noseall";p="867852 said:tipping is extremely unlikely with mass fill foundations. plus a connie is a lot lighter than a two storey extension.
you would only have to lose a few inches in order to centre it on the foundation so what's the problem?
Call me old fashioned, but I do expect that I will get the size of building I pay for, give or take 30mm or so.
As long as the wall can sit on the outside of the footings in one or two places, with no danger of tipping, it should be OK.
There is no problem with the building being eccentric on these foundations.
Builders tend to work to the nearest 1/2 brick, and not to a 1/10000 inch feeler guage.
It must be a common thing with engineering guys, but I have done a few jobs for engineers who have expected wall/joints/roofs you name it, to be built to mm accuracy.
With splayed conservatories, you can get some ugly perp joints or some horrible brick cuts if you work to dimensions and not bricks
an architect may measure a run of bricks on the existing building as a reference for setting out the extension brickwork. his dimensions may be set to this gauge.
the modern equivalent brick may be 2-3 mm bigger or smaller than the existing. this could make adhering to the drawing difficult without using closures.
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What are perps pls?
... but if a building is designed to be a certain size, does this not already take this into account? In other words, a given wall will be of so many bricks length?
If not why not? It's not exactly rocket science.
But in your situation, you have an [octagonal] shape with little scope to adjust the distance between the wall ends, and nowhere to hide a cut brick.
So in your case, then the most important factor is to make the wall work bricks.
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