Thanks, Todd & Craig.

Not to be the Devil's advocate, but section 9.3 applies to systems being
protected against earthquake damage (not always the case).  Would seem like
good engineering (opps, I mean Layout Technicianing) to provide the
coupling regardless.


Ed Kramer
Littleton, CO


>>Yes there is.  In 2002 edition it's in section 9.3.2.3(4).  Generally
>>the use of a non-rigid style grooved coupling allows enough deflection
>>for these types of expansion joints and is acceptable to most AHJ's.


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