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[SEAOC] Concrete Anchors in Tilt-Ups

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I'm looking for opinions, friendly or otherwise:  Are expansion-type concrete
anchors, such as Hilti Kwik-Bolt II, appropriate for out-of-plane anchors in
the wall-to-roof connection to retrofit existing, pre-1971, concrete tilt-up
buildings?  The configuration would consist of concrete anchors drilled
through the wood ledger, and connected to the wood joists with Simpson
holdowns or similar hardware.
Thanks.
Carl Sramek  
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