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OvJJJ02.., <br /> <br />The builde~ shall verify that the <br />foundation bearing soil has a <br />minimum load carrying capacity of <br />2,000 pounds 1=er square foot. If a <br />less soil bearing capacity exists, <br />obtain the Enginee~ls re~onse <br />before pouring foundation footin~s, <br />as foundation revisions will be <br />required, The B'Jilding Official may) <br />determine on inspection that footing <br />excavations reveal sound virgin soil <br />suitable for fou~dation footings, <br />His sign-Off in s~ch cases will be <br />accei'table. <br /> <br /> <br /> <br />I II <br />f6-l) <br /> <br />..... <br /> <br />7 <br />J <br /> <br />~ <br />Cu. e:a "011 <br /> <br />.t.iQ1:E-. <br />AI-\... ~x.rel<loR FRA.ME <br />- W~ \.,\...~ ~e.~$. opeN IN 6~ <br />AT.,L-~f\S l ""-0 E3t=.. ~HEA.RW~LL.. <br />c..~I:!-, .' , '\. --. ,. ~ tf., \.:c ' <br />G~lf"~Wl:'~0 5l~'\..l, 611- Si2..fLJ) tt.~. ~~1-{l. 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