Mark,

I had a project about 3 years ago with an large open office area, and the FM 
guy wanted it calced as OH1 at 3,000 sf.  We could reduce that to 1,500 sq. ft 
if they owner would split the area into two spaces with walls that went to the 
deck.  When asked, this was one of those "unwritten" standards.  didn't make 
much sense but this job had lots of surprises like that.  We had sprinklers in 
process areas at the deck, below equipment and in the high bays at the 15ft 
elevation around certain pieces of equipment.  The equipment didn't require 
vessel protection per NFPA.  We had more sprinklers per cubic ft than on any 
job I'd ever seen.


Craig L. Prahl, CET   
Fire Protection Specialist
Mechanical Department
CH2MHILL
Lockwood Greene
1500 International Drive
PO Box 491, Spartanburg, SC  29304-0491
Direct - 864.599.4102
Fax - 864.599.8439
[email protected]
http://www.ch2m.com 


-----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

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-----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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