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Re: Tilt-Up Panel to Footing Connections

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Check ACI 318 Section 6.5.1.3 (c), I have 2005 version. This may require
modification for high seismic per Chapter 21. I don't know where the IBC
section on this exactly is. IBC modifies some ACI requirements in Chapter
19.

WH

On Sat, Sep 29, 2012 at 7:51 AM, Stuart, Matthew 
<MStuart(--nospam--at)pennoni.com>wrote:

> I haven’t had a plans reviewer ask me why my tilt-up panel foundation
> detail does not include a mechanical connection at the footing but does 
> at the slab-on-grade in so long I don’t even know where the latest IBC
> section is that relates to this exemption if no uplift forces exist. Can
> someone point me to the proper IBC exception that allows panels to be
> physically connected to the slab-on-grade only and not the footing?
> 
> D. Matthew Stuart, P.E., S.E., F.ASCE, SECB, MgtEng
> Structural Division Manager
> Pennoni Associates Inc.
> One Drexel Plaza
> 3001 Market Street, 2nd Floor
> Philadelphia, PA 19104
> Office 215-222-3000 x7895 | Direct 215-254-7895
> Fax 215-222-0789 | Mobile 908-309-8657
> http://www.pennoni.com | mstuart(--nospam--at)pennoni.com

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