Concrete pier reinforcement at the end of a shear wall consists of vertical pier reinforcing bars enclosed in the corners and confined by number 4 tie sets spaced at 8 inches on center. Horizontal wall reinforcement laps with U bars matching the wall size using a class B lap splice.
VERTICALS SEE WALL ELEVATION U BARS TO MATCH AND LAP HORIZ WALL REINF ENCLOSE VERT PIER REINF IN CORNERS CLASS B LAP SHEAR WALL, SEE PLAN, SCHEDULE, AND WALL ELEVATION #4 TIE SETS @ 8"OC
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