Laserfiche WebLink
r, r Ash <br /> - 4'-9" <br /> ❑ 1 <br /> 18" ICONCRETE FOOTING <br /> st (3000 PSI)SEE DETAIL.F/2B FOR <br /> EXISTING HOUSE AND <br /> r+ MORE INFORMATION <br /> THE vUMBER NEXT T°EACH <br /> OPENINGS TO REMAINYz/_ <br /> 18" <br /> EXISTING EGRESS TO 18"BE VERIFIED IN THE FIELD <br /> to 0 <br /> I <br /> ., ___-1 <br /> (2)#5 DOWELS-EPDXY 6"INTO 7 11184). <br /> EXISTING FOOTING AND EMBED 25" <br /> INTO NEW FOOTING(TYP.) <br /> EACH END <br /> NEW SLAB AND FOOTING <br /> CONCRETE TO BE 2500 PSI MIN. • <br /> IR -----,-,... . ...,t----t--.--,_,__t _. <br /> s--- 1 � t�o�r'-',y icy <br /> 11 <br /> Imp, eiN ENGII�g R �''Q` ` �DDITI NCE <br /> L. <br /> 0 ' zt,I SI oN AL KIN <br /> M�LTG sT RppM SIDE <br /> 217.652,67 '-A*19335miLR <br /> A- DAY°201 <br /> 13 98 <br /> e ,-,;' W. - ';-4* Dg SS: ��EgF ' 0 <br /> 4 ' ti/ �SION' $Y. <br /> 17' ,, AL°17 N/ z U�� <br /> zM <br /> ALL CONDITIONS/DIMENSIONS �''�$"04 07� <br /> ,� �' ����' zq NSA <br /> TO BE VERIFIED IN THE FIELD ‘,:7,,� SCD <br /> FOUNDATION 0 <br /> SCALE: PLAN • <br /> 2 • _ <br /> E� <br /> .t I`.. ►�, PAG : <br /> 1/4" = 1' ( Pig ) <br /> These plans are the property of EMC2 Structural Design,Inc. Any use or reproduction of these plans,in whole or in part,without the written permission from EMC2 Structural Design,Inc.is forbidden. Plans not valid without original engineer signature.Plans are not for use as"Generic"or"Master"Plans. <br />