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�REV�IA�RL�� SM <br /> Build Different. Build Better. <br /> � <br /> Table 6.1.1.1 <br /> Re_wa m.Below Grade WaII <br /> �- � � 1" iFor No Brick and Brick <br /> �. `'t�ertical Reinforcement Table <br /> Concrete:3,000 psi Rebar. Grade GU . <br /> n+a. w,o+wnn eCuUM In,avaural • ce�l --y.�..— <br /> MegMN Uroatmcod MM�munf AAa7dmlln Madan�m <br /> Bns¢mnM Ractf� EOUWibnl ik�W DantltY E9�a�cM FpW Oenaily CpJrtleN FMW DensRy <br /> Wa� Hegn 30 �6Pd 60 <br /> n n w M5 OG r7 t1e A� /6 Me X7 Ne w rs ae a7 ae <br /> � � Provide MuYmurn 14��8' Ptovide Mrimun!4�48' <br /> ..g 5 ProWOe MkWuumc4(�atl" 12 18 48 48 48 <br /> . � � 6 36 �8 48 16 � 2� 38 e8 �A n8 <br /> -..__ _,. --: <br /> T ` - __�8 48 48 18 2� 36 1$ IB 18 7B 24 IT �8 40 <br /> 4 . . .�� PmMOe Mlkimun fi��8' f'rovWe AGirmum Md��6• <br /> 5 PrOviOt hliNrtiunl W��6' 36 �t r8 18 49 <br /> 9 .6 30 IB 46 48 �8 2� 38 sB �8 48 <br /> � a0 ae as �6 ae �a 3o es '�s �e t2 2� ae �e ap <br /> 8 24 �8 .18 48 d8 12 24 38 f8 4E 8 18 2t �5 48 <br /> ' vrovWe MlNmwn w�+6� Praria.ntirinwm w@�r rrwiee w:�mm w�+9� <br /> 5 48 AB �b �8 <br /> 10 6 �B dg q8 OB �8 90 �8 �8 �B �8 18 30 4B �B 18 <br /> 7 3D IB �� �A �B /8 ]0 �2 r0 �M 13 78 ]0 �2 <br /> , 8 76 98 �8 �B 40 12 1e 30 �t2 �g 6 �2 1A JO A2 <br /> �= 9 12 t4 38 �8 �0 8 12 2� 30 a2 6 12 78 24 30 <br /> - � ' ' P.o+a.MY�awm r,e+r arawe wwnun w�Id' vroNee Aw�mun so��9- <br /> 5 �8 r8 s8 �8 �6 38 <8 �B �8 48 <br /> 6 <p 1� 4tl �6 y 30 �2 46 4Q �6 !6 �0 �B IB 18 <br /> 11 7 JO �2 �E 18 i8 iB 30 JI �8 t8 /� 1B 30 42 �6 <br /> e �s 3o se ae �e �s ,e w n �e a �z +e 30 3s <br /> 9 72 24 �8 A8 �8 S 1� 18 3p 36 8 G /2 78 Z� <br /> 10 12 16 ?9 36 48 6 8 12 2� 30 y b 12 18 Y< <br /> � woriae►rmxuum w�.9- Pror�ae n�urnum/+�ar vrwwe A+minnrn a�48' <br /> 5 �8 4B 46 1B 48 �p 48 � 48 18 <br /> 6 d2 4B 46 N 98 48 24 12 4! 46 16 18 30 �2 48 48 <br /> 12 7 24 �2 �$ 16 N tb 2� �8 46 18 12 1B I4 36 t8 <br /> 8 18 30 �2 18 Ia f2 t8 1� 3B 10 6 12 78 21 36 <br /> 9 12 78 30 4T 48 6 12 18 24 36 6 12 78 21 <br /> 10 8 12 � 30 42 6 6 1� t8 71 �.r. . _ <br /> tt 6 72 78 2J 30 �`�`-�-.� 6 6 f2 t� •a ��. <br /> NOTES: <br /> 1. Rppliption must be wiihin the specifled design criteria. Cor►sult an engineer for conditio�s beyond these <br /> assumptions. <br /> 2. Place the vertical reinforcement oN center as tndipted in Detail 1-12. <br /> 3. The wail must be braced agafnst sway at the iop and bottom. <br /> 4. These iabies meet applications with and wifhout exterior brick facing. <br /> 5. (2)#5 rebars may be substltuted tor(1)#8 or(1)#7 rebar. The(2)A�5 rebars must have 1"Ctear spacfng and <br /> each#5 rebar must have its own lap splice. <br /> 6. Shaded cells indicate the capacily of the wall is exceeded for lhe assumed design criteria. Speci6c project <br /> inforrnation and design criteria shovid bc used to prope�ly design ti�e wall, Reinforcemerrt requirements may be <br /> reduced and/or a design may be achieved with the specific projecl information and design criteRa. Consutt a <br /> design professional. <br /> �-�- 7. See accompanying Below Grade ReJntorcement TabJe Notes. <br /> 6-I t <br /> Issued oo: 10/l/20U3 <br /> Rcicase: F <br />