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<br /> 8°X'14"FOU DATION �� i I �
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<br /> 640J(144l150=614.4 615 SQ.IN. REQUIRED II i �
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<br /> EFFECTNE AREA 59 SQ.IN � I i.
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<br /> 36� BARS HORIZ EA WAY A�BOTTOM - FOOTING SCFE�JLE �
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<br /> 2X128LOCKINGBETWEEN.;OISTS � FOOTINGREINFORCEDW/(6)#4 r ._____, �-- - - /-FOOTINGBELOWEXIST
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<br /> CONSTRUCTION VJ1(3)10d VAILS EACH END AND TO '- VENT(T'PJ-M N(5} � ��� �, FOOTING SCHEOULE
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<br /> A-35 CLIP EACH END ��� 2 COM1CRETE STRENGTH TO BE 2500 P51 AT 28 OAYS. o� � U' =���
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<br /> WI(3�ROWS OF(2)160\AILS 3. FOOTINGS TO BEAR ON UNOISTURBED SOIL U.N.O. pIUNO VEAT 6• , --�� f� EXISTING 6'%6" O o Z m-Q
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<br /> 10. ALLWOODINCONTACTWITHCONCRETEORGRADETOBE • --- ---------------- � Q DATE
<br /> PRESSURE TREATED(TRT�) �� JANUARY 05,2016
<br /> NEW 6"POURE� P
<br /> TYPICAL NEW BEARING POST 11. ANYEXISTINGANCHORBOLTSTHATAREREMOVE�ARETOBE ({ CONCFOUN�WALL PLANNO.
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<br /> WALL SCHEDULE.RETROFITTED BOLTS TO BE DRILLEqJqp$gERG POST 10'-3' 7'3" 10'�%"
<br /> - AT EXISTING CONSTRUCTION EXPDXIEOWITH"SET"EPDXYTOAMINEMBEOMENTOFOLITING�ERPOST
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<br /> 12, NEW POURED CONCRETE FOOTINGS TO BEAR UPON A M�.NIMUM OF
<br /> 24"OF2'-0"CON�PACTEDSPALLROCKPERGEOTECHNICALREPCRT � �f
<br /> SCALE 3/4°=1'-0' OF JJNE 30.2014 B�NARK DO��S PE •
<br /> 13. SOIL BEAftING CAPACIN ASSUMED TO BE 1500 PSF F O U N DAT I O N P LA N
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