Morning all,
I'm putting in a new soil stack and had planned to have the rest bend at a depth of about 750mm, however the foundations themselves are only 450mm deep, so this would put the bend below (and next to) the foundations of the building.
Is this a problem? Will the new pipes be at any risk of load being applied from the foundations? The rest bend is directed away from the wall at about a 30° angle.
Thanks
I'm putting in a new soil stack and had planned to have the rest bend at a depth of about 750mm, however the foundations themselves are only 450mm deep, so this would put the bend below (and next to) the foundations of the building.
Is this a problem? Will the new pipes be at any risk of load being applied from the foundations? The rest bend is directed away from the wall at about a 30° angle.
Thanks