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Hello,
I'm looking to put my house on the market next year but I remember when I bought my house 14 years ago, the survey came back advising that roof bracing was required. I spoke to a roofer at the time and he just said it's new regulations. Consequently, I never worried about it.
Due to a recent leak, I've just had my roof re-felted, battens and tiles replaced. I mentioned my bracing dilemma to the roofer as I'm sure it's going to get flagged again during the new buyer's survey. The roofer couldn't really see why the roof would need bracing as there are already longitudinal binders in place?
I found the following thread https://www.diynot.com/diy/threads/truss-diagonal-bracing.487738/#post-3973041 where it suggests I follow the guidance given here https://www.trada.co.uk/publication...uopitched-trussed-rafter-roofs-for-dwellings/.
I've had a quick look and I'm a little confused to exactly what's required. Do I need to do the diagonal bracing as well as the chevron brace shown in my attachment Bracing.png?
After looking that diagram in the bracing image, it suggests the bracing should go from top to bottom. This can't be achieved on my truss due to the longitudinal binders getting in the way. The guide suggests that a 25mm gap should be left above the longitudinal braces so there is room to fit this diagonal brace. Does this mean I need to move down the longitudinal brace to allow room or would me fitting the diagonal bracing like suggested in my image, 'My Roof.jpeg' be sufficient?
If not I'm guessing moving those longitudinal bracing wouldn't be the end of the world. I just need to know what will be accepted by the building surveyor as I don't want the stress of delays when we come to sell.
Also, Are screws acceptable rather than nails?
Thanks
I'm looking to put my house on the market next year but I remember when I bought my house 14 years ago, the survey came back advising that roof bracing was required. I spoke to a roofer at the time and he just said it's new regulations. Consequently, I never worried about it.
Due to a recent leak, I've just had my roof re-felted, battens and tiles replaced. I mentioned my bracing dilemma to the roofer as I'm sure it's going to get flagged again during the new buyer's survey. The roofer couldn't really see why the roof would need bracing as there are already longitudinal binders in place?
I found the following thread https://www.diynot.com/diy/threads/truss-diagonal-bracing.487738/#post-3973041 where it suggests I follow the guidance given here https://www.trada.co.uk/publication...uopitched-trussed-rafter-roofs-for-dwellings/.
I've had a quick look and I'm a little confused to exactly what's required. Do I need to do the diagonal bracing as well as the chevron brace shown in my attachment Bracing.png?
After looking that diagram in the bracing image, it suggests the bracing should go from top to bottom. This can't be achieved on my truss due to the longitudinal binders getting in the way. The guide suggests that a 25mm gap should be left above the longitudinal braces so there is room to fit this diagonal brace. Does this mean I need to move down the longitudinal brace to allow room or would me fitting the diagonal bracing like suggested in my image, 'My Roof.jpeg' be sufficient?
If not I'm guessing moving those longitudinal bracing wouldn't be the end of the world. I just need to know what will be accepted by the building surveyor as I don't want the stress of delays when we come to sell.
Also, Are screws acceptable rather than nails?
Thanks