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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