In my situation I have an AHJ that is saying that a gridded system
doesn't use branch lines but rather all piping components in a grid
system are either feed or cross mains and so even 2" and smaller piping
needs to be braced.
I sent him a copy of the Appendix brace location examples for gridded
systems in December and was hoping he would go away, but I may end up
doing as Roland suggested and send in for a formal interpretation.
Thank you all for your comments,
Kurt Kingston
Commercial Fire Protection Inc.
ph (360)-848-9093 fax (360)-848-1072
 
-----Original Message-----
From: [EMAIL PROTECTED]
[mailto:[EMAIL PROTECTED] On Behalf Of Jeff
Hewitt
Sent: Friday, January 18, 2008 11:45 AM
To: [email protected]
Subject: Re: Seismic Bracing and 2002 NFPA 13 Appendix

Tom,

I feel that this should be clarified further.

My understanding, at least as affected by the ICC Codes, is as follows:

The 2003 edition of IBC removes the reference to the use of NFPA 13 from

ASCE 7 2002 edition. (The version of NFPA 13 referenced is NFPA 13,
1999, 
NOT NFPA 13 2002).  NFPA 13, 2002 TIA 02-1 was the "fix" for this snub,
but 
IBC never actually issued a formal interpretation or Supplement
judgement 
stating that.

The 2006 edition of IBC does not have the same verbage removing NFPA 13
that 
IBC 2003 did, and also uses the NFPA 13, 2002 edition as the reference 
document, NOT NFPA 13, 1999, but does add other stipulations for its
use.

The 2007 Supplement to the 2006 IBC removes all remaining hurdles by
simply 
adding a new section to the IBC 2006 Earthquake provisions, allowing the
use 
of NFPA 13 , with no other stipulations.  Please note that the NFPA 13
2002 
version is STILL the reference document to IBC 2006, NOT NFPA 13, 2007.

There is currently no version of IBC that references NFPA 13 2007.


Jeff Hewitt, PE, SET, SFPE (Professional Member)
Corporate Engineer
Bi-State Fire Protection Corporation
241 Hughes Lane
St. Charles, MO  63301
636-946-0011
636-946-5172 (FAX)

This e-mail and any attachments are CONFIDENTIAL and may be protected by
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----- Original Message ----- 
From: "Thom McMahon" <[EMAIL PROTECTED]>
To: <[email protected]>
Sent: Friday, January 18, 2008 12:43 PM
Subject: Re: Seismic Bracing and 2002 NFPA 13 Appendix


> Remember that if your spec. requires you to meet ASCE 7 requirements
that 
> NFPA 13, 2002 was found not to meet these, however 2007 was accepted
as 
> substantially meeting these requirements. Also there was a TIA to 2002
to 
> move toward meeting ASCE 7, but 2007 is much better.
> Most AHJ's will accept the new Standard if presented as an alternate.
>
> Thom McMahon
> Firetech, Inc.
> 2560 Copper Ridge Dr
> Steamboat Springs, CO 80488-2136
> Tel: 970-879-7952
> Fax: 970-879-7926
> ----- Original Message ----- 
> From: "Kurt Kingston" <[EMAIL PROTECTED]>
> To: <[email protected]>
> Sent: Friday, January 18, 2008 10:10 AM
> Subject: RE: Seismic Bracing and 2002 NFPA 13 Appendix
>
>
> I'm re-posting this and any opinions or comments as to whether the
> seismic bracing locations shown figures in the 2002 NFPA 13 Appendix
are
> OK to use would be appreciated.
> Kurt Kingston
> Commercial Fire Protection Inc.
>
> -----Original Message-----
> From: [EMAIL PROTECTED]
> [mailto:[EMAIL PROTECTED] On Behalf Of Kurt
> Kingston
> Sent: Monday, December 17, 2007 8:57 AM
> To: [email protected]
> Subject: Seismic Bracing and 2002 NFPA 13 Appendix
>
> I would like to obtain your opinions as to whether the locations for
the
> seismic bracing in the 2002 NFPA 13 Appendix figures
> A.9.3.5.6(a),(b),(c), and (d) are OK to use as shown if 2" and smaller
> branch lines, and the structure is adequate to support the brace
> spacing.
> Thank you for your time,
> Kurt Kingston
> [EMAIL PROTECTED]
> Commercial Fire Protection Inc.
> Mt Vernon, WA 98273
> 
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