1900 end of terrace slate roof.
I’ve got quite a lot of movement in my unequal pitch roof structure and cracking in the centre of one wall. Primary issue I believe is spread. Its the original cut roof. I am waiting on SE for advice re possible permanent bracing (or temporary). Given the condition of slate and gutters/fascias etc there is going to be a fair amount of work even if this is possible.
IF it requires a full or partial rebuild (I believe this is likely looking at the wallplates), who do I start with on this? An SE for replacement design? a general builder who does the wall repair and subs the carpentry and then subs the covering/fascias etc? Go direct to the roof carpenter as primary? Obviously there’d be Regs and probably party wall agreement etc.
Has anyone been through this process of substantial rebuild who can give any advice or rough idea on cost?
Ive only just started on this and obviously “new roof” relates to covering and the “replacing slate with heavy concrete tiles has caused deflection” assumption is not correct here as its original slate.
I’ve got quite a lot of movement in my unequal pitch roof structure and cracking in the centre of one wall. Primary issue I believe is spread. Its the original cut roof. I am waiting on SE for advice re possible permanent bracing (or temporary). Given the condition of slate and gutters/fascias etc there is going to be a fair amount of work even if this is possible.
IF it requires a full or partial rebuild (I believe this is likely looking at the wallplates), who do I start with on this? An SE for replacement design? a general builder who does the wall repair and subs the carpentry and then subs the covering/fascias etc? Go direct to the roof carpenter as primary? Obviously there’d be Regs and probably party wall agreement etc.
Has anyone been through this process of substantial rebuild who can give any advice or rough idea on cost?
Ive only just started on this and obviously “new roof” relates to covering and the “replacing slate with heavy concrete tiles has caused deflection” assumption is not correct here as its original slate.

