Hi there.
We moved into our bungalow in 2007. It's a 1964 build completed just before Building Regulations came in. In 2001 the previous owner erected a largish single story extension along the side of the property, approximately 10M in length and 4M wide. I beleive he carried out a large part of the building work himself from comments he'd made when we 1st veiwed the property.
We decorated the extension just after moving in and repaired what appeared to be minor settlement cracks along the length of the interior wall where it meets the ceiling.
We have noticed that the cracks have returned and opened now by about 3mm at most since decorating. On checking the exterior where the new brickwork joins the bungalow there is a gap of about 6mm at eaves height which narrows to about 3mm at ground level.
I was informed by a builder i employed last year for some other improvements that the new wall would have been tied to the existing brickwork using what is called a wall plate fixed to the bunglow side wall with brackets hung from it and into the new mortar to properly fix the new to the old.
I was worried the gap seems to be getting larger so this afternoon decided to investigate what was hidden behind the joint between the two walls believing the wall plate hadn't been bolted adequately to the side of the bungalow.
Well can't say as I was surprised at what I found as other work carried out by the previous owner I have discovered to below par.
There are a total of 8 fixings over the full height of 3M. 4 are 4in galvanised nails driven into the old mortar beds at lower level. The old mortar is not good and is very sandy and the nails barely hold. Further up there are 4 galvanised L brackets about 1mm thick, again fixed poorly into the old mortar but well mortared into the new beds.
So there is no wall plate and none of the new brick is bonded directly into the old wall.
Now a few of questions:-
Should the Building Inspecter have checked that the new and old were correctly and properly bonded back in 2001, I have the certificates here at home by the way.
I have thought about making the problem good by clearing out the old and new mortar beds and inserting some very heavy duty galvanised pressed steel 210mm wall ties I have to hand at every other mortar course. Would you have an opion about how adequately this would hold the extension to the original buliding.
Any advise or opions would be gratefully recieved
Derek