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,�IZEWARI�. <br /> s Build Differen� Bui1d Better.sM <br /> Table 6.1.1.2 <br /> _Re.rx.�rd Below Grade Wall <br /> y �� �3" iForm - No Brick and Brick <br /> � �Ver'ticaI Relnforcement Tabie <br /> ° Concrete;3,000 psi Rebar:Grade 60 . <br /> �` �'�°� ed n of Vvlktl RdnfWcemMt <br /> "'h1"°' u^ewanood Ma�imom <br /> 8act�aa BsekF� EVuF✓aleN FIuW Ouskr E�y��� AWi�num <br /> riert �;yw � ,5 �kY EY�i�oaaiauFkAeOo�y <br /> 60 od <br /> (n I„) ti4 w5 Y8 r7 ND s4 f�5 NB A7 p8 f4 M5 u8 xT sB <br /> a <br /> 8 S Pro�iOe►bi�r�o ff5��6 �ov+0e MlNmun RS Q a8• <br /> Provlde A1i�6tium tCS Q�9' <br /> 6 <br /> � ae �e .a +e <br /> � N 48 �8 48 48 21 �2 46 49 IB <br /> 1 <br /> . . �� 5 fNoow.llin'+wn!S��9• Prmride/d�iDnun+YS�16' <br /> � ProvlUe t WiGMun YS�48' <br /> 9 r 6 . <br /> .._-. ` � 40 /B IB 48 <br /> �.i� 7 36 �B 18 �6 �E Z� 36 �6 a8 16 <br /> e�:% 36 ,a .e es ae 2. �: �a �s ,n ,t za ae �e ae <br /> q �.�.. <br /> 3 Provlde I.inirmaW!!5(.,D�A' G10vW�MiNrtlum f15�48' <br /> Provitle►irinrum MS Q IB' <br /> 70 B - <br /> 3b �!8 48 � �8 <br /> � 3D IE 48 1H �6 76 36 IB �6 08 <br /> s 38 48 a! �0 �8 19 98 10 �8 �8 72 41 JO 16 16 <br /> 9 2� �2 �8 �6 �8 12 1� 36 48 tB t2 t8 2� 36 sa <br /> 4 <br /> � WwiAe�Gdime�15�la8" <br /> 5 Prwke n%rYm�ltn 119 Q IS �ovtls A�nillnrn 1N5 18' <br /> B <br /> 30 �8 48 �e 48 <br /> " ' 3o ae ea �e as tis ao ae +e ee <br /> s w �a �e �e �e +e ao �e sa �e ,z s� ao �� ae <br /> 9 24 3B IB �6 48 t2 2� 30 48 48 8 18 1C 30 J2 <br /> 10 16 30 Q 49 48 72 70 ]� �b 4! 6 tZ 18 7� 3G <br /> 4 <br /> � P.a;Or�Minb.«,m as g�e� Rwde Arr,tMm rs��8' aroNas Mkamym Ys @ R8' <br /> 6 �2 4S IS y 48 70 4e 18 �8 08 <br /> t� 7 �2 �0 �8 18 46 24 42 48 48 �6 76 � 42 ag 4g <br /> 8 70 16 �0 �B 48 1B �0 f2 10 �E 12 f0 3p �Z �e <br /> 9 18 J6 4a Ie �8 12 18 30 i2 /8 6 12 2� 70 42 <br /> 10 12 24 36 4B t8 6 12 24 30 �2 B /T 78 24 �p <br /> 11 72 1D �0 �2 48 6 f2 7B �A 36 8 6 12 t8 2� <br /> NOTES: <br /> 1. ApplicaUon must be within the specified design criteria. Consult an engineer for conditions beyond these <br /> assurnpiions. <br /> 2. Place the vertical refrzforcement off center as indicated in Defarl I-13. <br /> 3. The wali must be braced against sway ai lhe top and bottom, <br /> 4. These tables rneet applications wilh and without exterior brick facing. <br /> 5. (2)#5 rebars may be substituted for('f)#6 or(1)#7 rebar. 7he(2)#5 rebars must have 1'dear spacing <br /> and each#5 rebar must have its own lap splice. <br /> 6. Shaded cells indicate the capacity of the wall is exceeded for the assumed design criteria. Specific project <br /> information and design crlteria should be used to properly design the wall. Reinforcement requirements may <br /> be reduced and/or a design may be achieved with the specific projed information and design criteria. <br /> Coruu)i a design professional. <br /> 7. 5ee accompanying Below Grade Reinfnrcement Table Afotes. <br /> Issued on: 10/1/2003 6-12 <br /> Reicase: F <br />