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RE: overhead epoxy application

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Can’t in this case.  We are infilling an opening in an existing concrete wall.  Just seeing what options there are for doweling, and shear transfer, from the overhead concrete panel into the new concrete infill below.

David A. Topete, SE

From: Tom.Hunt(--nospam--at) [mailto:Tom.Hunt(--nospam--at)]
Sent: Tuesday, August 28, 2007 4:06 PM
To: seaint(--nospam--at)
Subject: Re: overhead epoxy application



With all the heightened concerns with using epoxy in overhead situations I would go with one of the undercut type post installed anchors.

Thomas Hunt, S.E.


"David Topete" <dtopete(--nospam--at)>
08/28/2007 03:55 PM
Please respond to seaint






overhead epoxy application




What products are others specifying for overhead installation?  And, no, my situation is nothing like the Boston C/AT…  TIA

David A. Topete, SE

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