The upper assembly features a sloped transition between two concrete slab elevations, with slab thickness and reinforcing specified per the structural plans and notes. The lower assembly incorporates a vertical slab step with a height defined by the architectural finished floor elevation markers. This stepped condition is supported by an 8-inch wide concrete stem wall resting on a footing, reinforced with two number 5 bars as indicated for the FC2 footing below the wall. Both conditions rely on structural notes for specific slab thickness and reinforcing requirements.
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