I'm building a shed, 3.6m x 2.7m using 4x2 timber framing and was thinking about extending the roof on for another 1.2m to provide a sheltered area.
I'm doubling up on the wall plate and I already have some 4.2m lengths but not 4.8m lengths. I've read the general rule of thumb for a cantilevered beam is that you don't go more than a third the full size of the timber.
So could I lap joint the bottom timber, at say 4m with a 800m short section, which falls about the door frame and then stagger the next timber at around 2m to be above the opposing side of the door frame?
The roof at the over hang will just have a 3mm onduline covering with exposed rafters underneath so very little weight (other than snow of course).
I have some old porch brackets but I only wanted to add them as decretive as I'm not sure the state of the timber.
I don't know if you can see the lap joints above the door frame on this shot.
I'm doubling up on the wall plate and I already have some 4.2m lengths but not 4.8m lengths. I've read the general rule of thumb for a cantilevered beam is that you don't go more than a third the full size of the timber.
So could I lap joint the bottom timber, at say 4m with a 800m short section, which falls about the door frame and then stagger the next timber at around 2m to be above the opposing side of the door frame?
The roof at the over hang will just have a 3mm onduline covering with exposed rafters underneath so very little weight (other than snow of course).
I have some old porch brackets but I only wanted to add them as decretive as I'm not sure the state of the timber.
I don't know if you can see the lap joints above the door frame on this shot.