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" ��REWARD. . <br /> v WALL SY9TEMS Build Different. Build Better.sM <br /> Table 6.1.1.2 <br /> Reward Below Grade Wall <br /> 13" iForm - No Brick and Brick <br /> Vertical Reinforcement Table <br /> Concrete: 3,000 psi Rebar: Grade 60 <br /> Mex. Meximum R uired S G in. of Vertical Reinforcemenl <br /> HeipM of Unbalenced Mawmum Mattimum Maximum <br /> Basement Backfiu EquivaleM Fluid Density EquivaleM FHtid Densily EquivaleM Fluid Density <br /> We1 Hek,�At 3p 45 �p <br /> (ft) (ft) #4 #5 #8 #7 #8 #4 #5 #8 #7 #8 tl4 85 i18 #7 p8 <br /> 4 <br /> ProviOe Minimum#5 @ 48" <br /> 8 5 ��e�����„ Provfde Minimum#5 Q 48" <br /> 6 38 46 48 48 48 <br /> � 38 48 48 48 48 24 42 48 48 48 <br /> 4 <br /> Provide Minfmum#5�48' <br /> 5 Provide ANnimum tF5(8148' Prwide MMimum#5 @ 48" <br /> 9 8 36 48 q8 48 48 <br /> � 38 48 46 48 48 24 38 48 48 48 <br /> 8 � 48 48 48 48 24 38 48 48 48 78 24 38 48 46 <br /> 4 <br /> Provide Minirtwm#5�48" <br /> 5 Provlde Minimum MS�48` Prrnide A�inimum#5 Q 48' <br /> 10 8 36 48 q8 48 48 <br /> � 30 48 48 48 48 18 38 48 48 48 <br /> 8 38 48 48 48 48 18 38 48 48 48 12 24 36 48 48 �� <br /> 9 24 42 48 48 48 12 24 36 48 48 12 78 24 36 qg <br /> 4 <br /> Provide Mmimum#5�48' <br /> 5 Provide Minimum#5�48" Prwide Minimum#5�4B" <br /> 8 30 48 48 48 46 <br /> �� � 30 48 48 48 G8 18 30 48 48 4g <br /> 9 30 48 48 48 48 18 30 48 A8 48 12 24 30 42 48 <br /> 9 24 38 48 48 48 12 24 30 48 4H 8 18 24 30 42 <br /> 70 18 30 42 48 48 12 18 24 38 4B 6 12 18 2d 38 <br /> 4 <br /> Provide Minlmum#5�48" Provide Minimum iR5�48' <br /> 5 Provide Afinlmum#5�46" <br /> 8 42 48 48 48 48 30 48 48 48 48 <br /> 12 7 42 48 48 48 48 24 42 48 48 4B 18 30 42 48 48 <br /> 8 30 48 48 48 48 1B 30 42 48 48 12 18 30 42 48 <br /> 9 18 38 48 48 48 72 18 30 42 48 8 12 24 30 42 <br /> 10 12 24 38 48 48 B 12 24 30 42 8 12 18 24 3p <br /> 11 12 18 30 42 48 8 12 18 24 38 6 6 12 18 24 <br /> NOTES: <br /> 1. Appiication must be within the specified design criteria. Consult an engineer for conditions beyond these <br /> assumptions. <br /> 2. Place the vertical reinforcement off center as indicated in Detail I-11. <br /> 3. The wall must be braced against sway at the top and bottom. <br /> 4. These tables meet applications with and without exterior brick facing. <br /> S. (2)#5 rebars may be substituted for(1)#6 or(1)#7 rebar. The(2)#5 rebars must have 1"clear spacing <br /> and each#5 rebar must have its own lap splice. <br /> 6. Shaded celis indicate the capacity of the wali is exceeded for the assumed design criteria. Specific project <br /> information and design criteria should be used to proper(y design the wall. Reinforcement requirements may <br /> be reduced and/or a design may be achieved with the spec�c project information and design criteria. <br /> Consult a design professional. � <br /> 7. See accompanying Be%w Grade Reinforcement Tab/e Notes. <br /> Issued on; 4/1/2003 6-12 <br /> Release: E <br />