Previously the chimney stack was removed from the roof during some roofing works and taken down to just underside of the roof rafters in the loft
I am now starting to removed the brickwork and had a few a things I've been pondering over..
For background, I'm a chartered civil engineer with experience with structural engineering design, although not in buildings. I want to get thoughts from those who may have done this. I have added it to my building notice I've put in for other works, so building control are informed.
I'm aware the chimney breast isn't toothed in to the surrounding wall (party wall 1 brick thickness - i.e. ~ 230mm thick) and as the neighbour has removed their side down to the level I'm proposing - the central section of masonry will be largely unrestrained. My intention is to tie in every 4 courses or so with threaded bar / 6mm helical bars to stitch the the adjacent wall as a precaution.
I will then break the protruding parts of the bricks off - however, my neighbour has new bathroom tiles on the other side of the wall, so I'm a bit hesitant using an SDS to break the bricks.
I'm then going to repair the hole in the floor and ceiling and likely coat the back in SBR slurry before I have someone repair the plaster, as my skill level doesn't extend that far! I will also put a few bricks back at the top of the wall.
Any thoughts on what I'm planning - especially with relation to the stitching in. Thanks in advance!
I am now starting to removed the brickwork and had a few a things I've been pondering over..
For background, I'm a chartered civil engineer with experience with structural engineering design, although not in buildings. I want to get thoughts from those who may have done this. I have added it to my building notice I've put in for other works, so building control are informed.
I'm aware the chimney breast isn't toothed in to the surrounding wall (party wall 1 brick thickness - i.e. ~ 230mm thick) and as the neighbour has removed their side down to the level I'm proposing - the central section of masonry will be largely unrestrained. My intention is to tie in every 4 courses or so with threaded bar / 6mm helical bars to stitch the the adjacent wall as a precaution.
I will then break the protruding parts of the bricks off - however, my neighbour has new bathroom tiles on the other side of the wall, so I'm a bit hesitant using an SDS to break the bricks.
I'm then going to repair the hole in the floor and ceiling and likely coat the back in SBR slurry before I have someone repair the plaster, as my skill level doesn't extend that far! I will also put a few bricks back at the top of the wall.
Any thoughts on what I'm planning - especially with relation to the stitching in. Thanks in advance!

