Previous Thread
Next Thread
Print Thread
Rate Thread
Joined: Jul 2007
Posts: 3
J
Member
Member
J Offline
Joined: Jul 2007
Posts: 3
Just wondering if anyone has a standard disclaimer they use in their contracts regarding timber movement/checking/pitch etc. that they'd be willing to share.

We're usually working on barns, where it's not much of an issue....

Thanks,

-Otis

Joined: Jan 2008
Posts: 918
B
Member
Member
B Offline
Joined: Jan 2008
Posts: 918
Something like:

"Company X is providing Wood Species, Grade, for the Client Name Project. This material is fresh sawn (reclaimed, RF Dried, etc.) and will (tune your response here based on material) have a variable moisture content high enough to cause further twisting, shrinking, and checking. Structural capacity of the timber will not be compromised and joinery design and member sizes have been engineered to account for this movement."

Or something like that. I'm not a lawyer... so you might best get your contracts reviewed by a local.

Note that you might want to include your warranty conditions / disclaimers. I work with one shop that will not warranty fresh sawn oak...

-Mike


Mike Beganyi Design and Consulting, LLC.
www.mikebeganyi.com
Joined: Nov 2011
Posts: 4
D
Member
Member
D Offline
Joined: Nov 2011
Posts: 4
Otis, if you'll go to the TFEC website
www.timberframeeingineeringcouncil.org and go to the general library, you'll see the most recent version of the General Notes we created this year. There are several paragraphs in these suggested provisions that relate to quality. Also, a new TFEC committee will be organized after the first of the yearto develop a Code of Standard Practice. I expect we'll be dealing with the issue more in that document as well.

David R. Hourdequin, PE
drh@dremy.com


David R. Hourdequin, PE
Heavy Timber Engineering and
Related Structural Design
Joined: Nov 2011
Posts: 4
D
Member
Member
D Offline
Joined: Nov 2011
Posts: 4
I like Mike's suggestion as well.

David R. Hourdequin, PE
drh@dremy.com


David R. Hourdequin, PE
Heavy Timber Engineering and
Related Structural Design
Joined: Jul 2007
Posts: 3
J
Member
Member
J Offline
Joined: Jul 2007
Posts: 3
Thanks for the replies. Mike - that's pretty much where I was heading; David - I'll keep trying, but I couldn't access the TFEC website for some reason...?

I'll post what I end up using in our contract if I'm happy with it.

-Otis

Joined: Oct 1999
Posts: 463
R
Member
Member
R Offline
Joined: Oct 1999
Posts: 463
There is a typo in David's link, try

http://www.timberframeengineeringcouncil.org/


Moderated by  Jim Rogers, mdfinc 

Link Copied to Clipboard
Powered by UBB.threads™ PHP Forum Software 8.0.1
(Release build 20251126)
Responsive Width:

PHP: 8.3.33 Page Time: 0.032s Queries: 27 (0.014s) Memory: 2.9860 MB (Peak: 3.5630 MB) Data Comp: Off Server Time: 2026-09-16 16:45:39 UTC
Valid HTML 5 and Valid CSS