The loss was several years ago and is not the only underground main break below 
a building I have seen.  This one involved a building addition that was placed 
over the existing main.  I don't remember if the owner at the time was the 
owner when the addition was built, but would speculate they were.  Building 
addition and utilities designed by architects and engineers (strictly a fire 
main from a dedicated fire pump) and tested religiously to rigid IRI standards 
at the time (I know you youngsters out there won't believe that, but if you've 
been around 20 years or more you'll know that FM and IRI were very strict 
[appropriately so] until the insurance industry changed dramatically 
[unfortunately] in the early '90's).  Approved by, probably everyone, but yet 
no one.

Scott 

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



-----Original Message-----
From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On Behalf Of Phelps, Mark
Sent: Friday, January 12, 2007 11:24 AM
To: [email protected]
Subject: RE: Fire Mains

Who DESIGNED it?
Mark at Aero

-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] Behalf Of
[EMAIL PROTECTED]
Sent: Friday, January 12, 2007 10:13 AM
To: [email protected]
Subject: RE: Fire Mains


And this comes back to the question being discussed in another thread,  Who 
approved something like that? 


Craig L. Prahl, CET
Fire Protection Group
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.lg.com


-----Original Message-----
From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On Behalf Of Scott A. Futrell
Sent: Friday, January 12, 2007 12:05 PM
To: [email protected]
Subject: RE: Fire Mains

I was present when a 10" main running below a building where manufacturing was 
more than $1Million per day broke.  The break, under the loading dock, turned 
out to be 18 feet deep and backhoes that could reach that deep could not get 
into the loading dock because the doors weren't big enough.  You don't have to 
know much more to know this was a very expensive problem because the 
manufacturing operation could not run without fire protection!

Scott 

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



-----Original Message-----
From: [EMAIL PROTECTED] [mailto:[EMAIL PROTECTED] On Behalf Of Joe Burtell
Sent: Friday, January 12, 2007 10:40 AM
To: [email protected]
Subject: FW: Fire Mains

Here is a good example why we don't run fire supply mains under building
slabs. NFPA has prohibited this for years but I still Architects and
Engineers design underground fire supply mains under the slab to interior
mechanical rooms. Fire sprinkler risers should always be installed at
exterior walls to prevent what just happened at Sky View High School. Please
pass this along to anyone in your firm who specifics location of fire supply
mains.

NFPA 13 2002
10.6 Protection Against Damage
10.6.1 Pipe shall not be run under buildings.
Piping located under buildings is extremely difficult to repair, which is
one of the reasons that 
10.6.1 prohibits the installation of pipe under buildings. When buildings
are built over exist- 
ing underground piping, the piping should be rerouted around the new
building. When piping
buildings requires repair, operations in the building must be curtailed,
equipment may 
need to be moved, and the floor must be excavated. Leaks in the buried
piping underneath the
building can go undetected for long periods, and they can also undermine the
building support.
The location of system valves in the center of a building also places the
system controls
in the center of the building, which may not be desirable during a fire
event.

http://www.billingsgazette.net/articles/2007/01/11/news/local/25-skyview_g.t
xt




Joe Burtell, SET, CFPS
Burtell Fire Protection, Inc.
[EMAIL PROTECTED]
www.burtellfire.com
 


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