How about using a K=6.9 residential sprinkler spaced at 14 x 14 (bay 
dimensions) and flow it at 16 x 16 design. It would probably give you 
50%  more water than a K=4.2 (19 gpm vs. 13 gpm on Tyco heads) and 
meets the FM's design criteria. I have no idea what impact it would 
have but it might give you an additional level of security. Not 
trying to play engineer, but it could be a reasonable solution.


At 05:13 PM 3/5/2010, you wrote:
>Last opinion question, spacing? 130 or 225?
>
>Greg McGahan
>
>Living Water Fire Protection
>(850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231
>
>
>-----Original Message-----
>From: [email protected] 
>[mailto:[email protected]] On Behalf Of George Church
>Sent: Friday, March 05, 2010 8:02 AM
>To: [email protected]
>Subject: RE: 13D Large Garage Revisited
>
>Flow 2 heads as cheap as you can and meet applicable minimum consensus
>standard. Offer every upgrade you think is appropriate and the Owner paying
>the bill can select how much he'd like to invest in the protection.
>
>-----Original Message-----
>From: [email protected]
>[mailto:[email protected]] On Behalf Of Greg McGahan
>Sent: Friday, March 05, 2010 8:52 AM
>To: [email protected]
>Subject: RE: 13D Large Garage Revisited
>
>That is why I tried to limit the scope of this discussion. I don't want to
>open the already beat up discussion of the non-existent size limits on 13D.
>I just need to figure out what to do with this one Garage!!
>
>Greg McGahan
>
>Living Water Fire Protection
>  (850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231
>
>
>-----Original Message-----
>From: [email protected]
>[mailto:[email protected]] On Behalf Of George Church
>Sent: Friday, March 05, 2010 7:53 AM
>To: [email protected]
>Subject: RE: 13D Large Garage Revisited
>
>That would depend on a zillion variables.
>We could spend a lot of time discussing and never reach a conclusion.
>
>It's 13D.
>
>-----Original Message-----
>From: [email protected]
>[mailto:[email protected]] On Behalf Of Daniel Merkle
>Sent: Friday, March 05, 2010 8:35 AM
>To: [email protected]
>Subject: Re: 13D Large Garage Revisited
>
>Kinda off topic, but If a fire broke out in a 18,000sqft home, would 10
>minutes be enough time to get out? I could see someone getting disoriented
>in the middle of the night and not being able to find their way out of the
>home.
>
>
>Daniel L. Merkle, CET
>NICET # 118915
>Automatic Sprinkler System Layout, Level III
>"COLONIAL" Fire Protection Systems Inc.
>937 Linden Ave. W.
>E. Rochester, N.Y. 14445
>Office-(585) 381-7362
>Fax-(585) 381-8263
>E-mail - [email protected]
>
>
>
>
>________________________________
>From: Greg McGahan <[email protected]>
>To: [email protected]
>Sent: Fri, March 5, 2010 8:19:24 AM
>Subject: RE: 13D Large Garage Revisited
>
>It is a wet system. The living area of the house is approx. 18,000 sqft by
>the way.
>
>Greg McGahan
>
>Living Water Fire Protection
>(850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231
>
>
>-----Original Message-----
>From: [email protected]
>[mailto:[email protected]] On Behalf Of George Church
>Sent: Friday, March 05, 2010 6:31 AM
>To: [email protected]
>Subject: RE: 13D Large Garage Revisited
>
>Take a deep breath, a step back and look at the big picture: 13D.
>
>Get the job, and then propose an upgrade; if there's gonna be $3.6 mil worth
>of Italian HP in there, it would be prudent to do so. But you'll have made
>the best shot at getting the work, and offering whatever level the owner
>wants to pay for above code minimum.
>
>glc
>
>-----Original Message-----
>From: [email protected]
>[mailto:[email protected]] On Behalf Of Todd Williams
>Sent: Friday, March 05, 2010 6:09 AM
>To: [email protected]
>Subject: RE: 13D Large Garage Revisited
>
>Greg,
>
>They are calling it a garage, but what is the actual occupancy? If
>this is Jay Leno and he is planning on storing part of his
>collection, then they may be right. (my assumption here is that 8500
>is the actual square footage of the space we are talking about) If it
>is like my garage, it has a classic boat, workshop, storage of old
>files, sports gear, leftovers from my mothers house, etc. Not exactly
>the all-American two cars, a rake and Johnny's bike. In reality, it's
>more storage.
>
>The purpose of a 13D system is to give people time to get out of the
>house so they don't die in the fire. We're not trying to save
>anything else. If we do, great. I would think the purpose of
>protecting a garage would be to do the same. You should be asking
>yourself what is going to accomplish that goal.
>
>It sounds like the AHJ is asking for what is noted in 13D (2002)
>section A.8.6.4. Although there is basis for it in Code, they readily
>admit that this approach has not been tested. Perhaps note this and
>accept his idea. There is not much else to go on. Although from an
>engineering standpoint, I like your 4 head calc idea, but there is
>nothing hard to justify it.
>
>BTW, being a beach, don't forget the galvanized pipe and protected
>sprinklers.
>
>Good luck.
>
>
>
>At 09:29 PM 3/4/2010, you wrote:
> >Well....I am not trying to practips notice engineering, but there
> >will be an engineer involved at some point and if tradition
> >continues he will ask us what we think.
> >
> >Since I am not the engineer but I am of reasonable intelligence and
> >I possess greater than average concern for the product we produce
> >(present company excepted)I have the following questions:
> >
> >1) Is this truly a situation where some protection is better than none or
>not?
> >2) Does anyone know statistically how many heads operate in a
> >Parking Garage Fire?
> >3) What about the stipulation that states that an AHJ cannot accept
> >less than code, but he can require more than code requires? ( At
> >least in Florida)
> >4) As with probably everyone or almost everyone that is a contractor
> >right now, we need this job and I do not want to let go of it
> >easily, but we will if it is potentially a disaster waiting to happen.
> >
> >Greg McGahan
> >
> >Living Water Fire Protection
> >  (850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231
> >
> >-----Original Message-----
> >From: [email protected]
> >[mailto:[email protected]] On Behalf Of Ron Greenman
> >Sent: Thursday, March 04, 2010 7:56 PM
> >To: [email protected]; [email protected]
> >Subject: Re: 13D Large Garage Revisited
> >
> >But....What will you really get and how much red stuff do you need for
> >flashover in this garage and why do you care in a life safety system?
> >How long can this garage burn before it threatens the folks inside the
> >house. My guess is that we don't sprinkler garages in 13D 'cause even
> >in stick frame and rock garages we figure anybody inside will be awake
> >and will run away from the fire. I still think Greg's problem is more
> >political than engineering though.
> >
> >On Thu, Mar 4, 2010 at 5:27 PM,  <[email protected]> wrote:
> > > Interesting question on the ssu v res heads.  13d imho was a
> > search for a minimum with a limited intent.  So we know 0.05 res
> > head will for 10 min. prevent flashover.  We don't know with more
> > water in a different pattern really what will happen related to
> > flashover.  And I'm guessing more water in this thought because I
> > don't know what each spacing and pressure will be.  But 14 x 14 and
> > 7 psi on a 5.6 is about 0.75 which is 50% more than the theoretical
> > 0.5.  Also consider there aren't any walls really in this room.  I
> > also know any moisture entrained will reduce the upper layer temp
> > which will delay flashover.  I also know putting the wet stuff on
> > the red stuff, ssu, reduces the red stuff and less red stuff delays
> > flashover.  And a room this big is hard to flashover.   IMHO I do
> > think flashover will be delayed even with ssu's.
> > >
> > > Chris
> > > Sent from my Verizon Wireless BlackBerry
> > >
> > > -----Original Message-----
> > > From: "Thom McMahon" <[email protected]>
> > > Date: Thu, 4 Mar 2010 16:52:34
> > > To: <[email protected]>
> > > Subject: RE: 13D Large Garage Revisited
> > >
> > > I would be asking that if you do use SSU or SSP QR heads do they
> > provide the
> > > same protection from flashover as Res. Heads? I think not. Res. Heads
>apply
> > > most of the water to the upper wall, while SSP/SSU put most of their
>water
> > > on the floor and lower wall.
> > > Additionally, you say this is a house on stilts, so does the egress pass
> > > thru the garage or alone one of its walls? Is that wall rated or at
>least
> > > 5/8 type X?
> > >
> > > Thom McMahon, SET
> > > Firetech, Inc.
> > > 2560 Copper Ridge Dr
> > > P.O. Box 882136
> > > Steamboat Springs, CO 80488
> > > Tel:  970-879-7952
> > > Fax: 970-879-7926
> > >
> > >
> > >
> > > -----Original Message-----
> > > From: [email protected]
> > > [mailto:[email protected]] On Behalf Of Chris
>Cahill
> > > Sent: Thursday, March 04, 2010 4:35 PM
> > > To: [email protected]
> > > Subject: RE: 13D Large Garge Revisited
> > >
> > > 13D does not contain a reference to OH.  13D is the standard for SFH.
>13D
> > > does not contain a sq.ft. limit for application.  Here's a question or
>two.
> > >
> > > Do, in your opinion, feel the intent to delay flashover will be met with
>a
> > > 13D in the garage?  Do you believe 13D has a clear intent to the
>treatment
> > > of a garage (nothing actually required, right)?  Do you believe 2 head
>13D
> > > calc is MORE than required? Do you believe more time will be afforded to
> > > occupants by providing a 13D in the garage even if it does not control
>the
> > > fire as the intent of the higher 13 standard?  Do you believe your
>actions
> > > put anyone in danger from providing LESS than what the law requires?
>Sure
> > > the system might not control the fire and people could get hurt but that
> > > would occur faster if you did nothing as the standard allows, right?
>The
> > > annex support this approach.
> > >
> > > Those are all the reasons why this is OK legally and even morally, IMHO.
> > >
> > > You can certainly give the base and offer the higher level in the
>garage.
> > > Then you at least have a positive vs. implied assumption of risk when
> > > declined.
> > >
> > > Life is an STD for your parents and a terminal disease for you.
> > >
> > > Chris Cahill, P.E.
> > > Fire Protection Engineer
> > > Sentry Fire Protection, Inc.
> > >
> > > 763-658-4483
> > > 763-658-4921 fax
> > >
> > > Email: [email protected]
> > >
> > > Mail: P.O. Box 69
> > >        Waverly, MN 55390
> > >
> > > Location: 4439 Hwy 12 SW
> > >              Waverly, MN 55390
> > >
> > > -----Original Message-----
> > > From: [email protected]
> > > [mailto:[email protected]] On Behalf Of Greg
>McGahan
> > > Sent: Thursday, March 04, 2010 5:03 PM
> > > To: [email protected]
> > > Subject: 13D Large Garge Revisited
> > >
> > > I know this is a very controversial issue (large 13d houses) so I am
>trying
> > > to get feedback from those who have already evaluated this type of
> > > situation.
> > >
> > > The lowest level of this house on pilings on the beach is
> > enclosed and lands
> > > at about 8,500 sq ft. It is being called a "Garage" and has a poured in
> > > place concrete ceiling that consists of roughly 14' x 14' bays in which
>the
> > > beams are about 14" deep - therefore it is obstructed construction.
> > >
> > > The AHJ is asking for us to provide steel pipe and perform a 2
> > head 13D calc
> > > since he considers it no more hazardous than a normal home garage. We
>have
> > > not been awarded this contract and the bid war is still on or I would
>throw
> > > caution to the wind and say that it needs to be OH and calc accordingly.
> > > However, that would require a separate fire main and all that includes
>as
> > > the intended 2" Domestic line would not supply an OH calc.
> > >
> > > My though was to do a 4 head calc and use SSU sprinklers. Would I
> > space them
> > > at 130 sqft or 225 sqft if I were to attempt this arrangement. Or is
>there
> > > any factual data to say that we must go to OH in this instance?
> > >
> > > Thanks for your help.
> > >
> > > Greg McGahan
> > >
> > > Living Water Fire Protection
> > > (850) 937.1850 | Fax (850) 937.1852 | Cell (850) 554.3231
> > >
> > > _______________________________________________
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> > > [email protected]
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> > >
> > > For Technical Assistance, send an email to: [email protected]
> > >
> > > To Unsubscribe, send an email
>to:[email protected]
> > > (Put the word unsubscribe in the subject field)
> > >
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> > >
> > > For Technical Assistance, send an email to: [email protected]
> > >
> > > To Unsubscribe, send an email
>to:[email protected]
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> > >
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> > > For Technical Assistance, send an email to: [email protected]
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> > >
> >
> >
> >
> >--
> >Ron Greenman
> >Instructor
> >Fire Protection Engineering
> >Bates Technical College
> >Tacoma, WA
> >
> >Member:
> >SFPE, ASCET, NFPA, AFSA, NFSA AFAA, NIBS, WSAFM, WFC
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>Todd G. Williams, PE
>Fire Protection Design/Consulting
>Stonington, Connecticut
>860-535-2080
>www.fpdc.com
>
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Todd G. Williams, PE
Fire Protection Design/Consulting
Stonington, Connecticut
860-535-2080
www.fpdc.com

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