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� � ?�wArZv. <br /> LL SY$TEMS <br /> , Build Different. Build Better.y`" <br /> Below Grade iForm Wa�l Reinforcement Table Notes <br /> Tables: 6.,t.1.1, 6,1,1,2 and 6.1.1.3 <br /> 1• A4inimum vertical reinforcement required for temperature and shrinkage: <br /> 11"iForm: #4 @ 4g°'o.c. <br /> 13"iForm: #5 @ 48"o.c. , <br /> I S"iForm #5 @ 48"o.c. <br /> 2. Minimum horizantal rei�iforcement required for temperature and shrinkage: <br /> 8' wall: One#4 rebar within the top 16"and bottom 16"of the wall,and one#4 <br /> rebar near mid-heigI�t of the walI for a total of 3 harizonta]rebars. <br /> Spacrng of horizontal rebar not to excccd 4$". <br /> 9'and higl�er wali: One#4 rebar within the top I6"and bottom 16"of the wall,and <br /> one#4 rebar near the third points of the wa11. Spacing of horizonfal rebar not to <br /> exceed 48". <br /> 3. Deflection meets L/240. <br /> 4. Additional reinf�rcement is required around openings,corners,and discontinuities. <br /> 5• Place the vertical reinforcement off center or to�vard the inside face as indicated in Details I-12, I-13 <br /> and I-14. <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 witit two#5 rebars. The two #5 rebars must be spaced no <br /> closer than I"apart and each#5 rebar must have its owii lag splice. <br /> 8. Shaded cells indicate tl�e capacity of the wall is exceeded for the assumed design criteria. Specific <br /> project inforn�ation and design criteria should be used to properly design the wall. Reinforcement <br /> requirements may be redaced and/or a design may be achieved with the specific project information <br /> and design criteria. Consult a design professional. <br /> 9. A vercical rebar shall be placed at each corner. <br /> Issued on: 10/t/2d03 6-ZO <br /> Release: F <br />