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, �. <br /> IiEWARD� <br /> w.��� SY8TEM8 Build Different. Build Bettet.sM <br /> Below Grade iForm Wall Reinforcement Table Notes <br /> Tables: 6.1.1.1 and 6.1.1.2 <br /> 1. Minimum vertical reinforcement required for temperature and shrinkage: <br /> 11"iForm: #4 @ 48"o.c. <br /> 13"iForm: #5 @ 48"o.c. <br /> 2. Minimum horizontal reinforcement required for temperature and shrinkage: <br /> 8' Wall: One#4 rebar within the top 16"and bottom 16"of the wall,and one#4 <br /> rebar near mid-height of the wall for a total of 3 horizontal rebars. <br /> Spacing of horizontal rebar not to exceed 4$". <br /> 9', 10', 11', 12' Wall: One#4 rebar within the top 16"and bottom 16"of the wall,and <br /> one#4 rebar near the third points of the wall. Spacing of horizontal rebar not to <br /> exceed 48". <br /> 3. Deflection meets L/240. <br /> 4. Additional reinforcement is required around openings,corners,and discontinuities. <br /> 5. Place the vertical reinforcement off center or toward the inside face as indicated in Details I-10 and <br /> I-I1. <br /> 6. The wall must be braced against sway at the top and bottom. <br /> 7. One#6 or one#7 rebar may be substituted with two#5 rebars. The two#5 rebars must be spaced no <br /> closer than 1"apart and each#5 rebar must have its own lap splice. <br /> 8. Shaded cells indicate the capacity of the wall is exceeded for the assumed design criteria. Specific <br /> praject information and design criteria should be used to properly desi,gn the wall. Reinforcement <br /> requirements may be reduced and/or a design may be achieved with the specific project information <br /> and design criteria. Consult a design professional. <br /> 9. A vertical rebar shall be placed at each corner. <br /> Issued on: 4/1J2003 6-10 <br /> Release: E '1 <br /> , 7 rl <br />