Previous Thread
Next Thread
Print Thread
Rate Thread
Page 2 of 4 1 2 3 4
Joined: Apr 2007
Posts: 122
P
Member
Member
P Offline
Joined: Apr 2007
Posts: 122
I emailed it to your "profile" email address. Is that the address you wanted me to use? I sent you both a .dxf and a .dwg


Mike and Karl
Timber Frame Builders, LLC
Up North Minnesota
http://www.timberframe.bz
Joined: Mar 2002
Posts: 1,696
J
Member
Member
J Online: Confused
Joined: Mar 2002
Posts: 1,696
Thanks, yes that was correct.
I'll let you know how I make out....


Whatever you do, have fun doing it!
Joined: Nov 2003
Posts: 1,124
M
Member
Member
M Offline
Joined: Nov 2003
Posts: 1,124
here is a model of one of the TF joinery class projects I teach. the post and beams are 6x6 and the brace is 3x5:


Joined: Nov 2003
Posts: 1,124
M
Member
Member
M Offline
Joined: Nov 2003
Posts: 1,124

Joined: Apr 2007
Posts: 122
P
Member
Member
P Offline
Joined: Apr 2007
Posts: 122
Mark,

I downloaded the exploded view.

Don't know if this is how you usually do it or if this is just a quick sample.

Anyway. Your exploded view only has one group in it... which is the vertical post. If you aren't already using all groups...I think you would find it so very much faster to do your joinery and to explode the drawings if the individual pieces are individual groups. Just my .02.

One of the first drawings I did was one "without" a lot of groups. Its a nightmare to go back to it now and look at it compared to the ease and accuracy we get now. In fact aside from using it for a visual drawing/elevation I doubt its even functional as a frame drawing any longer.


BTW why do you leave the gap on top of your brace tenons going down into your mortises? Just curious..



Mike and Karl
Timber Frame Builders, LLC
Up North Minnesota
http://www.timberframe.bz
Joined: Nov 2003
Posts: 1,124
M
Member
Member
M Offline
Joined: Nov 2003
Posts: 1,124
I exploded everything but the post to mess around a bit after the drawing was "done". I do use groups now, but maybe not as much as I should.
the gaps at the back of the brace mortises are from ontario barn framing, which the course follows...

Joined: Apr 2007
Posts: 122
P
Member
Member
P Offline
Joined: Apr 2007
Posts: 122
That notch and gap gives it an interesting look.


Any idea why they did it that way?


Mike and Karl
Timber Frame Builders, LLC
Up North Minnesota
http://www.timberframe.bz
Joined: Mar 2002
Posts: 1,696
J
Member
Member
J Online: Confused
Joined: Mar 2002
Posts: 1,696
Pegs:
Are you asking why is there a gap in the beam or post where the brace joins each?
Jim Rogers


Whatever you do, have fun doing it!
Joined: Apr 2007
Posts: 122
P
Member
Member
P Offline
Joined: Apr 2007
Posts: 122
Above the brace tenons theres a gap that runs all the way to the back of the mortise in the post.

The girder might just be for looks or size, but the brace gaps puzzle me.


Mike and Karl
Timber Frame Builders, LLC
Up North Minnesota
http://www.timberframe.bz
Joined: Nov 2003
Posts: 1,124
M
Member
Member
M Offline
Joined: Nov 2003
Posts: 1,124
Every time I teach a class, the issue of overcutting the brace mortises comes up...
Ease of assembly, working with varied stock, braces being able to move around in the wind.... I can only make assumptions.

Page 2 of 4 1 2 3 4

Moderated by  Jim Rogers, mdfinc, Paul Freeman 

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: 0.143s Queries: 36 (0.110s) Memory: 3.0317 MB (Peak: 3.5620 MB) Data Comp: Off Server Time: 2026-09-16 23:53:28 UTC
Valid HTML 5 and Valid CSS