I propose removing the plasterboard/timber stud/hardboard triangle-shaped partition under the stairs, to give better access around a tight corner - e.g for getting a ladder to the back of this terraced property.
I have no idea of the original layout of the under stairs area because this house was given a cheapo 70s upper/lower flats split, with the stairwell boarded off.
Ideally, I would like to remove the whole 'triangle' - a sandwich of stud timber, plasterboard and hardboard framing.
It occurs to me that this would leave the stairs without physical support on one side, not to mention the upper above stairs stud partition.
To avoid a collapse of unsupported stair partition, I propose cutting and fitting a diagonal timber support to lie across the top line of the 'triangle' and thus bear the loading.
My question is this: If I knock out all the plasterboard and cut out the stud timbers along the diagonal line, will the (temporary) unsupported downforce bring disaster, before I have chance to measure and fit a timber diagonal floor-to-ceiling permanent support?
I have no idea of the original layout of the under stairs area because this house was given a cheapo 70s upper/lower flats split, with the stairwell boarded off.
Ideally, I would like to remove the whole 'triangle' - a sandwich of stud timber, plasterboard and hardboard framing.
It occurs to me that this would leave the stairs without physical support on one side, not to mention the upper above stairs stud partition.
To avoid a collapse of unsupported stair partition, I propose cutting and fitting a diagonal timber support to lie across the top line of the 'triangle' and thus bear the loading.
My question is this: If I knock out all the plasterboard and cut out the stud timbers along the diagonal line, will the (temporary) unsupported downforce bring disaster, before I have chance to measure and fit a timber diagonal floor-to-ceiling permanent support?