I am replacing my hardwood sills on my conservatory. I have ordered my new sills in hardwood and will mitre them myself. Do I use a biscuit joiner on the mitres to give them extra strength to stop them opening up as I have only glued mitre joints in the past and they have opened up.
I am also replacing the corner uprights and window uprights. I think they are called mullions. They are 100 x 100 mm and I am replacing them with soft wood joinery grade. The original uprights were mt'd into the old sills. As the roof of my conservatory is still on I have limited space to work with a joint. Is it essential I use a mortice & tenon joint to join the uprights to the sill. I can acrow the roof up approx 2cm before it causes problems. With the old sill and mortar out the way I can make my mt joint and glue the uprights into the top timbers which hold the roof on. I am then left with the problem of joining the bottom with no space. Once the new sill is in position on its new bed of mortar, I only have the 2cm space. If I cut a section out of the sill 100 x 100 mm and approx 2cm deep, glue the joint and let the building down so the upright sits into the machined hole - would this be sufficiently strong and is this the right way to get out of this problem? Or is there an alternative joint or metal bracket on the market? Any help gratefully appreciated.
I am also replacing the corner uprights and window uprights. I think they are called mullions. They are 100 x 100 mm and I am replacing them with soft wood joinery grade. The original uprights were mt'd into the old sills. As the roof of my conservatory is still on I have limited space to work with a joint. Is it essential I use a mortice & tenon joint to join the uprights to the sill. I can acrow the roof up approx 2cm before it causes problems. With the old sill and mortar out the way I can make my mt joint and glue the uprights into the top timbers which hold the roof on. I am then left with the problem of joining the bottom with no space. Once the new sill is in position on its new bed of mortar, I only have the 2cm space. If I cut a section out of the sill 100 x 100 mm and approx 2cm deep, glue the joint and let the building down so the upright sits into the machined hole - would this be sufficiently strong and is this the right way to get out of this problem? Or is there an alternative joint or metal bracket on the market? Any help gratefully appreciated.