I'm replacing an internal, load bearing wall with a green oak post and beam, all specified and checked by SE. Building inspector is happy.
Post 150x150mm, beam 100x200mm. (100 wide by 200 high just to clarify) One end of beam into wall, other end onto the post, so joined at the corner.
I was originally going to get an oak framing company to make up the parts for me including a corner bracket/brace.
SE says that unless we want it for looks the brace will add nothing so we are going for just the post and beam. Which got me to thinking if it's just the one joint surely I could do that myself?
Due to space restrictions the beam will have to go in first (directly under rafters) and then the post. There is also not room to drop the post down to shove it up into the beam, it basically will have to move sideways into position.
My question is if I do a mortice and tenon joint, beam into post what would be the minimum size shoulders I should have on the tenon so the join remains neat after shrinkage? Is that even the best joint to use? the mortice would have to be right at the end of the beam so 2 open sides, is that a problem?
Am I able to do this without buying any special tools? Bit OTT for one joint.
Post 150x150mm, beam 100x200mm. (100 wide by 200 high just to clarify) One end of beam into wall, other end onto the post, so joined at the corner.
I was originally going to get an oak framing company to make up the parts for me including a corner bracket/brace.
SE says that unless we want it for looks the brace will add nothing so we are going for just the post and beam. Which got me to thinking if it's just the one joint surely I could do that myself?
Due to space restrictions the beam will have to go in first (directly under rafters) and then the post. There is also not room to drop the post down to shove it up into the beam, it basically will have to move sideways into position.
My question is if I do a mortice and tenon joint, beam into post what would be the minimum size shoulders I should have on the tenon so the join remains neat after shrinkage? Is that even the best joint to use? the mortice would have to be right at the end of the beam so 2 open sides, is that a problem?
Am I able to do this without buying any special tools? Bit OTT for one joint.