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<br /> ' TABLE 10. FOOTING DIMENSIONS ���;,�r��
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<br /> 256 16 X 16 6 •.600 , 6 . '.N�A , ,
<br /> 324 18 X 18 6 800 6 N/A
<br /> 400 20 X 20 6 1030 g
<br /> �� 580
<br /> 576 24 X 24 6 1550 6 1100 �
<br /> 900 30 X 30 6 2500 g '
<br /> 2050
<br /> �296 36 X36 6 3675 g
<br /> 3225
<br /> 256 16 X 16 6 1d90 g
<br /> 1045
<br /> 324 18 X 18 6 1930 6 1480
<br /> ��� -100 20 X 20 6 2420 .y
<br /> 6 1970
<br /> 576 : 24 X 24 6 3550 6
<br /> 3100
<br /> 900 30 X 30 6 5630 g
<br /> 5180
<br /> ---- 1296 3o X36 7 8060 6
<br /> 7725
<br /> 256 16 X 16 6 2380 g
<br /> 1930
<br /> 324 18 X 18 6 3055 g
<br /> - 2600
<br /> 400 20 X 20 6 3810 g
<br /> �� 3360
<br /> 576 24 X 24 6 - ; 5550 6
<br /> 5100
<br /> 900 30 X 30 7 86g� 6
<br /> 8300
<br /> 1296 36 X36 8 12450 6 12100 �
<br /> 256 16 X 16 6 3270 6 2820 i
<br /> 324 � 18 X 18 6 4180 6 3730 I
<br /> ��� 400 20 X 20 6 5200 � �
<br /> 6 4750 I
<br /> 576 24 X 24 �':' 6 �` 7550 �r: g i
<br /> -:: ,,�'; ;`� 7100 '
<br /> 900 30 X 30 8 11725 .. 6 �
<br /> 11400
<br /> 1296 36 X36 10 16725 7 '
<br /> 16600
<br /> 256 16 X 16 6 4160 6 I
<br /> 3710
<br /> � ; 324 18 X 18 6 5300 6 4850 '
<br /> � �� 400 20 X 20 6 6600 g '
<br /> 6130
<br /> � 576 24 X 24 6 9550 6 9100 �
<br /> 900 30 X 30 g 1�850 6
<br /> � 14550
<br /> O ; 1296 36 X36 11 21110 8 21000
<br /> � 256 16 X 16 6 6830 g
<br /> --� � � � � 6380 �
<br /> � 324 18 X 18 A 6 8580 � 6 YM; 8230
<br /> � 400 20 X 20 . .� .��:
<br /> (� '1� 57B : 24 X 24 �' 6 �- 10760 6 10300
<br /> �' 8 �_ t5450 _ 6 � 15100
<br /> ' 30 X 30 � '� �
<br /> ��, 900 11 23990 23850
<br /> �= , 1298 36 X36 13 34390 1p
<br /> � , Note:The caparity vaiues listed have been reduced by the dead load of the concrete footing and pier. 34275
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<br /> � Design footings to comply with the following additional requirements: � i� � � ,� ��°�',��
<br /> �-a • Design each footing at least slightly larger than the base of the pier it su p- ! �� �
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<br /> ''' • To keep footings directly under I-beams and other support points. size them �
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<br /> � slightly larger than the minimum required area to allr,W slight adjustment of �� �,� �� �� 'f -�'�� ;,�.�
<br /> � the pier location during home inslallation. ,,, � � y't�L, ,.,, i,,y� ! �
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<br /> • Desic�n footings �r�ith a footir.g ext�nsion (projectior beyond the base of the "' • �� ""
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