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� �r� Ar�t � <br /> . � wA��YSTEMB Build Different. Build Better.s"' <br /> � <br /> Table 6.1.1.1 <br /> Rew �Below Grade WaII <br /> .' ���� ���, � 1" iFo�i-rr�.�No Brick and Brick � <br /> � �ertical Reinfarcement Table <br /> �� " �s Concrete:3,004 psi Rebar: Gratte GO , <br /> r.wix, raa�nmum ReOuFed d In. ol Vd1ka� dcement —�....— <br /> Meignl W UnDabnced Matirtwm MaftirtNAn Madmvn <br /> BazcmnK axtu EOuuva�em FAJd Dendry Equivatrnl Fh�W Da�aily Cpui.e�en�F4kf OennNy <br /> wei Negn 30 �6 bp <br /> 11 It W MS A6 f17 C8 IN 6 p8 Y7 NB iN p8 p8 p7 AO <br /> � PrOvftle MirYmum W(�q8' ��de Mbrirtn+n p4�48" <br /> �g, 5 Provrde MinUnum c4(g�at!' ,.. 12 18 48 48 46 <br /> . �—� 6 36 48 48 48 � 24 38 40 �8 a8 <br /> 7 � 4B 48 48 48 ]8 48 48 IE tp 24 �2 �8 �8 <br /> � i4wWs Minimum W�aD• <br /> ProviOe MWmur11N�18" <br /> S Provi08 Mirdmun W�<8' 9fi �0 18 �8 48 <br /> 9 .6 30 �8 4B 48 4B T� 38 40 4B �8 <br /> 7 30 4S AB /B dg 18 30 �B �Ap �8 77 21 36 �g 1p <br /> 8 24 36 46 48 48 12 24 38 [B 4B 8 18 24 3g 48 <br /> t PrOvide Minimum Y1�48' PfOviOe M1Rnimum MI�18' �'�'Ovide MuimVn M�IB' <br /> 5 _�. �8 b8 48 oE <br /> 10 6 AB 66 48 Og 48 30 4g 48 IB 48 18 30 aB �8 4B <br /> � ao �s �e �e +a �e so +2 +e �a i� �a ao �z aa <br /> 8 16 38 4B 4B 18 1p 5E 30 42 q$ g �2 q� 3p qp <br /> ,1 9 /2 ?� 36 48 �8 8 12 2� 30 �2 6 f2 t8 2� 30 <br /> . . 4 Provlde AWurtRrn iH Q�C P�Ov10e Mvtifnun#1�4B' PrWid!Mlrintum N��16' <br /> 5 �8 �9 46 �8 48 3B 48 �8 48 18 <br /> 6 4B 9E qB 48 48 30 12 48 19 qb 78 30 48 <8 <8 <br /> 17 7 90 �2 �B �8 48 18 30 �2 e8 48 12 18 30 02 48 <br /> 8 t8 36 �8 a8 48 12 t8 30 �Y 48 6 t2 td '90 3B <br /> 9 i2 Ya 36 n8 ea 8 t2 19 30 36 6 G t2 t8 2� <br /> 10 12 76 ?4 38 dB 8 6 fY 24 30 3. (� b 12 18 24 <br /> � Ptovide Mirdmun W�4� PfovlOe F6NrnuT iH��L' Rovida Minim�rn p4�1B' <br /> 5 I8 48 48 46 46 �p 48 � 4B 4 <br /> 6 12 4B 46 ^A8 4B 24 12 46 48 48 78 30 q2 qg qg <br /> 12 7 2+ �2 +6 na ee +s z� x as aa �z �a za aa ss <br /> 8 1• 3p �2 <6 �6 12 10 2� 36 �8 �6»�., ti2 18 24 36 <br /> 9 12 7B 30 �2 16 6 72 1B 24 36 .�!�+a� 6 t2 18 21 <br /> � ,�....�,_�. .:..b - <br /> 1� 6 12 4 3p 42 6 6 1) t8 24 � . � ,��?,",xa'�F,`�;1'., �,�. <br /> 11 6 12 18 24 30 '�_'`'-�i',��a� 6 6 12 1a ��^rY.��?-�Y§.i�,e:��;"�':. <br /> NOTES: <br /> 1. Appffpiion must be wiihin the specitied design criteria. Consult an engineer for conditions beyond these <br /> assumpiions. <br /> 2. Place the vertical reinforcement off center as ind'icated in Detail 1-12. <br /> 3. The wall must be braced agafnsl sway at ihe top and bottom. <br /> 4. These tables meet appiications with and without exterior brick facing. <br /> 5. {2)#5 rebars may be subst(tuted for(1)#6 or(1)#7 rebar. The(2)#5 rebars must have 1"c►ear spacing and <br /> each#5 rebar must have its own lap splice. <br /> 6. Shaded ce8s indicate the capactty of the wall is exceeded for lhe assumed design criteria. Specific project <br /> information and design criteria should be used to properly deslgn the walt. Reinforcemerit requiremenls may be <br /> reduced and/or a design may be achleved with the specific project ir�formation and design criterfa. Cortsuft a <br /> design professional. <br /> -- 7. See accompanying Be1ow G�ade Refnlorcement Table Notes. <br /> G-1 I <br /> lssued on: IO/i/2003 <br /> Rcicase: P <br />