The drawing shows a concrete foundation supporting a concrete masonry unit (CMU) wall with specific reinforcing bar (rebar) layouts around wall openings such as a window and a door. It details lap splice requirements, development lengths ($L_{dh}$), minimum edge and lap dimensions, and ties into a slab on grade. Notes indicate the use of open end blocks typical.
Text on the drawing
2'-8" MIN LAP SPLICE PER SCHEDULE LAP SPLICE PER SCHEDULE 1'-0" MIN TYPICAL ELEVATION NOTE: USE OPEN END BLOCK TYPICAL SAME AS HEAD BARS SLAB ON GRADE OF BARS WHERE FOUNDATION 2'-0" MIN Ldh, TYP
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