how to prop to change a lintel + correct bowed wall plate
Posted: Tue May 12, 2020 10:45 pm
this is a long one, sorry!
I am renovating a 1934 built semi.
There are timber lintels throughout. The timber lintel above the rear bedroom window is particularly undersized, and has bowed. The deviation is approx. 20mm at its most extreme and it’s pulled brickwork to the right the window, causing quite a lot of cracking. The wall plate is 2 brick courses above and it has also bowed, causing the ceiling to bow and also causing a corresponding dip in the roof above the window that is visible from the outside. It’s a full hip roof so the rafters sit on the wall plate above the window.
I’m going to use helical bars to reinforce the brickwork along the cracking and am replacing the timber lintel with a steel box beam lintel. I want to correct the bowing of the ceiling and dip in the roof so would if possible like to straighten out the wall plate. I’m going to reroof later this year, So I guess I can correct the dip in the roof by putting packers on the top side of the rafters before battening, but this wont correct the bowed ceiling.
So my questions are:
1. Will I be able to lift the bowing out of the wall plate using suitable means, without it breaking?
2. What’s the best means of supporting the weight of the roof while I install the new lintel, bearing in mind straightening out the wall plate?
The new lintel’s height is equivalent to the old lintel and 1 ¼ brick courses above it, so the only options I’ve got for propping it is either under the wall plate or directly to the rafters, as the 2 brick courses will have to come out. The rafters are spaced at 380mm centres and there are 5 of them along the entire span of the new lintel. The window opening is 1800mm and the lintel will sit 150mm on brickwork either side. So total 2100.
If I use say 4 strong boys on accrows under the wall plate at 400 centres, will this be sufficient to support the weight and to raise the dropped rafters without the wall plate being damaged? Or should i support each rafter individually via a plate of some kind bolted to each one?
Thanks for your help.
I am renovating a 1934 built semi.
There are timber lintels throughout. The timber lintel above the rear bedroom window is particularly undersized, and has bowed. The deviation is approx. 20mm at its most extreme and it’s pulled brickwork to the right the window, causing quite a lot of cracking. The wall plate is 2 brick courses above and it has also bowed, causing the ceiling to bow and also causing a corresponding dip in the roof above the window that is visible from the outside. It’s a full hip roof so the rafters sit on the wall plate above the window.
I’m going to use helical bars to reinforce the brickwork along the cracking and am replacing the timber lintel with a steel box beam lintel. I want to correct the bowing of the ceiling and dip in the roof so would if possible like to straighten out the wall plate. I’m going to reroof later this year, So I guess I can correct the dip in the roof by putting packers on the top side of the rafters before battening, but this wont correct the bowed ceiling.
So my questions are:
1. Will I be able to lift the bowing out of the wall plate using suitable means, without it breaking?
2. What’s the best means of supporting the weight of the roof while I install the new lintel, bearing in mind straightening out the wall plate?
The new lintel’s height is equivalent to the old lintel and 1 ¼ brick courses above it, so the only options I’ve got for propping it is either under the wall plate or directly to the rafters, as the 2 brick courses will have to come out. The rafters are spaced at 380mm centres and there are 5 of them along the entire span of the new lintel. The window opening is 1800mm and the lintel will sit 150mm on brickwork either side. So total 2100.
If I use say 4 strong boys on accrows under the wall plate at 400 centres, will this be sufficient to support the weight and to raise the dropped rafters without the wall plate being damaged? Or should i support each rafter individually via a plate of some kind bolted to each one?
Thanks for your help.