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0 <br /> o � <br /> � _ � � <br /> � 0�3 x <br /> �A o 3 <br /> _ 'o°' <br /> � �� d <br /> �mzcn'm <br /> D ��A�a GRADE 60 #6 VERTICAL BAR SPACING FOR FULL HEIGHT WALLS w/ F'c = 3000 PSI <br /> Z 3N, <br /> � s ALTERNATIVE TO IRC TABLE R404.1.1 (5) <br /> O o� co � < � ro <br /> �' �� � Q° � v A BACKFILL TYPE <br /> o `D � L a m n CLEAR HEIGHT BACKFILL HEIGH <br /> c Z = n � Z � (SEE S7) (SEE S7) SAND (30 PSF/FT) SANDY CLAY(45 PSF/FT) CLAY(60 PSF/FT) <br /> F cn o � z m n WALL THICKNESS WALL THICKNESS WALL THICKNESS <br /> � �, v <br /> � � cn � ° y Z $,. 1 p,. 12.. $„ 1 p.. 12,. $„ 1�„ 12„ <br /> � n <br /> A � � � Z m 8,_0„ ��'4�� NONE NONE NONE NONE NONE NONE '36" NONE NONE <br /> m f2° � � m 7'-0"OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE <br /> � � m �' <br /> o � C 8-4 NONE NONE NONE 36" NONE NONE 36" NONE NONE <br /> � N Z <br /> � n $�-��� NONE NONE NONE '36" NONE NONE 36" NONE NONE <br /> 9'-0" <br /> � � p ��-��� NONE NONE NONE NONE NONE NONE '36" NONE NONE <br /> � o Z <br /> � � � 6'-0"OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE <br /> C) <br /> ~ � ~ 9�"4� '36" NONE NONE 36" '36" NONE 24" 24" NONE <br /> N � � n y <br /> � <br /> � � �. m 9�-��� '36" NONE NONE 36" NONE NONE 24" 24" NONE <br /> � � � v <br /> a ? 0 10'-0" 8-� NONE NONE NONE 36" NONE NONE 36" NONE NONE <br /> �' 3 m <br /> •`D m y 7-� NONE NONE NONE NONE NONE NONE 36" NONE NONE <br /> 6'-0"OR LESS NONE NONE NONE NONE NONE NONE NONE NONE NONE <br /> � *=NONE IF F'c=4,000 PSI <br /> � <br /> , d <br /> � <br /> N � <br /> I <br /> f {a � <br /> � � EQUIVALENT VERTICAL REBAR <br /> � I SUBSTITUTION TABLE <br /> #6 @ 24"_#5 @ 18"_#4 @ 12"(GRADE 60) _#4�a 8"(GRADE 40) <br /> #6 @ 36"_#5 @ 24"_#4 @ 18"(GRADE 60)_#4 @ 12"(GRADE 40) <br /> o (1)#6=(2)#4(GRADE 60) <br /> m <br /> � <br /> m <br /> < <br />