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,�REI�VARta. <br /> t SY37EM� <br /> Build Different. Buitd Better.s'" <br /> Below Grade iForm Wall Reinforcement Table Note� <br /> Tables: 6..t,1,1, 6,I,�.Z aad 6.1.1.3 <br /> 1• Alinimum vertical reinforcement required for temperalure and shrinkage: <br /> t 1"iForm: #4 @ qg"o.c. <br /> 13"iForrn: #5 @ 48"o.c, <br /> ]5"iForm #5 @ 48"o.c. <br /> Z- Minimum horizontal reinforcement required for temperature and shrinkage; <br /> 8' wall: One�t4 rebar within the top 16"and bottom 16"of the wall,and one#4 <br /> rebar near mid-height of the wail for a total of 3 hotizonta]rebars. <br /> Spacing of horizontal rebAr»ot to excccd 4$". <br /> 9'and higher wa1t: One#4 rebar within the top I6"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. Deftection meets L/240. <br /> 4. Additional reinforcement is required around openings,corners,and discontinuities. <br /> 5• Place the vertica!reinforcement off center or eoward the inside face as indicated in Details I-12,I-I3 <br /> and I-14. <br /> 6. The wall must be braced against sway at the top and bottom. <br /> 7. �ne#6 or one#7 rebar may be substituted with two#S rebars. The two#5 rebars must be spaced no <br /> closer tl�an 1"apart and each#5 rebar mnst have its own lap splice. <br /> 8. Shaded ceJls indicate tl�e capacity of the wa11 is exceeded for the assumed design criteria. SpociSc <br /> project infomlation and design criteria should be used to properly design the wa1l. Reinforcement <br /> requirements may be rednced 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 /> lssued on: 10/i/2003 6-10 <br /> Release: F <br />