For those of you who provide schedules for footings and foundation walls. In which schedule do you specify the vertical dowels? These are usually governed by the wall design, but obviously the footings get poured first so the dowel information seems more critical while they are building the footings.
The same question would apply to a pad footing with a pedestal. I always specify those vertical dowels in a pedestal schedule.
The same question would apply to a pad footing with a pedestal. I always specify those vertical dowels in a pedestal schedule.