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1 ._._.___. � . <br /> - .I::: -... ._- .:: <br /> . rs' rvl � .. _ . - . <br /> 1 —.j� � -.i Y .L( /Y,�L . ..µ. �._ . ... .. . _ . . ._ � . . . . <br /> � � c�v 'c '^" , .., . . . ` _ ._. . .,.. . <br /> _ x .. � . vT `O._._.. ...'� ` _..,�.'� — - ._.. . . ..._ <br /> I . .!-.�.. _ � . . � . . - _ ; . <br /> - Marh 25� 1994 <br /> � Project]607 <br /> � • .. , � �:�: . <br /> i <br /> ;'.,': . _,y�., . <br /> No individual piers should be used. Interior loads should be supported on interior <br /> reinforced contmuous footings. These footings should be connected to the exterior <br /> footings and the reinfarcing steel lapped onto the reinforcing steel from the exterior <br /> footings. The perimeter fooung should extend under the garage door. <br /> Building Foundatioru-Lots 5 and 6 <br /> Reinforced concrete continuous footings may be designed to impose pressures on <br /> foundation soils up to 2000 pounds Qer square foot from dead plus normal live loading <br /> Provided the resulting foundation width �s not less than 12 inches for one story and 15 <br /> mches for two story Fortions of the structure. <br /> No individual picr . should be used. Interior loads should be supported on interior <br /> reinforced conrinuous footings. These footings should be connected to the exterior <br /> footings and the reinforcing steel lapped onto the reinforcing steel from the exterior <br /> footings. 'The perimeter footmg should extend under the garage door. <br /> / .......,. <br /> ' ������j�11S JpG; <br /> � a wnsf�, � <br /> `��� � tV.O •o^� � � <br /> � Q ,���a \ � <br /> Very [rul , : y �`�i-y � e <br /> 2 '"• � <br /> i ,, c�:::• � ��� <br /> �Q ,9 16773 O 4i <br /> ���,c fGISTEµEG\��' 1�� <br /> �% �ONAI �N�/��� <br /> nis Jo , . . ...�..�.r�� <br /> E�cpires 7•9�95 <br /> Page 3 <br /> � ., :�c1y i " ' � yr ;�i<< l � � � a-', N � i . <br /> . ' � ' � rt iv �r( C�1 ti� .^, r^�A �AJ �r�RS/�����4 r .�t 17 ��;�.'.��h.Lnsv_� ._ v....��.���'y�sCM;C'..,.: 1 . - . � <br /> -Ft��... . . <br /> :�,,r�� y�xrst�.�;S,X��I��°�.y�' �-�� iS{a�`t!,4y.,`�i ,.:;�,�' , :w . <br />