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- 1 Sep 2011
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Hi,
This may be a little controversial, but we'll see.
I have a wall approx 4m wide that I am planning on putting a 2.8m hole in to open through into the room next door.
The wall is double skinned and stops at ceiling height and carries the first floor joists on top of it. There is no wall immediately above on the first floor.
The wall is obviously a load bearing wall that supports the floor/joists above.
My plan is obviously to acro prop (x4) with scaff planks to spread the load on one side of the wall. I then plan on making a door sized hole and working my way out left and right until I have a 2.8m wide opening. This will leave 600mm either side acting as piers. I will then remove the top few courses of bricks from each pier and fit padstones either side. Once this has settled I will fit an I shaped RSJ of approx 4m long with a width of between 250 and 270mm and 12mm thickness and place on the padstones and pack any small gap above with slate or other recommended material.
From the little research I have done the RSJ I have in mind is totally over specced for the job and that's fine by me.
Any comments or suggestions (other than flaming and get a surveyor in) on what I plan to do please ?
Many thanks
This may be a little controversial, but we'll see.
I have a wall approx 4m wide that I am planning on putting a 2.8m hole in to open through into the room next door.
The wall is double skinned and stops at ceiling height and carries the first floor joists on top of it. There is no wall immediately above on the first floor.
The wall is obviously a load bearing wall that supports the floor/joists above.
My plan is obviously to acro prop (x4) with scaff planks to spread the load on one side of the wall. I then plan on making a door sized hole and working my way out left and right until I have a 2.8m wide opening. This will leave 600mm either side acting as piers. I will then remove the top few courses of bricks from each pier and fit padstones either side. Once this has settled I will fit an I shaped RSJ of approx 4m long with a width of between 250 and 270mm and 12mm thickness and place on the padstones and pack any small gap above with slate or other recommended material.
From the little research I have done the RSJ I have in mind is totally over specced for the job and that's fine by me.
Any comments or suggestions (other than flaming and get a surveyor in) on what I plan to do please ?
Many thanks