I've had a couple of builders look at removing an interior wall, the second wants to put steel in but it seems unnecessary in this instance.
Apologies in advance in the following is confusing
House is a smallish 60s semi with the joists running longways front to back, the wall in question runs in line with the joists front to halfway back.
There is a wall on the first floor following the same line but built on the joist and not the downstairs wall continuing upwards, so bottom to top it's:
concrete floor, downstairs wall, joist, weirdly upstairs floor boards*, 1st floor wall
*as best I can tell by pulling the upstairs skirting
The opening under the joist would be about 9ft with the joist tied into the front wall and crossing another interior wall about halfway back.
There's a precedent for removing this wall in similar houses in the estate (including my in-laws 20yrs ago) and we've not heard any disasters caused by doing so.
Also the said builder didn't seem to believe me that the joists ran front to back rather than side to side which I assume is more common?
Is he just being cautious/bumping the price up or should I check with a structural engineer before proceeding?
Thanks
Apologies in advance in the following is confusing
House is a smallish 60s semi with the joists running longways front to back, the wall in question runs in line with the joists front to halfway back.
There is a wall on the first floor following the same line but built on the joist and not the downstairs wall continuing upwards, so bottom to top it's:
concrete floor, downstairs wall, joist, weirdly upstairs floor boards*, 1st floor wall
*as best I can tell by pulling the upstairs skirting
The opening under the joist would be about 9ft with the joist tied into the front wall and crossing another interior wall about halfway back.
There's a precedent for removing this wall in similar houses in the estate (including my in-laws 20yrs ago) and we've not heard any disasters caused by doing so.
Also the said builder didn't seem to believe me that the joists ran front to back rather than side to side which I assume is more common?
Is he just being cautious/bumping the price up or should I check with a structural engineer before proceeding?
Thanks