Hello.
A neighbour is suspending the rear extension (removing ground floor walls) of a Victorian house on beams, onto a lintel in our party wall. This is obviously a heavy load.
The engineer calcs show a foundation 570mm wide is needed. It is assumed the foundation is 600mm, so is structurally okay.
My question is:
the neighbour is 'maxing out' the viable load on the foundation, meaning in future I could not put additional load on the wall--but do neighbours have an equal right to loading. I.e., should the structural engineer really double the considered additional load, to be fair?
A second related question is:
must the lintels used as pad stones and/or the beams not cross the party wall centre line? It is the corner of a building, so where i would logically want to put a pad stone too (to my side of the centre). Being a Victorian House the party wall is solid.
A neighbour is suspending the rear extension (removing ground floor walls) of a Victorian house on beams, onto a lintel in our party wall. This is obviously a heavy load.
The engineer calcs show a foundation 570mm wide is needed. It is assumed the foundation is 600mm, so is structurally okay.
My question is:
the neighbour is 'maxing out' the viable load on the foundation, meaning in future I could not put additional load on the wall--but do neighbours have an equal right to loading. I.e., should the structural engineer really double the considered additional load, to be fair?
A second related question is:
must the lintels used as pad stones and/or the beams not cross the party wall centre line? It is the corner of a building, so where i would logically want to put a pad stone too (to my side of the centre). Being a Victorian House the party wall is solid.
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