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I'm sure it is something simple that I am overlooking. But I have a fnd. wall with a brick ledge and piers at the columns.
Top of Wall=100'-0"
Top of Ledge=99'-4"
Top of Pier=99'-4"
So the ledge and the pier are a continuos pour but the top of wall portion has to stop at the piers. See attached pdf example showing the disired linework on my foundation plan with highlights for clarity.
