Yesterday we had a structural engineer here to inspect the cracks in our basement foundation walls. He said the bracing is not urgent at present but in future wet clay soil expanding could be enough for the foundation to start deflecting inward. The recommendation is for 5'' C channel steel bracing on each side of the window and at 4' centres along the south wall.
The example diagram shows I beam steel bracing but the concept is the same with C channel steel bracing. The bottom of the steel brace is cemented into holes jack-hammered into the floor and the top of the brace is bolted to the floor joist above. Fortunately our wall is still straight and not buckled at the crack as in the diagram. Along the wall we will have 10 or 11 of these steel braces. I will have the engineer's report in about a week and then will submit the city permit application before having the work done.
And so continues the ongoing saga of our basement renovations ....
1 comment:
Better to do it now than have to rip out the walls again. Given Regina heavy clay soil, maybe basements should automatically be steel braced from the get-go.
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