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Re: Town Home Lateral Loads[Subject Prev][Subject Next][Thread Prev][Thread Next]
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- Subject: Re: Town Home Lateral Loads
- From: Jeff Hedman <jeff_h(--nospam--at)lrpope.com>
- Date: Fri, 28 Jun 2013 11:26:14 -0600
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Joe,This project has a separation between units. One jurisdiction here does not allow double top plates or floor sheathing to go through the air gap. So I am not sure how I can really tie the floors of multiple units together. The roof sheathing is continuous and the exterior sheathing are continuous. Maybe thats all I need. But if I do tie multiple units together this jurisdiction will ask for calculations to show how I am transferring the loading to multiple units.
Date: Thu, 27 Jun 2013 10:43:39 -0700 From: "Joe Venuti" <jovenengr(--nospam--at)verizon.net> Subject: RE: Town Home Lateral Loads Jeff Do you place a separation between the units or is it just a party wall of staggered studs ? If not then distribute Wind to 2 or 3 end units depending upon loading requirements Joe Venuti .
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