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� � REWARDg <br /> � WALL SY8TEM8 �uild Different. Build Better.sM <br /> 6.1.2.3 <br /> Reward iForm Above-grade Wall <br /> Vertical Reinforcement Table For Wind Pressure <br /> Concrete: 3,000 psi Rebar: Grade 60 <br /> Design Maximum REBAR SPACING IN. --- <br /> Wind Wall Height 9" iForm 11" iForm <br /> Pressure Per Story (4" Fiat Wali) 6" Flat Wail <br /> (ps� (feet) #4 #5 #4 #5 <br /> 8 48 48 <br /> 20 9 48 48 <br /> 10 48 48 <br /> 8 48 48 <br /> 30 9 48 48 <br /> 10 42 48 48 <br /> 8 42 48 48 <br /> 40 9 36 48 48 <br /> 10 30 48 48 <br /> 8 36 48 48 <br /> 50 9 30 48 48 <br /> 10 6 12 42 48 <br /> 8 30 48 48 48 <br /> 60 9 18 24 42 48 <br /> � 10 Desi n Re 'd Desi n Re 'd 36 48 <br /> 8 24 36 48 48 <br /> 70 9 Desi n Re 'd Desi n Re 'd 36 48 <br /> 10 Desi n Re 'd Desi n Re 'd 30 42 <br /> 3 12 18 42 48 <br /> 80 9 Desi n Re 'd Desi n Re 'd 30 48 <br /> 10 Desi n Re 'd Desi n Re 'd 24 36 <br /> Notes: <br /> 1. For design wind pressures greater than 40 psf, all vertical wall reinforcement in the top Reward story <br /> shall be terminated with a 90-degree bend having a minimum length of 6 inches parallel to the <br /> horizontal wall reinforcement and lying within 4 inches of the top surface of the concrete wall. <br /> 2. Application must be within the specified design criteria. Consult an engineer for conditions beyond <br /> these assumptlons. <br /> 3. Place the vertical reinforcement in the center of the form as indicated in Details I-10 and I-11. <br /> a. The wall must be braced against sway at the top and bottom. <br /> 5. See accompanying Above-Grade Reinforcement Table Notes. <br /> 6-19 <br /> Issued on: 4/1/2003 <br /> Release: E <br />