We want to strengthen the floor in the attic so more of it can be used as habitable space. We have had a floor beam specified by a structural engineer.
He states that the beam should be taken into (ie supported by) the walls. This means knocking a 6 x 6 x 6 inch hole in one wall and a 6 x 6 x 12 inch (double depth to allow the beam to be slid in) in the other.
I am concerned by the amount of trauma this will cause the walls and the need to faff about with a party wall agreement (one side only).
Is it possible to have steel fabrications made that can be chemical-bolted to the walls from which the floor beam can be hung?
He states that the beam should be taken into (ie supported by) the walls. This means knocking a 6 x 6 x 6 inch hole in one wall and a 6 x 6 x 12 inch (double depth to allow the beam to be slid in) in the other.
I am concerned by the amount of trauma this will cause the walls and the need to faff about with a party wall agreement (one side only).
Is it possible to have steel fabrications made that can be chemical-bolted to the walls from which the floor beam can be hung?