First post and need some advice.
Timber frame 1st Floor extension, Euroform fire rated racking board wrapped in Tyvec housewrap.
wall 1 : 8m X 3.5m
wall 2 : 5m X 3m
wall 3 : 3.5m X 3m
I have sourced a load of stainless riblath as the walls need rendering to match existing. Existing is a mixture of stippled finish and tyrolean.
Building control states mesh and lath over tyvec although I am using riblath (not eml)
My questions are :
1.Expansion joints for wall 1 (8m X 3.5m) - this wall interfaces with existing brick along bottom and 3m edge. Should an expansion joint go on the interface between the different substrates and also further along the wall (due to large area) ?
2.Internal corner (if that is the correct phrase) between new extension and old brickwork. Should there be mesh between here and just render or two stop beads back to back and filled with a mastic of some sort (or other approach) ?
3.Best approach for fixing and rendering riblath (if I decide to have a stab at this) ?
4.Best mix and coating option for the render ?
5.Mathing existing tyrolean - is it worth the bother / alternative approach ?
I would like to understand the approach to all this as I need to know that whoever does this (be it me or some other lucky chap), it gets done correctly.
Thanks for advice
Emperor MingMatt [ Master of Nothing ]
Timber frame 1st Floor extension, Euroform fire rated racking board wrapped in Tyvec housewrap.
wall 1 : 8m X 3.5m
wall 2 : 5m X 3m
wall 3 : 3.5m X 3m
I have sourced a load of stainless riblath as the walls need rendering to match existing. Existing is a mixture of stippled finish and tyrolean.
Building control states mesh and lath over tyvec although I am using riblath (not eml)
My questions are :
1.Expansion joints for wall 1 (8m X 3.5m) - this wall interfaces with existing brick along bottom and 3m edge. Should an expansion joint go on the interface between the different substrates and also further along the wall (due to large area) ?
2.Internal corner (if that is the correct phrase) between new extension and old brickwork. Should there be mesh between here and just render or two stop beads back to back and filled with a mastic of some sort (or other approach) ?
3.Best approach for fixing and rendering riblath (if I decide to have a stab at this) ?
4.Best mix and coating option for the render ?
5.Mathing existing tyrolean - is it worth the bother / alternative approach ?
I would like to understand the approach to all this as I need to know that whoever does this (be it me or some other lucky chap), it gets done correctly.
Thanks for advice
Emperor MingMatt [ Master of Nothing ]