I think you answered a different issue - that being can the structural
member at the point of connection carrying the load.
Roland
On May 28, 2008, at 7:51 AM, Todd Williams - FPDC wrote:
Bill,
I think that you may have discovered another disconnect between
theory and practice. To my knowledge, none of the AHJs in my area
have either the expertise or staff to do a review on seismic. My
guess is that they are just going to say "yes, there is seismic".
That is pretty much what I see now and I don't see it changing,
given municipal budgeting. The exception could possibly be in larger
cities or at the state level. The structural engineer from the
design team (assuming that there is one) would be the only person
qualified to do an actual review. Whether they ever see sprinkler
shop drawings is questionable.
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