The boundary element reinforcing configuration for a reinforced concrete shear wall features Grade 80 ASTM A706 number 5 ties spaced at 4 inches on center maximum, satisfying ACI 318-14 Section 18.10.6.4(c), which may be continuous rebar hoops or ties as shown. Minimum vertical rebar is provided per the shear wall elevation. Typical wall reinforcement is distributed across the wall thickness as indicated.
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 E 8 BARS 4" TYP 6"
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