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FW: Standard of Care

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In this case I believe the subject building is four stories tall and does
not qualify for this exception.

Curt La Count
Jacobs Engineering
Portland, OR
From: Bill Allen, S.E.
To: seaint(--nospam--at)
Subject: RE: Standard of Care
Date: Thursday, September 10, 1998 8:15AM

Unless designed for 3Rw/8 times the prescribed seismic force (see

Bill Allen

 -----Original Message-----
From: Parkerres(--nospam--at) [mailto:Parkerres(--nospam--at)]
Sent: Thursday, September 10, 1998 7:55 AM
To: seaint(--nospam--at)
Subject: Re: Standard of Care

UBC Section 2211.8.2.3,
prohibits their use for seismic load resistance.
Bruce Resnick, S.E.
Parker Resnick Str. Eng.