Hi guys/ galls
I am working on a project ( garage with office space above) that will be built on existing sloping grade. We will be excavating a lot of the existing grade to accommodate the proposed garage slab.
I would like to learn how to accurately draw a stepped footing in relation to the grade and elevation. I was told it dose not have to be drawn exact, but I want to ensure I draw things as accurately as possible.
Would anyone here be able to give me some pointers and or show how to properly draw a stepped footing in this example?
I would greatly appreciate any help.
Thank you.
There's a soils and foundations manual here: You need to be premium to read it.
https://www.engineersedge.com/civil_...l_ii_15136.htm