The water would probably have to come from the Ice and Trash chutes so
filters too. Attached, if I can pull it off, are photos from what
happens when trash slams the penstock wickets shout. And you tell me
who decides to build a powerhouse in a metal barn building? Apparently
I don't have it here. I'll try to remember to send it from home


On Fri, Sep 25, 2009 at 7:35 AM, George Church <[email protected]> wrote:
> Depending on the elevation, might need HP heads.
> And at the lowest level, use K2.8 and you'll have a mist system suitable for
> the powerhouse.
>
> Scuppers would be essential!
>
> -----Original Message-----
> From: [email protected]
> [mailto:[email protected]] On Behalf Of Ron Greenman
> Sent: Friday, September 25, 2009 10:25 AM
> To: [email protected]
> Subject: Re: Inadequte Water
>
> You might have something there George but maybe sidewalls screwed into
> the back wall. Pattern development after all.
>
> On Fri, Sep 25, 2009 at 7:25 AM, George Church <[email protected]> wrote:
>> Wouldn't fusible plugs been able to take care of the powerhouse??
>>
>> -----Original Message-----
>> From: [email protected]
>> [mailto:[email protected]] On Behalf Of Ron
> Greenman
>> Sent: Friday, September 25, 2009 10:10 AM
>> To: [email protected]
>> Subject: Re: Inadequte Water
>>
>> Ben,
>>
>> I've heard that tactic referred to as "Interference of Mission."
>> Somewhat like some of the AHJs NOT on this Forum base commanders tend
>> to think their positions imbue them with special powers like the
>> ability to engineer based on their powers of divination. I once had a
>> deputy commander from the Corps tell me you couldn't sprinkler a
>> hydroelectric powerhouse because there wasn't enough water. When I
>> pointed out he had the second largest river in North America backed up
>> behind his dam he told me I couldn't use that water. Maybe he figured
>> he needed all that water to run his generators even during a fire. I
>> don't know but it was frustrating at the time and an amusing story
>> now.
>>
>> On Fri, Sep 25, 2009 at 5:10 AM, Ben Young <[email protected]>
>> wrote:
>>> As someone who worked overseas for the military for two years, I can tell
>>> you that while that may be the intended goal of the UFC, it is barely
>>> enforced overseas.  Usually all an installation commander has to do to
> get
>>> around the requirements of the UFC is to simply make an 'expeditionary'
>>> exemption.
>>>
>>> The UFC may be a great idea, but its execution outside of permanent bases
>> in
>>> Europe and Japan/Korea is awful.
>>>
>>> On Thu, Sep 24, 2009 at 9:00 PM, Ron Greenman <[email protected]>
>> wrote:
>>>
>>>> Chris,
>>>>
>>>> When the UFC was going through it's first iterations I was doing a lot
>>>> of work with the Navy and one of the inspectors I was working with was
>>>> very involved in commenting on the development of the document. He
>>>> often asked for advice or just used me for a sounding board. This
>>>> document was developed to meet the needs of the Navy, Army and Air
>>>> Force anywhere in the world. There are requirements that far surpass
>>>> those of the civilian world and most were debated. This was back in
>>>> the mid nineties and you've seen how many drafts there have been
>>>> since. This is the military and like a nuclear power plant the usual
>>>> rules just don't apply. I hate waste in government as much as anyone
>>>> but this is a case where the more stringent requirements were
>>>> thoroughly vetted and justified. As a side note there's a few things
>>>> that are less onerous than in the civilian standards. Take care.
>>>>
>>>> On Thu, Sep 24, 2009 at 1:58 PM, Rod DiBona <[email protected]>
>> wrote:
>>>> > Steve,
>>>> >
>>>> > The 3,000 ft design area is unexplainable. We have just learned that
> it
>>>> is what it is. These systems just cost more and we make more money. Is
> it
>>>> good use of taxpayer money...I don't think so but what do you do? If the
>>>> system now needs a tank and a pump then sell it to the government and
>> again
>>>> make more money. I had a similar situation and presented the facts to
> the
>>>> gov't and when I came with my proposal for tank and pump in hand they
>> were
>>>> way more willing to negotiate. In my case we "reduced" our hose down to
>> 250
>>>> as the building was mainly light hazard and they took away one of the
>>>> increasers for either dry or sloped since the area was already increased
>> and
>>>> then it worked. Bottom line is that it is their requirements and if they
>>>> want to enforce it they will have to pay for it. I also have it in my
>> mind
>>>> that there is an exception to mechanical room hazard classification for
>>>> rooms under 400 ft. I think this is why you can run cpvc piping in a
>> small
>>>> mech room. So if that is the case maybe you can go from 500 to 250 hose.
>>>> Doesn't look like it would make the difference for you but it would be
>>>> closer.
>>>> >
>>>> > Rod DiBona
>>>> > Rapid Fire
>>>> >
>>>> > -----Original Message-----
>>>> > From: [email protected] [mailto:
>>>> [email protected]] On Behalf Of Steve Kowkabany
>>>> > Sent: Thursday, September 24, 2009 2:24 PM
>>>> > To: [email protected]
>>>> > Subject: RE: Inadequte Water
>>>> >
>>>> > Ben,
>>>> >
>>>> > I've had this referenced and enforced by the Navy twice in the last 3
>>>> > months.  Even if it is a draft, we are abiding by what the government
>>>> says
>>>> > as they are the AHJ for these projects.
>>>> >
>>>> >
>>>> > Steve Kowkabany, P.E.
>>>> > Fire Protection Engineer
>>>> > Neptune Fire Protection Engineering LLC
>>>> > 616 Davis Street
>>>> > Neptune Beach, FL 32266
>>>> > 904-652-4200 Phone
>>>> > 904-212-0868 Fax
>>>> >
>>>> >
>>>> > -----Original Message-----
>>>> > From: [email protected]
>>>> > [mailto:[email protected]] On Behalf Of Ben
>> Young
>>>> > Sent: Thursday, September 24, 2009 3:32 PM
>>>> > To: [email protected]
>>>> > Subject: Re: Inadequte Water
>>>> >
>>>> > Steve,
>>>> >
>>>> > Is this requirement also in a spec, or are you basing this requirement
>>>> > solely on the section of the draft copy of 3-600-10N?
>>>> >
>>>> > If its the latter, I don't believe that a draft copy of a new UFC
>> series
>>>> is
>>>> > in enforceable.  I stopped doing government work two months ago, so
>>>> unless
>>>> > something has changed since then, the only thing you have to worry
>> about
>>>> is
>>>> > 3-600-01 and the project's UFGS spec.
>>>> >
>>>> > If someone from the corps is referencing this standard, I think you
> may
>>>> want
>>>> > to ask why they're using a draft document.
>>>> >
>>>> > -Ben
>>>> >
>>>> > On Thu, Sep 24, 2009 at 3:17 PM, Steve Kowkabany
>>>> > <[email protected]>wrote:
>>>> >
>>>> >> Mark,
>>>> >>
>>>> >> Like Steve said, the requirement comes from the UFC codes - section
>> and
>>>> >> verse below
>>>> >>
>>>> >> 2-3.1.1.1 Hydraulic calculations must include a minimum pressure drop
>>>> >> across
>>>> >> backflow preventers of 12 psi (82.7 kPa), or the actual pressure
> drop,
>>>> >> whichever is greater, regardless of type or size.
>>>> >>
>>>> >> What really gets me about this is that I think this is because they
>> are
>>>> >> afraid that eventually an RPZ will be put in and they want to design
>> for
>>>> >> that, but even some of the new RPZ's now can be designed for less
> than
>>>> 12
>>>> >> psi and many times increase can put you into a fire pump.  Also, once
>> a
>>>> >> double-check is deemed acceptable as the BFP, very little is likely
> to
>>>> >> change that would require adding an RPZ - short of adding an
>> antifreeze
>>>> >> loop
>>>> >> or something.
>>>> >>
>>>> >> I'm with you on the 3,000 sqft design area.  It makes no sense to me.
>>  I
>>>> >> could see increasing the density, because suppression is all about
>>>> > delivery
>>>> >> rate, but doubling the design area just adds a lot of unnecessary
>> water
>>>> in
>>>> >> my opinion.
>>>> >>
>>>> >> Any government folks know where those requirements originate from?
>>>> >>
>>>> >>
>>>> >> Steve Kowkabany, P.E.
>>>> >> Fire Protection Engineer
>>>> >> Neptune Fire Protection Engineering LLC
>>>> >> 616 Davis Street
>>>> >> Neptune Beach, FL 32266
>>>> >> 904-652-4200 Phone
>>>> >> 904-212-0868 Fax
>>>> >>
>>>> >>
>>>> >> -----Original Message-----
>>>> >> From: [email protected]
>>>> >> [mailto:[email protected]] On Behalf Of Mark
>>>> >> Sornsin
>>>> >> Sent: Thursday, September 24, 2009 10:12 AM
>>>> >> To: '[email protected]'
>>>> >> Subject: RE: Inadequte Water
>>>> >>
>>>> >> Steve:
>>>> >>
>>>> >> Which UFL standard is requiring the 12 psi drop across the backflow?
>>>>  This
>>>> >> is the second time I've heard of this but have not yet had to deal
>> with
>>>> it
>>>> >> (I don't know why not).
>>>> >>
>>>> >> I would LOVE to have a sit-down with the 'powers that be' responsible
>>>> for
>>>> >> the UFC standards. E.g. where do they get the 3,000 sq.ft design area
>>>> > crap?
>>>> >> They say it's common HPR requirements in the civilian world - except
> I
>>>> >> worked for FM and we NEVER required 3,000 sq.ft. design areas for
>> light
>>>> or
>>>> >> ordinary hazard-equivalent occupancies. Maybe they just want to cover
>>>> >> themselves in case a combustible concealed space appears...
>>>> >>
>>>> >> Mark A. Sornsin, PE
>>>> >> Fire Protection Engineer
>>>> >> Ulteig Engineers, Inc.
>>>> >> 3350 38th Avenue S.
>>>> >> Fargo, ND 58104-7079
>>>> >>
>>>> >> Direct:    701. 280.8591
>>>> >> Fax:        701.280.8739
>>>> >> Cell:        701.371.5759
>>>> >>
>>>> >> [email protected]
>>>> >> www.ulteig.com
>>>> >>
>>>> >> Confidentiality Notice
>>>> >> This message may contain privileged and confidential information. If
>> you
>>>> >> think, for any reason, this message may have been addressed to you in
>>>> >> error,
>>>> >> you   must not disseminate copy or take any action in reliance on it,
>>>> and
>>>> >> we
>>>> >> would ask you to notify me immediately by return email to
>>>> >> [email protected].
>>>> >>
>>>> >>
>>>> >>
>>>> >> -----Original Message-----
>>>> >> From: [email protected]
>>>> >> [mailto:[email protected]] On Behalf Of Steve
>>>> >> Kowkabany
>>>> >> Sent: Thursday, September 24, 2009 7:18 AM
>>>> >> To: [email protected]
>>>> >> Subject: RE: Inadequte Water
>>>> >>
>>>> >> I have the single most frustrating water issue I have ever had going
>> on
>>>> >> right now Greg.  I am working on this small commercial entrance
>> facility
>>>> > at
>>>> >> a military base in Georgia.  We are only sprinklering a small 3,800
>> sqft
>>>> >> cargo transfer building and getting the water from the local utility
>>>> > rather
>>>> >> than the base.
>>>> >>
>>>> >> We designed based on modeling data that was the only thing available
>> at
>>>> >> design (there was no water within a mile then) and had no problem
>> making
>>>> >> the
>>>> >> small light hazard wet system work.
>>>> >>
>>>> >> Last week the underground was finally finished and we had our main
> run
>>>> up
>>>> >> to
>>>> >> the building and some nearby hydrants to test, so we tested them -
>> 55/25
>>>> > at
>>>> >> 750 gpm.  Bad water but still enough to make an little light hazard
>> wet
>>>> >> system work right?
>>>> >>
>>>> >> Not once you take a 3,000 sqft design area, a 500 gpm hose allowance
>> due
>>>> > to
>>>> >> the presence of 300 sqft of OH1 rooms, and a mandatory 12 psi
> pressure
>>>> >> across the BFP regardless of the fact that it is actually a
>> double-check
>>>> -
>>>> >> all mandatory per UFC codes.  After all that, you need 850 gpm at 40
>> psi
>>>> > to
>>>> >> make this system work and we are looking at a pump and a tank!
>>>> >>
>>>> >> It's a very frustrating situation, so feel free to tell your AHJ he
> is
>>>> not
>>>> >> alone.
>>>> >>
>>>> >>
>>>> >> Steve Kowkabany, P.E.
>>>> >> Fire Protection Engineer
>>>> >> Neptune Fire Protection Engineering LLC
>>>> >> 616 Davis Street
>>>> >> Neptune Beach, FL 32266
>>>> >> 904-652-4200 Phone
>>>> >> 904-212-0868 Fax
>>>> >>
>>>> >> _______________________________________________
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>>>> >>
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>>>> >
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>>>>
>>>>
>>>> --
>>>> Ron Greenman
>>>> Instructor
>>>> Fire Protection Engineering
>>>> Bates Technical College
>>>> Tacoma, WA
>>>>
>>>> Member:
>>>> SFPE, ASCET, NFPA, AFSA, NFSA AFAA, WSAFM
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>>
>> --
>> Ron Greenman
>> Instructor
>> Fire Protection Engineering
>> Bates Technical College
>> Tacoma, WA
>>
>> Member:
>> SFPE, ASCET, NFPA, AFSA, NFSA AFAA, WSAFM
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>> Sprinklerforum mailing list
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> --
> Ron Greenman
> Instructor
> Fire Protection Engineering
> Bates Technical College
> Tacoma, WA
>
> Member:
> SFPE, ASCET, NFPA, AFSA, NFSA AFAA, WSAFM
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-- 
Ron Greenman
Instructor
Fire Protection Engineering
Bates Technical College
Tacoma, WA

Member:
SFPE, ASCET, NFPA, AFSA, NFSA AFAA, WSAFM
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