Reinforcing bar arrangement and confinement ties for a reinforced concrete shear wall boundary element. Grade 80 A706 number 5 ties spaced at four inches on center maximum satisfy ACI 318-14 section 18.10.6.4c and may consist of continuous rebar hoops or ties as shown. Minimum vertical rebar placement is governed by the shear wall elevation. Typical wall reinforcement and wall thickness are sized per the shear wall elevation.
SEE ELEV WALL THK TYPICAL WALL REINF, SEE SHEARWALL ELEV . EQ EQ GR80 A706 #5@4" OC MAX TIES THAT SATISFY ACI318-14 18.10.6.4 c, MAY BE CONT REBAR HOOP OR TIES AS SHOWN MIN VERTICAL REBAR AS SHOWN IN SHEARWALL ELEVATION TYP 6" D 16 BARS TYP 4"
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