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RE: Timber floor framing
- To: seaint(--nospam--at)seaint.org
- Subject: RE: Timber floor framing
- From: "Lloyd Pack" <packman90(--nospam--at)qwest.net>
- Date: Tue, 27 Jun 2006 11:40:40 -0600
- Priority: normal
On 27 Jun 2006 at 8:06, Joe Grill wrote:
> Can you get the number for the UFC document. I'm always looking for
> good references.
> Joseph R. Grill, P.E. (Structural)
> Shephard - Wesnitzer, Inc.
> Civil Engineering and Surveying
> P.O. Box 3924
> Sedona, AZ 86340
> PHONE (928) 282-1061
> FAX (928) 282-2058
Joe and all others,
I apologize for messing this reference up so badly. I was remembering
a project that I worked on that had this system for the roof diaphragm.
I pulled out the calculations for this project and found that I was remembering
TI-809-04, but that is not where the reference to the diaphragms was found.
We used this for shearwalls. The reference for the diaphragms is in the
AF&PA AWC document Lateral Force Resisting Systems ASD/LRFD
Supplement - Special Design Provisions for Wind and Seismic, Table 4.2C.
I hope that this wasn't too confusing, and again apologize for the misleading
You can download this free document from AWC at:
It's called -Supplement - 2005 ASD/LRFD Wind/Seismic