Text on the drawing
3 RAS L1 0' - 8 1/2" WX COL BEYOND PER PLAN PILASTER BEYOND 2" CLR PER SCHED LAP TYP 3" CLR TYP 3" CLR PER SCHED LAP REINFORCING PER PLAN, PROVIDE STD HOOKS AT END OF BAR MAT SLAB PER PLAN TYP 2" CLR 1 1/2" CLR TYP DOWELS TO MATCH SIZE AND SPACING OF SLAB REINFORCEMENT W/ HOOK AT END 10" THICK CONCRETE WALL W/ REINFORCING TO MATCH 5/- SLAB PER PLAN, TYP DOWELS TO MATCH SIZE AND SPACING OF SLAB REINFORCEMENT W/ HOOK AT END, TYP SCHED LAP PER SLAB THICKNESS PER PLAN TIE BEAM PER PLAN T TYP 3" CLR TYP 3" CLR DOWELS TO MATCH WALL REINFORCEMENT W/ HOOK STD HOOK AT BOTTOM #5 DOWELS @ 12" O.C. W/ STD HOOK #5 DOWELS @ 12" O.C. T&B W/ STD HOOK @ END, TYP. 3 RA S4.0.5 1 RA S4.0.5 #6 BARS @ 12" O.C. T&B WATERPROOFING PER ARCH WATER STOP, SEE ARCH #4 TIES @ 9" O.C.
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