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- c�r�w�.� <br /> �` WALL SY � . <br /> STEMS Baild Different. Build Better.sM <br /> Table 6.1.1.2 <br /> _Rew�rd Below Grade Wall <br /> �3" iForm - No Brick and Brick <br /> � ��� w�� �Vertical Reinforcement <br /> Table <br /> �� -`�i�s-��z�� <br /> .w _ Concrete; 3,000 psi Rebar: Grade 60 . <br /> Msx r.�axlmum red Spa m. d Verfkal RekMp�cemen� <br /> Ha1gM M UnUgloncpy <br /> Oawi*ent Bac�kfa �M�m MarlrtWm Maxinum <br /> EQuivalent ftWtl peruNy E9�dvaienf Fryiid Dem <br /> ria�l Heiyy 30 1 45 � EQuiva�erA Ftuid OuraAy <br /> � <br /> (n) (H) p4 MS p8 M7 N8 A4 il5 p6 717 p8 i4 KS fJ8 p]' #B <br /> 4 <br /> 8 5 PmNda MNrtum 05�48' �oviae A�nimurn p5�4B' <br /> ProviAe MWmumpS Q 18' <br /> 6 <br /> �b 48 48 18 48 <br /> � 36 49 18 48 48 2� 42 4B 48 48 <br /> I <br /> 5 �o�� Pravlde Mirwryxn iY5 Q qg- <br /> / Provide 66Nmum It5�48' ��8' <br /> `� 9 6 <br /> 36 A8 4B 48 qg <br /> 7 <br /> 38 48 /B �8 4B 24 38 48 !8 4B <br /> B.i� 36 48 d8 48 48 24 4A s6 IB 18 24 <br /> 4 � 38 ee a8 <br /> s Pror�de Mr:nuii NS(��a' ProvlAe A7irrimum iV5�48' <br /> P�ovxle RNimum p5�46' <br /> 1D 8 — <br /> 36 4B 48 q �g <br /> � 30 48 48 �8 <B t8 38 �B 46 48 <br /> B 39 �8 IB IE �9 7B �6 10 �B a8 12 2q �H 46 48 <br /> 9 24 �2 48 48 �8 12 2t 38 48 4B 12 48 2� 36 �p <br /> 4 <br /> 5 P�ov70a AfNmum YS�<8' Wwioe MfNmum 95�48� <br /> Proride M4�ImVm N9�4S <br /> 8 <br /> 30 48 48 48 48 <br /> 11 � <br /> :f0 4tl 48 4B 48 18 3Q 4B 48 OB <br /> B 30 48 48 <B 16 48 30 46 48 �8 12 2� 3p 12 �p <br /> 9 24 38 �8 OS 48 f2 24 30 48 a8 8 1B Z1 30 12 <br /> 10 1B 30 47 4R dP 72 18 44 �8 48 8 12 18 Y� 36 <br /> 1 <br /> 5 Woride MiNrnwn N5��e' �Wi09 Maf4Mat1 i15�48' PrO�id!Na'1Ynum XS�9S <br /> 6 42 4B AB 18 4B 30 4B �8 48 48 <br /> 1� 7 12 IB 18 , OB 46 ZG 42 4d 48 �B 18 30 42 d8 �0 <br /> 8 � 18 �B �B 4E 18 J(1 42 10 40 12 lp 3p 9Z �9 <br /> 9 18 38 48 48 d8 7$ 18 30 42 q$ g 12 Z� � 42 <br /> f0 12 24 36 4B <8 6 12 24 3p 12 8 t2 18 24 gp <br /> 71 12 1H 3p �2 d8 6 12 18 94 36 8 B 12 78 2A <br /> NOTES: <br /> 1. Appfication must be within the specified design criteria. Consuit an engineer for conditions beyond these <br /> assurnptions. <br /> 2_ Place the vertical refnforcement off center as indicated in Detail I-13. <br /> 3. The wali must be braced against sway at the top and bottom. <br /> 4. These tables meet applications with and without exterior brick facing. <br /> 5. (2)#5 rebars may be substifuted tor(1)#6 or(1)#7 rebar. 7he(2)#5 rebars rrrust have 1"clear spacing <br /> and each#5 rabar must have its own lap splice. <br /> 6. Shaded cells indicate!he capacity of ihe wall is exceeded for the assumed design criteria. Specific project <br /> information and design crlteria should be used to properly destgn the wall. Reinforcement requirements may <br /> be reduced and/or a desfgn may be achieved with the spec�c project information and design criteria. <br /> Consult a design professional. <br /> 7. 5ee accompanying Below Grade Refnforcemenf Tabl�Notes. <br /> Issued on: 10l l/20Q3 6�2 2 <br /> Release: F <br />