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RE: Timber floor framing

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Joe,
The link to the UFC documents website is here...
http://65.204.17.188//report/doc_ufc.html
I don't know specifically which document Lloyd is referring to, but maybe you'll find it there...  Good luck.
DT

Joe Grill <jgrill(--nospam--at)swiaz.com> wrote:
Lloyd,
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
jgrill(--nospam--at)swiaz.com



-----Original Message-----
From: Lloyd Pack [mailto:packman90(--nospam--at)qwest.net]
Sent: Tuesday, June 27, 2006 7:11 AM
To: seaint(--nospam--at)seaint.org
Subject: Re: Timber floor framing

On 23 Jun 2006 at 16:59, Brian wrote:

> List,
>
> I am unfamiliar with this type of wood framing and was
> wondering if anyone had experience or could provide
> some information/details on this type of framing. My
> client would like to use 4x timber beams at 4'-0"oc
> and 2x oak planks as the flooring system to a
> residence. This home is located in Florida.
>
> I'm not quite sure how the system would go together.
> I believe that the flooring system wouldn't actually
> be 2x planks similar to a patio deck. I'm guessing is
> that the floor sheathing would actually be multiple
> layers (maybe 3?) of 1/2" plywood that would be
> attached together to make a tongue and groove
> connection. I'm really not sure what type of nailing
> would be required to connect the floor sheathing to
> the 2x timber members. I'm also assuming the timber
> beam members would be supported on ganged 2x stud
> posts or timber posts within the bearing wall.
>
> As you can tell, I'm pretty clueless on how this
> system works. I would appreciate any help that anyone
> could give me. Or, if someone could direct me to
> where I may be able to find some more information or
> typical details.
>
> Thank you,
> Brian

In addition to Scott's and Daryl's excellent replies, I would
add that a military document, UFC-???, has numbers on
the capacities for diaphragms made with roof and floor
systems framed this way. There is a higher diaphragm shear
capacity for placing the decking on a 45 degree slant instead
of perpindicular to the floor joists. I apologize for not having
the exact UFC number handy.

Perhaps Buddy Showalter can lend some information from
his organization on the use of this type of floor system as a
shear diaphragm.

Take Care,
Lloyd Pack

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