A stepped slab on grade condition integrates W10x45 wide flange steel beams and an HSS5x5x1/4 hollow structural section. F3A longitudinal reinforcing is placed inside the F3B longitudinal reinforcing per schedule 18/S3.02. Elevation callouts indicate top of concrete at 99'-10" and slab on grade elevation at 100'-0". Additional notes reference standard conditions at thresholds and slab edges at footings.
S2.54 1 SOG5A 100'-0" 1'-0" 1'-0" 1'-6" S2.42 5 HSS5x5x1/4 F6x6 97'-10" TYP SLAB EDGE AT FTG 16 S3.02 1'-0 3/4" 2'-3 7/8" 4'-7 1/4" 1'-6" 3'-0" 5'-0" W10x45 W10x45 F3A LONGITUDINAL REINFORCING PER PLACE INSIDE F3B REINFORCING F3B LONGITUDINAL REINFORCING PER PLACE OUTSIDE F3A REINFORCING 18/S3.02 18/S3.02 TYP AT STEP IN SOG 10 S3.01 TYP AT THRESHOLD T/CONC= 99'-10" 1 S3.03 T/CONC= 99'-10" 6 5/8" 18 S3.02
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