Hi,
I know this issue really needs the eye of a structural engineer but I'm initially looking for thoughts on what might be involved in the best and worst cases. Just so I know where this might be heading.
I'm looking to buy an old Victorian terraced house but the homebuyers survey came back with a possible issue in the kitchen. The lintel above the back door could be damaged. The plaster above the door on the inside has blown and the render on the outside above the door has two cracks - both parallel to each other and diagonal to the door frame.
To complicate this: The back of the house is two-story and downstairs it was originally two rooms separated by a chimney and fireplaces. In the 60s, the fireplaces were removed and the separating wall taken down - turning it into a large kitchen. The chimney stack in the floor above is supported on two RSJs going across the kitchen - about a yard apart. On the outside wall - to the side return - one of these RJSs joins at the top of the wall between the backdoor and a window. However, the other appears to be sitting on the lintel of the back door - and this load could be the reason for the possible failure of the lintel.
This doors position doesn't look original - they're usually nearer front of the kitchen - so I'm guessing it was moved around the time the wall was also removed. they surveyor also thought an engineer might have issues with this door being too close to a further window at the back of the kitchen - the column of brickwork between the door and the window being about 9 inches wide.
All this was done prior to the current owner purchasing it in the 60s. He wasn't aware of the problem so it could be assumed it's new.
So, I'm looking for thoughts on whether this was common practice, what work might be required, if you're familiar with building regs - what also might need addressing. Also, if you're in the trade, very rough ball-park figures on what I can expect it to cost to remedy. (Not quotes, just an idea on what I might end up having to find).
Thanks guys.
I know this issue really needs the eye of a structural engineer but I'm initially looking for thoughts on what might be involved in the best and worst cases. Just so I know where this might be heading.
I'm looking to buy an old Victorian terraced house but the homebuyers survey came back with a possible issue in the kitchen. The lintel above the back door could be damaged. The plaster above the door on the inside has blown and the render on the outside above the door has two cracks - both parallel to each other and diagonal to the door frame.
To complicate this: The back of the house is two-story and downstairs it was originally two rooms separated by a chimney and fireplaces. In the 60s, the fireplaces were removed and the separating wall taken down - turning it into a large kitchen. The chimney stack in the floor above is supported on two RSJs going across the kitchen - about a yard apart. On the outside wall - to the side return - one of these RJSs joins at the top of the wall between the backdoor and a window. However, the other appears to be sitting on the lintel of the back door - and this load could be the reason for the possible failure of the lintel.
This doors position doesn't look original - they're usually nearer front of the kitchen - so I'm guessing it was moved around the time the wall was also removed. they surveyor also thought an engineer might have issues with this door being too close to a further window at the back of the kitchen - the column of brickwork between the door and the window being about 9 inches wide.
All this was done prior to the current owner purchasing it in the 60s. He wasn't aware of the problem so it could be assumed it's new.
So, I'm looking for thoughts on whether this was common practice, what work might be required, if you're familiar with building regs - what also might need addressing. Also, if you're in the trade, very rough ball-park figures on what I can expect it to cost to remedy. (Not quotes, just an idea on what I might end up having to find).
Thanks guys.