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Re: Tilt-Up Panel to Footing Connections

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Yes.

WH

On Monday, October 1, 2012, Stuart, Matthew wrote:

> ACI 16.5.1.3.c
> 
> Matthew Stuart
> Pennoni Associates Inc.
> Office 215-222-3000 x7895
> Mobile 908-309-8657
> http://www.pennoni.com | mstuart(--nospam--at)pennoni.com <javascript:;>
> 
> -----Original Message-----
> From: seaint-seaosc(--nospam--at)mail-list.com <javascript:;> [mailto:
> seaint-seaosc(--nospam--at)mail-list.com <javascript:;>] On
> Behalf Of Stuart, Matthew Sent: Saturday, September 29, 2012 7:52 AM
> To: seaint-seaosc(--nospam--at)mail-list.com <javascript:;>
> Subject: [SEAINT-SEAOSC] Tilt-Up Panel to Footing Connections
> 
> 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

Truncated 864 characters in the previous message to save energy.

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