 -0500
 To: sprinklerforum@firesprinkler.org
 From: t...@fpdc.com
 Subject: RE: FDC location with riser manifold
 
 That has basically been my argument. However, how do I convince him

RE: Ch 17 NFPA 13 (07ed)

2013-01-03 Thread George Church
Look at 2.3.6.5on pgs 52-53 of FM DS 8-9.  One level IRAS at 5' OC and lower 
the roof storage height to whats shown. A lot easier to protect, and allows up 
to 20' clear. After 20', false ceiling, Equivalency FPE, etc. none of which are 
pretty. 

Assuming AHJ would allow specific FM DS criteria since 13 doesn't. I've rarely 
had a problem. Lots of solutions out there without the blessings of the 13 TC 
and the delay in getting adopted- both in the standard and in your hometown. 
Could u use ATTIC heads if you're under 1989 13 since they weren't out until 
92? On basis of superior performance )vs SSU), itd be stupid to ignore a better 
answer. Ok, badge-heavy sound better than stoopid?


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne Martinez
Sent: Thursday, January 03, 2013 10:58 AM
To: SprinklerFORUM
Subject: Ch 17 NFPA 13 (07ed)

What happens when the clearance from the ceiling to storage exceeds 10ft for 
rack storage of plastic?  Is this outside the scope of NFPA 13?

 

Thanks,

 

Dewayne Martinez

Design Build Fire Protection

262-784-7900 (w)

262-784-8401 (f)

414-349-0468 (cell)

 

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RE: Wet tents drying at 45'

2013-01-02 Thread George Church
Tent drying is a separately walled off area with insulated panels and 
temperature control. I'm assuming there will be some supports below the BA Fans 
(20' circumference) so there's something to hang the tents from.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Tom Duross
Sent: Monday, December 31, 2012 7:25 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Wet tents drying at 45'

Open floor plan?

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Monday, December 31, 2012 3:21 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Wet tents drying at 45'

Ok. 2007 #13, steel joist noncombustible construction, and qualify someone has 
BA Fan interlock off WFS. 
Glc

Sent from my iPhone

On Dec 31, 2012, at 3:17 PM, George Church g...@rowesprinkler.com wrote:

 Here's an unusual one. Tent rental firm, they have a 45' high bay with 
 BA
Fans and floor heat and a couple Unit heaters. They hoist them with wires and 
spread them out. Separate high piled rack storage outside this area, so fuel 
load is just what is hanging. Fire resistant canvass primarily, plus the fun of 
the window panels being a non expanded plastic. 
 Any ideas?
 Glc
 Rowe Sprinkler
 
 Sent from my iPhone
 
 On Dec 28, 2012, at 10:15 PM, Ron Greenman rongreen...@gmail.com
wrote:
 
 Well, a flow switch is hardly an alarm check valve. if it will deform 
 in forward flow it will deform in backward flow. It canot therefore 
 be a check or one-way valve as it can't check flow in either direction.
 
 On Fri, Dec 28, 2012 at 3:52 PM, Sprinkler Academy - C Bilbo  
 prodesigngr...@msn.com wrote:
 
 
 Dude! Show him the pictures in Figure A.8.16.1.1 (2007 edition, 
 similar in
 2010) It shows above the Alarm Check and the control valve. But then 
 it also shows BELOW the Alarm Check and BELOW the DPV on a manifold.
 You show it AFTER a check and Under the Alarm valve just like 
 the pictures in NFPA 13 Congrats, you win.
 
 It should be recognized that the above is my opinion as a member of 
 the NFPA, and has not been processed as a formal interpretation in 
 accordance with the NFPA Regulations Governing Committee Projects 
 and should therefore not be considered, nor relied upon, as the 
 official position of the the NFPA, nor any of their technical
committees.
 
 Sincerely,
 
 
 Cecil Bilbo
 Academy of Fire Sprinkler Technology Champaign, IL
 217.607.0325
 www.sprinkleracademy.com
 
 ce...@sprinkleracademy.com
 
 
 
 OUR STUDENTS SAVE LIVES!!
 
 
 Date: Fri, 28 Dec 2012 13:57:21 -0500
 To: sprinklerforum@firesprinkler.org
 From: t...@fpdc.com
 Subject: RE: FDC location with riser manifold
 
 That has basically been my argument. However, how do I convince him 
 that
 a riser manifold is not an alarm valve?
 
 
 At 12:59 PM 12/28/2012, you wrote:
 2013 edition
 8.16.1.1.3.2A listed backflow prevention device shall be
considered
 a check valve, and an additional check valve shall not be required.
 
 Your FDC is on the system side of the backflow/check valve.
 
 Duane Johnson, PE
 Program Manager
 Division of the Fire Marshal (Contractor) Office of Research 
 Services National Institutes of Health
 301-496-0487
 
 Protecting Science - One Sprinkler at a Time
 
 
 -Original Message-
 From: Todd Williams [mailto:t...@fpdc.com]
 Sent: Friday, December 28, 2012 12:32 PM
 To: sprinklerforum@firesprinkler.org
 Subject: FDC location with riser manifold
 
 I had an AHJ come back with a comment regarding a location of an 
 FDC on
 a system I designed. The system has a single riser. The water main 
 comes into the building approximately 1'-6 AFF. An elbow is 
 installed and the backflow preventer is running horizontally 
 parallel to
the outside wall.
 The main turns vertical after the BFP and rises up at a riser 
 manifold (not
 check) and on to the system. After the BFP, I called for a Tee with 
 one outlet looking up and the other horizontal to the check and FDC.
 For design reasons, this has a significant advantage. The AHJ's 
 contention is that the BFP needs to be taken off above the manifold 
 because that is what is says in NFPA 13. Section 8.16.2.4.2 (1) 
 states it shall be installed on the system side of the system 
 control, check and alarm valves. His contention is that it says a 
 riser manifold is an alarm valve, which requires the FDC to be taken 
 off above. My contention is that since it is not a check valve, then 
 it doesn't make a d
 i
 fference if it is above or below. The AHJ is an NFPA 13
 fundamentalist and if it is not in there, it isn't the truth. Thoughts?
 
 Todd G. Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 860.535.2080
 www.fpdc.com

Wet tents drying at 45'

2012-12-31 Thread George Church
 Here's an unusual one. Tent rental firm, they have a 45' high bay with BA Fans 
and floor heat and a couple Unit heaters. They hoist them with wires and spread 
them out. Separate high piled rack storage outside this area, so fuel load is 
just what is hanging. Fire resistant canvass primarily, plus the fun of the 
window panels being a non expanded plastic. 
Any ideas?
Glc
Rowe Sprinkler

Sent from my iPhone

On Dec 28, 2012, at 10:15 PM, Ron Greenman rongreen...@gmail.com wrote:

 Well, a flow switch is hardly an alarm check valve. if it will deform in
 forward flow it will deform in backward flow. It canot therefore be a check
 or one-way valve as it can't check flow in either direction.
 
 On Fri, Dec 28, 2012 at 3:52 PM, Sprinkler Academy - C Bilbo 
 prodesigngr...@msn.com wrote:
 
 
 Dude! Show him the pictures in Figure A.8.16.1.1 (2007 edition, similar in
 2010) It shows above the Alarm Check and the control valve. But then it
 also shows BELOW the Alarm Check and BELOW the DPV on a manifold.  You show
 it AFTER a check and Under the Alarm valve just like the pictures in
 NFPA 13 Congrats, you win.
 
 It should be recognized that the above is my opinion as a member of the
 NFPA, and has not been processed as a formal interpretation in accordance
 with the NFPA Regulations Governing Committee Projects and should therefore
 not be considered, nor relied upon, as the official position of the the
 NFPA, nor any of their technical committees.
 
 Sincerely,
 
 
 Cecil Bilbo
 Academy of Fire Sprinkler Technology
 Champaign, IL
 217.607.0325
 www.sprinkleracademy.com
 
 ce...@sprinkleracademy.com
 
 
 
 OUR STUDENTS SAVE LIVES!!
 
 
 Date: Fri, 28 Dec 2012 13:57:21 -0500
 To: sprinklerforum@firesprinkler.org
 From: t...@fpdc.com
 Subject: RE: FDC location with riser manifold
 
 That has basically been my argument. However, how do I convince him that
 a riser manifold is not an alarm valve?
 
 
 At 12:59 PM 12/28/2012, you wrote:
 2013 edition
 8.16.1.1.3.2A listed backflow prevention device shall be considered
 a check valve, and an additional check valve shall not be required.
 
 Your FDC is on the system side of the backflow/check valve.
 
 Duane Johnson, PE
 Program Manager
 Division of the Fire Marshal (Contractor)
 Office of Research Services
 National Institutes of Health
 301-496-0487
 
 Protecting Science - One Sprinkler at a Time
 
 
 -Original Message-
 From: Todd Williams [mailto:t...@fpdc.com]
 Sent: Friday, December 28, 2012 12:32 PM
 To: sprinklerforum@firesprinkler.org
 Subject: FDC location with riser manifold
 
 I had an AHJ come back with a comment regarding a location of an FDC on
 a system I designed. The system has a single riser. The water main comes
 into the building approximately 1'-6 AFF. An elbow is installed and the
 backflow preventer is running horizontally parallel to the outside wall.
 The main turns vertical after the BFP and rises up at a riser manifold (not
 check) and on to the system. After the BFP, I called for a Tee with one
 outlet looking up and the other horizontal to the check and FDC. For design
 reasons, this has a significant advantage. The AHJ's contention is that the
 BFP needs to be taken off above the manifold because that is what is says
 in NFPA 13. Section 8.16.2.4.2 (1) states it shall be installed on the
 system side of the system control, check and alarm valves. His contention
 is that it says a riser manifold is an alarm valve, which requires the FDC
 to be taken off above. My contention is that since it is not a check valve,
 then it doesn't make a
  d
 i
  fference if it is above or below. The AHJ is an NFPA 13
 fundamentalist and if it is not in there, it isn't the truth. Thoughts?
 
 Todd G. Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 860.535.2080
 www.fpdc.com
 
 ___
 Sprinklerforum mailing list
 Sprinklerforum@firesprinkler.org
 http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
 ___
 Sprinklerforum mailing list
 Sprinklerforum@firesprinkler.org
 http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
 
 Todd G. Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 860.535.2080
 www.fpdc.com
 
 ___
 Sprinklerforum mailing list
 Sprinklerforum@firesprinkler.org
 http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
 
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 Sprinklerforum mailing list
 Sprinklerforum@firesprinkler.org
 http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
 
 
 
 -- 
 Ron Greenman
 Instructor
 Fire Protection Engineering Technology
 Bates Technical College
 1101 So. Yakima Ave.
 Tacoma, WA 98405
 
 

Re: Wet tents drying at 45'

2012-12-31 Thread George Church
Ok. 2007 #13, steel joist noncombustible construction, and qualify someone has 
BA Fan interlock off WFS. 
Glc

Sent from my iPhone

On Dec 31, 2012, at 3:17 PM, George Church g...@rowesprinkler.com wrote:

 Here's an unusual one. Tent rental firm, they have a 45' high bay with BA 
 Fans and floor heat and a couple Unit heaters. They hoist them with wires and 
 spread them out. Separate high piled rack storage outside this area, so fuel 
 load is just what is hanging. Fire resistant canvass primarily, plus the fun 
 of the window panels being a non expanded plastic. 
 Any ideas?
 Glc
 Rowe Sprinkler
 
 Sent from my iPhone
 
 On Dec 28, 2012, at 10:15 PM, Ron Greenman rongreen...@gmail.com wrote:
 
 Well, a flow switch is hardly an alarm check valve. if it will deform in
 forward flow it will deform in backward flow. It canot therefore be a check
 or one-way valve as it can't check flow in either direction.
 
 On Fri, Dec 28, 2012 at 3:52 PM, Sprinkler Academy - C Bilbo 
 prodesigngr...@msn.com wrote:
 
 
 Dude! Show him the pictures in Figure A.8.16.1.1 (2007 edition, similar in
 2010) It shows above the Alarm Check and the control valve. But then it
 also shows BELOW the Alarm Check and BELOW the DPV on a manifold.  You show
 it AFTER a check and Under the Alarm valve just like the pictures in
 NFPA 13 Congrats, you win.
 
 It should be recognized that the above is my opinion as a member of the
 NFPA, and has not been processed as a formal interpretation in accordance
 with the NFPA Regulations Governing Committee Projects and should therefore
 not be considered, nor relied upon, as the official position of the the
 NFPA, nor any of their technical committees.
 
 Sincerely,
 
 
 Cecil Bilbo
 Academy of Fire Sprinkler Technology
 Champaign, IL
 217.607.0325
 www.sprinkleracademy.com
 
 ce...@sprinkleracademy.com
 
 
 
 OUR STUDENTS SAVE LIVES!!
 
 
 Date: Fri, 28 Dec 2012 13:57:21 -0500
 To: sprinklerforum@firesprinkler.org
 From: t...@fpdc.com
 Subject: RE: FDC location with riser manifold
 
 That has basically been my argument. However, how do I convince him that
 a riser manifold is not an alarm valve?
 
 
 At 12:59 PM 12/28/2012, you wrote:
 2013 edition
 8.16.1.1.3.2A listed backflow prevention device shall be considered
 a check valve, and an additional check valve shall not be required.
 
 Your FDC is on the system side of the backflow/check valve.
 
 Duane Johnson, PE
 Program Manager
 Division of the Fire Marshal (Contractor)
 Office of Research Services
 National Institutes of Health
 301-496-0487
 
 Protecting Science - One Sprinkler at a Time
 
 
 -Original Message-
 From: Todd Williams [mailto:t...@fpdc.com]
 Sent: Friday, December 28, 2012 12:32 PM
 To: sprinklerforum@firesprinkler.org
 Subject: FDC location with riser manifold
 
 I had an AHJ come back with a comment regarding a location of an FDC on
 a system I designed. The system has a single riser. The water main comes
 into the building approximately 1'-6 AFF. An elbow is installed and the
 backflow preventer is running horizontally parallel to the outside wall.
 The main turns vertical after the BFP and rises up at a riser manifold (not
 check) and on to the system. After the BFP, I called for a Tee with one
 outlet looking up and the other horizontal to the check and FDC. For design
 reasons, this has a significant advantage. The AHJ's contention is that the
 BFP needs to be taken off above the manifold because that is what is says
 in NFPA 13. Section 8.16.2.4.2 (1) states it shall be installed on the
 system side of the system control, check and alarm valves. His contention
 is that it says a riser manifold is an alarm valve, which requires the FDC
 to be taken off above. My contention is that since it is not a check valve,
 then it doesn't make a
 d
 i
 fference if it is above or below. The AHJ is an NFPA 13
 fundamentalist and if it is not in there, it isn't the truth. Thoughts?
 
 Todd G. Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 860.535.2080
 www.fpdc.com
 
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 Fire Protection Design/Consulting
 Stonington, CT
 860.535.2080
 www.fpdc.com
 
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Re: advice

2012-12-14 Thread George Church
I can see a case for libel, too. Even if not pursued, watch the look on the 
supervisors face when mentioned. 

Sent from my iPhone

On Dec 14, 2012, at 8:40 AM, craig.pr...@ch2m.com craig.pr...@ch2m.com 
wrote:

 Referred to Law enforcement, really?  Because someone said something bad 
 about someone?
 
 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 John Drucker
 Sent: Friday, December 14, 2012 7:06 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: advice
 
 Colleagues.  That sort of behavior is unacceptable and should be referred to 
 law enforcement. There are plenty of good ahj's out there that remain 
 objective and impartial . When we don't know something we ask for 
 clarification from the applicant. Most respond with additional documentation 
 to support compliance resulting in permits being issued. That's why its 
 imperative that plan review and inspection only be performed by qualified 
 impartial and independent persons. Last but not least, a suggestion to the 
 industry ;-) would be to standardize documentation so that PR's and 
 Inspectors don't have to hunt around for stuff. We have applicants who's 
 documentation includes actual code cites and details for  significant items 
 such as coverage, obstructions, fire rated construction, hangers, bracing, 
 bfp etc. It makes the review that much easier because it demonstrates to the 
 reviewer that code requirements were consulted. Food for thought.
 John Drucker - Mobile Email
 
 - Original Message -
 From: sprinklerforum-boun...@firesprinkler.org 
 sprinklerforum-boun...@firesprinkler.org
 To: sprinklerforum@firesprinkler.org sprinklerforum@firesprinkler.org
 Sent: Fri Dec 14 06:25:46 2012
 Subject: RE: advice
 
 I, too had an experience like this I shared here some years ago.
 Turned out the FD plan reviewer had a competitor friend look at the plans for 
 him and he bled all over them with little or no reason for his comments.
 All out of spite for losing the work.  When I took them to the State Fire 
 Marshall's Office and asked for a second review they must have spoken to him 
 because he called and said he needed a 'revised' set for review.  I made one 
 change from all the original comments (moved the dry sidewalls from the side 
 wall of the garage to the rear side to 'avoid' an open garage door) and 
 mailed them to him.  Long story short, he had no knowledge of design or 
 hydraulics but what his buddy told him and held up a subdivision for 2 
 months.  I passed on the remaining buildings.
 TD
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
 Sent: Friday, December 14, 2012 5:35 AM
 To: b...@firebyknight.com; sprinklerforum@firesprinkler.org
 Subject: RE: advice
 
 Probably already been done.
 
 
 At 12:09 PM 12/13/2012, you wrote:
 #@*  !#@%  ^%$*  !@#$@#$
 
 Might be a good start?  LOL.
 
 Bob Knight, CET III
 208-318-3057
 www.firebyknight.com
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 ParsleyConsulting
 Sent: Thursday, December 13, 2012 8:57 AM
 To: SprinklerFORUM
 Subject: advice
 
 I have to admit I'm completely at a loss for how to respond to a 
 written review comment a friend of mine received yesterday.  It read as
 follows:
 
 The person that ran the hydraulic calculations has obviously not been 
 trained to use the program and is not knowledgeable in sprinkler system 
 design.
 
 As you might well imagine he's quite upset.  Anyone have advice on how 
 to proceed?
 --
 
 PARSLEY CONSULTING
 
 Ken Wagoner, SET
 
 760.745.6181 voice
 
 760.745.0537 fax
 
 parsleyconsult...@cox.net mailto:parsleyconsult...@cox.nete-mail
 
 www.ParsleyConsulting.com http://www.ParsleyConsulting.comwebsite
 
 
 
 
 ___
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 Sprinklerforum@firesprinkler.org
 http://fireball.firesprinkler.org/mailman/listinfo/sprinklerforum
 
 Todd G. Williams, PE
 Fire Protection Design/Consulting
 Stonington, CT
 860.535.2080
 www.fpdc.com
 
 ___
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 Sprinklerforum@firesprinkler.org
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 CONFIDENTIAL AND PROPRIETARY:
 This email message is intended only for the use of the individual or entity 
 to which it is addressed and may contain 

RE: 20 PSI Minimum

2012-11-13 Thread George Church
I recently went to size a break tank where a strong supply nearly met the flow 
requirements and a pump was a given.
Since you need to have a refill rate equal to 110% of the system demand, and we 
didn't, there wasn't any point in pursuing it.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Sprinkler 
Academy - C Bilbo
Sent: Monday, November 12, 2012 3:13 PM
To: FORUM
Subject: RE: 20 PSI Minimum


The requirement is part of the Clean Water Act and has been mandated as part of 
Federal Law.  It is adopted and enforced by every US State's EPA (or 
equivalent).  You can draw the pressure in potable water supplies below 20 psi 
but then you must issue a boil order and provide evidence that the weater is 
not contaminated.  There are some VERY hefty fines associated with 
non-compliance. And to Ron's point, not everyone enforces the rules so 
heavily..
 
The pressure limiting devices (PLD's) that throttle work very well for such 
circumstances.  
 
So Tim, if your system's calculated demand flow would draw the city water 
supply in the street to a pressure below 20 psi, you'll need to weigh the cost 
of a PLD or a tank (or find a way to get the demand flow down!)
 
It should be recognized that the above is my opinion as a member of the NFPA, 
and has not been processed as a formal interpretation in accordance with the 
NFPA Regulations Governing Committee Projects and should therefore not be 
considered, nor relied upon, as the official position of the the NFPA, nor any 
of their technical committees. 

Sincerely,


Cecil Bilbo
Academy of Fire Sprinkler Technology
Champaign, IL
217.607.0325
www.sprinkleracademy.com
ce...@sprinkleracademy.com
 
OUR STUDENTS SAVE LIVES!!


 


 From: g...@rowesprinkler.com
 To: sprinklerforum@firesprinkler.org
 Date: Mon, 12 Nov 2012 14:20:48 -0500
 Subject: RE: 20 PSI Minimum
 
 The surprise comes to those of us on the outside who aren't familiar with 
 the local rules and regulations.
 
 Boy, there are many of us who have learned this one the hard way, even 
 despite due diligence.
 
 
 George L. Church, Jr., CET
 Rowe Sprinkler Systems, Inc.
 PO Box 407, Middleburg, PA 17842
 877-324-ROWE   570-837-6335 fax
 g...@rowesprinkler.com
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 craig.pr...@ch2m.com
 Sent: Monday, November 12, 2012 2:14 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: 20 PSI Minimum
 
 If the water department mandate is to not allow the municipal supply to drop 
 below 20 psi the FD has no choice but to comply and bring in tankers if 
 necessary. This was the plan for a project we had about three years ago where 
 this very requirement was in place. The FD knew of the water purveyor's 20 
 psi requirement and had a contingency plan for areas of the municipality 
 where the water supply was weak. This is typically not a surprise to the FD 
 and the water dept. The surprise comes to those of us on the outside who 
 aren't familiar with the local rules and regulations.
 
 
 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 
 mphe...@aerofire.com
 Sent: Monday, November 12, 2012 12:56 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: 20 PSI Minimum
 
 So in this situation, should the responding fire company stop boosting the 
 FDC from a hydrant at 19 PSI? None that I know would stop.
 Mark at Aero
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George 
 Church
 Sent: Monday, November 12, 2012 10:51 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: 20 PSI Minimum
 
 Are we talking a low suction cut-off, but of the supply NOT suction to a pump?
 I suppose the water co wouldn't want the pressure to go below 20, but it 
 flies in the face of all we stand for to have a shut-off inserted for 
 stopping the operation of the sprinkler system if the supply pressure is 
 below 20 PSI. You could save a lot of first floor lives with 20 PSI.
 
 
 George L. Church, Jr., CET
 Rowe Sprinkler Systems, Inc.
 PO Box 407, Middleburg, PA 17842
 877-324-ROWE   570-837-6335 fax
 g...@rowesprinkler.com
 
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Owen 
 Evans
 Sent: Monday, November 12, 2012 12:34 PM
 To: sprinklerforum

RE: 20 PSI Minimum

2012-11-12 Thread George Church
Are we talking a low suction cut-off, but of the supply NOT suction to a pump?
I suppose the water co wouldn't want the pressure to go below 20, but it flies 
in the face of all we stand for to have a shut-off inserted for stopping the 
operation of the sprinkler system if the supply pressure is below 20 PSI. You 
could save a lot of first floor lives with 20 PSI.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Owen Evans
Sent: Monday, November 12, 2012 12:34 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: 20 PSI Minimum



Hello Timothy,
This is the first post I've seen on 20 psi minimum. Can you give me more 
details on this?
Thanks,
Owen Evans





-Original Message-
From: Timothy W Goins tgo...@rgv.rr.com
To: sprinklerforum sprinklerforum@firesprinkler.org
Sent: Mon, Nov 12, 2012 9:23 am
Subject: 20 PSI Minimum


How are others addressing the 20 PSI minimum operating pressures of the fire 
sprinkler system? Here is a quote from a spec that I have received.

The fire protection systems shall not be designed to operate if the residual

pressure of the existing water service falls to 20 psi or lower at design flow

requirements.

 

Timothy W Goins
A  T Services

 

For I am not ashamed of the gospel of Christ: for it is the power of God unto 
salvation to everyone that believeth;. KJV Romans 1:16

 

Reply to   mailto:tgo...@rgv.rr.com mailto:tgo...@rgv.rr.com

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RE: 20 PSI Minimum

2012-11-12 Thread George Church
The surprise comes to those of us on the outside who aren't familiar with the 
local rules and regulations.

Boy, there are many of us who have learned this one the hard way, even despite 
due diligence.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
craig.pr...@ch2m.com
Sent: Monday, November 12, 2012 2:14 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: 20 PSI Minimum

If the water department mandate is to not allow the municipal supply to drop 
below 20 psi the FD has no choice but to comply and bring in tankers if 
necessary.  This was the plan for a project we had about three years ago where 
this very requirement was in place.  The FD knew of the water purveyor's 20 psi 
requirement and had a contingency plan for areas of the municipality where the 
water supply was weak.  This is typically not a surprise to the FD and the 
water dept.  The surprise comes to those of us on the outside who aren't 
familiar with the local rules and regulations.


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 
mphe...@aerofire.com
Sent: Monday, November 12, 2012 12:56 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: 20 PSI Minimum

So in this situation, should the responding fire company stop boosting the FDC 
from a hydrant at 19 PSI? None that I know would stop.
Mark at Aero

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Monday, November 12, 2012 10:51 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: 20 PSI Minimum

Are we talking a low suction cut-off, but of the supply NOT suction to a pump?
I suppose the water co wouldn't want the pressure to go below 20, but it flies 
in the face of all we stand for to have a shut-off inserted for stopping the 
operation of the sprinkler system if the supply pressure is below 20 PSI. You 
could save a lot of first floor lives with 20 PSI.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Owen Evans
Sent: Monday, November 12, 2012 12:34 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: 20 PSI Minimum



Hello Timothy,
This is the first post I've seen on 20 psi minimum. Can you give me more 
details on this?
Thanks,
Owen Evans





-Original Message-
From: Timothy W Goins tgo...@rgv.rr.com
To: sprinklerforum sprinklerforum@firesprinkler.org
Sent: Mon, Nov 12, 2012 9:23 am
Subject: 20 PSI Minimum


How are others addressing the 20 PSI minimum operating pressures of the fire 
sprinkler system? Here is a quote from a spec that I have received.

The fire protection systems shall not be designed to operate if the residual

pressure of the existing water service falls to 20 psi or lower at design flow

requirements.

 

Timothy W Goins
A  T Services

 

For I am not ashamed of the gospel of Christ: for it is the power of God unto 
salvation to everyone that believeth;. KJV Romans 1:16

 

Reply to   mailto:tgo...@rgv.rr.com mailto:tgo...@rgv.rr.com

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RE: Project Specifications

2012-11-06 Thread George Church
If we were writing Code, someone would have yelled out Undefinable and we 
wouldn't have put it in the document.

If the firm issuing this is competent, I don't see a problem. They're just as 
frustrated trying to educate some unwashed contractors as we are in trying to 
educate some plumbing PEs with fatal errors in their docs. If they're not a 
competent FPE house, then RLH. 


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Tuesday, November 06, 2012 10:57 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Project Specifications

Or perhaps less than normal assistance can be billed extra. I asked for a small 
soda at the Burger King. I was informed that they didn't have have small, only 
large and regular. I asked what size regular was and was told it's like a 
medium. So I said, Then that would be between a large and a small size? She 
replied yes. I said well then I want the small one regular is bigger than. She 
said regular was the smallest they had.

I don't know of any manuals instructing contractors to bury the job ib RFIs, 
and so I'll accept that they exist on David's word, but what's excessive? We 
have a Sesame Street predicament here.

On Tue, Nov 6, 2012 at 7:48 AM, Bruce Verhei bver...@comcast.net wrote:

 Another way to view this is that words should not be interpreted to 
 have a ridiculous meaning. That excessive assistance will be back 
 charged makes clear that normal amount of assistance will not be back charged.

 Bv

 Sent from my Motorola ATRIXT 4G on ATT

 -Original message-
 From: Failla, Daniel fail...@charleston-sc.gov
 To: 'sprinklerforum@firesprinkler.org' 
 sprinklerforum@firesprinkler.org
 
 Sent: Tue, Nov 6, 2012 14:36:58 GMT+00:00
 Subject: RE: Project Specifications

 So are Architects/General Contractor going to start back charging for 
 RFI's?  I have had projects with 8 RFI's because of issues with the 
 bid documents and the classic statement on the drawing, Contractor 
 shall not deviate without written approval.

 Dan Failla
 Our Town Fire Sprinkler Designs
 Charleston, SC FMO

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:
 sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 rfletc...@aerofire.com
 Sent: Tuesday, November 06, 2012 9:16 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Project Specifications

 Found something new in a FP spec that I think is worth sharing. Spec's 
 are copyrighted by a nationally known FP consultant.

 Excessive assistance provided by the Architect/General Contractor to 
 the Contractor, at the Contractor's request, shall be at cost to the 
 Contractor, via back charge, ... And it goes on to say that just 
 because they charged for the assistance it doesn't imply direction or 
 approval.

 It's odd that there is no Excessive Interference clause.

 Ron Fletcher
 Aero - Phoenix
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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:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their vocations. -Francis Bacon, 
essayist, philosopher, and statesman (1561-1626)
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RE: Project Specifications

2012-11-06 Thread George Church
Life would be simpler if 90% of the bid docs we get weren't completely silent 
beyond meet code or contained fatal errors.

My favorite is when they fluff out their notes with snippets of #13, like 
specifying the MRA, say .1/1500. 
Oh- so if there's unsprinklered combustible concealed spaces we don't need to 
go to 3,000 SF?
And we can't take the remote area reduction? 
How does THAT benefit the Owner?

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Rod DiBona
Sent: Tuesday, November 06, 2012 1:18 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Project Specifications

While I understand what David and some others are saying about excessive RFI's 
from incompetent sprinkler companies etc I believe that your post points out 
what most of know to be true the majority of the time Most RFI's are 
created by sprinkler companies needing information that wasn't provided by the 
A/E team for us to do a proper design. The implication that I get when I read 
that phrase is ... you figure it out don't bother me with it or I am going to 
charge you for my time. Reminds me of the stuff we see often where the typical 
warehouse building has 30 sidewalls and the documents say to sprinkler per NFPA 
yet we have no idea how or what is being stored. Also, I am trying to figure 
out how slowing the job down increases profit? Kinda always thought the 
opposite was usually true...

Rod at Rapid

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
rfletc...@aerofire.com
Sent: Tuesday, November 06, 2012 7:16 AM
To: sprinklerforum@firesprinkler.org
Subject: Project Specifications

Found something new in a FP spec that I think is worth sharing. Spec's are 
copyrighted by a nationally known FP consultant.

Excessive assistance provided by the Architect/General Contractor to the 
Contractor, at the Contractor's request, shall be at cost to the Contractor, 
via back charge, ... And it goes on to say that just because they charged for 
the assistance it doesn't imply direction or approval.

It's odd that there is no Excessive Interference clause.

Ron Fletcher
Aero - Phoenix   

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RE: Sodium Silicate

2012-11-01 Thread George Church
Triggers an RPZ 
Plugs heads
Need much more?

Turns to glass when exposed to air, hence the sealing action.
Imagine cross connection and a resident drinks it.
That, my friend, is the type of negligence that pierces the corporate veil and 
puts you where you belong.

Not using it is a noo-brainer.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of njarendt tds.net
Sent: Wednesday, October 31, 2012 3:47 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Sodium Silicate

Several reasons

Sodium silicate is a white powder that is readily soluble in water, producing 
an alkaline http://en.wikipedia.org/wiki/Alkaline solution. It is one of a 
number of related compounds which include sodium 
orthosilicatehttp://en.wikipedia.org/wiki/Orthosilicate,
Na4SiO4, sodium
pyrosilicatehttp://en.wikipedia.org/w/index.php?title=Pyrosilicateaction=editredlink=1,
Na6Si2O7, and others. All are glassy http://en.wikipedia.org/wiki/Glassy,
colourless and dissolve in water.

Sodium silicate is stable in neutral http://en.wikipedia.org/wiki/PH and 
alkaline http://en.wikipedia.org/wiki/Alkaline
solutionshttp://en.wikipedia.org/wiki/Solution.
In acidic http://en.wikipedia.org/wiki/Acidic solutions, the 
silicatehttp://en.wikipedia.org/wiki/Silicateion reacts with hydrogen ions to 
form silicic acid http://en.wikipedia.org/wiki/Silicic_acid, which when 
heated and roasted forms silica gel http://en.wikipedia.org/wiki/Silica_gel, 
a hard, glassy substance.

The absence in the US of mandatory aging tests, whereby PFP systems are made to 
undergo system performance tests *after* the aging and humidity exposures, are 
at the root of the continued availability, in North 
Americahttp://en.wikipedia.org/wiki/North_America,
of PFP products that can become inoperable within weeks of installation.

Norm

On Wed, Oct 31, 2012 at 6:08 AM, tcf...@bellsouth.net
tcf...@bellsouth.netwrote:

 Stops up drops and heads. It will collect in low points also and cause 
 obstruction.

 Sent from my HTC EVO 4G LTE exclusively from Sprint

 - Reply message -
 From: JSM Fire Pro jsm...@cableone.net
 To: sprinklerforum@firesprinkler.org
 Subject: Sodium Silicate
 Date: Tue, Oct 30, 2012 11:48 PM


 Why does NFPA 13 not permit this additive for fire sprinkler systems?

 Thanks in advance.

 J. Scott Mitchell, PE

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--
*If You See Something Suspicious Say Something!  1-866-HLS-TIPS.*

Norman Arendt, CHS III, CMAS, PhD, CFEII President Infragard Madison Members 
Alliance Middleton Fire District Plan Reviewer and Investigator PCII and CVI 
Certified
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RE: Stainless Steel Pipe

2012-10-29 Thread George Church
What the other Sornsin brother called mini-dams a decade ago on this Forum. 
Being from Fargo, ND, and growing up the son of a sprinkler contractor, I'll 
assume he understands a bit about dry systems.
 

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne Martinez
Sent: Monday, October 29, 2012 8:14 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Stainless Steel Pipe

Brad,
Could their reasoning be because with cut groove there isn't a bump in the 
pipe to potentially trap the small amount of water?
I could see where they might think this would become a potential weak point 
corrosion issue later on.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad Casterline
Sent: Friday, October 26, 2012 1:18 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Stainless Steel Pipe

I know George, and it is not illegal! Several years ago I tried to reason out 
why the Corp of Eng stopped allowing roll grooved galvanized-- I gave up and 
started asking sprinkler people-- the best I got was that roll grooving deforms 
the inside wall and the galv flakes off. A good fab shop would limit the 
problem by cleaning and spray galving the ends, but in the hustle-bustle of 
C.O.J. and field roll groove, the same amount of QC might not happen.
Since we cannot cut groove thinwall, all galv for the Corps ends up S40. Are 
there any portable cut-groovers around anymore?

-Original Message-
From: George Church [mailto:g...@rowesprinkler.com]
Sent: Friday, October 26, 2012 1:07 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Stainless Steel Pipe

There's a heckuva lot of roll grooved galv S10 installed in sprinkler systems. 
We have 7 miles of it in one freezer that comes to mind.with TriSeals, of 
course.

George L.  Church, Jr., CET
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad Casterline
Sent: Friday, October 26, 2012 1:20 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Stainless Steel Pipe

Great thanks-- exactly what I was wondering! Nobody wants any 'stainless 
flakes' clogging up their concentrate lines :)

-Original Message-
From: mphe...@aerofire.com [mailto:mphe...@aerofire.com]
Sent: Friday, October 26, 2012 12:12 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Stainless Steel Pipe

Nope. It's stainless throughout the wall thickness. It's also more malleable 
than carbon steel so it roll grooves just fine. 
Mark at Aero 

- Original Message -
From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
Sent: Friday, October 26, 2012 05:00 PM
To: sprinklerforum@firesprinkler.org sprinklerforum@firesprinkler.org
Subject: RE: Stainless Steel  Pipe

Thanks Mark. Assuming stainless is like galvanized, it should be Cut Grooved 
only?

-Original Message-
From: mphe...@aerofire.com [mailto:mphe...@aerofire.com]
Sent: Friday, October 26, 2012 11:00 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Stainless Steel Pipe

Yes
Mark at Aero

- Original Message -
From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
Sent: Friday, October 26, 2012 03:51 PM
To: sprinklerforum@firesprinkler.org sprinklerforum@firesprinkler.org
Subject: Stainless Steel  Pipe

Can S.S. pipe be grooved? 2, 2.5, 3, for foam concentrate.

 

thanks,

 

Brad Casterline, NICET IV

Fire Protection Division

 

FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com

 

Engineering Solutions for the Built Environment

 

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RE: Stainless Steel Pipe

2012-10-26 Thread George Church
There's a heckuva lot of roll grooved galv S10 installed in sprinkler systems. 
We have 7 miles of it in one freezer that comes to mind.with TriSeals, of 
course.

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad Casterline
Sent: Friday, October 26, 2012 1:20 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Stainless Steel Pipe

Great thanks-- exactly what I was wondering! Nobody wants any 'stainless 
flakes' clogging up their concentrate lines :)

-Original Message-
From: mphe...@aerofire.com [mailto:mphe...@aerofire.com]
Sent: Friday, October 26, 2012 12:12 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Stainless Steel Pipe

Nope. It's stainless throughout the wall thickness. It's also more malleable 
than carbon steel so it roll grooves just fine. 
Mark at Aero 

- Original Message -
From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
Sent: Friday, October 26, 2012 05:00 PM
To: sprinklerforum@firesprinkler.org sprinklerforum@firesprinkler.org
Subject: RE: Stainless Steel  Pipe

Thanks Mark. Assuming stainless is like galvanized, it should be Cut Grooved 
only?

-Original Message-
From: mphe...@aerofire.com [mailto:mphe...@aerofire.com]
Sent: Friday, October 26, 2012 11:00 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Stainless Steel Pipe

Yes
Mark at Aero

- Original Message -
From: Brad Casterline [mailto:bcasterl...@fsc-inc.com]
Sent: Friday, October 26, 2012 03:51 PM
To: sprinklerforum@firesprinkler.org sprinklerforum@firesprinkler.org
Subject: Stainless Steel  Pipe

Can S.S. pipe be grooved? 2, 2.5, 3, for foam concentrate.

 

thanks,

 

Brad Casterline, NICET IV

Fire Protection Division

 

FSC, Inc.

P: 913-722-3473

bcasterl...@fsc-inc.com

www.fsc-inc.com

 

Engineering Solutions for the Built Environment

 

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RE: trip time per nfpa 25

2012-10-25 Thread George Church
Fortunately for us, it's been when our inspector is there wondering why 80 PSI 
and zero air doesn't raise the clapper.
And the time the DPV acted with smart logic- somehow it knew the attic low 
point wasn't drained, so when it broke, the DPV didn't trip and cause all that 
nasty water damage.
We've replaced 4 of them so far.
There's a special lube you get to apply to the actuator pin, and in areas of 
hard water like here, this might need to occur quarterly. 
PIA for our techies, can't think a maintenance guy would do it. And since they 
pay us to come in annually, and Vic wouldn't pay for the other three trips, we 
wrote em a letter advising of the local water problem. Wasn't important enough 
to them to pay us and lube (building went into the Bank by default) but it was 
important for us to note it and make the offer.

That low air pressure may help it trip faster, but it may well increase transit 
times. For max performance, I like the 4 second elec accel trip and a higher 
residual air supply preventing water from filling toward non-flowing pipes. 
Made some huge volume systems work quickly when you wouldn't have thought it 
would work at all.  


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Richard Mote
Sent: Thursday, October 25, 2012 12:59 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: trip time per nfpa 25

Was it a Victaulic #756 or #768? Look closely at the differential piston if it 
is a #756 some time they stick.

Richard L. Mote ET
NICET Cert. No. 067611
Designer
Rowe Sprinkler Systems, Inc.
7993 Route 522, Suite 1
P.O. Box 407
Middleburg, PA 17842
P 570.837.7647
F 570.837.6335
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Gregg Key
Sent: Thursday, October 25, 2012 12:15 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: trip time per nfpa 25

Very good feedback. This system was installed in 2006 and is a Victaulic dpv. 
We have none of the original acceptance test paperwork but would make an 
assumption that it would have passed then. It appears to be a small system. 
Mike ,you are right about the by-pass line as it appears that there is not one 
installed. Air Compressor is in a hidden crawl space below the floor. My 
thought was that something has restricted the air release in the inspectors 
test but have not taken it apart. Thanks for everyones help 

C.Gregg Key, SET
Key Fire Protection Services,Inc
Project Manager
(O) 706-790-3473
(C) 706-220-8821

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Mike Cabral
Sent: Thursday, October 25, 2012 10:40 AM
To: sprinklerforum@firesprinkler.org
Cc: sprinklerforum@firesprinkler.org
Subject: Re: trip time per nfpa 25

I would check to make sure that the air supply to the DPV is working as it 
should. The time to trip should never be that long. Is the by-pass open?
Sounds like the make-up air is supplying to much air. The make up air needs to 
be restricted. The supply line to the Inspectors Test can be larger than 1 it 
can't be less than 1 however the standard does no say it can't be larger than 
1. 

Sent from my iPhone

On Oct 24, 2012, at 1:13 PM, Todd Letterman tletter...@haifire.com wrote:

 It is also not going to trip or be severely delayed if there is a 
 water
column occurrence holding the clapper shut.  
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron 
 Greenman
 Sent: Wednesday, October 24, 2012 11:06 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: trip time per nfpa 25
 
 I don't believe their is any reference to how long is too long 
 except in
 13 (pre 2010) where a system of between 500  750 gallons is required 
 to
have a QOD if the water delivery time to the inspectors test exceeds 60 
seconds. I think there is a presumption that a system of less than 500 gallons 
will trip in a timely manner, that over 750 gallons won't without a QOD, and 
that in between one is questionable. From there the one minute trip time came 
to be the conventional standard, although the book only referred to water 
delivery time after the trip occurred. In the 2010 edition times are specified. 
See section 7.2.3.6 Dry Pipe System Water Delivery.
Although entitled as water delivery time it tells you that the delivery time 
countdown starts at normal air pressure which suggests pre-trip, tto the actual 
trip, and finishing with water at the test port.
 
 On Wed, Oct 24, 2012 at 10:27 AM, Gregg Key gr...@keyfps.com wrote:
 
 Our inspector ask an interesting question today. How long is too long 
 of a time for a dry valve to 

RE: K25 Standard Response Storage

2012-10-23 Thread George Church
So far as I know from a recent bid, that's it.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
rfletc...@aerofire.com
Sent: Monday, October 22, 2012 12:06 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: K25 Standard Response Storage

Found it. Victaulic LP46.

Ron Fletcher
Aero - Phoenix

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
rfletc...@aerofire.com
Sent: Monday, October 22, 2012 8:50 AM
To: sprinklerforum@firesprinkler.org
Subject: K25 Standard Response Storage

FM 8-9, Table 8, 40 ft. roof lists a K25 standard response head at 30 psi. K25 
quick response (ESFR) requires 40 psi. Does anyone know which company makes a 
SR K25 Storage sprinkler?

Thanks in advance.

Ron Fletcher
Aero -  Phoenix

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RE: Wood pellet manufacturing

2012-10-18 Thread George Church
But Todd-
You're hired to just list the job?
Do it. Can't see where that could possibly involve liability, but with the 
legal decisions one sees, I'd write a letter to the contractor you're listing 
for and note your concerns, list it, and send em an invoice. 

Think of all the NFPA 25 inspections that are on systems that you KNOW are 
wrong. Send concerns in a sep letter, and check the appropriate boxes without 
lifting a ceiling tile- cause you don't wanna know. And suppliers aren't 
required to do anything but fill the POs eve if they see a load of CPVC pipe go 
out with a 55 gal drum of premixed wrong AF. 


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Jack C Kilavuz
Sent: Thursday, October 18, 2012 2:44 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Wood pellet manufacturing

And grinding process will involve some metals parts (nails, metal bands, screws 
etc.) sparking over freshly ground sawdust blown with hot air in cyclones 
towards the dust collectors, as a side showexplosion detection and 
suppression may need to be considered I reckon.
Sorry for my two-bobs worth.
Cheers
Jack
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Thursday, 18 October, 2012 3:53 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Wood pellet manufacturing

It's not al that cool, Brad. I have since found out that it is not pellets they 
are making. They take old pallets, grind them up and compress them in to bricks 
for burning (somewhere). The problem that a design was done by one of my 
competitors based on 16 ft storage of Class II commodities (solid stacks of 
lumber or plywood) and the fire marshal has accepted it. My client picked up 
the job and wants me to do the fabrication list from the Engineer's plans (the 
Engineer works for a competing contractor and is complete enough so you could 
actually do that, with minor modification). No need to do new plans because we 
have an accepted set of drawings, right?

The problems I see are: 1) Pallet storage, 2) A grinding and separating 
process, most likely with dust collection, 3) Some kind of drying kiln, 4) Some 
kind of compressing with or without a combustible binder and 5) Storage of 
finished products. None of this, with the possible exception of #5, was 
addressed by the Engineer. Once these questions are answered, then the fun 
begins.


At 09:36 AM 10/17/2012, you wrote:
You get all the cool projects Todd! How often is it that the product we 
are protecting is meant to be burned? This means you have all the 
thermal properties required to determine the quantity and 
combustibility of the contents, AND the heat release rate! (~7500 
btu/lb,
85% burning efficiency).
If someone had not forgotten to attach numbers to low, moderate and 
high in NFPA 13 you would be almost done :)

-Original Message-
From: Johnson, Duane (NIH/OD/ORS) [C] [mailto:johnson...@mail.nih.gov]
Sent: Wednesday, October 17, 2012 5:59 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Wood pellet manufacturing

Based on 5.4.1, I would start with EH1 for manufacturing area and Class 
III for storage area per 5.6.3.

Duane Johnson, PE
Program Manager
Division of the Fire Marshal (Support Contractor) Office of Research 
Services National Institutes of Health
301-496-0487

Protecting Science - One Sprinkler at a Time

-Original Message-
From: Todd Williams [mailto:t...@fpdc.com]
Sent: Tuesday, October 16, 2012 8:29 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Wood pellet manufacturing

Spelling is correct. The pellets are for pellet stoves.


At 07:37 PM 10/16/2012, you wrote:
First thing, verify the spelling? If it is pellets, OH2 for the actual 
manufacturing area and OH4.5 and double the outside hose for the areas 
where they get bunched up awaitng shipment.  What are they used for 
anyway, sling-shot amo?

Quoting Todd Williams t...@fpdc.com:

Any insight into protecting a wood pellet manufacturing facility?

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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RE: Qualified NFPA 25 Persons

2012-10-17 Thread George Church
And I believe the Academy is certifying the inspectors in FL and other locales 
as an alternative to NICET.

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Wagner
Sent: Wednesday, October 17, 2012 8:59 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Qualified NFPA 25 Persons

Bill,
NICET has an excellent program for Sprinkler Inspectors and many states like 
North Carolina use this program for licensing of individual Inspectors and for 
licensing of Companies.
George

George Wagner
Executive Director
American Fire Sprinkler Association
Virginia Chapter
4558 Sandy Valley Road
Mechanicsville, Virginia 23111
Home-804-779-3921
Cell-804-514-3154
wagn...@mindspring.com
www.afsavirginia.com

 

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bill Brooks
Sent: Wednesday, October 17, 2012 8:47 AM
To: sprinklerforum@firesprinkler.org
Subject: Qualified NFPA 25 Persons

What are the qualifications for an NFPA 25 sprinkler system inspector?
Seems pretty open ended to me. We routinely look for NICET qualifications for 
designers but what about the inspectors?  I'm trying to establish a 
specification for NFPA 25 inspections and originally thought I'd say qualified 
persons per NFPA 25 but now I'm not so sure.
Is there a NICET program focused on inspections?

Thank you.

Bill Brooks

William N. Brooks, P.E.
Brooks Fire Protection Engineering Inc.
372 Wilett Drive
Severna Park, MD 21146-1904
410-544-3620
410-544-3032 FAX
412-400-6528 Cell 


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RE: 13R balcony protection

2012-10-15 Thread George Church
I suppose it's just since we apply the codes and standards as adopted so most 
AHJs don't know and don't care if we can model something or draw other 
conclusions than what they're reading in black and white, day in and day out.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


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RE: 13R balcony protection

2012-10-15 Thread George Church
Yup. 
Just that my priorities have changed and I don't do as much sprinkler work on 
weekends now. Got slapped upside the head with a new timetable. Knock yourself 
out, however- don't let life pass you by in the meantime.

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad Casterline
Sent: Monday, October 15, 2012 10:07 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: 13R balcony protection

Agree George-- I do not see how it could be otherwise. Expert witnesses for the 
prosecution and the defense both can prove whatever they want to using 
modeling :(. I use it to get a second opinion of what my gut is telling me, and 
for something enjoyable and fascinating to do home nights and weekends.
I have used FDS far more for designing smoke exhaust and EVAC, than sprinkler 
models- also fascinating (to me) and more satisfying in that smoke control 
systems can be tested 'full scale' and not be destructive doing so. 

-Original Message-
From: George Church [mailto:g...@rowesprinkler.com]
Sent: Monday, October 15, 2012 7:46 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: 13R balcony protection

I suppose it's just since we apply the codes and standards as adopted so most 
AHJs don't know and don't care if we can model something or draw other 
conclusions than what they're reading in black and white, day in and day out.


George L.  Church, Jr., CET
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


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RE: Fire pump annual test

2012-10-08 Thread George Church
Pressure limiting device
Governor on the diesel to lower speed at churn so as not to exceed 170 PSI 
discharge pressure.
Used when the water supply exhibits relatively high static and low residual, 
and you need 170 at rated capacity.
See NFPA 20 2003 for first invocation against using the main relief valve to 
truncate the water supply down into the retention pond.
The #20 TC was afraid the main relief could stick open, and your FP water is 
running out the relief valve instead of discharging thru open sprinklers.
Clarke makes a line of variable speed diesels rather than the single RPM 
conventionals. 
This particular one had variable pitch vanes in the turbo to meet emissions 
standards.
Due to a limited # of offerings in the line, especially in the larger sizes, 
this was oversized by maybe 250 HP or so. 
No time to visit archives today.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
bcasterl...@fsc-inc.com
Sent: Saturday, October 06, 2012 8:19 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Fire pump annual test

on 2nd thought (calc), 65-70% is closer, I bet.
78% is 4500 @ 170.
by the way, what does PLD stand for?

Quoting bcasterl...@fsc-inc.com:

 George,
 78% efficient at overload.. not too shabby!
 Do you recall the rated RPM? If I assume a 14 impeller diam. I get 2600 RPM.
 I thought about converting the 400 speed reduction to the pump room 
 temperature rise but said nahhh.. it would be negligible against the 
 1st law of testosterone, Lol, brad

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RE: Air Supply

2012-10-05 Thread George Church
But the cure (air leakage test performed every 3 years) is only cured when:
a) its adopted
b) its enforced.

Parallel to when an EOR leaves boiler plate in his spec for compliance with the 
latest edition of a particular code or standard. Why would you penalize the 
Owner's wallet for compliance with a more stringent code or standard when the 
AHJ hasn't? If there's an exception or change that came into a later code, any 
sharp-eyed Forumite would know to ask if they could apply a more recent code or 
standard, and properly apply the entirety of that document, assuming a 
reasonable AHJ. We recently received a bid pkg for a nursing home retrofit that 
cited latest when PA's DOH, like all nationally as I understand it, have NO 
option but to enforce the 1999 edition of NFPA 13- and no trying to sneak in a 
later standard, it cannot be accepted because CMS, the funding authority and 
hammer behind the Aug 2013 nursing home mandate for fully sprinklered, accepts 
NOTHING but the 99 edition of 13 with whatever TIAs were issued as of the date 
of CMS adoption of the 2000 LSC invoking 99 #13.

Currently we here in PA have no obligation other than risk management to 
comply with any of the string of NFPA directives on AF since they're not part 
of the PA Uniform Construction Code. And we recently saw a set of our 
competitor's dwgs as I mentioned then, dry system grid installed in the 2000 or 
so. Signed off by a NICET Level IV, just as the grocery store designed to the 
largest room (other than the sales area that was ignored) and had 2- 2 city 
connections ganged together into two Lowe's swing checks and a 3/4 boiler 
drain for a ITC and main drain. A whole 67 gallons a minute protected this 
grocery with light hazard spacing. I'll give em credit that they used QR 
sprinklers, but passing a test and applying the standards to a job are two 
different things.

TGIF

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland Huggins
Sent: Thursday, October 04, 2012 5:44 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Air Supply

If you use nitrogen (7.6.2.7)  it now kicks you over to 7.2.6.5 (Automatic Air 
Maintenance).  Must admit, I see no reason to use an air tank and plenty not to 
(as George already said).  I'd say an air cylinder would be not different than 
a nitrogen cylinder when it comes to requiring an AMD.  If you do not have a 
low pressure alarm, the pressure gauge has to be checked weekly instead of 
monthly.  Now that dry pipe system have to have an air leakage test performed 
every 3 years, there shouldn't be any systems (or at least as many) needing a 
compressor running full time to keep it from tripping.

Roland

On Oct 4, 2012, at 12:54 PM, Cahill, Christopher wrote:

 Looking over a job where the EOR wants to use cylinders to supply the 
 air for a dry system.  There is plenty of power to the building so 
 that's not the issue.  They are showing lab air cylinders from both 
 air (NC) and nitrogen (NO) into an AMD into the system.  I get 
 automatic air is not required.  But I'm seeing NFPA 13 '12-7.2.6.5.1 
 limiting air supply when AUTOMATIC to dependable shop system or a 
 compressor.  I don't see bottles being allowed.  Or that is to say I 
 don't see bottles as being a dependable shop system.

 I assume some of you have done bottles for the air to a dry system?   
 As I read you can have them if someone manually opens a valve and  
 refills the system when needed?  Of course this is even confusing.   
 Is there something on a manual fill system that requires daily 
 checking?  Or are they relying on the low pressure alarm to note when 
 time to refill?  Actually, the low pressure alarm isn't even required, 
 right, so are they waiting for a system trip to know when to add air?

 If manual is allowed isn't an AMD off a bottle a little better but not 
 quite the full blown compressor?  Why would they restrict the middle 
 on the order of worst to best?

 Who wants to straighten me out 'cuz none of us here have ever seen 
 bottles used on a system?

 Chris Cahill, PE*
 Senior Fire Protection Engineer, Aviation  Facilities Group Burns  
 McDonnell

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RE: Air Supply

2012-10-05 Thread George Church
$
You've got a belt and suspenders cost for a customer who, by code, only needs 
one. 
And it didn't have to be the more expensive N2 version.
So when presenting the idea of minimizing future corrosion, he's got the 
following, grabbing $ out of the air:
1. plant air- $600 for an AMD
2. Compressor- $1500
3. Bottle and HP AMD- $3000
4. Generator- 15000
5. Gen and bottle- $18,000

I'm seriously just trying to illustrate order of magnitude, anyone else doing 
bottles and generators now can chime in if I'm off by a factor of 5 or 10. But 
costs vary with system size etc.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Charles Thurston
Sent: Friday, October 05, 2012 11:07 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Air Supply

Hello,

Use bottled nitrogen for the 30 minute refill time and the nitrogen generator 
for the pressure maintenance of the system.

Friday, October 5, 2012, 10:55:28 AM, you wrote:

 Ron,

 I requested a technical interpretation from NFPA for that exact question.

 My question was:

 NFPA 13, 2010, 7.2.6.2.2 states; The air supply shall have a capacity 
 capable of restoring normal air pressure in the system within 30 minutes.

 It does not state that the system shall be restored to normal system 
 pressure in 30 minutes. It states that the air supply shall be capable 
 of restoring the system to normal pressure in 30 minutes.

 My question is, If you can prove through calculations that the air 
 supply is capable of restoring normal pressure in 30 minutes, would it 
 be acceptable to actually take longer than 30 minutes to restore normal 
 pressure?

 The purpose for the delayed fill time would be to use a nitrogen 
 generator as a pressure source instead of an air compressor. If an 
 empty system was initially pressurized with nitrogen, that would 
 eliminate the purging process that would be necessary if the system 
 was first pressurized with air and then the air slowly replaced by 
 nitrogen over time. This would help to slow any oxygen corrosion that 
 might be initiated if the system was filled with air.

  Membrane type oxygen generators work by forcing air into a membrane 
 that separates the nitrogen from the oxygen. The CFM output of a 
 nitrogen generator is about 50% less than the CFM of the air 
 compressor supplying the nitrogen generator. The nitrogen generator 
 has a bypass loop so the system could be filled directly from the 
 compressor if desired. This is similar to the fill and maintain modes 
 of an Air Maintenance Device.


 Their response was:

 The intent of NFPA 13, 2010 edition §7.2.6.2.2 is to provide a 
 guideline which will protect the owner of the system from someone 
 installing an undersized compressor which would render systems out of 
 service for elongated periods of time while increasing service costs.  
 The compressor is not required to be listed, in fact - a compressor is 
 not required.  The compressed gas supply may be from a reliable plant 
 air source or nitrogen tanks with a regulator.  The committee intent 
 is to have the system returned to service within the 30 minute 
 timeframe - regardless of the source for compressed air or nitrogen.  
 It is assumed that a nitrogen generator (or other approved compressed 
 gas) will provide nitrogen over the subsequent hours of operation and 
 replace the air used for initial charging.

  


 Regards,
  
 mike
  
 Mike Henke CET
 Sprinkler Product Manager
 314-595-6740 direct
 mi...@pottersignal.com
 www.pottersignal.com
  
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron 
 Greenman
 Sent: Friday, October 05, 2012 9:19 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: Air Supply

 I'm curious where the 30 minute fill came from. Convenience to FDs? 
 I'd certainly not want my highly paid and trained engine company 
 hanging around for a couple of extra hours to watch the system fill. 
 But if I'm likely have the service guy from the sprinkler company, or 
 even my owned trained maintenance, hanging around, and I'm willing to 
 pay for him to watch the paint dry, and I'm so concerned with my 
 system as to have bought a nitrogen generator instead of using that 
 nasty moisture holding air, why not ignore

 that code section? Or is the 30 minute rule there just because we 
 needed a

 definitive time frame and 30 minutes sounded reasonable at the time? 
 Or is

 there another, more compelling reason? Curious minds want to know.

 On Fri, Oct 5, 2012 at 6:07 AM, Tom Duross tduro...@comcast.net wrote:

 Most generators, if not all, have a nitrogen storage tank.  The one I 
 used put out 70 PSI requiring an AMD and we still had a riser mount 
 air compressor 

RE: Stupid closet question...

2012-10-05 Thread George Church
Small until you do a large complex and add 30% of the heads-OUCH!


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Rod DiBona
Sent: Friday, October 05, 2012 12:04 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Stupid closet question...

Duane,

Thanks for the excellent analysis and clear delineation of the small yet 
significant differences.

Rod at Rapid

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Johnson, Duane 
(NIH/OD/ORS) [C]
Sent: Friday, October 05, 2012 7:25 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Stupid closet question...

Based on NFPA 13, 2010 edition and NFPA 101, 2009 edition.

Annex D is not part of the enforceable section of NFPA 13, unless a 
jurisdiction specifically adopts it (see section heading). In this case, Annex 
D is copied from NFPA 101, so if a jurisdiction adopts NFPA 101, it is 
enforceable from that perspective, but I would go do NFPA 101 directly, not 
Annex D of NFPA 13.

As for the differences in requirements, per NFPA 101:1.2 the purpose of this 
code is to provide safety to life from fire while NFPA 13:1.2 has a purpose to 
provide a reasonable degree of protection for life and property. The two codes 
have slightly different purposes, hence they may have different design 
requirements for sprinklers. The committee agreed in the 2009 ROP to move NFPA 
101 requirements to the Annex (see proposal 13-444).

More importantly, the paragraphs you mention are for different occupancies. The 
exception from NFPA 13:8.15.8.2 to eliminate sprinklers in closets not 
exceeding 24 sq. ft. is for Hotels and Motels only. The exception from Annex D 
or NFPA 101:30.3.5.4 to exclude sprinklers in closets 12 sq. ft. or less is for 
New Apartments only. Interestingly, NFPA 101:31.3.5.4 permits the exclusion of 
sprinklers in closets not exceeding 24 sq. ft. for Existing Apartments. So, in 
reality, the NFPA 13 and Annex D references you cited do not contradict because 
they are for different occupancies. However, if you look at NFPA 101:29.3.5.5, 
Existing hotels and Dorms have the exception to exclude sprinklers in closets 
not exceeding 24 sq. ft. But this is for Existing Hotels and Dorms only, there 
is not an exception in NFPA 101 for New Hotels and Dorms. This is arguably a 
difference from NFPA 13 to NFPA 101.

Duane Johnson, PE
Program Manager
Division of the Fire Marshal (Support Contractor) Office of Research Services 
National Institutes of Health
301-496-0487

Protecting Science - One Sprinkler at a Time


-Original Message-
From: Curtis Tower [mailto:cur...@centralfireprotection.net]
Sent: Monday, October 01, 2012 2:49 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Stupid closet question...

Of course, I was only speaking of adopted codes.  I'm not familiar with all 
of the various code sets available for a jurisdiction to consider; however, the 
prevalent code set in Texas is IFC.  IFC references NFPA 13 and 13R 
specifically for its installation requirements.  What I was ultimately alluding 
to was that if a jurisdiction had adopted NFPA 101, then it appeared that 
closets  12s.f. could be omitted.  This question came up from a chapter 
contained in NFPA 2007, Special Occupancy Requirements, Section 21.20.13.2.1.  
At the end of the sub-section NFPA 101, 30.3.5.4 was bracketed.  It is my 
understanding that a fair amount within that chapter was erroneously included 
in the 2007 standard.  Fast forward to the 2010 Edition, and it was moved to a 
new Annex D.  I think this was to try to alleviate any confusion on what was 
required.  Annex D was titled Sprinkler System Information from the 2009 
Edition of the Life Safety Code.  My understanding is that if the adopted cod  
e is anything other than NFPA 101, then the exceptions and omissions stated 
withing Annex D may and probably do not apply.  Of course, I'm always open to 
debate.

Curtis


- Original Message -
From: Ron Greenman rongreen...@gmail.com
To: sprinklerforum@firesprinkler.org
Sent: Thursday, September 27, 2012 6:26 PM
Subject: Re: Stupid closet question...


This is the conventional wisdom Curtis but I disagree. All model codes and 
standards are simply books until adopted, no matter what they are called.
I'll use Washington as an example: The Revised Code of Washington (RCW) 
stipulates there will be a building code. The Building Code itself derives from 
the International Building Code (currently the 2009 edition) and all the 
references and amendments as proposed by the State Building Code Council as 
submitted to the governor and adopted by the legislature. In its final form it 
is called the Washington Administrative Code (WAC) Chapter 

RE: Air Supply

2012-10-05 Thread George Church
Mind sharing the system volume for that much generator $?
You well know the volume range is huge, and with electronic accelerators now 
allowing reliably faster trip times, we've done some warehouse conversions that 
were monstrous. The one I'm thinking of had FM blessing, and a high pressure 
supply that got the delivery time needed, but I'm sure there are lots of other 
systems, and we've seen em especially in recycled old mill type buildings, 
where the Owner didn't want to pay for heat so there's a bunch of 8 risers 
with 6 DPVs. Not that an 8 would make any difference in delivery time in some 
low or medium pressure situations.
Tick   tick   tick   

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Tom Duross
Sent: Friday, October 05, 2012 4:20 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Air Supply

George, the generator I bought with an autopurge valve for the line to the ITV, 
a sensor for checking N2 concentration, storage tank, was $6800.  I'm gambling 
on limited data here that this 10K investment on a system will save my customer 
from having to replace 50K in pipe and fittings only 30 years old (30 years or 
less from now, not to mention the inconvenience, details, etc.).  Bottles are 
cheap but I was leery about a couple of 5000 PSI bombs 20' from bedrooms.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Friday, October 05, 2012 11:22 AM
To: Charles Thurston; sprinklerforum@firesprinkler.org
Subject: RE: Air Supply

$
You've got a belt and suspenders cost for a customer who, by code, only needs 
one. 
And it didn't have to be the more expensive N2 version.
So when presenting the idea of minimizing future corrosion, he's got the 
following, grabbing $ out of the air:
1. plant air- $600 for an AMD
2. Compressor- $1500
3. Bottle and HP AMD- $3000
4. Generator- 15000
5. Gen and bottle- $18,000

I'm seriously just trying to illustrate order of magnitude, anyone else doing 
bottles and generators now can chime in if I'm off by a factor of 5 or 10. But 
costs vary with system size etc.


George L.  Church, Jr., CET
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Charles Thurston
Sent: Friday, October 05, 2012 11:07 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Air Supply

Hello,

Use bottled nitrogen for the 30 minute refill time and the nitrogen generator 
for the pressure maintenance of the system.

Friday, October 5, 2012, 10:55:28 AM, you wrote:

 Ron,

 I requested a technical interpretation from NFPA for that exact question.

 My question was:

 NFPA 13, 2010, 7.2.6.2.2 states; The air supply shall have a capacity 
 capable of restoring normal air pressure in the system within 30 minutes.

 It does not state that the system shall be restored to normal system 
 pressure in 30 minutes. It states that the air supply shall be capable 
 of restoring the system to normal pressure in 30 minutes.

 My question is, If you can prove through calculations that the air 
 supply is capable of restoring normal pressure in 30 minutes, would it 
 be acceptable to actually take longer than 30 minutes to restore 
 normal
pressure?

 The purpose for the delayed fill time would be to use a nitrogen 
 generator as a pressure source instead of an air compressor. If an 
 empty system was initially pressurized with nitrogen, that would 
 eliminate the purging process that would be necessary if the system 
 was first pressurized with air and then the air slowly replaced by 
 nitrogen over time. This would help to slow any oxygen corrosion that 
 might be initiated if the system was filled with air.

  Membrane type oxygen generators work by forcing air into a membrane 
 that separates the nitrogen from the oxygen. The CFM output of a 
 nitrogen generator is about 50% less than the CFM of the air 
 compressor supplying the nitrogen generator. The nitrogen generator 
 has a bypass loop so the system could be filled directly from the 
 compressor if desired. This is similar to the fill and maintain modes 
 of an Air Maintenance Device.


 Their response was:

 The intent of NFPA 13, 2010 edition §7.2.6.2.2 is to provide a 
 guideline which will protect the owner of the system from someone 
 installing an undersized compressor which would render systems out of 
 service for elongated periods of time while increasing service costs.
 The compressor is not required to be listed, in fact - a compressor is 
 not required.  The compressed gas supply may

RE: Roof piping system

2012-10-04 Thread George Church
I'd think it would move similar to a deluge valve when the pumper hits it.
How about hilti hdi-p drop-ins with rod up to riser clamps, with galv pipe nips 
over them. Allows maintain pitch.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Art Tiroly
Sent: Wednesday, October 03, 2012 4:40 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Roof piping system

Bidding on a repair to a dry standpipe system with underground supply that 
leaked below floor of an apartment building.

Running the pipe through the hall way to 4 standpipes is particularly difficult.

An option is to run galvanized pipe on the flat concrete roof to connect all
4 risers to one FDC.

Pipe will be supported on blocks with grooved ells and tees.

Does this pipe require restraint anchoring to the concrete roof deck?

If so at what spacing?

Arthur Tiroly
ATCO Fire Protection Design
Tiroly and Associates
24400 Highland Rd rm 25, CLE 44143
216-621-8899
216-570-7030 Cell
WWW.ATCOfirepro.com


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RE: Fire pump annual test

2012-10-04 Thread George Church
I'd agree, but sometimes it isn't much. 
We had a 572 HP diesel for a 3,000 @ 170 PLD that dropped like 400 RPM from 
churn to 150% (4,500 GPM!!!)
Limited selection in the big variable speed diesel drivers.
Had to increase pumproom 2' in width to fit the testosterone in.

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of djj8...@aol.com
Sent: Wednesday, October 03, 2012 2:09 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Fire pump annual test

When testing a fire pump, pump speed ALWAYS drops with increased flow. 
 
 
In a message dated 10/3/2012 8:43:56 A.M. Eastern Daylight Time, 
bcasterl...@fsc-inc.com writes:

Tom, let  me back-up and try to benefit from your experience. The speed is not  
suppose to change, but it does, right? Years ago I helped a fitter with some 
annual tests-- no matter what the rating, we took all the  readings at several 
(increasing) flow rates. I think I remember the speed  dropping, if only 
slightly, otherwise why measure it more than once! It  seems 'illegal'
to not drop.
BTW- good advice on not using the  individual 2.5 valves to calibrate the
flow- it is hard to forget having  to use both hands, elbows and forearms to 
keep them from vibrating out of  whack while being screamed at by an old.edu 
fitter, ankle deep in water,  hung-over, no rubber boots or coffee, early 
morning, mid- November in  Kansas :)

-Original Message-
From: bcasterl...@fsc-inc.com  [mailto:bcasterl...@fsc-inc.com]
Sent: Wednesday, October 03, 2012 5:30  AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Fire pump annual  test

Tom, I guess once we equate what goes out of the tachometer with  what goes 
into the thermometer, the speed does not change-- the  magic of the second law 
of thermodynamics! (or, as you put it--  'Pump affinity').

Quoting Tom Duross  tduro...@comcast.net:

 Brad, we measure rpm as a means of  adjusting pressures to rated  
 speed.  These pumps are magic  and speed is not supposed to change.   
 Pump affinity.   Also, when you have more than one pipe size  
 difference between  discharge and suction, you should adjust for 
 velocity pressure  (or read discharge after the  increaser).


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RE: Air Supply

2012-10-04 Thread George Church
First, why would you add air when the N2 alone is the cat's meow to minimize 
corrosion?
Next, with an AMD it's an auto air supply until its empty. If they keep a spare 
bottle and there's a low air whistle, and you haven't installed a leaker, then 
they can change it when they come in for work the next day. That is like a 
dream dry sys air supply, you could even connect the reserve so if the one guy 
who knows how to do it is on vacation, they don't freeze the system. Someone 
could keep an eye on it, too- like if they have quarterlies...
So you can tailor a setup that makes sense and is reliable and adds longevity. 
You can't account for every situation so I'm not going to try to address the 
code side.

We used bottles to avoid an air compressor in explosion-proof rated areas. Back 
when the WMAG was the only alarm days.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matthew J. Willis
Sent: Thursday, October 04, 2012 4:46 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Air Supply

Guess I am confused now. 5.1 is Labeled Automatic. Do sections 7.2.6.2.1 
2 apply? (07)
7.2.6.7 Nitrogen references you back to 5.1 Automatic...

R/
Matt

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Cahill, 
Christopher
Sent: Thursday, October 04, 2012 3:54 PM
To: sprinklerforum@firesprinkler.org
Subject: Air Supply

Looking over a job where the EOR wants to use cylinders to supply the air for a 
dry system.  There is plenty of power to the building so that's not the issue.  
They are showing lab air cylinders from both air (NC) and nitrogen (NO) into an 
AMD into the system.  I get automatic air is not required.  But I'm seeing NFPA 
13 '12-7.2.6.5.1 limiting air supply when AUTOMATIC to dependable shop system 
or a compressor.  I don't see bottles being allowed.  Or that is to say I don't 
see bottles as being a dependable shop system.

I assume some of you have done bottles for the air to a dry system?  As I read 
you can have them if someone manually opens a valve and refills the system when 
needed?  Of course this is even confusing.  Is there something on a manual fill 
system that requires daily checking?  Or are they relying on the low pressure 
alarm to note when time to refill?  Actually, the low pressure alarm isn't even 
required, right, so are they waiting for a system trip to know when to add air?

If manual is allowed isn't an AMD off a bottle a little better but not quite 
the full blown compressor?  Why would they restrict the middle on the order of 
worst to best?

Who wants to straighten me out 'cuz none of us here have ever seen bottles used 
on a system?

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

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




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RE: Fire Pump on vibration spring type isolators

2012-10-01 Thread George Church
Might be quicker to ask the specifying EOR where this is permited in #20 
because you can't find it and you, and 600 of your sprinkler friends, have 
never seen it done. Might be a reason.
Plus it might
a-make him think 
b-make him look at #20
c-make him figure it out while you do something productive.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby Gillett
Sent: Monday, October 01, 2012 2:39 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Fire Pump on vibration spring type isolators

We do a good share of pumps, doesn't sound like a good idea to me either. I 
would definitely run it by the pump representative and get their thoughts.
Curious to see who is requiring this and how it shakes out.

Bobby Gillett
Sr. Project Manager
Key Fire Protection, Inc.
(731) 424-0130 office  (731) 424-9285 fax
(731) 267-4853 cell
www.keyfireprotection.com
 
-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Monday, October 01, 2012 1:31 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Fire Pump on vibration spring type isolators

This does not sound like a good idea to me. After a cursory glance at 20, the 
Handbook, and a couple of others books I couldn't find anything to back up my 
gut opinion. I'm curious as to what others think and know.

On Mon, Oct 1, 2012 at 11:18 AM, Gregg Key gr...@keyfps.com wrote:

 Formites and fire protection friends,

 Has anyone here ever installed an electric fire pump on these spring 
 type isolators? We usually install them on a pad, but recently had 
 someone require us to install on the isolators. Any help would be appreciated.

 C.Gregg Key, SET
 Key Fire Protection Services,Inc
 Project Manager
 (O) 706-790-3473
 (C) 706-220-8821


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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:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their vocations. -Francis Bacon, 
essayist, philosopher, and statesman (1561-1626)
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RE: Fire Pump on vibration spring type isolators

2012-10-01 Thread George Church
How much is a 10 x 96 long flex coupling?
Well, two of them

Any cost overruns could be covered by a quarter slot, mount a saddle to it 
(western) and hit the button!


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
craig.pr...@ch2m.com
Sent: Monday, October 01, 2012 5:52 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Fire Pump on vibration spring type isolators

Looks like someone did a cut and paste from a general mechanical spec and just 
painted it red for fire protection.

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 Gregg Key
Sent: Monday, October 01, 2012 5:48 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Fire Pump on vibration spring type isolators

Good input guys, I thought it was a cook book spec but needed some info to 
reply. BTW here is the actual spec section

Mount fire pump(s) on vibration spring-type isolators. Provide hot dipped 
galvanized housings and neoprene coated springs. Minimum horizontal stiffness 
shall equal to 75 percent vertical stiffness with working deflection between 
0.3 and 0.6 of maximum deflection. Provide with leveling devices with minimum 
1/4 inch (6 mm) thick neoprene sound pads and zinc chromate plated hardware.
1. Sound Pads: Size for minimum deflection of 0.05 inch (1.2 mm) and meet 
requirements for neoprene pad isolators.
2. Restraint: Provide heavy mounting frame and limit stops.



C.Gregg Key, SET
Key Fire Protection Services,Inc
Project Manager
(O) 706-790-3473
(C) 706-220-8821

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Timothy W Goins
Sent: Monday, October 01, 2012 5:38 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Fire Pump on vibration spring type isolators

They're called vibration arresters and I can see where there will be alignment 
problems. Ask your pump supplier if he has a listed assembly that uses them, if 
not supply a letter indicating such to the EOR and a RFI for farther 
instructions.

For I am not ashamed of the gospel , , because it is God’s power for salvation 
to everyone who believes... HCS Romans 1:16

On Oct 1, 2012, at 4:26 PM, Todd Williams t...@fpdc.com wrote:

 Lets think about this. The pump is going to be on springs and will be able to 
 move up and down and side to side. When the pump starts, the impeller will 
 rotate creating a torque. The torque will push down on some springs and lift 
 up on others. Whereas the torque is usually absorbed by the pad, it will now 
 be absorbed by the pipe and fittings attached to it (until the springs max 
 out). I will be outside with a catcher's mitt to collect the flying debris. 
 
 
 
 At 05:05 PM 10/1/2012, you wrote:
 Might be quicker to ask the specifying EOR where this is permited in #20 
 because you can't find it and you, and 600 of your sprinkler friends, have 
 never seen it done. Might be a reason.
 Plus it might
 a-make him think
 b-make him look at #20
 c-make him figure it out while you do something productive.
 
 
 George L.  Church, Jr., CET
 Rowe Sprinkler Systems, Inc.
 PO Box 407, Middleburg, PA 17842
 877-324-ROWE   570-837-6335 fax
 g...@rowesprinkler.com
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby 
 Gillett
 Sent: Monday, October 01, 2012 2:39 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Fire Pump on vibration spring type isolators
 
 We do a good share of pumps, doesn't sound like a good idea to me either. I 
 would definitely run it by the pump representative and get their thoughts.
 Curious to see who is requiring this and how it shakes out.
 
 Bobby Gillett
 Sr. Project Manager
 Key Fire Protection, Inc.
 (731) 424-0130 office  (731) 424-9285 fax
 (731) 267-4853 cell
 www.keyfireprotection.com
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron 
 Greenman
 Sent: Monday, October 01, 2012 1:31 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Re: Fire Pump on vibration spring type isolators
 
 This does not sound like a good idea to me. After a cursory glance at 20, 
 the Handbook, and a couple of others books I couldn't find anything to back 
 up my gut opinion. I'm curious as to what others think and know.
 
 On Mon, Oct 1, 2012 at 11:18 AM, Gregg Key gr...@keyfps.com wrote:
 
 Formites and 

RE: Sprinkler head Temperature requirement

2012-09-29 Thread George Church
I believe that's the intent of having 286*F in storage with less demanding 
criteria than 165*F.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Friday, September 28, 2012 2:39 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Sprinkler head Temperature requirement

From a heat release aspect, and having had a somewhat recent furniture store 
fire nearby, I think you'll get hot enough fast enough to start popping heads 
very quickly. In fact I'd think that the 286 heads would be better at keeping 
the rings not really covering the fire from going off too soon. Not based on 
data mind you, just me thinking, and that's a dangerous course to steer by.

On Fri, Sep 28, 2012 at 10:47 AM, Steve Leyton
st...@protectiondesign.comwrote:

 Snake oil sales talk at its finest.  I believe that part of the 
 reasoning behind section 8.3.23 (new to the 2010 ed., BTW) was for
 applications such as this.   I agree with you that replacement of the
 sprinklers is not required.  Is the AHJ working from the 2010 edition 
 or an earlier one - could that be the issue?

 Steve




 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 mphe...@aerofire.com
 Sent: Friday, September 28, 2012 10:39 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Sprinkler head Temperature requirement

 Let's just say that I value the very broad base of experience you have
 amassed in working in the California market.   :-)
 Mark at Aero

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve 
 Leyton
 Sent: Friday, September 28, 2012 10:30 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Sprinkler head Temperature requirement

 Just to clarify - are you lumping me into the set of professionals, 
 or hoping that I know of one who can speak to this issue?

 SL




 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
 mphe...@aerofire.com
 Sent: Friday, September 28, 2012 10:00 AM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Sprinkler head Temperature requirement

 I have a Friday question for the forum, and maybe Roland is able to 
 respond with some intent perspective. In a 27' high industrial  spec 
 building, we installed sprinkler heads rated at 286 degree. This was 
 permitted, installed, inspected and approved. The owner now has a 
 tenant lease which will build out the entire building as a retail 
 furniture showroom, no ceiling and no storage. The local fire 
 inspector is siting NFPA 2002 Edition section 8.3.2.2,  Where maximum 
 ceiling temperatures exceed 100 degrees F, sprinklers with temperature 
 ratings in accordance with  the maximum ceiling temperatures of Table 6.2.5.1 
 shall be used.
 , as a requirement to remove all the sprinklers in the building and 
 replace them with 212 degree F sprinklers.  My contention is that the 
 next section,  8.3.2.3 High temperature sprinklers shall be permitted 
 to be used throughout ordinary and extra hazard occupancies and as 
 allowed in this standard and other NFPA codes and standards., allows 
 the ex  isting 286 degree sprinklers to remain and be in compliance 
 with NFPA 13. What say the professionals, Roland, Steve, George, Ron, 
 Rod, Anyone .?
 Mark at Aero


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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:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their vocations. -Francis Bacon, 
essayist, philosopher, and statesman (1561-1626)
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RE: galvanized to steel connections

2012-09-29 Thread George Church
Too late to make you r modifications and paint the whole thing red before 
calling for inspection?
Doubt any of us are providing a blast finish onsite.
Letter from Allied on XL and black?


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of å... 
Sent: Friday, September 28, 2012 4:58 PM
To: SprinklerFORUM@firesprinkler.org
Subject: galvanized to steel connections

 If zinc reacted with steel wouldn't it occur on galvanized pipe itself as 
well.  Zinc does react with steel, and that is the precise method by which it 
is used to protect the steel.  The zinc is the 'white knight' that falls on its 
sword to save the steel.  However, if the steel is hermetically sealed in a 
film of zinc, then there is no physical motivation for the sacrifice,  because 
the complete circuit has not been 'set up.'  When there is a complete film of 
zinc, there is no electrolyte (usually water) to act as one of the 'wires ' 
that carry current in a completed circuit.

In the real world, pipe is not always unloaded from the truck, let alone 
shipped to the distributor from the foundry, with actions taken with 
consideration that the zinc needs to treated with kid gloves to maintain its 
hermetically sealed status.  While the steel doesn't have to be *
hermetically* sealed, the fewer imperfections, the less the zinc has to work at 
sacrificing.  When the breaks in the zinc film are small (~  2 mm) and there 
is water over/in/on the break, the zinc does what the zinc is supposed to do -- 
react by corroding away into the water as the cation in a newly dissolved salt. 
 But as the breaks in the zinc become bigger it gets more and more difficult 
for the zinc on the perimeter-of-the-break to effectively protect the steel 
pipe furthest from this zinc.

In the case of the questioner, there obviously is a 'substantial break' in the 
zinc film occuring at the zinc-steel pipe union.  Zinc will corrode on that 
interface, if there is water present.

This is where a well cleaned and painted steel surface comes in (my bad for not 
mentioning earlier that sandblasting a zinc coating is probably not the best 
design that has been offered up).  A painted steel surface prevents
(ideally) the water from acting as the
necessary-and-previously-missing-wire that completes the galvanic cell 
circuitry.

Now, new evidence has been introduced.  We now know the steel-zinc interface 
occurs indoors.  While an indoor steel-zinc interface may appear to be better 
than an outdoor steel-zinc interface, unfortunately, nuances and devilish 
details enter here that keep corrosion engineers busier than fitters.

Steel-zinc interfaces outdoors in Yellowknife, NWT are usually quite dry, 
because water freezes out of the air up there.  Corrosion in Yellowknife, is 
relatively slow.  Outdoors at Dead Horse Point, UT is not very corrosive 
either, not because it is cold, but because it again, is so dry.  Depending 
upon where your 'indoors' is located with respect to outdoors, you could have 
very ripe conditions for accelerated corrosion.  Consider air conditioning in a 
St. Louey, MO office in late August (I think they used to offer tropical pay to 
foreign consulars there).  As the A/C drops the air temperature down to its dew 
point, that water vapor is going to last as long as cross at a KKK convention 
if a sprinkler pipe is around to absorb heat from its condensation.  If you 
want examples of steel-zinc corrosion happening indoors, I can refer you to the 
man who can provide you that photo forum.

While it does not make for inspiring, charismatic or a reassuring FOX news 
interview , the answers to corrosion remains:  'Not if, but when'.  And if 
'when', then that depends.

scot deal
excelsior fire
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RE: Sprinkler head Temperature requirement

2012-09-29 Thread George Church
You can lead an AHJ to water but you can't make him think. Or see what you 
think is obvious.
Might want to print out responses from the Forum and show him what your peers 
say and cite (save this for when he still says No). 

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Leyton
Sent: Saturday, September 29, 2012 2:52 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Sprinkler head Temperature requirement

All said and done, I think it's pretty clear that the intent is to allow the 
use of those sprinklers.
 
SL



From: sprinklerforum-boun...@firesprinkler.org on behalf of mphe...@aerofire.com
Sent: Sat 9/29/2012 11:39 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Sprinkler head Temperature requirement



The 2002 version of 8.3.2.3 differs from 2010 only by the inclusion of 
intermediate temp in the text. The store will be display in room style 
settings, no storage. The roof is at 27 feet and is a panelized wood 
structure with open web wood joist on 8' centers, and I agree with you on the 
benefit of the 286* F sprinklers providing better performance.
Mark at Aero

- Original Message -
From: Steve Leyton [mailto:st...@protectiondesign.com]
Sent: Saturday, September 29, 2012 10:14 AM
To: sprinklerforum@firesprinkler.org sprinklerforum@firesprinkler.org; 
sprinklerforum@firesprinkler.org sprinklerforum@firesprinkler.org
Subject: RE: Sprinkler head Temperature requirement

At home this morning and don't have the 2002 NFPA 13 laying around, but it may 
be that if the older standard doesn't include the conditional application 
granted in 8.3.2.3 (2010 ed.) then he or she is holding you to the letter of 
the 2002.  You might want to point out that the intent of any TC can generally 
be found in the latest edition of a standard.  

When you say furniture retail, is this going to be a showroom only, with the 
sales floor done up as rooms for display only?  Or will there be an area for 
storage as well, and what fire load overall do you anticipate?   Seems to me 
that even a moderate load of furniture can still generate a pretty high release 
of energy and the 286 sprinklers (as Ron mentioned, I think) may well respond 
more symettrically.   What is the height of the deck above and what's it framed 
with?

SL



From: sprinklerforum-boun...@firesprinkler.org on behalf of mphe...@aerofire.com
Sent: Sat 9/29/2012 5:56 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Sprinkler head Temperature requirement



What we have is High temp heads installed in an ordinary hazard occupancy. I 
believe 8.3.2.3 does explicitly allow this. The inspector has a different 
opinion. My position is 8.3.2.3 doesn't leave room for opinions, and wasn't 
intended to!
Mark at Aero

- Original Message -
From: Bruce Verhei [mailto:bver...@comcast.net]
Sent: Saturday, September 29, 2012 12:47 AM
To: sprinklerforum@firesprinkler.org sprinklerforum@firesprinkler.org
Subject: Re: Sprinkler head Temperature requirement

Mark

My understanding of this is to ensure that ordinary temp heads are replaced 
with at least intermediate heads are installed to prevent head operation in 
absence of a fire.

Bv

Sent from my Motorola ATRIX(tm) 4G on ATT

-Original message-
From: Roland Huggins rhugg...@firesprinkler.org
To: sprinklerforum@firesprinkler.org
Sent: Fri, Sep 28, 2012 22:40:08 GMT+00:00
Subject: Re: Sprinkler head Temperature requirement

as Todd already said, it is explicitly allowed by 8.3.2.3 unless the AHJ is 
trying to call it a light hazard occupancy.

Roland

On Sep 28, 2012, at 10:00 AM, mphe...@aerofire.com mphe...@aerofire.com  
wrote:

 I have a Friday question for the forum, and maybe Roland is able to  respond 
 with some intent perspective. In a 27' high industrial   spec building, we 
 installed sprinkler heads rated at 286 degree.  This was permitted, 
 installed, inspected and approved. The owner now  has a tenant lease which 
 will build out the entire building as a  retail furniture showroom, no 
 ceiling and no storage. The local fire  inspector is siting NFPA 2002 
 Edition section 8.3.2.2,  Where  maximum ceiling temperatures exceed 100 
 degrees F, sprinklers with  temperature ratings in accordance with  the 
 maximum ceiling  temperatures of Table 6.2.5.1 shall be used. , as a 
 requirement to  remove all the sprinklers in the building and replace them 
 with 212  degree F sprinklers.  My contention is that the next section,   
 8.3.2.3 High temperature sprinklers shall be permitted to be used  
 throughout ordinary and extra hazard occupancies and as allowed in  this 
 standard and other NFPA codes
 and standards., allows the  existing 286 degree sprinklers to remain 

RE: Excellent comments from a smart guy

2012-09-21 Thread George Church
If it's a low ceiling, and you can get max 7' storage in it or less, OH1?


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Leyton
Sent: Friday, September 21, 2012 5:01 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Excellent comments from a smart guy

Not to prolong the prolongation but ...   

Galen's comments were based in part on CA amendments, so like much of what we 
discuss here in the forum, there isn't necessarily one global
solution.   I'm not sure as to what other states may do, but generally
the applicability of 13R is governed by construction type and whether or not 
the sprinklers are counted as a substitution or not.  Once common miss is that 
13R systems are used (or proposed) in buildings taking an additional story and 
the building code says you can't do that, it must
be 13.   As to the specifics of the thread, you are - of course -
technically correct in that you pick a design basis and stay with it.
But in the case of this basement I'm still not understanding of the 
compartmentalization or reduction in density issues that have been raised.  
Whether the BOD is 13R or 13 is irrelevant: it's an area outside the dwelling 
unit, it's not misc. storage (an accessory use) it's GENERAL storage (a 
dedicated use) and every way I look at it the design comes back to OH2 per NFPA 
13. 

The foregoing is my opinion only and does not necessarily represent the opinion 
or intent of the NFPA 13D/13R Technical Committee on Residential Sprinkler 
Systems.

Steve Leyton
Protection Design  Consulting
San Diego, CA


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Mark Sornsin
Sent: Thursday, September 20, 2012 10:53 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Excellent comments from a smart guy

Not to prolong this discussion, but... 

 Basement Storage in Multi-Residential: According to the Building ode the 
common storage area located in the basement of a Group R-2 multi-residential 
building such as apartments or condos would be a Group
-1 occupancy which must be separated from the R-2 by one-hour fire barriers. 
While the R-2 may be protected by a 13R system, the S-1 must e protected by a 
full 13 system. 

Isn't it more accurate to say that given the S-1 occupancy in the basement, and 
R-2 on the floors above, the system is to be designed to NFPA 13R, with the 
storage areas getting their protection criteria from NFPA 13? The point being: 
you don't design a building to both NFPA 13 and 13R. It sounds like semantics, 
but it more than that because being part of a larger NFPA 13R building, that 
storage area does NOT necessitate all of the design requirements of NFPA 13.

Mark A. Sornsin, PE| Fire Protection Engineer Ulteig Engineers, Inc.| Fargo, ND 
mark.sorn...@ulteig.com ___
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RE: Basements storage in multiple dwellings

2012-09-20 Thread George Church
There are some exceptions for storage areas that are broken into maybe 500 SF 
max areas being allowed to bbe .05 with resi's, I believe. 


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Leyton
Sent: Wednesday, September 19, 2012 11:57 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Basements storage in multiple dwellings

You said it was as storage basement - what do you mean by the reference  ... 
under the exception residential fire loading ...?

SL




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
kmick44...@aol.com
Sent: Wednesday, September 19, 2012 8:47 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Basements storage in multiple dwellings



Ok
then that leads to nfpa 13 with quick response sprinkler and room design method 
@ 0.1 density  or could that qualify under the exception residential fire 
loading of 13R outside the dwelling



 
-Original Message-
From: Steve Leyton st...@protectiondesign.com
To: sprinklerforum sprinklerforum@firesprinkler.org
Sent: Wed, Sep 19, 2012 11:07 am
Subject: RE: Basements storage in multiple dwellings


Basements that are not used as a dwelling unit in a conforming esidential 
building are addressed in NFPA 13R, 7.2 Design Criteria - utside Dwelling Unit.
The foregoing is my opinion only and does not necessarily represent the pinion 
or intent of the NFPA 13D/13R Technical Committee on Residential prinkler 
Systems.
Steve Leyton
rotection Design  Consulting
an Diego, CA

Original Message-
rom: sprinklerforum-boun...@firesprinkler.org
mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of mick44...@aol.com
ent: Wednesday, September 19, 2012 6:54 AM
o: sprinklerforum@firesprinkler.org
ubject: Basements storage in multiple dwellings

an 13R be used in a common storage area basement  a multiple dwelling.
s the Basement considered part of dwelling if it is used as accessory torage to 
dwelling section 6.2.2 of 13 R permits residential sprinklers n certain areas 
with similar fire loading

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RE: Basements storage in multiple dwellings

2012-09-20 Thread George Church
Remember only a handful of 13 requirements apply 


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
kmick44...@aol.com
Sent: Thursday, September 20, 2012 10:06 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Basements storage in multiple dwellings


thanks G
right now cellar is approx 1200 sf 
i'm going to treat it as a separate space use the Rm dsg method @ 0.1 with QR 
sprinklers.




-Original Message-
From: George Church g...@rowesprinkler.com
To: sprinklerforum sprinklerforum@firesprinkler.org
Sent: Thu, Sep 20, 2012 9:50 am
Subject: RE: Basements storage in multiple dwellings


There are some exceptions for storage areas that are broken into maybe 500 SF 
ax areas being allowed to bbe .05 with resi's, I believe. 

eorge L.  Church, Jr., CET  
owe Sprinkler Systems, Inc.
O Box 407, Middleburg, PA 17842
77-324-ROWE   570-837-6335 fax
l...@rowesprinkler.com

-Original Message-
rom: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] 
n Behalf Of Steve Leyton
ent: Wednesday, September 19, 2012 11:57 AM
o: sprinklerforum@firesprinkler.org
ubject: RE: Basements storage in multiple dwellings
You said it was as storage basement - what do you mean by the reference  ... 
nder the exception residential fire loading ...?
SL


Original Message-
rom: sprinklerforum-boun...@firesprinkler.org
mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
mick44...@aol.com
ent: Wednesday, September 19, 2012 8:47 AM
o: sprinklerforum@firesprinkler.org
ubject: Re: Basements storage in multiple dwellings

Ok
hen that leads to nfpa 13 with quick response sprinkler and room design method 
 0.1 density  or could that qualify under the exception residential fire 
oading of 13R outside the dwelling

 
Original Message-
rom: Steve Leyton st...@protectiondesign.com
o: sprinklerforum sprinklerforum@firesprinkler.org
ent: Wed, Sep 19, 2012 11:07 am
ubject: RE: Basements storage in multiple dwellings

asements that are not used as a dwelling unit in a conforming esidential 
uilding are addressed in NFPA 13R, 7.2 Design Criteria - utside Dwelling Unit.
he foregoing is my opinion only and does not necessarily represent the pinion 
r intent of the NFPA 13D/13R Technical Committee on Residential prinkler 
ystems.
teve Leyton
otection Design  Consulting
n Diego, CA
Original Message-
om: sprinklerforum-boun...@firesprinkler.org
ailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of mick44...@aol.com
nt: Wednesday, September 19, 2012 6:54 AM
: sprinklerforum@firesprinkler.org
bject: Basements storage in multiple dwellings
an 13R be used in a common storage area basement  a multiple dwelling.
 the Basement considered part of dwelling if it is used as accessory torage to 
welling section 6.2.2 of 13 R permits residential sprinklers n certain areas 
ith similar fire loading
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RE: Sprinkler design for class IV rack storage

2012-09-20 Thread George Church
I'd say Special Application, usually a larger K Factor that reduces pressure 
demand compared to what you might ordinarily used.

Think of a K25 ESFR's ability to reduce pressure requirements to eliminate the 
need for a fire pump since you only need 15 PSI instead of 75.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Cesar Lira
Sent: Thursday, September 20, 2012 11:25 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Sprinkler design for class IV rack storage

Hi Scot.
Could you explain what do you mean with Ergo named S.A.?

C.L.R. 


-Mensaje original-
De: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] En nombre de å... 
Enviado el: jueves, 20 de septiembre de 2012 03:34 a.m.
Para: SprinklerFORUM@firesprinkler.org
Asunto: Sprinkler design for class IV rack storage

Andrei:

You might be able to avoid a pump if you go in-rack.  but your client
probably will experience a broken in-rack sprinkler   in their future
operations, and be quite upset.

Special application sprinklers usually offer an advantage by reducing the 
demand for  pressure-volume work (i.e. pump size), ergo their name SA.

Control-mode, ceiling-only will probably demand a bit more  pressure-volume 
work from your source, but the sprinkler might be a bit less expensive that SA.

Since you are attempting to design a sprinkler system without having to replace 
a fire pump, it appears you will need to pursue each option and see what the 
demand is, relative to the supply your pump offers.  There are slight 
improvements that can be made to pump performance, based upon changing out 
impellers, but that is only if the demand is close to the pump's current supply 
capacity.


There is no single 'best' answer.  You, as designer need to weigh your 
variables and make a judgment (and describe the rationale) for the stakeholders 
as to why you choose what you chose.



scot deal
excelsior fire
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RE: Star Phantom cut sheet

2012-09-18 Thread George Church
Might want to know that there wasn't anything preventing a couple of those 
springs being used to attach the cover plate, so the drop length might or might 
not be the one you calculated, or the one that didn't have to be recut if you 
had some spare springs. Please don't ask me why I know this, I was lowly and 
not in control of that situation, wasn't widespread. 

More recently I found out a competitors discovery that the plastic protective 
cap can be used, with the end cut off, as a coupling to eliminate the need to 
cut your drops longer- just shove the circular part of the cap back on, and 
it engaged the cover plate nicely. Wouldn't have known without getting above 
the ceiling. Do we give em credit for creativity in the midst of lowering the 
coverage area to a couple feet?

Maybe we should appoint someone to collect emails from us old fats, war stories 
with names changed to protect those with the expense accounts. Be some great 
reading. And remember-lap dances are NOT expensible, as the one training video 
I saw kept mentioning. And there's the new sound track for that scene from A 
Few Good Men you may have seen, 
Did you submit those drawings? with Jack Nicholson and Tom cruise with 
sprinkler soundtrack. Hilarious.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne Martinez
Sent: Tuesday, September 18, 2012 12:24 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Star Phantom cut sheet

Thanks will do.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ben Young
Sent: Tuesday, September 18, 2012 11:15 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Star Phantom cut sheet

Dewayne,

I don't know if you've gotten this yet or not, but if you call Tyco technical 
support, they will email you any data sheet you need from their back catalog.

1-800-381-9312, Option 2, then option 1 will get you to the sprinkler guys.

Hope this helps.

Benjamin Young



On Tue, Sep 18, 2012 at 8:52 AM, Dewayne Martinez deway...@dbfp.net
wrote:

 Does anyone have a cut sheet for an old Star Phantom PH1 concealed 
 sprinkler they can send me off forum.

 I need to do some head replacements and need to know what current head

 will work.

 Thanks,



 Dewayne Martinez

 Design Build Fire Protection

 262-784-7900 (w)

 262-784-8401 (f)

 414-349-0468 (cell)



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RE: Shutoff at Service Entrance

2012-09-17 Thread George Church
How do you know that we didn't harden ANY buildings after 9/11? Data on all 
buildings in the world? You jump your mentor over no data, then make a claim as 
all-encompassing as that? I'd be surprised if SOMEONE didn't do SOMETHING to 
harden their building after that terrible catastrophe. It's a really big world 
to make NO, ALL, NEVER and ALWAYS work correctly in a sentence. I'll always bet 
there's ONE exception to a general statement like that. I don't believe 
harden is defined as making a building able to survive a 747 hit, so wouldn't 
a couple concrete barriers at the entry harden them?

We protected the Army Heritage and Education Center (AHEC) at the War College 
in Carlisle, PA. Art and Tommy D are grinning, they've been to Carlisle. 
Anyway, there was a rep from the anti-terrorist task group in attendance at 
every meeting. There's not a swale that can hide a terrorist and the building 
was secure and protected far beyond what would have been before 9/11. That's 
one.

I've often installed valves at service entrances out of my pocket since it's 
the right thing to do. IF you need it, it's there. Fully get it doesn't have to 
be there, agree a WFS doesn't have to be. But I don't want an open 2.5 FHV on 
an unsupervised standpipe filling th4e stair tower so we have WFS at the 
entrance. So I've wasted $500 of my money numerous times in the past. I sleep 
well at night-priceless.

I am glad my daughter's no longer working at the Empire State Building, tho her 
living in NYC, routinely riding the subway at night, doesn't bother me a bit.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Thursday, September 13, 2012 10:11 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Shutoff at Service Entrance

Hard to take a swing at my friend and mentor here but anecdotal without data to 
suggest this is a common problem worth addressing. Would the WFS not been 
installed if the pipe ran outside the wall? If the mis-installed connection 
came loose (there are thousands of flexible couplings out there that have not 
let loose and every catastrophic coupling failure I've ever seen--no more than 
half a dozen--have all been installation errors although I suppose there is an 
occasional defective part) before opening and it was outside the wall the 
damage would have been as severe. Everything is entropic. All organized 
structures want to disorganize. That means buildings want to fall down, parts 
want to break, installers want to cut corners. What level of quality control do 
we need to lessen the effects of entropy, and for how much? Prescriptive codes 
establish a minimum level that we can't go below. We can certainly spend more 
to mitigate but it's the owner's money, not ours, and we'd better be able to 
justify extras, redundancies, higher quality of materials than those that just 
meet a minimum, with real arguments that the man with the money can understand 
and make informed decisions from. Not only didn't we harden every big building 
in America after 9-11, but we didn't harden any buildings. Had 9-11 been 
followed by an airplane hitting the Seats Tower, and then the Trans-america 
Building, the Statue of Liberty, the Golden Gate Bridge, etc., then at some 
point the reoccurrence of iconic American structures collapsing might have sent 
us to a different assessment.

On Thu, Sep 13, 2012 at 6:48 PM, Ed Vining edvinin...@gmail.com wrote:

 We had a designer who insisted on having a waterflow indicator inside 
 the building wall when this situation existed.  He even set it up with 
 a longer retard than the system WFI's and a circuit that squashed the 
 main WFI when a system WFI operated.  No sense confusing the FF's.  A 
 flexible connection let go very early one morning, before the building 
 was occupied.  The building owner was grateful for the WFI.

 Ed Vining, retired, guest.
 4819 John Muir Rd
 Martinez CA 94553
 925-228-8792
 Cell 925-787-0465


 On Thu, Sep 13, 2012 at 4:57 PM, Jarron Gass jg...@zoominternet.net
 wrote:

  My concern is probably shifting more to whether or not this should 
  have a flow switch for that portion of the piping.  I can accept 
  that there is a shutoff outside in the meter pit, but i feel like 
  this should be
 monitored.
   That is probably more a want than a need.
 
  ~Jarron
 
  Sent from my Verizon Wireless Droid
 
 
  -Original message-
  From: jhoff...@kcp.com
  To: sprinklerforum@firesprinkler.**org 
  sprinklerforum@firesprinkler.org
 
  Sent: Thu, Sep 13, 2012 22:12:31 GMT+00:00
  Subject: Re: Shutoff at Service Entrance
 
  Well for a real life situation where this exists, albeit in a very 
  large building in Kansas City --- picture a 1000 feet by 2000 feet building.
  10-inch fire 

RE: wax coated - quick response sprinkler

2012-09-17 Thread George Church
Some of the Teflon white coatings are listed corrosion proof, use a deep dish 
stainless escutcheon not recessed and you're free of listing the combo of spkr 
and esc.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matthew J. Willis
Sent: Friday, September 14, 2012 2:08 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: wax coated - quick response sprinkler

Check with the Manf. One I used offered poly coated as standard. The problem 
you are going to run into is the esch. They are not coated, and are listed only 
with their respective manf. (semi-recessed of course).

R/
Matt

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Larrimer, Peter 
A (CEOSH)
Sent: Friday, September 14, 2012 10:58 AM
To: 'sprinklerforum@firesprinkler.org'
Subject: wax coated - quick response sprinkler

Most learned forum.

Can anyone tell me if there is a wax coated - quick response sprinkler on the 
market?  I have a facility looking for one for a swimming pool application.

Thanks

Pete Larrimer
Dept of VA


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RE: NJ windowless Basements N.J.A.C. 5:70-4.7

2012-09-17 Thread George Church
So treat it conceptually as a manual wet standpipe with sprinklers on it.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of John Drucker
Sent: Sunday, September 16, 2012 1:01 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: NJ windowless Basements N.J.A.C. 5:70-4.7

Joel wrote; And there is no hydraulic requirements?

What Dave said below. 

Remember (Emphasis in CAPS) (h) In all buildings, any windowless basement 
or story located below the seventh story shall be equipped throughout with an 
automatic fire suppression system INSTALLED IN ACCORDANCE WITH THE NEW JERSEY 
UNIFORM CONSTRUCTION CODE.  So you'll need to follow IBC 903, NFPA 13 and NSPC 
10.5 with the exception of the automatic water supply.

You'll need to make some water supply assumptions. Prudent is to determine what 
normal street supply would be even though damp systems don’t require an 
automatic water supply. From there determine the hazard and assign density, 
calculate coverage and pipe sizes. Remember back flow protection.

In a nutshell design it as if the water supply was automatic. 

Hope that helps,

John Drucker, CET
Fire Protection Subcode Official
Fire/Building/Electrical Inspector
Fire Marshals Office
Borough of Red Bank, NJ

Not the official position of any agency, association, committee or otherwise.  
Obtain required applications, permits, inspections and approvals from 
Authority(s) Having Jurisdiction. 


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Fyremarshal34
Sent: Sunday, September 16, 2012 12:31 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: NJ windowless Basements N.J.A.C. 5:70-4.7

It is supposed to be designed as if it had a normal water supply. The FDC being 
the water source if it is ever needed but the sprinklers and piping will 
provide proper density. That's why you need the supervised smoke detection to 
get an early alarm. Get the FD there and get adequate water to the system. 

Dave Herbert 
 

Sent from my iPhone

On Sep 16, 2012, at 12:00 PM, Joel Chaim activefireprotect...@gmail.com 
wrote:

 And there is no hydraulic requirements?
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of John 
 Drucker
 Sent: Saturday, September 15, 2012 11:17 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: NJ windowless Basements N.J.A.C. 5:70-4.7
 
 Hi Joel,  Yes it's called a damp system, heres the code section...
 
 N.J.A.C. 5:70-4.7 Fire suppression systems
 
 (h) In all buildings, any windowless basement or story located below 
 the seventh story shall be equipped throughout with an automatic fire 
 suppression system installed in accordance with the New Jersey Uniform 
 Construction Code.
 
 1. Stories or basements shall not be considered windowless when there 
 is provided on at least one side of such story or basement fire 
 fighter access through openings, such as windows, doors or access 
 panels, that are located entirely above the adjoining grade level.
 
 2. Such openings shall be at least:
 
 i. 32 inches by 48 inches in size, spaced not more than 100 feet apart 
 in each story or basement; or
 
 ii. 22 inches by 42 inches in size, spaced not more than 30 feet apart 
 in each story or basement.
 
 3. All openings for fire fighter access shall conform to all the following:
 
 i. Openings shall be unobstructed to allow fire fighting and rescue 
 operations from the exterior; and
 
 ii. Openings in stories at or above grade shall have a sill height of 
 not more than 36 inches as measured from the finished floor level.
 Openings in basements shall have no sill height restrictions; and
 
 iii. Openings shall be readily identifiable and openable from the 
 outside or shall be glazed with plain flat glass.
 
 4. When openings in a story are provided on only one side and the 
 opposite wall of such story is more than 75 feet from such openings, 
 the story shall be considered windowless unless openings as specified 
 above are provided on at least two sides of the exterior walls of the story.
 
 5. If any portion of a basement is located more than 75 feet from 
 openings as specified above, the basement shall be considered windowless.
 
 6. Windowless basements not exceeding 3,000 square feet in area shall 
 be exempt from this automatic suppression requirement, provided a 
 supervised automatic fire alarm system shall be installed in 
 accordance with the New Jersey Uniform Construction Code.
 
 7. In windowless basements greater than 3,000 square feet, but not 
 exceeding
 10,000 square feet in area, the required suppression system need not 
 be connected to a water 

RE: 9/11/2001

2012-09-11 Thread George Church
Sometimes I wonder if events like that are given so some of us have the 
opportunity to 
Be heroes
Do unusually nice things for people
Do remarkable things.
I've had so many people do such wonderful things for me that I wonder if that 
might be why we have cancer- so folks can rise to the occasion. 
I'll ask St Peter when I get up there, got a couple of other things I've been 
wondering about, anyway.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of John Drucker
Sent: Tuesday, September 11, 2012 9:07 AM
To: sprinklerforum@firesprinkler.org
Subject: 9/11/2001

In remembrance of 9/11/2001

WTC
Pentagon
Shanksville PA

May they rest in peace.

John Drucker, CET
Former Project Manager
World Trade Center NYC
Special Projects
Siemens Fire Safety
1993-2001


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RE: Golf Ball Commodity Class

2012-09-10 Thread George Church
Take Chris with you. He may have to take it home, but their oven is already 
trashed.

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matthew J. Willis
Sent: Monday, September 10, 2012 8:21 AM
To: 'Charles Thurston'; sprinklerforum@firesprinkler.org
Subject: RE: Golf Ball Commodity Class

About 40 years ago I placed one in our oven. When my mother pre-heated this old 
gas box, the ball expanded very quick and bounced around the inside of the oven 
creating damage. Later I cut one open and found the inside to be basically lots 
of tight wound rubber bands around a hard rubber super ball. Not sure what 
they are made of now, but I hear there is a golf course up the street here. I 
could go ask if I can come in to conduct testing...

R/
Matt

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Charles Thurston
Sent: Friday, September 07, 2012 4:27 PM
To: Matsuda, Richard
Subject: Re: Golf Ball Commodity Class

Hello Richard,

40 years ago We used to coat em in lighter fluid, THEN hit em down the street 
when I lived in Arlington, Tx

Friday, September 7, 2012, 4:03:45 PM, you wrote:

 Heck, it's Friday afternoon so I'll take a swing at this.
 I have to agree with Steve and Chris...probably some kind of plastic. 
 If not Group A, then Group B or Group C would make it Class fore or
Class 3.
 What I'd really like to do is go out to the driving range and try 
 burning a bucket of balls to see how big a fire I get...hit a few and 
 burn
a few.
 I love this forum...not only for the technical interpretations, but 
 also for the interesting topics offered for discussion.
 Hope y'all have a great weekend.
 rick

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve 
 Leyton
 Sent: Friday, September 07, 2012 2:54 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Golf Ball Commodity Class

 Chris, et al:

 The reason that nobody went there is that it was so obvious you don't 
 get credit for even the slightest measure of creativity.

 Most, but not all golf balls these days are two piece.   The center
 of them is generally rubber and the exterior is a type of plastic. 
 I would say - from what I've read on manufacturer's sites and the web 
 at large, that this would be a Group A.

 Steve Leyton

 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby 
 Gillett
 Sent: Friday, September 07, 2012 12:41 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Golf Ball Commodity Class

 Thank you. I was figuring minimum four and after looking I can base it 
 on that or the next level up and not be way out of wack - and 
 provide my basis in my scope. That way if its something else once they 
 do their homework, it can be adjusted.

 Thanks,

 Bobby Gillett
 Sr. Project Manager
 Key Fire Protection, Inc.
 (731) 424-0130 office  (731) 424-9285 fax
 (731) 267-4853 cell
 www.keyfireprotection.com
  
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Cahill, 
 Christopher
 Sent: Friday, September 07, 2012 2:34 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: Golf Ball Commodity Class

 Clearly Fooour!  Sorry had to go there.  And I assume you and I 
 are the only ones working because no one else jumped on that.

 I'm thinking free flowing plastics?  But reading the definition I have 
 a hard time believing they will block the flue.  A pile though may 
 create a smothering effect. I'm sticking with plain old plastics 
 because it's an 'and' on block the flue and smother.

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


 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bobby 
 Gillett
 Sent: Friday, September 07, 2012 1:59 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Golf Ball Commodity Class

 Anybody ever do rack storage of packaged Golf Balls? I am working on a 
 budget and trying to come up with the commodity class.

 Thank you,

 Bobby Gillett
 Sr. Project Manager
 Key Fire Protection, Inc.
 (731) 424-0130 office  (731) 424-9285 fax
 (731) 267-4853 cell
  http://www.keyfireprotection.com www.keyfireprotection.com 
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Re: drum drip in cold spaces

2012-09-05 Thread George Church
Todd
Looks like you have the answer. If they refuse to accept it, you are off the 
hook. 

Glc

Sent from my iPhone

On Sep 4, 2012, at 9:55 PM, Todd Williams t...@fpdc.com wrote:

 Roland, I'm not the EOR on this project, just the plebe doing the shop 
 drawings. The EOR put very little thought into the dry system for the attic 
 so now the dormers on both ends of the building are trapped. So far he has 
 been resistant to letting us put the DDs into the mechanical closet in the 
 apartment below. Hopefully the site visit tomorrow will resolve some of it.
 
 Interestingly, in CT, if you want to use something in an edition of NFPA 13 
 post 2002 that isn't included  in 2002, you have to get a modification from 
 the State Fire Marshal.
 
 
 At 03:50 PM 9/4/2012, you wrote:
 As the EOR, ensuring your client is well aware of the NFPA 25  
 requirements for draining all auxiliary drains as often as necessary  
 is time well spent.  From a design side, making sure they can find and  
 readily access all of them and they are shown on your plans as per  
 current editions (24.6.2(13) 2010 ed) is also time well spent.
 
 Roland
 
 On Sep 4, 2012, at 6:25 AM, Todd Williams wrote:
 
 I am working on a dry system where we have to install some drum  
 drips. However, they will be installed in the cold spaces (outside,  
 not cooler/freezer). Do these need to be protected from freezing?  
 Any suggestions how?
 
 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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RE: drum drip in cold spaces

2012-09-04 Thread George Church
What edition of 13? 13R? applies?


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Tuesday, September 04, 2012 9:25 AM
To: sprinklerforum@firesprinkler.org
Subject: drum drip in cold spaces

I am working on a dry system where we have to install some drum drips. However, 
they will be installed in the cold spaces (outside, not cooler/freezer). Do 
these need to be protected from freezing? Any suggestions how?

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

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RE: drum drip in cold spaces

2012-09-04 Thread George Church
And as mentioned in a different manner- after draining, open the bottom valve, 
lift a bucket of AF solution up around it, reach in and shut the lower valve- 
frost proofing. Doubt the flammability matters if the brass in the valve melts 
and allows the solution out in advance of water from the DPV. After water 
arrives, massive dilution.

Maybe not politically correct, but your service techs get more sleep at night. 
Course this is looking to lower the cost of ITM, which may or may not be your 
goal.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland Huggins
Sent: Tuesday, September 04, 2012 3:50 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: drum drip in cold spaces

As the EOR, ensuring your client is well aware of the NFPA 25 requirements for 
draining all auxiliary drains as often as necessary is time well spent.  From a 
design side, making sure they can find and readily access all of them and they 
are shown on your plans as per current editions (24.6.2(13) 2010 ed) is also 
time well spent.

Roland

On Sep 4, 2012, at 6:25 AM, Todd Williams wrote:

 I am working on a dry system where we have to install some drum drips. 
 However, they will be installed in the cold spaces (outside, not 
 cooler/freezer). Do these need to be protected from freezing?
 Any suggestions how?

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

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Re: Attic Remote Area

2012-09-03 Thread George Church
We just protected an OH2 store with a #22 tank and a pair of single phase #20 
pumps when 3 phase wasn't available. 
Cheaper than a pressure tank(s). 
Glc

Sent from my iPhone

On Aug 31, 2012, at 3:43 PM, Cahill, Christopher ccah...@burnsmcd.com wrote:

 Well I don't know how you get 30 minutes if only rocked on one side per:
 11.2.3.3.3 To utilize the room design method, all rooms shall be enclosed 
 with walls having a fire-resistance rating equal to the water supply duration 
 indicated in Table 11.2.3.1.2.
 
 And in #2 - 2,260 still isn't enough unless you meet the same rating issue 
 wherever an additional 275 sq.ft. might be. 
 
 I have used room design in these cases a couple times particularly where the 
 water supply was an issue.  Imagine no three phase power and no water.  
 Cutting a small attic in half saves the day with a single phase pump and 
 small tank. 
 
 Chris Cahill, PE*
 Senior Fire Protection Engineer, Aviation  Facilities Group
 Burns  McDonnell
 8201 Norman Center Drive
 Bloomington, MN 55437
 Phone:  952.656.3652
 Fax:  952.229.2923
 ccah...@burnsmcd.com
 www.burnsmcd.com
 
 Proud to be one of FORTUNE's 100 Best Companies to Work For
 *Registered in: MN
 
 
 
 
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Gregory 
 Lindholm
 Sent: Friday, August 31, 2012 1:41 PM
 To: SprinklerFORUM
 Subject: RE: Attic Remote Area
 
 
 Yes, I was thinking about using the room design method. In this instance, 
 there would be not reasonable was to remove the sheet rock in example #1, and 
 pretty tough to do anything in example #2.
 
 Is there any reason not to use the room design method here?
 
 Greg Lindholm
 
 
 From: rhugg...@firesprinkler.org
 To: sprinklerforum@firesprinkler.org
 Subject: Re: Attic Remote Area
 Date: Fri, 31 Aug 2012 11:26:16 -0700
 
 concur, we ignore even rated walls unless using room design method.
 
 There is new guidance on how to address small subsystems (such as dry- 
 pipe on loading docks or preaction in computer room) in the 2013 
 edition of NFPA 13. This use to be a particularly tricky issue when 
 applying logic for an answer when the sub-system like a loading dock 
 uses spray sprinklers and the adjacent warehouse system uses ESFR.
 See the June issue of Sprinkler Age for more information.
 
 Roland
 
 
 
 On Aug 31, 2012, at 10:57 AM, Cahill, Christopher wrote:
 
 1. Assuming they are the same system. Yes, where does it say you can 
 reduce the area below 2,535? Getting the total area is almost a 
 Cardinal rule. Only way out is room design method if it applies.
 But that entails being reasonably sure the required walls will 
 remain after the legendary cable guy comes through. One reason the 
 room design method is flawed, owners can take down walls without 
 even thinking sprinklers (as long as they are 6' apart). I guarantee 
 during inspection no one knows if it room design or not.
 I know we can't plan for the future.
 2. Same answer.
 
 Chris Cahill, PE*
 
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RE: Antifreeze Update

2012-08-28 Thread George Church
Dewayne, I had a short off-Forum debate with a friend when the AFSA release 
came out- citing we MUST address known problems when we're aware of them. I 
would debate that all day if I had the time.
On a parallel of when TIA's apply- CMS uses the 1999 edition on a certain date 
for nursing homes nationwide- or at least the ones that want Medicare/Medicaid 
reimbursements. Discussions direct with CMS made it clear that they enforce 
that date of the 1999 #13 and NOTHING ELSE matters. A case was attempted to be 
made that more recent editions of #13 are simply a conglomeration of all the 
TIAs from prior editions...it went nowhere with CMS, and the pitch was made by 
a nationally respected FPE and former member of the Standards Council. 

With that in mind, if I had the right to an opinion, it would be that unless 
your AHJ has adopted the TIAs they are not LAW. Now any fool of a contractor I 
would HOPE would not induce any antifreeze above the concentrations NFPA's 
testing didn't show as safe, since that COULD, again IMHO if I had one, bring 
in NEGLIGENCE, RECKLESS STUPIDITY, or other things that might land a sprinkler 
contractor in jail or without a business or other assets due to a judge or jury 
wondering how someone could kill another with a sprinkler system.

I no longer have any limits on how stupid I believe some of us contractors can 
be. Wish I could report a better state of the industry, but I can't. So I 
wouldn't worry about the lack of UL listing, but don't induce anything that 
goes BOOM and if I were your attorney, I'd be ok. But I'm a sprinkler 
contractor, and while I play PE without a license way too often, I don't give 
legal advice without caveats to consult with the guy who would be at the table 
with you trying to keep your butt out of jail. You can't make enough on any job 
to risk losing your freedom or all your assets.

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne Martinez
Sent: Tuesday, August 28, 2012 12:27 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Antifreeze Update

I am a bit confused on the matter of when to apply these TIA's.  In 
jurisdictions using older editions of NFPA, the TIA would not
apply(correct?) but since we, as contractors, know of the hazards there is a 
potential liability issue if we don't follow the TIA?  We are currently 
purchasing a factory pre-mixed glycerin solution at the recommended NFPA ratio. 
 It appears from the NFPA 13 TIA that unless the manufacturer gets a UL of FM 
listing that we can no longer use this product, correct? 
Thanks,
Dewayne

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland Huggins
Sent: Thursday, August 23, 2012 4:30 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Antifreeze Update

Yep except for those already under bid, a discussion with the AHJ to follow the 
NFPA 25 criteria is worth a shot.

Also when servicing an existing system, unless less than 30% for PG or 38% for 
Glycerin, you have to proof it's acceptable in order to keep it.
Well the ITM guy doesn't but he has to flag it for the owner with documentation 
showing he advised them of the issue and the owner has to obtain proof 
(deterministic risk assessment).

Roland


On Aug 23, 2012, at 2:14 PM, rfletc...@aerofire.com wrote:

 Is the bottom line no new NFPA 13 antifreeze systems for now?

 Ron Fletcher
 Aero - Phoneix

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RE: Antifreeze Update

2012-08-28 Thread George Church
If you were in Rod's or Frozen Mark's neighborhood, where you need 180% 
concentrations to keep from freezing, I'd would argue that's reckless (and 
stupid). But if you're doing what NFPA said with the exception of it not being 
listed, I'd say until there is a listed one on the market the case could be 
made for continuing to do your business as you have, so long as you don't 
install the chance of explosion. We didn't stop installing fire pumps when #20 
said you need a PLD or VSD not a main relief truncating the supply in order to 
control excess churn pressure. But once a listed VSD and/or PLD was on the 
market, you should have switched over to using the listed product. Let's face 
it, haven't we, forever, been using the FM-Approved version of devices on FM 
jobs UNLESS NONE WAS AVAILABLE, in which case we used a UL listed version as 
the best we could do, and just what we all used if it was something that might 
not have needed- or with some oddball devices, that no one bothered to obtain- 
a UL listing either.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne Martinez
Sent: Tuesday, August 28, 2012 3:28 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Antifreeze Update

Thanks George, this is the same way we have been looking at it.  I was just 
wondering how the other contractors were handling the situation.  We know that 
our competition has not stopped using A/F yet and to bid these same buildings 
with dry sprinkler systems would cost us a lot of business.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Tuesday, August 28, 2012 2:18 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Antifreeze Update

Dewayne, I had a short off-Forum debate with a friend when the AFSA release 
came out- citing we MUST address known problems when we're aware of them. I 
would debate that all day if I had the time.
On a parallel of when TIA's apply- CMS uses the 1999 edition on a certain date 
for nursing homes nationwide- or at least the ones that want Medicare/Medicaid 
reimbursements. Discussions direct with CMS made it clear that they enforce 
that date of the 1999 #13 and NOTHING ELSE matters. A case was attempted to be 
made that more recent editions of #13 are simply a conglomeration of all the 
TIAs from prior editions...it went nowhere with CMS, and the pitch was made by 
a nationally respected FPE and former member of the Standards Council. 

With that in mind, if I had the right to an opinion, it would be that unless 
your AHJ has adopted the TIAs they are not LAW. Now any fool of a contractor I 
would HOPE would not induce any antifreeze above the concentrations NFPA's 
testing didn't show as safe, since that COULD, again IMHO if I had one, bring 
in NEGLIGENCE, RECKLESS STUPIDITY, or other things that might land a sprinkler 
contractor in jail or without a business or other assets due to a judge or jury 
wondering how someone could kill another with a sprinkler system.

I no longer have any limits on how stupid I believe some of us contractors can 
be. Wish I could report a better state of the industry, but I can't. So I 
wouldn't worry about the lack of UL listing, but don't induce anything that 
goes BOOM and if I were your attorney, I'd be ok. But I'm a sprinkler 
contractor, and while I play PE without a license way too often, I don't give 
legal advice without caveats to consult with the guy who would be at the table 
with you trying to keep your butt out of jail. You can't make enough on any job 
to risk losing your freedom or all your assets.

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne Martinez
Sent: Tuesday, August 28, 2012 12:27 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Antifreeze Update

I am a bit confused on the matter of when to apply these TIA's.  In 
jurisdictions using older editions of NFPA, the TIA would not
apply(correct?) but since we, as contractors, know of the hazards there is a 
potential liability issue if we don't follow the TIA?  We are currently 
purchasing a factory pre-mixed glycerin solution at the recommended NFPA ratio. 
 It appears from the NFPA 13 TIA that unless the manufacturer gets a UL of FM 
listing that we can no longer use this product, correct? 
Thanks,
Dewayne

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Roland Huggins
Sent: Thursday, August

RE: Antifreeze Update

2012-08-28 Thread George Church
Hard to imagine having enough paperwork to document the introduction of 
solutions we've just proved can explode and kill those we're charged with 
protecting. 

For those of you who don't know, while Scott wasn't in nJ for the fireball, he 
was at UL for the replication of those fireballs and he said it was unlike 
anything he's seen. How do we politically correctly say it scared the Shiite 
out of him? And we've got folks putting this in today? Like I said, little in 
the How stupid can we be dept surprises me any longer.

When the owner in ND or MN has an AF system, and doesn't want to spend the 
money to switch to dry- or likely hasn't GOT the money to do so, or if it's a 
CPVC system that can't go dry and its all occupied residential, drywall 
ceilings- the cost could be simply astronomical and beyond the $ of mere 
mortals, real estate LLCs and small corporations- then what choices do they 
have? 

If I knew that, I'd be in Mark, Rod's and Scott's backyards selling it. And 
this need will, soon, stimulate the development of suitable solutions. Until 
then- call Scott or Mark and get the opinion of a qualified PE (this is where 
I'd insert the Iowa dig if I wasn't in defensive mode and this being a serious 
life-safety discussion) as to options and make the best of it. Maybe a 10 PSI 
dry system of CPVC with 4 second trip Vizor or QRS switch could be done as a 
workable non-lethal band-aid? Better than napalm.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Scott A Futrell
Sent: Tuesday, August 28, 2012 4:47 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Antifreeze Update

in Rod and Mark's neighborhood there are contractors using propylene glycol in 
CPVC systems (that's a no no) over 50% (that's another no no) and they know it 
because what else can they do?.

Scott Futrell
 
(763) 425-1001 Office
(612) 759-5556 Cell


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Tuesday, August 28, 2012 2:39 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Antifreeze Update

If you were in Rod's or Frozen Mark's neighborhood, where you need 180% 
concentrations to keep from freezing, I'd would argue that's reckless (and 
stupid). But if you're doing what NFPA said with the exception of it not being 
listed, I'd say until there is a listed one on the market the case could be 
made for continuing to do your business as you have, so long as you don't 
install the chance of explosion. We didn't stop installing fire pumps when #20 
said you need a PLD or VSD not a main relief truncating the supply in order to 
control excess churn pressure. But once a listed VSD and/or PLD was on the 
market, you should have switched over to using the listed product. Let's face 
it, haven't we, forever, been using the FM-Approved version of devices on FM 
jobs UNLESS NONE WAS AVAILABLE, in which case we used a UL listed version as 
the best we could do, and just what we all used if it was something that might 
not have needed- or with some oddball devices, that no one bothered to obtain- 
a UL listing either.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Dewayne Martinez
Sent: Tuesday, August 28, 2012 3:28 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Antifreeze Update

Thanks George, this is the same way we have been looking at it.  I was just 
wondering how the other contractors were handling the situation.  We know that 
our competition has not stopped using A/F yet and to bid these same buildings 
with dry sprinkler systems would cost us a lot of business.

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
Sent: Tuesday, August 28, 2012 2:18 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Antifreeze Update

Dewayne, I had a short off-Forum debate with a friend when the AFSA release 
came out- citing we MUST address known problems when we're aware of them. I 
would debate that all day if I had the time.
On a parallel of when TIA's apply- CMS uses the 1999 edition on a certain date 
for nursing homes nationwide- or at least the ones that want Medicare/Medicaid 
reimbursements. Discussions direct with CMS made it clear that they enforce 
that date of the 1999 #13 and NOTHING ELSE matters. A case was attempted to be 
made that more recent editions of #13 are simply a conglomeration of all the 
TIAs from prior editions

RE: Supervised vales in pump room

2012-08-27 Thread George Church
Imagine adding up all the years of experience, in various locales and different 
points of view (contractor, AHJ, mfrs, insurance, FPEs, etc) that are applied 
to situations like yours?
P R I C E L E S S 

Makes the membership dues of AFSA seem trivial in comparisonyes, it's that 
time of year. Although my health precludes me from flying at this time, I'd 
urge all of you to consider attendance at AFSa's convention, and membership if 
you haven't.

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
rfletc...@aerofire.com
Sent: Monday, August 27, 2012 9:45 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Supervised vales in pump room

My thanks to everyone for the information. This forum is awesome.

Ron Fletcher
Aero - Phoneix

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Johnson, Duane 
(NIH/OD/ORS) [C]
Sent: Monday, August 27, 2012 4:48 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Supervised vales in pump room

And...

NFPA 20 2010:4.16.2 Supervised Closed. 
The test outlet control valves shall be supervised closed.

Duane Johnson, PE
Program Manager
Division of the Fire Marshal (Support Contractor) Office of Research Services 
National Institutes of Health
301-496-0487

Protecting Science - One Sprinkler at a Time


-Original Message-
From: Johnson, Duane (NIH/OD/ORS) [C]
Sent: Monday, August 27, 2012 7:35 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Supervised vales in pump room

If leaving the valve in the wrong position will impair the operation of the 
sprinkler system, then the valve must be supervised, see below.

NFPA 101 2012:9.7.2.1 Supervisory Signals.  
Where supervised automatic sprinkler systems are required by another section of 
this Code, supervisory attachments shall be installed and monitored for 
integrity in accordance with NFPA 72 , National Fire Alarm and Signaling Code, 
and a distinctive supervisory signal shall be provided to indicate a condition 
that would impair the satisfactory operation of the sprinkler system. 
Supervisory signals shall sound and shall be displayed either at a location 
within the protected building that is constantly attended by qualified 
personnel or at an approved, remotely located receiving facility.

Also...

IBC 2012:903.4 Sprinkler system supervision and alarms. 
All valves controlling the water supply for automatic sprinkler systems, pumps, 
tanks, water levels and temperatures, critical air pressures and waterflow 
switches on all sprinkler systems shall be electrically supervised by a listed 
fire alarm control unit. 

Exceptions: 

1. Automatic sprinkler systems protecting one- and two-family dwellings.
2. Limited area systems serving fewer than 20 sprinklers.
3. Automatic sprinkler systems installed in accordance with NFPA 13R where a 
common supply main is used to supply both domestic water and the automatic 
sprinkler system, and a separate shutoff valve for the automatic sprinkler 
system is not provided.
4. Jockey pump control valves that are sealed or locked in the open position.
5. Control valves to commercial kitchen hoods, paint spray booths or dip tanks 
that are sealed or locked in the open position.
6. Valves controlling the fuel supply to fire pump engines that are sealed or 
locked in the open position.
7. Trim valves to pressure switches in dry, preaction and deluge sprinkler 
systems that are sealed or locked in the open position.


Duane Johnson, PE
Program Manager
Division of the Fire Marshal (Support Contractor) Office of Research Services 
National Institutes of Health
301-496-0487

Protecting Science - One Sprinkler at a Time


-Original Message-
From: rfletc...@aerofire.com [mailto:rfletc...@aerofire.com]
Sent: Friday, August 24, 2012 1:36 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Supervised vales in pump room

I'm not sure NFPA #25 would apply to a new installation. NFPA 20 requires the 
pump enclosure to be supervised or controlled but I found nothing requiring 
valve supervision. I don't have access to the codes on line right now so I 
can't look it up without going old skool using a book and that's too much 
trouble for Friday. I think IFC requires supply valves to be supervised.

Ron Fletcher
Aero - Phoenix

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Morey, Mike
Sent: Friday, August 24, 2012 10:21 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Supervised vales in pump room

There is no blanket requirement, NFPA 25 2010 4.16 covers what valves must be 
supervised, personally I think it's rather poorly worded, but if you read 
through the 

RE: Ventilation for diesel driven fire pump room

2012-08-24 Thread George Church
I'd agree, FWIW.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Sprinkler Forum
Sent: Friday, August 24, 2012 7:36 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Ventilation for diesel driven fire pump room

Aha perfect time to jump in...  I have been going through these calcs on 
Clarke's website all yesterday. I have a situation where we are looking at 125 
degree ambient temperature (outside) and about 120 degree water that will be 
used for the heat exchanger. Using a delta t of 10 degrees F for the pump room 
I am getting about 20,000 cfm needed for ventilation of the engine I have 
selected. So I have derated the engine based on 130 degrees temp in the pump 
room ( I know the code says 120 is max but what can we do that's what we're 
starting at outside). We may also have to go with a larger cooling loop also 
given the water temperature.

So here's the question. I have selected a diesel engine because we do not have 
a reliable power supply, so... What about the ventilation fans? If the power 
goes out because of this unreliable power supply, I wont have the ventilation 
fans. Just wondering if anyone has dealt with looking at the reliability of the 
ventilation fans before. I looked at FM data sheets and did not see it 
addressed as well as NFPA 20. 

My current solution will be to provide a small genset for the just the fans and 
the motorized dampers that are part of the ventilation system. This is 
preferrable (I think) to going with electric pumps with a larger generator. 

Justin Reid

Sent from my iPhone

On Aug 24, 2012, at 3:55 AM, å...  eurekaig...@gmail.com wrote:

 NFPA 20;  consider not just combustion air, but cooling air for the 
 convective/radiative heat leaving the engine, cooling air needed by 
 radiator, flow path restrictions, etc.  Also consider highest expected 
 maximum ambient temperature (with its derating) and consider altitude 
 (and its derating).
 
 Scot Deal
 excelsior fire
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RE: Remote Area Question

2012-08-23 Thread George Church
Another thing to consider is that, while prone to awsh$t moments like the rest 
of us and a bit over 30 yrs old, Roland does have one of those MD FPE wall 
plaques, along with some TC experience which helps when you try to read between 
the lines. Oh, and there's that Standards Council thing, I just got an email 
this AM with final standards council decision on an appeal by the chair of one 
of my TCs and its pretty clear the Standards Council is in charge. And if I 
have any questions on it, I could ask a guy that was there for the intent- AFSA 
membership has its priviliges.

And as I wanted to say earlier, and experience has its wrinkles.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
bcasterl...@fsc-inc.com
Sent: Thursday, August 23, 2012 5:50 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Remote Area Question

well... i'm not a lost cause yet. i'll give it some more thought. thanks.

Quoting Roland Huggins rhugg...@firesprinkler.org:

 I was hoping I'd be able to convert you :)

 The question of the most demanding would be WHICH cross main you drop 
 the rectangle on.

 Roland

 On Aug 23, 2012, at 1:48 PM, Brad Casterline wrote:

 Roland, the way you see it is worth a great deal to a great number of 
 people. The way I see it is worth a great deal to me, not because of 
 semantics, but because of intent, along the lines of reasoning as 
 detailed by Ron G in his original post on this thread. I see a 1.2x 
 area parallel to the branch lines as a required calc, with 
 supplemental calcs as necessary, and, again, the most demanding is not 
 obvious in this example, as I see it.


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RE: Sprinklers in Non Combustible Stair Shaft

2012-08-21 Thread George Church
So assuming there IS an intermediate landing, you're to protect below it.
If there ISN'T an intermediate landing, then you'd be protecting under the 2nd 
floor landing.

If the area under the landing is walled off, you don't need to protect it 
(assuming noncombustible construction in a stair tower, etc...


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Tuesday, August 21, 2012 12:28 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Sprinklers in Non Combustible Stair Shaft

George,

If I'm understanding the question my read is that you're supposed to cover 
under the first landing because of the likelihood of debris gathering there 
and/or the likelihood of that becoming a storage area. Stairs and landings are 
considered clear of or with very little debris and protected from the ceiling 
of the stairwell.

On Mon, Aug 20, 2012 at 6:18 PM, George Medina Jr fireg...@aol.com wrote:


  Ok, I need a little clarification on another obviously simple 
 question again (mental block).

 NFPA-13, 2010 Ed. Section 8.15.3.2.1
 Does the reference to 'the first accessible landing' include the 
 portion of the stairs from the ground to the mid landing and between 
 the mid landing and the 2nd floor?





 George Medina Jr.
 Sr. Fire Sprinkler Designer

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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:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their vocations. -Francis Bacon, 
essayist, philosopher, and statesman (1561-1626)
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RE: Flange Question

2012-08-20 Thread George Church
Maybe with SS304 1/4 bolts?


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Richard Carr
Sent: Monday, August 20, 2012 12:45 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Flange Question

According to my data it will not fit, the 5 x 11 250# has a bolt hole dimension 
of 7, the 6 x 11 125# has a 7 9/16 bolt hole dimension.

Richard Carr, SET
Branch Manager
Cox Fire Protection, Inc
6555 Grace Lane.
Jacksonville, Fl. 32205
rc...@coxfire.com
904-781-8227

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Tom Duross
Sent: Monday, August 20, 2012 12:30 PM
To: sprinklerforum@firesprinkler.org
Subject: Flange Question

I have a field condition..
Does anyone know if a 6x11 125# flange (9 1/2) will bolt onto a 5x11 250# 
flange (9 1/4)?
Just use 3/4 bolts?
Thanks,
TD

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RE: Residential FM approved heads

2012-08-15 Thread George Church
I thought there were one or two, since about a year ago I pointed out in an RFI 
questioning the need for FM-Apvd resi hds, that they cut our selection from 14 
to 2 or 3 sprinklers. Did you look in the FM Approval Guide? I don't recall if 
I looked on mfr sites or FM. 


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Ron Greenman
Sent: Saturday, August 11, 2012 8:25 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: Residential FM approved heads

Maybe a quick call to FM is a good idea. Maybe this is why QR heads are an 
acceptable substitute foor residential heads in all but 13D (where FM doesn't 
have any ponies).

On Sat, Aug 11, 2012 at 12:44 PM, Rod DiBona r...@rapidfireinc.com wrote:

 I don't see any residential heads that are FM approved. So we have a 
 national motel chain that says that our material must all be FM approved.
 Unless I am missing something we won't have res heads in this motel. 
 Anyone else deal with this before?

 [Description: LOGO_10]
 Rod DiBona
 Vice President
 Rapid Fire Protection
 office : (605)348-2342
 fax : (605)348-0108
 cell : (605)391-3553
 www.rapidfireinc.comhttp://www.rapidfireinc.com

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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:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their vocations. -Francis Bacon, 
essayist, philosopher, and statesman (1561-1626)
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web site about Lubrizol - Blazemaster - Issues

2012-08-09 Thread George Church
Jim, looks like things will be heating up this summer. For better or worse, 
this guy wants to get his point across to a larger audience, sounds frustrated 
enough to do battle in public if that is what it takes. I gotta admire that 
unless proven looney. Doesn't sound like it. 

Glc

Sent from my iPhoneke it

On Aug 8, 2012, at 5:20 PM, Jim Davidson jdavid...@davidsonassociates.net 
wrote:

 Hope you all are having a  great summer.
 The following is a new website about the above noted product. For all
 who are using Blazemaster products this should be interesting reading. 
 
 The web site is  
 http://lubrizol-blazemaster-issues.com/.
 
 Regards
 Jim
 
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Re: 13R pump listing

2012-08-09 Thread George Church
Rod,
Go back and read Tim's citation. 2007 is our PA adopted version. In it, no 
reason non-22 tanks store FP water to unlisted pump from Lowes to 13R system 
with no connection to domestic. Don't have to like it, can change it in a later 
edition, but until PA adopts an edition requiring NFPA 20 pumps, I can buy and 
install that talco pump and they provide me a completely compliant, in PA, 
solution. 

Rare to find newest is adopted, especially with Builders wanting to postpone 
reality- and in PA doing a darn good job of it. 
But I sure don't see a requirement for 20 pumps only unless the domestic supply 
is involved. Maybe someone could cite 2007 and build a case, but I don't see it 
in my copy or Tim's. 

Sent from my iPhone

On Aug 9, 2012, at 5:03 PM, Rod DiBona r...@rapidfireinc.com wrote:

 Thank you Steve and Tim for your response. Frustrating to see a manufacturer 
 selling all over the country an unlisted 13R pump that many AHJ's will 
 approve and having to compete against contractors willing to use it. Looks 
 like it is time for us to pass on this knowledge to the approving AHJ. I 
 shared Ricks concerns but see the logic behind the instant diagnostics by the 
 residents on a combined supply pointed out by Steve. Good information once 
 again.
 
 Rod at Rapid
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org 
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Leyton
 Sent: Thursday, August 09, 2012 2:29 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: 13R pump listing
 
 Correct, as I said in last email and as Tim points out with regard to
 said pump having to be of a type that is automatically operated.  Yes,
 the pump will have to be sized for both domestic and fire sprinkler
 demands, whichever is greater, and the fire sprinkler demand will have
 to be augmented per the domestic plumbing fixture load table in 13R.
 As for jurisdiction or concerns over a domestic pump not providing
 adequate service, look at it this way:  the building management (and/or
 residents) will respond immediately to an impairment in the pump if it
 impacts their domestic water service.  Whatever qualitative issues there
 may be with an unlisted pump (and I'm not saying there are any,
 necessarily), are mitigated by the immediacy of the inherent diagnostic
 advantage you have with a combined water supply.
 
 The foregoing is my opinion only and does not necessarily represent the
 opinion or intent of the NFPA 13D/13R Technical Committee on Residential
 Sprinkler Systems.
 
 Steve Leyton
 Protection Design  Consulting
 San Diego, CA
 
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Matsuda,
 Richard
 Sent: Thursday, August 09, 2012 1:18 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: 13R pump listing
 
 This is what I thought about the stored water supply...so now I have a
 question that's bothered me ever since NFPA-13R put in the requirement
 for a listed fire pump installed per NFPA-20.
 
 NFPA-13R allows the use of a domestic water to supply the fire sprinkler
 system. So if we have a poor water supply and the plumber installs a
 domestic water pump for the domestic water system, then are we allowed
 to supply the fire sprinkler system with this domestic water system and
 domestic pump? Of course the pump would have to be large enough to
 supply both the domestic and sprinkler demands simultaneously, but do we
 have any jurisdiction over the installation of the domestic pump?
 I guess we could argue that we will not allow them to supply the
 sprinkler system using this domestic water supply and encourage them
 to install a fire pump per NFPA-20.
 
 rick matsuda
 city of dallas, building inspection dept
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of G. Tim
 Stone
 Sent: Thursday, August 09, 2012 2:59 PM
 To: sprinklerforum@firesprinkler.org
 Subject: RE: 13R pump listing
 
 Rod, 
 
 Read NFPA 13R, (2010 ed.) 9.3 Source, (4) A stored water source with an
 automatically operated pump. Notice it does not state Fire Pump.
 
 9.4 says that where a fire pump is installed, the pump shall be
 installed in accordance with NFPA 20.
 
 Regards,
 G. Tim Stone
 
 G. Tim Stone Consulting, LLC
 NICET Level III Engineering Technician
 Fire Protection Sprinkler Design
 and Consulting Services
 
117 Old Stage Rd. - Essex Jct., VT. 05452
 CELL: (802) 373-0638   TEL: (802) 434-2968   Fax: (802) 434-4343
   tston...@comcast.net
 
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:sprinklerforum-
 
 boun...@firesprinkler.org] On Behalf Of Rod DiBona
 Sent: Thursday, August 09, 2012 3:38 PM
 To: sprinklerforum@firesprinkler.org
 Subject: 13R pump listing
 
 It is my understanding that any pump used for 13R must be 

RE: Chubb Insurance Company Fall 2012 Hands On Fire Protection Seminars

2012-08-02 Thread George Church
Liberty Mutual offers similar, on behalf of Mr. Hague who has contributed much 
to the advancement of NFPA standards in his career.
And you don't have to go to NJ! :)


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Tom
Sent: Wednesday, August 01, 2012 4:33 PM
To: sprinklerforum@firesprinkler.org
Subject: Chubb Insurance Company Fall 2012 Hands On Fire Protection Seminars

FALL SEMESTER

Module 8 Standpipe Systems 09/17/12 

Module 6 Warehouse Fire Protection 09/18/12

Module 7 Sprinkler Plan Review 09/20/12

Module 1 Water Supplies  Sprinkler Systems 10/09/12

Module 2 Dry Pipe, Deluge  Pre-Action Sprinkler Systems 10/10/12

Module 3 Automatic Fire Pumps 10/11/12

Module 5 Fire Detection  Alarm Systems 10/12/12

Module 4 Maintaining Water-Based Fire Protection Systems 11/13/12

Chubb Insurance Company, a large US based Property Insurance Company, has 
opened their fire protection training facility to the general public. They 
offer a 20%discountnt to Building and Fire Officials as well as members of the 
American Fire Sprinkler Association. Class size is limited to 32. Each day is 8 
hours, 6.5 of classroom time. A 1 day seminar is $350 with discount it is $280, 
a 2 day seminar is $680 with discount it is $540.

A video of the facility here:

http://www.chubb.com/businesses/service/chubb5974.html

Chubb Insurance Company Training Center is located in Warren, NJ, 07059,45 min 
from NYC. See http://www.chubb.com/lcu for more information and how to sign up 
for seminars.

The facility is one of few in the USA where students see the fire protection 
equipment in operation. Fires are started to demonstrate how sprinklers operate 
during a fire. Learn how to conduct a fire pump test by actually flowing a 
diesel and electric fire pump, trip and reset dry pipe valves, deluge, single, 
double and cycling on/off preaction valves, flow a fire hydrant and take pitot 
readings and graph the test results. They do not just read the code to you, 
they explain how things work, and then demonstrate by hands on learning.

All equipment is operational and is demonstrated during seminars and includes 
the following:

Electric Booster Pump
Diesel Vertical Turbine Fire Pump
Wet Pipe Riser
3 Dry Pipe Risers
Single Interlocked Pre-Action Riser
Double Interlocked Pre-Action Riser
Cycling On/Off Pre-Action Riser
Deluge Sprinkler Riser
Fire Detection Devices including: Vesda Air Sampling, Infrared, Ionization, 
Photoelectric, Projection Beam, Thermal, and Ultraviolet Wireless Fire 
Detection System Rolling Steel Fire Door Indoor and outdoor fire hydrants 
Enclosed sprinkler activation area


Chubb Loss Control University is an AIA CEU approved provider. The following 
organizations have approved Chubb Loss Control University to provide CEU
seminars: NJ Division of Fire Safety, NJ UCC, NY Building Officials, CT 
Building Officials, PA Building Officials and NY Professional Engineers.

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RE: Stage/platform

2012-07-25 Thread George Church
Well, I'd qualify that-
With some of us, it's a person standing and speaking and waving their arms.

Don't feel singled out Steve, BC is right there with you.

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Leyton
Sent: Wednesday, July 25, 2012 2:04 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Stage/platform

Already part of my argument; it's an elementary school, so I'm doubtful
that Pirates of Penzance is going to be the spring play.   

Actually, a performance isn't a defined term - spoken word is a form of 
performance art, and it's nothing more than a person standing and speaking.


Steve Leyton




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of njarendt tds.net
Sent: Wednesday, July 25, 2012 11:02 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Stage/platform

Based on recently conversations with a state plan reviewer about schools a 
stage is a stage if performances occur on it.

Norm

On Wed, Jul 25, 2012 at 12:58 PM, Steve Leyton
st...@protectiondesign.comwrote:

 Friends, Romans, Forumite and Drucker:

 I have a plans reviewer with whom we are dancing about on the subject 
 of defining a platform vs. a stage.  Probably the largest part of 
 the conversation has to do with overhead hanging curtains.  The 
 definition of a stage is basically a space within a building used for 
 entertainment or presentations that includes overhead hanging 
 curtains, drops, scenery or stage effects other than lighting and
sound.

 My take is that this space in an elementary school MP buildings is a 
 platform because it only has lighting and sound overhead.  Their take 
 is that it's a stage because it has a curtain that can be drawn across
its
 front.   Anyone have a more specific definition or code citation for
 what constitutes an overhead hanging curtain?

 Steve Leyton



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--
*If You See Something Suspicious Say Something!  1-866-HLS-TIPS.*

Norman Arendt, CHS III, CMAS, PhD, CFEII President Infragard Madison Members 
Alliance Middleton Fire District Plan Reviewer and Investigator PCII and CVI 
Certified
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RE: Draftsperson test exercise

2012-07-19 Thread George Church
Just so I know if I had a shot at a job- and I did pass ASCOA's Bennett Test of 
Mechanical Comprehension, etc. back in 74-
It's noon, right? Checking the ability to handle a fact given in English, 
despite induced cognitive dissonance of a stopped or wrong clock.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bob
Sent: Thursday, July 19, 2012 11:04 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: Draftsperson test exercise

Mike,
When I was in the position to hire I used to use two tests.  The first one was 
a math test with simple word problems that used sprinkler terminology.  

For example, You are to design a tree type fire sprinkler system.  The 
sprinkler heads are spaced 13'-0 on center along the branch lines, and they 
are spaced 12'-0 on center between branch lines.  A remote area of 1500 square 
feet is required.  Answer the following: a) How many square feet will be 
covered per sprinkler head?

Another question, It is noon.  You look at the clock.  The big hand is on 
three.  The little hand is on five.  What time is it?

I also gave a CAD test by providing all the required components of a simple 
riser. They were than given a picture of the finished product and given 30 
minutes to assemble as much of it as possible.

Both of these tests really helped weed out those who didn't have the aptitude 
to design.  Some applicants walked out, some just sat there, and some asked 
questions.  Most couldn't answer simple math problems.  

I thought that this was a pretty good system to find out what a person was 
capable of without hiring someone with a good resume only to find out that 
they buffaloed their way in.

Bob Knight, CET III
208-318-3057
www.firebyknight.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Morey, Mike
Sent: Thursday, July 19, 2012 7:32 AM
To: sprinklerforum@firesprinkler.org
Subject: Draftsperson test exercise

Anyone happen to have some sort of test exercise for potential draftspeople?  
I was going to create a small test building, maybe an OH2 shop and 2-3 LH 
offices, but I figured I'd ask before I took the time.  I'm not looking to test 
for sprinkler knowledge so much as the ability to draft in CAD and solve 
relatively simple problems when presented with some basic sprinkler rules.
 
Mike Morey, SET, CFPS
Sprinkler Designer
BMW Constructors, Inc.
O: 317.651.0596 | C: 317.586.8111
www.bmwc.com
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RE: ESFR within 7 foot sphere of unit heater

2012-07-05 Thread George Church
And unit heaters aren't as typical in big box ESFR DC's as Cambridge units. 
Like roof fans, skylights, etc- move em to miss us, we're not adding 4 90's in 
the BL's.

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad Casterline
Sent: Thursday, July 05, 2012 3:12 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: ESFR within 7 foot sphere of unit heater

Thanks Roland, nothing wrong with doing a little marketing! I'll check it out, 
and then go on line to see if anything has changed for the particular head.

Brad
Member: AFSA :) 

-Original Message-
From: Roland Huggins [mailto:rhugg...@firesprinkler.org]
Sent: Thursday, July 05, 2012 1:45 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: ESFR within 7 foot sphere of unit heater

As a blatant plug for AFSA materials, there is a Reference Guide to Automatic 
Sprinklers that covers such things for all types of sprinklers.  It's updated 
annually.

Roland

On Jul 5, 2012, at 9:50 AM, Brad Casterline wrote:

 From what I have just been told, there are no listed ESFR above K-14, 
 with 286F rated temp. Due to 100 s.f. max. spacing, it is difficult to 
 stay far enough away from unit heaters to use intermediate temp. Is 
 the answer obviously 'move the heater'? Anybody ever dealt with this?



 thanks,



 Brad Casterline, NICET IV

 Fire Protection Division



 FSC, Inc.

 P: 913-722-3473

 bcasterl...@fsc-inc.com

 www.fsc-inc.com



 Engineering Solutions for the Built Environment



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Re: Head replacement on pipe sched

2012-07-02 Thread George Church
I cant think of any reasons why the 13-96 reqmnt for QR in LH wouldn't apply or 
be a problem. 

Sent from my iPhone

On Jul 2, 2012, at 12:14 PM, Morey, Mike mo...@bmwc.com wrote:

 Educational is classified as LH, if you're replacing all the heads they 
 should definitely be QR, the explanitory material (at least in the 2010 
 handbook) suggests even if you overdesign the denisty above LH, if the 
 standard would catagorize it as LH the heads should still be QR.
 
 Mike Morey, SET, CFPS
 Sprinkler Designer
 BMW Constructors, Inc.
 O: 317.651.0596 | C: 317.586.8111
 www.bmwc.com
 
 
 
 From: sprinklerforum-boun...@firesprinkler.org on behalf of Todd - FPDC
 Sent: Mon 7/2/2012 11:14 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Head replacement on pipe sched
 
 
 
 I am recommending replacing all of the sprinklers on a pipe schedule system 
 in a school. SR or QR heads?
 
 Sent from my iPhone
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RE: Reliable Power

2012-07-02 Thread George Church
Some good points, but I wouldn't hold my breath on reading the reality posted 
in a public spot.
Even the family of a US Govt employee who was killed my US-govt issued 
armament, let alone Congress, can't get a straight answer on how that happened.

While I'd love to see the summary of a lot of these- from our builder sold 26 
more houses last year because sprinklers weren't installed, so he could stay in 
business and if we were alive, we could buy our replacement home from him, but 
we're not to military and public works SNAFUs, its not likely to happen 
anytime soon.

If we can't visualize and work toward what it should be, we're part of the 
problem. I'll admit to my share, but I can taper it with significant windmill 
jousting at times, too. 


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of å... 
Sent: Monday, July 02, 2012 6:44 PM
To: SprinklerFORUM@firesprinkler.org
Subject: Reliable Power

It might be consdidered that areas prone to unacceptably high
risk to electrical failure (e.g. tsunami, earthquaqe, flood, volcano,
avalanche, corrosion, lightning, even vandalism, etc.)  should take
these natural or 'environmental' disasters into consideration as
to whether a provided electrical power is reliable or not.  If we are doing
life safety design, or *getting paid under the rubric of such* a title,
then it is encumbant to do due diligence.  If evidence of electrical
interruptions is chosen to be avoided, then that decision should
be documented and signed off by the responsible person(s), and
preferably posted in an obvious and public space on the affected
property.  If our decisions put other lives in relatively increased
jeapordy,
and this is the nature of our business, we should 'cowboy up' on
such decisions, and make the motivations transparent (i.e. cost
savings, time savings, or my favorite (we didn't want to publiclly
address a change in design strategy because that would create the
appearance of us not know what we were doing [so we will simply leave
the users of our utility at increased jeapardy]).

This comments is not directed at anyone in particular; it is more a
commentary on the way life safety decisions are all too often executed,
behind closed doors and then sealed from review.   The more these
decisions are made transparent, the faster we will find those decisions
that will create statistics and not events, and the sooner the younger
generation will learn what is an 'acceptable' risk (something that changes
with culture and financing).

scot deal
excelsior fire
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RE: Calculating Pressure Reducing Valves

2012-06-22 Thread George Church
Just south of Wilkes-Barre, north of Blue Ball...
Mr Leyton knows more about PA than most SoCal'ers.
Nice chuckle on a TGIF!

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Tuesday, June 19, 2012 7:25 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Calculating Pressure Reducing Valves


Hazen-Williams, PA

Gotta love it!

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

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RE: Heads Under Duct

2012-06-22 Thread George Church
I'd agree.
Maybe this strategy would work; a veteran FM field engineer looking at a round 
duct and the possible need for dropping a sprinkler under it:
Is the building going to burn down because of it, or the lack of it?
Since this particular duct was a short run above a corridor between Truckers 
Lounge and Bathrooms, with no potential storage and ESFRs above it throughout 
1.1m SF, we did not need to add the sprinkler.
What are you protecting? Inches of dust on concrete? Class II (gum wrappers) to 
4 high under a 12 high roof deck ? 


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of å... 
Sent: Wednesday, June 20, 2012 12:41 AM
To: SprinklerFORUM@firesprinkler.org
Subject: Heads Under Duct

I vote to not put sprinklers under this duct.
I have 95% confidence that a fire will not overwhelm property or persons, given 
the limited information on the situation as described, i.e.

   sprinklers throughout at ceiling level
   regular inspection, testing and maintenance program for sprinklers
   no combustible liquids such that accumulation  1 cm is possible
   no old, sick or young children are sleeping in the building

Sincere thanks is extended for all the hard effort that Code framers
   offer us with the prescriptions they share;  prescriptions make life easier.
   But prescriptions are not the best solution in every application.


scot deal
excelsior fire
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RE: Grocery Store commodity classifications

2012-06-22 Thread George Church
Oddly enough, retail fireworks in a display setting are only an OH2 risk- we 
did substantial research into our first one, have done several for a guy with a 
chain, and since he only stores 6' high in the back, it's all OH2. Sure we know 
we're only going to control a non-firecracker fire, hopefully before the 
fireworks catch fire, but at least so far as protecting per the I-Codes, all we 
saw was OH2.

Sure you COULD protect it with UV detection and pre-primed nozzles, but 
understand his competitors are selling out of a tent. 

If they store their fireworks in the back to 16', that doesn't fit with OH2, 
but that's not what we had.

Wouldn't surprise me if the others are bidding the whole store OH2 and 
excluding protection above 12' high.hence no other questions. I'd look at 
what FM required in grocery stores, maybe .25/2500 in stock areas, as an 
informed guide to what's reasonable. Believe their corresponding retail area 
was .15/2500. 

Specify what you include and qualify your bid so you don't just sit and watch 
the bidding process pass you by waiting for info that won't be coming.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Morey, Mike
Sent: Wednesday, June 20, 2012 12:47 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Grocery Store commodity classifications

Ohio and even moreso Indiana yes, and sparklers which are the most common even 
in restrictive areas are actually extremely dangerous when tightly packed 
together as they'd be found in a display.  A big enough bundle of them will go 
up like thermite.  At least in a couple month window around the 4th of July and 
New Years in Indiana (I don't remember them being so prevalent in Ohio around 
that time)
 
Mike Morey, SET, CFPS
Sprinkler Designer
BMW Constructors, Inc.
O: 317.651.0596 | C: 317.586.8111
www.bmwc.com



From: sprinklerforum-boun...@firesprinkler.org on behalf of Bruce Verhei
Sent: Wed 6/20/2012 12:44 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Grocery Store commodity classifications



All

Are fireworks sales in grocery stores common in some areas?

Bruce

Sent from my Motorola ATRIX(tm) 4G on ATT

-Original message-
From: Cahill, Christopher ccah...@burnsmcd.com
To: sprinklerforum@firesprinkler.org sprinklerforum@firesprinkler.org
Sent: Wed, Jun 20, 2012 12:33:58 GMT+00:00
Subject: RE: Grocery Store commodity classifications

Let's see - aerosol's, plastics, flammable liquids, maybe some propane, 
fireworks and encapsulated commodities all found in most stores I've been in.   
When 6' shelves OH II is common.  I've done some local areas of HPS for the 
bulk items encapsulated class III (27 packs of paper towels).  If the whole 
thing is really say 16' rack storage I don't know how you go less than 
plastics. 

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

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




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Wednesday, June 20, 2012 7:13 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Grocery Store commodity classifications

Lots of different commodities. Probably have to work with more than set of 
criteria. You need to get more details from them.


At 07:59 AM 6/20/2012, you wrote:
I am working on a grocery store and they will be utilizing rack storage 
less than 20'. I have no information on the stored commodity, I am 
looking for direction on what classification of commodity others have 
used as a basis of design.





--
Craig Leadbetter
Safeguard of Marquette
PO Box 116
Marquette, MI 49855

(O) 906-475-9955
(F) 906-475-5474
(C) 906-362-5393

craigleadbet...@gmail.com
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Fire Protection Design/Consulting
Stonington, CT
860.535.2080
www.fpdc.com

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RE: Drop out ceiling tile area

2012-06-14 Thread George Church
Todd,
I've never heard of any restriction on the size of an area with meltouts.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Thursday, June 14, 2012 11:34 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: Drop out ceiling tile area

System. Looking if there is any restriction beyond the 52K

At 11:22 AM 6/14/2012, you wrote:
52,000 sqft is the restriction for any light or ordinary system per level.
You did say system, not head, correct?

On Thu, Jun 14, 2012 at 8:13 AM, Bob b...@firebyknight.com wrote:

 Todd,
 Simply depends on the construction.  Wood 3' or , 130 sf; wood  3', 
 168 sf; just about everything else, 225 sf.  You can even use EC's.  
 There is also the combustible concealed space rule.  These can be used up to 
 144 sf.

 Bob Knight, CET III
 208-318-3057
 www.firebyknight.com



 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org
 [mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd 
 Williams
 Sent: Thursday, June 14, 2012 9:05 AM
 To: sprinklerforum@firesprinkler.org
 Subject: Drop out ceiling tile area

 Is there a restriction on the square footage that can be protected by 
 a system above a drop-out ceiling? A fire marshal was telling me that 
 there is a restriction in NFPA 13, but I've never heard of it and 
 can't find it.
 Thoughts?

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

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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:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their vocations. -Francis 
Bacon, essayist, philosopher, and statesman (1561-1626)
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Fire Protection Design/Consulting
Stonington, CT
860.535.2080
www.fpdc.com

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RE: Radio Station Broadcast Studios

2012-06-14 Thread George Church
I don't think Travelers sells special sprinklers, but insurance coverage.

Flex drops? Bottle of clean agent?

Certainly not the first radio station with A.S.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of G. Tim Stone
Sent: Thursday, June 14, 2012 3:48 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: Radio Station Broadcast Studios

Toni,
Do you represent the company that makes these retractable sprinkler heads?


Regards,
G. Tim Stone

G. Tim Stone Consulting, LLC
NICET Level III Engineering Technician
Fire Protection Sprinkler Design
and Consulting Services

117 Old Stage Rd. - Essex Jct., VT. 05452
CELL: (802) 373-0638   TEL: (802) 434-2968   Fax: (802) 434-4343
   tston...@comcast.net


 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:sprinklerforum- 
 boun...@firesprinkler.org] On Behalf Of Gumkowski,Anthony Charles
 Sent: Thursday, June 14, 2012 3:29 PM
 To: 'sprinklerforum@firesprinkler.org'
 Subject: RE: Radio Station Broadcast Studios
 
 How about the Retractable Telescoping sprinkler head designed for 
 anechoic chambers?  See 
 http://www.ramayes.com/Retractable_Telescoping_Sprinkler_Head.htm
 
 Tony Gumkowski, PE
 
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:sprinklerforum- 
 boun...@firesprinkler.org] On Behalf Of G. Tim Stone
 Sent: Thursday, June 14, 2012 3:21 PM
 To: sprinklerforum@firesprinkler.org
 Subject: Radio Station Broadcast Studios
 
 An architect has contacted me concerning remodeling of an existing 
 radio station.
 
 
 
 They have broadcast studios which are isolated double walls which are 
 structurally independent of the building framing in order to isolate 
 any foreign noise or vibration from coming into the room.
 
 For the proposed additions to take place, we would be required to 
 sprinkler the entire building.
 
 
 
 Owners concerns:  To have sprinkler head connected to a rigid steel 
 pipe filled with water is throwing the sound engineer over the edge.
 
 
 
 Has anyone run across this scenario before?
 
 
 
 Any thoughts you might have are greatly appreciated.
 
 
 
 
 
 Regards,
 
 G. Tim Stone
 
 
 
 G. Tim Stone Consulting, LLC
 
 NICET Level III Engineering Technician
 
 Fire Protection Sprinkler Design
 
 and Consulting Services
 
 
 
 117 Old Stage Rd. - Essex Jct., VT. 05452
 
 CELL: (802) 373-0638   TEL: (802) 434-2968   Fax: (802) 434-4343
 
 mailto:tston...@comcast.net 
 tston...@comcast.net
 
 
 
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RE: 2007 12.2.1 Small hose stations

2012-06-11 Thread George Church
You could add a system of heat or smokes for early warning; you could upgrade 
density or remote area size, for equal or better protection. Think outside the 
box if you're using Equivalency. 


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
rfletc...@aerofire.com
Sent: Monday, June 11, 2012 10:07 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: 2007 12.2.1 Small hose stations

But there is an allowance for a performance based design and/or new technology. 
The AHJ could approve a performance based design using current FM data sheets 
or 2010 NFPA #13 requirements.

Ron Fletcher
Aero Automatic
Phoenix, AZ




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Cahill, 
Christopher
Sent: Friday, June 08, 2012 4:01 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: 2007 12.2.1 Small hose stations

May not help if '02 is the adopted code. AHJ technically doesn't have the 
authority just to use another code.  And it would be hard to use alternate 
methods if the base is hose stations.  How do you take them out but provide 
equivalent protection.  Don't get me wrong hose stations IMHO have very limited 
uses.  If you are really paranoid even if granted you are liable should 
anything go wrong.  Yes I find it hard to believe there is any scenario where 
hose stations or not make the difference but that's why I'm not an insurance 
lawyer. 

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

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




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
rfletc...@aerofire.com
Sent: Friday, June 08, 2012 1:38 PM
To: sprinklerforum@firesprinkler.org
Subject: 2007 12.2.1 Small hose stations

We have an AHJ that is still using 2002 #13 and wants to make a building owner 
install about 70 1.5 hose racks because it is required by code. Rather than 
just tell them that the 07 and 10 #13 makes them optional I would like to give 
them a copy of the substantiation from the ROP and/or ROC. Does anyone know how 
I can get a copy of those documents.

Thanks in advance,


Ron Fletcher
Aero Automatic
Phoenix, AZ




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dry grid prohibition

2012-06-11 Thread George Church
Would anyone know when dry grids were taken out of NFPA 13? My recollection is 
mid 1980's, but don't have a copy to check.

We've encountered a dry-pipe system installed circa 1999, purported to be in 
accordance with NFPA 13- 1994 according to the signature of a NICET Level IV, 
complete with little NICET symbol that looks like a sealoh well.  But each 
of the four wings is protected by a small gridded system.

Can someone say whether or not dry grids were permitted in the 1994 edition of 
13?


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



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RE: dry grid prohibition

2012-06-11 Thread George Church
 
 Limitations discusses the problem of excessive delays in water 
 delivery for gridded dry systems. The next NFPA 13 Edition following 
 1989 is the 1991. Under Subsection 3-2.3.1 Volume Limitations is 
 Subsection 3-2.3.2 that states, Gridded dry pipe systems shall not be 
 install  ed. This is the first occurrence in NFPA 13 for the ban on 
 gridded dry pipe systems. The commentary in the 1991 Handbook state 
 that in more the 90 percent of the installations of gridded dry pipe 
 systems, the times for delivering water to the inspector's test 
 connection were excessive. The commentary further state that in some 
 cases it took as long as 10 minutes for the water to be delivered to 
 the inspectors test. In conclusion, NFPA
 13 up to the 1991 Edition allowed gridded dry pipe systems. The 1991 
 Edition banned the use of gridded dry pipe systems
 
 Dan
 
 
 -Original Message-
 From: sprinklerforum-boun...@firesprinkler.org [mailto:
 sprinklerforum-boun...@firesprinkler.org] On Behalf Of George Church
 Sent: Monday, June 11, 2012 7:56 AM
 To: sprinklerforum@firesprinkler.org
 Subject: dry grid prohibition
 
 Would anyone know when dry grids were taken out of NFPA 13? My
 recollection is mid 1980's, but don't have a copy to check.
 
 We've encountered a dry-pipe system installed circa 1999, purported 
 to be
 in accordance with NFPA 13- 1994 according to the signature of a NICET 
 Level IV, complete with little NICET symbol that looks like a 
 sealoh well.  But each of the four wings is protected by a small gridded 
 system.
 
 Can someone say whether or not dry grids were permitted in the 1994
 edition of 13?
 
 
 George L.  Church, Jr., CET
 Rowe Sprinkler Systems, Inc.
 PO Box 407, Middleburg, PA 17842
 877-324-ROWE   570-837-6335 fax
 g...@rowesprinkler.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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--
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:
ASEE, SFPE, ASCET, NFPA, AFSA, NFSA, AFAA, NIBS, WSAFM, WFC, WFSC

They are happy men whose natures sort with their vocations. -Francis Bacon, 
essayist, philosopher, and statesman (1561-1626)
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RE: RTI

2012-06-07 Thread George Church
The amount of significant digits we work to in various aspects is quite varied.
Some folks believe calc programs down to the .001 level when it all comes down 
to a gauge bouncing around in a variable water supply with uncontrolled changes.
Yet we worry about inches in other areas.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Brad Casterline
Sent: Thursday, June 07, 2012 7:37 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: RTI

never mind (coffee worked), it's called 'nobody makes them because they would 
not be UL Listed', and it points out the amazing (to me) tolerances sprinklers 
are manufactured to.

-Original Message-
From: bcasterl...@fsc-inc.com [mailto:bcasterl...@fsc-inc.com]
Sent: Thursday, June 07, 2012 5:34 AM
To: sprinklerforum@firesprinkler.org
Subject: RE:RTI

correction, meter, not feet. i should have looked in 13 instead of trying to 
recall and thinking i needed to convert. but i now have another (perhaps 
stupid) question re the definition of fast response and standard response: if 
fast is RTI=50 or less and standard is 80 or more, what is in between called? I 
am really more interested in the reasoning for the DEFINITION in NFPA #13, not 
some box of heads in RTI limbo. Any TC members out there not totally fed-up 
with me yet?

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RE: RPZ for a dedicated private underground fire mains having fire hydrants

2012-06-07 Thread George Church
In a planter it'll pick up all the fertilizer, dog poop, and whatever else is 
soluble. 
Assume the FD will dump and flush their tank- likely as much water as the 
system took to put it out before they got there.

George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Cahill, 
Christopher
Sent: Thursday, June 07, 2012 1:10 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: RPZ for a dedicated private underground fire mains having fire 
hydrants

Really RW?  We have a few problems with corrosion and MIC in potable water.  
What else might be in these RW system that is going to eat up our systems or I 
suppose might be better as a slim chance.  Can the chemical makeup of RW change 
over time and seasons further complicating what is does to our systems? 

What's the FD going to wash and flush?

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

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





-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Leyton
Sent: Thursday, June 07, 2012 11:53 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: RPZ for a dedicated private underground fire mains having fire 
hydrants

We are doing our first building system off RW at this time.  From our due 
diligence for the current project, we learned that in NorCal, there have been a 
few building systems connected to reclaimed.  There are some in the 
Dublin/Pleasanton/Livermore area, if I recall correctly (Tom
McKinnon are you out there?).   We've been told by the water purveyor
that no special treatment is required, but the fire dept. wants a wash 
flush station on the property.   We're configuring the site main with
BFP's as if the source main was potable, and on paper everything looks utterly 
conventional.

SML




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Letterman, Todd
Sent: Thursday, June 07, 2012 9:38 AM
To: 'sprinklerforum@firesprinkler.org'
Subject: Re: RPZ for a dedicated private underground fire mains having fire 
hydrants

Hey Steve have you been on the design end of a Fire Protection System using 
reclaimed water? If you have wanted to know what issues you ran across if any?

- Original Message -
From: Steve Leyton [mailto:st...@protectiondesign.com]
Sent: Thursday, June 07, 2012 09:33 AM
To: sprinklerforum@firesprinkler.org sprinklerforum@firesprinkler.org
Subject: RE: RPZ for a dedicated private underground fire mains having fire 
hydrants

Well ... as ridiculous as all this may sound ...

In SoCal, we have water districts that are moving hard into reclaimed
water.   Golf courses and public green areas such as parks and right of
way planters and medians, are being irrigated with reclaimed.  Easiest and most 
obvious application for RW as it can work quite well at low
residual pressures.   But water wise thinking being as it is, and
bureaucracy being as IT is, we are now seeing reclaimed used for fire water.  
And of course, the California Dept. of Health has a few opinions on what you 
have to do with fire apparatus that has pumped RW, such as
completely clean and flush.   So a BFP on a public hydrant, or on FD
suction hose is the next logical legislative solution.

SML 




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Art Tiroly
Sent: Thursday, June 07, 2012 9:29 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: RPZ for a dedicated private underground fire mains having fire 
hydrants

Then should public street hydrants need BFP installed? 


Arthur Tiroly
ATCO Fire Protection Design
Tiroly and Associates
24400 Highland Rd rm 25, CLE 44143
216-621-8899
216-570-7030 Cell
WWW.ATCOfirepro.com

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of AKS-Gmail-IMAP
Sent: Wednesday, June 06, 2012 10:49 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: RPZ for a dedicated private underground fire mains having fire 
hydrants

I heard more about this today from an Illinois plumbing inspector. For those 
interested, they (or maybe just he) consider a fire hydrant as a device to 
which applies Part 890 Plumbing Code Section 890.1140 Special Applications and 
Installations. The catching sections are 890.1140 e)
1) and 890.1140 e)
2) A) i). All the applications and installations mentioned by this section, 
i.e. that 

RE: RPZ for a dedicated private underground fire mains having fire hydrants

2012-06-07 Thread George Church
Makes you wonder what we did before all the DCDA, RPZ, etc.

Oh, that's right- a single check, sometimes with a cheater meter, and/or an ALV 
or DPV.
Gosh, remember how many people used to get sick and/or die from our sprinkler 
systems before we added $1200 to $10,000 per system for REAL BFPs?
Hmmno, now that I think about it, I don't recall a single one. And I 
believe we had a tread about it in the Forum's infancy, and no one else did, 
either.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Cahill, 
Christopher
Sent: Thursday, June 07, 2012 1:10 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: RPZ for a dedicated private underground fire mains having fire 
hydrants

Really RW?  We have a few problems with corrosion and MIC in potable water.  
What else might be in these RW system that is going to eat up our systems or I 
suppose might be better as a slim chance.  Can the chemical makeup of RW change 
over time and seasons further complicating what is does to our systems? 

What's the FD going to wash and flush?

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

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





-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Steve Leyton
Sent: Thursday, June 07, 2012 11:53 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: RPZ for a dedicated private underground fire mains having fire 
hydrants

We are doing our first building system off RW at this time.  From our due 
diligence for the current project, we learned that in NorCal, there have been a 
few building systems connected to reclaimed.  There are some in the 
Dublin/Pleasanton/Livermore area, if I recall correctly (Tom
McKinnon are you out there?).   We've been told by the water purveyor
that no special treatment is required, but the fire dept. wants a wash 
flush station on the property.   We're configuring the site main with
BFP's as if the source main was potable, and on paper everything looks utterly 
conventional.

SML




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Letterman, Todd
Sent: Thursday, June 07, 2012 9:38 AM
To: 'sprinklerforum@firesprinkler.org'
Subject: Re: RPZ for a dedicated private underground fire mains having fire 
hydrants

Hey Steve have you been on the design end of a Fire Protection System using 
reclaimed water? If you have wanted to know what issues you ran across if any?

- Original Message -
From: Steve Leyton [mailto:st...@protectiondesign.com]
Sent: Thursday, June 07, 2012 09:33 AM
To: sprinklerforum@firesprinkler.org sprinklerforum@firesprinkler.org
Subject: RE: RPZ for a dedicated private underground fire mains having fire 
hydrants

Well ... as ridiculous as all this may sound ...

In SoCal, we have water districts that are moving hard into reclaimed
water.   Golf courses and public green areas such as parks and right of
way planters and medians, are being irrigated with reclaimed.  Easiest and most 
obvious application for RW as it can work quite well at low
residual pressures.   But water wise thinking being as it is, and
bureaucracy being as IT is, we are now seeing reclaimed used for fire water.  
And of course, the California Dept. of Health has a few opinions on what you 
have to do with fire apparatus that has pumped RW, such as
completely clean and flush.   So a BFP on a public hydrant, or on FD
suction hose is the next logical legislative solution.

SML 




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Art Tiroly
Sent: Thursday, June 07, 2012 9:29 AM
To: sprinklerforum@firesprinkler.org
Subject: RE: RPZ for a dedicated private underground fire mains having fire 
hydrants

Then should public street hydrants need BFP installed? 


Arthur Tiroly
ATCO Fire Protection Design
Tiroly and Associates
24400 Highland Rd rm 25, CLE 44143
216-621-8899
216-570-7030 Cell
WWW.ATCOfirepro.com

-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of AKS-Gmail-IMAP
Sent: Wednesday, June 06, 2012 10:49 PM
To: sprinklerforum@firesprinkler.org
Subject: Re: RPZ for a dedicated private underground fire mains having fire 
hydrants

I heard more about this today from an Illinois plumbing inspector. For those 
interested, they (or maybe just he) consider a fire hydrant as a device 

RE: BFP's Addendum

2012-06-06 Thread George Church
Great point, Bob- imagine 8 UG, 8 riser, later on a 1 AF connection for a 
one or two head AF system off, say a 4 CM.
Wouldn't be 1 RPZ?

Love it- the RPZ separating the non-toxic AF from our stinky sprinkler water 
with soot in it (just look at my dress!). 
Sure today's premix is tomorrow's Prestone, but I just don't see it going thru 
a 1/32 hole, thru a crossmain a couple hundred feet, thru a DCDA, and then 
into the domestic at the FF T to poison the occupants.
But they're banning 32 oz sodas in NYC


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com


-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Bob
Sent: Wednesday, June 06, 2012 1:48 PM
To: sprinklerforum@firesprinkler.org
Subject: RE: BFP's Addendum

Jerry,
If this is correct I'm thinking this must be a local amendment.  I've never 
read anything that would suggest this in any manufactures literature.  As well, 
how would that affect an antifreeze loop that's remote?  Would you have to use 
the same size BFP as the piping it comes off of instead of reducing down to 
what the hydraulics allow?  

Bob Knight, CET III
208-318-3057
www.firebyknight.com




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
accentf...@aol.com
Sent: Wednesday, June 06, 2012 11:34 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: BFP's Addendum

Ladies/Gentlemen:

I recently learned, through a reliable source, that the BFP - inside a 
structure - is required to be be the same size as the underground water supply
pipine: 6 UG requires 6 BFP, etc. - no 'down-sizing' at base of riser. My 
source (certified BFP tech) says this is a requirement of USC listing.
This was from a presentation at our State SFPE meeting on BFP's...Just 
wondering if everyone else knew this requirement (none of us did).

Regards to All-

Jerry
accentf...@aol.com

Jerry D. Watts, SFPE
President/Co-Founder
ACCENT FIRE ENGINEERING INT'L. Ltd*
Santa Fe/Albuquerque/Silver City/Roswell/Artesia  New Mexico Seattle, WA San 
Diego, CA  Phoenix, AZ
(800) 503.1961

*Licensed Fire Engineers - Architects/Inspectors/Fire Investigators:  AZ CA CO  
NM  NV  NY  TX  UT  KS  MD  MS
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RE: BFP's Addendum

2012-06-06 Thread George Church
Fire code official in a Pgh, PA suburb circa 1981 used to circle the BFP on 
EVERY submittal and note Not required by Fire Code Official. 
Believe years later a brother in law parallel to this story got caught, and of 
course the very savvy code guy had sterile hands.
We'd talk after a jobsite mtg, but he bought his own coffee.


George L.  Church, Jr., CET  
Rowe Sprinkler Systems, Inc.
PO Box 407, Middleburg, PA 17842
877-324-ROWE   570-837-6335 fax
g...@rowesprinkler.com



-Original Message-
From: sprinklerforum-boun...@firesprinkler.org 
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of Todd Williams
Sent: Wednesday, June 06, 2012 2:22 PM
To: b...@firebyknight.com; sprinklerforum@firesprinkler.org
Subject: RE: BFP's Addendum

Or maybe it's the certain town in MA where the Fire Marshal's (or Building 
Official, I don't remember which) brother-in-law sold backflow preventers. Only 
one specific manufacturer would be approved and it had to be as large as 
possible. 


At 01:48 PM 6/6/2012, you wrote:
Jerry,
If this is correct I'm thinking this must be a local amendment.  I've 
never read anything that would suggest this in any manufactures 
literature.  As well, how would that affect an antifreeze loop that's 
remote?  Would you have to use the same size BFP as the piping it comes 
off of instead of reducing down to what the hydraulics allow?

Bob Knight, CET III
208-318-3057
www.firebyknight.com




-Original Message-
From: sprinklerforum-boun...@firesprinkler.org
[mailto:sprinklerforum-boun...@firesprinkler.org] On Behalf Of 
accentf...@aol.com
Sent: Wednesday, June 06, 2012 11:34 AM
To: sprinklerforum@firesprinkler.org
Subject: Re: BFP's Addendum

Ladies/Gentlemen:

I recently learned, through a reliable source, that the BFP - inside a 
structure - is required to be be the same size as the underground water 
supply
pipine: 6 UG requires 6 BFP, etc. - no 'down-sizing' at base of 
riser. My source (certified BFP tech) says this is a requirement of USC 
listing.
This was from a presentation at our State SFPE meeting on BFP's...Just 
wondering if everyone else knew this requirement (none of us did).

Regards to All-

Jerry
accentf...@aol.com

Jerry D. Watts, SFPE
President/Co-Founder
ACCENT FIRE ENGINEERING INT'L. Ltd*
Santa Fe/Albuquerque/Silver City/Roswell/Artesia  New Mexico Seattle, 
WA San Diego, CA  Phoenix, AZ
(800) 503.1961

*Licensed Fire Engineers - Architects/Inspectors/Fire Investigators:  
AZ CA CO  NM  NV  NY  TX  UT  KS  MD  MS
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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, CT
860.535.2080
www.fpdc.com

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