Case in point, I just had a job where there was a mega flange caped with a 
blind flange, when the general used our fire pump to fill the underground, he 
blew the flange off. It bent out 6" main directly above. The riser was not 
built because we did not have the UG test certificate. The mega flange is now 
bolted to the floor.

Best regards,

Joe Burtell, SET, CFPS
Burtell Fire Protection
Phone: 406.652.7697
Fax: 406.652.7743
Cell: 406.861.4507
Email: [email protected]
Web Site: http://www.burtellfire.com
 please don't print this e-mail unless you really need to



-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of Mark Sornsin
Sent: Tuesday, October 20, 2009 2:58 PM
To: '[email protected]'
Subject: RE: Retaining rod on UG-tangent

Possibly - but you can get flanges attached by set screws that aren't designed 
for retaining the full system pressure. In those cases the retaining rods would 
still be required. - MAS

-----Original Message-----
From: [email protected] 
[mailto:[email protected]] On Behalf Of George Church
Sent: Tuesday, October 20, 2009 4:00 PM
To: [email protected]
Subject: RE: Retaining rod on UG-tangent

Set screws?

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of Mark Sornsin
Sent: Tuesday, October 20, 2009 4:50 PM
To: '[email protected]'
Subject: RE: Retaining rod on UG-tangent

Geo.:

Are you saying these rods may not be necessary because of the restraint that
may be present at the 90 deg. elbow below ground?  If so, what would be
restraining the flange they're tying into (above the floor)?

Mark A. Sornsin, PE
Fire Protection Engineer
Ulteig Engineers, Inc.
Fargo, ND
Direct:    701. 280.8591
[email protected]



-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of George Church
Sent: Tuesday, October 20, 2009 1:10 PM
To: [email protected]
Subject: RE: Retaining rod on UG

And if there's already a megalug and/or thrust block on the 90 below,
they're superfluous code-wise. Only need 1 of the 3 methods of joint
restraint.

glc

-----Original Message-----
From: [email protected]
[mailto:[email protected]] On Behalf Of
[email protected]
Sent: Tuesday, October 20, 2009 2:00 PM
To: [email protected]
Subject: Re: Retaining rod on UG

Chris,
Sounds like the installer went to far more trouble than it was worth and may

have done damage in the process.The rod could have been left alone and
connected to the flange by way of right angle "tie bolts".I have not found
a restriction on welding the rod (we always used threaded rod couplings) and
as for bending the rod,as long as you don't try to bend @ a 90 so as to
break
the core of the rod between the threads the inspector may not take any
issue with it.But who knows,bending is bending.At least it isn't yours,since
you
are starting at the flange. Has the floor already been poured @ the run-in?

Lamar Vaughn
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