John,
It would seem to meet the letter of the standard in section 9.3.5.3.9.
Do you see something there that gives you some concern about omitting
lateral bracing?
PARSLEY CONSULTING
Ken Wagoner, SET
760.745.6181 voice
760.745.0537 fax
[email protected] <mailto:[email protected]> e-mail
www.ParsleyConsulting.com <http://www.ParsleyConsulting.com> website
IMPORTANT NOTICE: This correspondence is not a Formal
Interpretation issued pursuant to NFPA Regulations. Any opinion
expressed is the personal opinion of the author and does not necessarily
represent the official position of the NFPA or its Technical Committees.
In addition, this correspondence is neither intended, nor should it be
relied upon, to provide professional consultation or services.
John Reilly wrote:
Please offer an opinion on bracing 6" sched. 10 main to a concrete wall.
The method of attachment is a knee brace with a short rod and ring so that
lateral bracing is not required.
For the record, this is not my design.
J. Reilly
[email protected]
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