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Re: Footing Dowels @ Tilt-Up Construction

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You can find the SEAOC Seismology Committee's position paper at SEAOC's web
site. Go to the Committee page, and on the right side there is a list of
documents, one of which deals with tiltup wall connections to footings in
pdf format.

FYI Fred Turner, Staff Structural Engineer, California Seismic Safety
Commission, 1755 Creekside Oaks Drive Suite 100, Sacramento, CA 95833
916-263-0582 Work Phone, 916-263-0594 Fax fturner(--nospam--at)
----- Original Message -----
From: "James Lin" <se3949(--nospam--at)>
To: <seaint(--nospam--at)>
Sent: Wednesday, November 22, 2000 4:32 PM
Subject: Footing Dowels @ Tilt-Up Construction

> I was told that "For tilt-up construction, there is a
> new requirement to provide dowels from continuous
> footing to poured slab closure strip as a positive
> connection between wall panels and footing". Is this
> true? Any paper regarding this issue? Does anyone
> follow this requirement?
> James Lin
> IDS, Inc.