Looks cool,:thumbup: but how about some close ups of the joinery? What's going on the roof? I wanna know more.:thumbsup:
I just got through framing a cedar gazebo, it was a fun construction.
I have been taking CAD classes at the local community college, and my finals project was to make drawings for a model, which could be anything from a rocket to a house. Since I had this job coming up, I decided to draw all the parts out in CAD, so school and work kind of tied together.
Everything went together perfect, thankfully. I used my CAD drawings to cut everything, which is a really efficient way of doing things. In the past I have built trusses like these using lines snapped on a deck, with this project I had a stack of 8 1/2x11 sheets with all dimensions on them.
Next week (hope i'm not jinxing anything) I should be starting a large custom with lots of radius rafters. I am looking forward to using CAD on this project also.
Happy New Year everyone, and may this year be better than last.
John
John,The joinery is mostly half lap, with the two end trusses mortised out to accept the 8x8 ridge. The center truss is cut on a 12 degree angle mortised into the ridge.
The posts and struts are mortise and tenon, backed up with lags which were countersunk and will be covered with dowels.
I would really like to learn better ways of doing the hip joinery. It looks good, but I wonder how "authentic" it is.
All the bolts and nuts that are left exposed are stainless Allen heads, very pricey, about 1.5k, but they look much better than hex heads. Had to get the nuts made, so for now we have hex heads on them.
With the t&g roof decking, we will be leaving a space as opposed to getting them tight, to leave shadow lines. On top of the 2x6 t&g, I am going to staple 1/2" cd ply, just to keep the pine from twisting as it dries and shrinks over time.
I agree, projects like these are the most fun you can have with your bags on :thumbsup:
Where would you put braces?Has that structure been looked at be an Engineer? Why no Braces?
Nice work, but I'm thinking there needs to be some bracing.
And how is the structure attached to the slab?
From the posts to the top plates in order to prevent racking of the frame.Where would you put braces?
It was drawn and stamped by an architect, built to his plans. The slab has Simpson SSTB24's at each post location, with a coupling and 5/8 all thread epoxied 16" into each post. The footings are 36" cubes with 12x12 grade beams tied in. The masonry footing is 36"x13'x42" deep. It's like a huge inverted moment frame. There is very little movement right now, and when the CMU based fireplace is installed, it will provide additional support.Has that structure been looked at be an Engineer? Why no Braces?
Nice work, but I'm thinking there needs to be some bracing.
And how is the structure attached to the slab?
Just read through this thread again...didn't see anyone call it a "timber frame." It's just a nicely built gazebo, built to engineer's specs. You're trying just a little too hard ...dude's got his bases covered.As I stated above, nice work. Too much steel in it to be called a "Timber Frame", more like a "post and beam" style to me.
Traditional Timber Frames use very little (if any) steel connectors. Mortise/Tenon connections with "pins" made of wood.