I am trying to purchase a 1930's semi and have had a structural surveyor look at the porperty. he has reported that the gable end is bulging approximately 7cm and owuld recommend rebuild.
Is 7cm too signifcant to simply be a replacement of wall ties/lateral restraints job? or could that work?
I am concerned about the costs of rebuilding the wall - any clues as to estimated costs if this is the only solution
thanks guys
Is 7cm too signifcant to simply be a replacement of wall ties/lateral restraints job? or could that work?
I am concerned about the costs of rebuilding the wall - any clues as to estimated costs if this is the only solution
thanks guys