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<br />~ \ f0'0 <br /> <br />FOUNDA T~'\)~LAN <br /> <br />ALL DIMEN~~~~OWN ARE TO OUTSIDE <br />OF CONR\E'J'.t'i'OUNDATlON WALL AS NOTED: <br /> <br />'0f0 1. OIIlENSIOOS ARE SUBJECT TO FiElD ADJUSTMENTS. <br />2. REFERENCE FOONDATlON DETAILS SHEET 3A. <br />3. IF PILASTERS ARE NECESSARY. PLACE OOTSIDE (F <br />WALL BELOW GflAOE. <br />4. INTERIOO/EXTERIOO CONCRETE SLABS IlUST BE <br />POOREIl OVER COOPACTEO SOIL. <br /> <br />SCALE 1/8" ; 1'-0" <br /> <br />SUPPORT COLUMN SPECS <br /> <br /> PAO FTG SIZE COLUI.IN SIZE <br />1 ~ T.B.O. LB.O. <br />2 ~ LB,O. LB.O. <br />3 ~ LB.O. LB.O. <br />4 ~ LB.O. LB,O, <br />5 ~ LB.O. LB.O. <br />6 ~ LB,O, T.B.O. <br /> <br />? <br />';<? <br /> <br />. <br /> <br />NOTE. SUPPOOT COUJIIN IlUST <br />EXTEI{) TO FOOTING, <br /> <br />:p <br /> <br />i:l <br /> <br />'f <br />~ <br /> <br />FOUNDATION LEGEND <br /> <br />,"-''. 12" OIA. X 48" DEEP CONCRETE <br />'0 ' PIER FOOTING WITH 4X4 POST <br />\,_../ <br />(~ 12" OIA. X 48" DEEP CONCRETE <br />PIER FOOTING WITH 6X6 POST <br /> ALL CONCRETE PIERS <br /> OIYENSIONEO TO CENTER LINE <br /> <br />TOP OF POUREO WALL <br />ELEVATION <br />"0" BENCHMARK ELEVATION <br /> <br />16" ',:":'.:". FOONDATlON WALL . SECTION 8 <br />16" ~ . FROST WALL/FOOTING PER LOCAL COOE, SECT ION G <br />104" = . FROST WALL/FOOTING PER LOCAL COOE. SECTION G <br />56" [ffff]j. FOONIJATlON WALL PLUS FOOTING. SECTION G <br />72" ISSSSI" FOONIJATlON WALL PLUS FOOTING. SECTION G <br />80" mHIlIIIIIIII' FOONDATlON WALL PLUS FOOTING, SECTION G <br />88" 8I8IB' FOONIJATlON WAlL PLUS FOOTING, SECTION U <br /> <br />@ (~ <br />48',3" <br /> <br />16'.0" <br /> <br />7 <br />~ <br /> <br />r; <br />I r <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />:3-+ <br />'--~ ~.J <br /> <br />....,~::.. <br /> <br />_.H'..". _. <br /> <br />F,9 <br />3A <br />SECTION <br /> <br />.9a <br />3A <br />SECTI ON <br /> <br />9"2" <br /> <br />9'"1" <br /> <br />12'-0" <br /> <br />.. rnmrrmt: <br />F,9 - ..0 <br />3A <br />SECTION <br />5',2112" <br /> <br />'? <br />~ <br /> <br />o <br />, <br />~ <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I L <br />" <br /> <br />r. <br />-.l r , <br />~ EC3040 EC3040 <br />;.. J j <br />3'-10 1/2" <br />'t 't <br /> <br />SECTION <br />F.9 <br />3A <br /> <br />BPAT1058 <br />9'-2" j <br />'t <br /> <br />24'.7 1/2" <br /> <br />LI NEAL FEET <br />EACH WALL TYPE <br /> <br />57 <br /> <br />141 <br /> <br />80'-2" <br /> <br />23'-0" <br /> <br />10'"10" <br /> <br />5'-4- <br /> <br />10'-8" <br /> <br />...;.".:,.... <br /> <br />,91:J <br />3A <br />SECTION <br /> <br />7'-2" <br /> <br />'.' <br />'4 ' <br />1..-_ _-' <br /> <br /> <br />'.' <br />'5 " <br />l.- _ _-J <br /> <br />".-.',,':'", ..... <br /> <br />P<UlEIl ro<cllElE SlAB <br />PER lOCAl COOE. 1875 SO/FT <br /> <br />EC3NO <br />I <br />3'"10 112" <br />'t <br /> <br />12"114" <br /> <br />35'-4 1/2" <br /> <br />28'.0" <br /> <br />9' <br /> <br />;;; <br /> <br />g'.O" <br /> <br />EC3Il40 <br />I <br />'t <br /> <br />r; <br />I r <br />I I <br /> <br />F.9 <br />3A <br />SECT ION <br /> <br />PWl: C()(;fl:ETE SlAB 2. fRCf,l T{P <br />(f lfMl.. OVER C{UlACTED SOIL <br />PER LOCAl CCU:. <br /> <br />P1TOl::u8I1IM.IIS""I'6lFOOT. <br /> <br />f'O.fl CCN::RETE stAB 2- fR(Jf T<P <br />(f WAll. OVER oo,FAcnn SOIL <br />PER lOCAl COOE. 70? 501FT <br /> <br />(~) <br /> <br />r;; <br />I r <br />I <br /> <br />11'"g" <br /> <br />-' L <br /> <br />I :~ r <br />II <br />F.9 <br />II 3A <br />I" I b SECTION <br />I! I ~ VWI<llWJT. <br />I <br />I <br />I: L <br />I" <br />r <br /> <br />1 '.0" <br /> <br />? <br />Ii- <br />I <br />I <br />1':- <br /> <br />I <br />I <br />I", <br />I;;' <br />-.l I <br />:J <br /> <br />9' <br />~ <br /> <br />10'.0" <br /> <br />-' L <br /> <br />;.-;., ~~:'." <br /> <br />8'"3" <br /> <br />, <br />~fiu 0 .9a <br />3A <br />SECTION <br /> <br />F,9 <br />3A <br />SECTI ON <br /> <br />EC3040 <br />6'-1" J 6',3" <br /> <br />'t <br /> <br />(~ <br /> <br />(II) <br /> <br />> <br /> <br />18'.0" <br /> <br />" <br />I I ~ <br />I IN <br />1 I' <br />. I' <br />1.1 '" <br />1'1 ;::: <br />1"'1 ~ <br />II <br />I I <br />I I <br />I I <br />I ~ I '" <br />I ~ I : <br />1~1 ~ <br />1"'1 <br />I I. <br />m <br />-1 I ~ <br />:J <br /> <br /> " , <br /> ~ <br /> I ;::: <br />--, '? <br />I I '" <br />I I <br />I IS ? 4'X13' APRCtl <br />I 17 M S? 501FT. <br /> ~ <br />II <br />I I .. <br />;::: <br />-' I '? <br /> :J N <br /> <br />f'CUl cm:flETE SlAB 2" Ffl()t Ti)> <br />a:-- ftAll, OVER OOf'ACTEO SOil <br />PER lOCAl COCf. 11fi 501FT <br /> <br /><t'X25' Af'flOO <br />100 SO/FT <br /> <br />MO <br />. . <br />;..~ <br /> <br />/ " <br /> <br />M <br />m <br />M <br />m <br />~ <br />_~z i@:;;i3 <br />d,2~ <br />M , m <br />~i::~~ <br />z ~ @ <br />o _Q~W <br />0... <0 coW <br />iEi:-g~ <br />~<f}.~CC <br />~ 00 00 <br />iri~~: 1''-: <br />",o::;e...; <br />.-\.1..0...\.1.. <br /> <br />~ <br />~ <br /> <br />(/)i:l <br />. ~ Q)~ <br />\. E"l <br />O~ <br />-~_ I= <br />-::J E <br />.~"" <br />.. c <br />Q)'" <br />U~ <br />mg <br />~<3 <br />~"2 <br />Q):;: <br />I-~ <br /> <br />@ <br />w <br />m <br />'!' <br />u <br /> <br />x <br />.; <br /> <br />'lI <br />" <br /> <br />~ <br />, <br />~ <br />.; <br /> <br />~ <br />w <br /> <br />, <br />'" <br />m <br /> <br />.; <br /> <br />xfE <br />. g /'-. <br />:;;;!~ ;n <br />ffi~ii: ~ <br />m~oo <br />3t> <br /><....> ;g <br />~ ~ ,~ <br />~~~ : <br />.-.. a :5 <br />. ffi." 0... <br />W 0 -.i 0:: <br />~~~ ~ <br />" / <br /> <br />~ <br /> <br />=!i <br />~i <br />~~ <br />~~ <br />,,~ <br />~~ <br />i!!~ <br />~5 <br />~~ <br />~~ <br />~> <br />~c; <br />~~ <br />~ill <br />~ <br />"''' <br />~~ <br />8~ <br />"',. <br />,"0 <br />~'" <br />~~ <br />~; <br />!g <br />~~ <br />":,,, <br />~fu <br />~~ <br />,,~ <br />~== <br />~" <br />"00 <br />~~ <br />I~ <br />.~ <br />>w <br />~o <br />!1;!* <br />~~ <br />"" <br />~" <br />c" <br />~1ii <br />~~ <br />z <br />,it;; <br />:<0 <br />~~ <br />ij <br />~::: <br />~w <br />~12 <br />