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Hi all
I'm due to exchange on a 1950s 3 bed semi detached house with a bay window at the front. We've had a L2 survey done that threw up a lot of minor points - house is generally quite dated. We spoke to the surveyor informally to figure out if anything was a showstopper - the answer was no, but their biggest point was a 10mm internal crack underneath the 1st floor bay window.
Front elevation:
There is some cracking to the bay window that has been repaired and reopened. This is indicative of differential movement of the foundations. The depth of the bay foundation is likely to be shallower than the main property and when the two differing structures move, they do so independently, which causes this type of cracking. Trial pits should be dug at the base of the bay, under the supervision of a structural engineer, to investigate whether or not the foundations require further support/underpinning
Internal wall:
Significant cracking was observed to bay. The cracking appears to be caused by differential movement of the foundations, as mentioned in external section. You should obtain a specification from a reputable structural engineer, to detail the best method of achieving further restraint to secure the bay to the main property.
We don't have a background in construction so unsure how problematic this is. A family member has taken a look and suggested that the issue is between the timber structure and brick wall, so we could use steel straps to fix back to the house when we're redecorating the house. From a quick glance online that seems consistent with what has happened with similar properties, particularly as the windows were replaced 5-10 years ago and may not have been providing the same load bearing support. However, conscious that if 'differential movement of the foundations' (subsidence?) is the cause then it may impact our ability to insure the house and sell it in future.
Really appreciate any insight on whether the problem/solution sound plausible? We're unsure whether we need to follow the surveyor's suggestion and additionally get a structural engineer around prior to exchanging contracts or if it's overkill. As long as this is fairly normal and the house isn't about to fall down, we'd otherwise be content to sort the problem out when we move in.
Cheers
I'm due to exchange on a 1950s 3 bed semi detached house with a bay window at the front. We've had a L2 survey done that threw up a lot of minor points - house is generally quite dated. We spoke to the surveyor informally to figure out if anything was a showstopper - the answer was no, but their biggest point was a 10mm internal crack underneath the 1st floor bay window.
Front elevation:
There is some cracking to the bay window that has been repaired and reopened. This is indicative of differential movement of the foundations. The depth of the bay foundation is likely to be shallower than the main property and when the two differing structures move, they do so independently, which causes this type of cracking. Trial pits should be dug at the base of the bay, under the supervision of a structural engineer, to investigate whether or not the foundations require further support/underpinning
Internal wall:
Significant cracking was observed to bay. The cracking appears to be caused by differential movement of the foundations, as mentioned in external section. You should obtain a specification from a reputable structural engineer, to detail the best method of achieving further restraint to secure the bay to the main property.
We don't have a background in construction so unsure how problematic this is. A family member has taken a look and suggested that the issue is between the timber structure and brick wall, so we could use steel straps to fix back to the house when we're redecorating the house. From a quick glance online that seems consistent with what has happened with similar properties, particularly as the windows were replaced 5-10 years ago and may not have been providing the same load bearing support. However, conscious that if 'differential movement of the foundations' (subsidence?) is the cause then it may impact our ability to insure the house and sell it in future.
Really appreciate any insight on whether the problem/solution sound plausible? We're unsure whether we need to follow the surveyor's suggestion and additionally get a structural engineer around prior to exchanging contracts or if it's overkill. As long as this is fairly normal and the house isn't about to fall down, we'd otherwise be content to sort the problem out when we move in.
Cheers