Hello
In a small shower room on the first floor of the house I currently have a tiny wood framed window (brick and a half width) that doesn't open. There's no lintel above it and it's a 300mm exterior brick cavity wall.
I'd like to put in a proper window and am told 450 is the minimum width I should aim for, which is fine. From what I've read here, 450 isn't a massive opening so I'm hoping it's not going to be too difficult,
I've had two people look at it - one says two concrete lintels on the inner an outer skin, another says a catnic lintel, so thought I'd ask here to get an idea of what's involved.
The gable end of the house is above the opening (converted loft overhead). Access from the outside is difficult because there's a pitched roof below. Inside is a timber floor.
Should it be concrete or catnic ?
And I'd like to understand how you would prop from one side? Would it be acrows and strong boys? The Strongboy website says the XL is suitable for cavity walls up to 300mm depth and 340kg workload. How do you assess the workload weight?
Appreciate any pointers. Thanks
In a small shower room on the first floor of the house I currently have a tiny wood framed window (brick and a half width) that doesn't open. There's no lintel above it and it's a 300mm exterior brick cavity wall.
I'd like to put in a proper window and am told 450 is the minimum width I should aim for, which is fine. From what I've read here, 450 isn't a massive opening so I'm hoping it's not going to be too difficult,
I've had two people look at it - one says two concrete lintels on the inner an outer skin, another says a catnic lintel, so thought I'd ask here to get an idea of what's involved.
The gable end of the house is above the opening (converted loft overhead). Access from the outside is difficult because there's a pitched roof below. Inside is a timber floor.
Should it be concrete or catnic ?
And I'd like to understand how you would prop from one side? Would it be acrows and strong boys? The Strongboy website says the XL is suitable for cavity walls up to 300mm depth and 340kg workload. How do you assess the workload weight?
Appreciate any pointers. Thanks