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To: "'Structural Eng. Assoc. of Cal.'" <seaint(--nospam--at)seaint.org>
From: "Mullen, Corey G." <mullencg(--nospam--at)bv.com>
Date: Mon, 19 Oct 1998 14:21:40 -0500

I am in the process of developing  design standards for a client's future
capacitor bank foundations located in the Mojave Desert.  I am aware of the
seismic zone 4, ice zone 2 ( 50 year radial ice thickness of 0.4 inches) and
high wind zone considerations however I would appreciate some input.  Thank
You

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