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Re: 3/8 inch shear panels

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It would be ethically correct to contact the engineer and discuss your point before going to the Client.  In Canada we are obliged to inform the engineer that we have been retained to review his/her work.  Personally I find it professionally and humanely better to first review the discrepancies with the engineer.  The engineer may then, on his/her own recognizance  "rectify" or revise the details to conform with the third-party input.  No-one gets "pissed off" (unless there is a battle of wills) and the resulting design may be improved.
Regards

Thor Tandy   

-----Original Message-----
From: Ricarev(--nospam--at)aol.com <Ricarev(--nospam--at)aol.com>
To: seaint(--nospam--at)seaint.org <seaint(--nospam--at)seaint.org>
Date: Thursday, September 03, 1998 4:29 PM
Subject: 3/8 inch shear panels


>For additional quality assurance purposes,a client has requested that we
>review plans performed by another engineer for his new residence in Santa
>Monica.Personally,since Northridge,we have used City of LA shear wall
>requirements for all projects in or near LA County.Our dilemna is that for
>this particular project,the engineer specified 3/8 inch Struct I plywood w/8d
>@ 2 in o.c. for studs at 16 in o.c. Thus under the 1994 UBC,this corresponds
>to a shear value of 730 plf which is almost quadruple that amount allowed by
>LA (200 plf).So although the design is legally correct for this
>jurisdiction,it just doesn't seem right.Do we have a legal or moral obligation
>to inform the owner and piss off the other engineer?Your feedback is
>appreciated.Thanks
>
>Ricardo Arevalo S.E.
>
>
>