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6 X 6"WOOD POST (2) 2 X 12" RIM JOIST <br /> (NOTCH TO ACCOMIDATE (3) 12d X 3" NAILS AT 16" O.C. <br /> GIRDER) (NOT SHOWN FOR CLARITl') <br /> (3) 1/2"X 6"THRU-BOLT <br /> AT EACH POST <br /> B RIM OIST TO POST <br /> 2B I�'OT T()SC�1I.L <br /> 6 X 6" P.T. POST <br /> SIMPSON STRONG <br /> TIE PB66 POST BASE <br /> 0 0 <br /> O O <br /> a FINISHED <br /> GRf1DE <br /> a o <br /> /�'��/\�/ /\�/\�/\�/ — a � \�%\�%\�%\�%\�%\�\��\ <br /> sa -�� <br /> - \ \ \ \ \ a , �- a � /�//�//�//�//�//,. �Js d�s���-�j_� <br /> \//% %/%/%/% . ° \�j\�j\�j\�j\� ''� � � � �1 z <br /> . a. �����=�..�,� ��- -� <br /> \ �\��\�� � a . ��/��/� //�// PR�E Slp `��c�'J��r�'�'o �iJ� -� <br /> /� /� ° . �a � �\ �\ zE�L'?. �'AI.F,I�GIN ``s�-1���� �`� N �OR: <br /> �����j� � . � ° �\/���/ 11�FAST�� EF,g. �-��z DI'r1O <br /> COiVIPACTED FILL/ � a a. . ;�� KINGST ��D CE <br /> VIRGIN SOIL V � a Q 2SOO PSI MIN. 21).6�2.R3 p`� 193�5 R��l gESIDEN��ST <br /> N ' a . a ° CONCRETE FOOTING G�ZA 49��231tD�A 9802i <br /> a.� � (18 X 18 X 30") CS k� �1 �D►jESS E�,�gETt', <br /> � ' � �l�,`�,�'_ � �f pg�1`%N�uFF�' <br /> °d� . c ° a (2) #5 REBAR '/ � ' I�y �SI�N �yECKED�I v <br /> ,. a � .. d � � 3" FROM BOTTO�I n �p�� � � 1 cl. <br /> � �gIGIr �� <br /> � IN BOTH DIRECTIONS � � x Z3�16 �D`��� <br /> ° ° . a. . (4 TOTAL) � �'�` ,R 1� � N/� <br /> :�� ��.����� _ ��_ S��E: <br /> . �a�"�� �� � , <br /> SS/ ���""' SEE DET�LS <br /> _ A POST TO FOOTING ���� ��� ����� Fg <br /> 2B NOT TO SC�1I,F. � �_ O" <br /> �:�����- . .._.�. GE; 2B <br /> PA <br /> These plans are the propertp of F,�SC2 Strucnual Design,Inc Any use or reproduction of these plans,in whole or in part,without the writren permission from EMC2 Strucmral Design,Inc.is forbidden. Plans not��alid without original engineer signature.Plans are not foc use as"Generic"or"�Sasrer"Plans. . -a <br /> � i <br /> d/ <br /> �� � <br />