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<br />l~1.~7J ,. , <br /> <br />. ~ <br /> <br /> <br />~~;.i"~ <br /> <br />$;"0'\,.,, . <br />[~::'j.~ .y <br />..:...; 1....~' ~,~ <br />..t ....... .<;.t- , <br />~ <br />':';:1'# ,.; <br />t~~ .. <br />~"~ <br />!'.,j": <br />~,~.;. <br />f:, ' <br /> <br />. ~ <br /> <br />i,ll, <br /> <br />Note& <br /> <br />· COl1crete 5nall attaIn a 2a da~ cOl1'lpr~elve ~t.ren9t.h <br />or 'Ie a :3fl)fl)fl) p61. <br />· COl1crets refnrorctn9 ateel &hall conf'orm to A5TM <br />A~ IS 9rade ~". <br />· Welded wIre f'abrle anall conform to A$TM Aleo. <br />..', COl1cret~ 5halt have a mfnlmum &Iump of' 01 at placement.. <br /> <br /> <br />'f~' ,~ <br /> <br />- <br />('~ <br /> <br />COl1crete ~lab <br /> <br />"t <br />1 <br /> <br /> <br />5aw cut, 1I81x I 1121 <br /> <br /> <br /> <br />.n <br />N _ <br />- 'T <br />~ <br /> <br /><I 4 <br /> <br />, A <br /> <br />4 <br /> <br />//0 / <br /> <br />, " <br /> <br />-: '. <br /> <br />('~ <br /> <br />..' ~ <br /> <br />41 compacted rill <br /> <br />, L <br />, </: <br /> <br />,4 <br />.' . <br /> <br />CONT~OL JOINT <br /> <br />QJ <br />> <br />o <br />\) <br /> <br />~ ~ <br />~ . <br />~J <br /> <br />121 <br /> <br />, <I <br /> <br /> <br />(2) contft1Uou~ No. 0 bar& <br />(lap &pllce 101 mIn.) <br /> <br />(2) con~ll1uou& No. & bar& <br />(lap &ptlce 101 mfn.) <br /> <br />- <br />'" <br /> <br />8ECTfON A-A <br /> <br /> <br />&0'-1 112' <br /> <br />& 112' <br /> <br />rc <br /> <br />. <br />~ <br /> <br />~ <br /> <br /> <br />- <br />~ <br />I <br /> <br />~ <br /> <br />r <br />I <br />..1-1'-'" <br />I <br />I <br /> <br />;~ <br /> <br />I . <br />: ~ ~ <br /> <br />L____________ __________________________________________ <br /> <br />('~ <br />I <br />,t <br /> <br />~ <br /> <br />For anchor bolt detall&, <br />&ee buIldIng drawfng& <br /> <br />-, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />____ _____-.J <br /> <br />., <br />'. <br /> <br />.' <br /> <br />; - <br />. <;:) ('~ <br />,,~ <br />~~~ <br /> <br />I <br />,t <br /> <br />~ <br /> <br />~ <br /> <br />fA" <br /> <br /> r-----------, r-----------, <br /> I I I ~ I <br /> J J I I <br /> I I I <br /> I I I <br /> I I I <br /> I I I <br /> I I I <br /> I I I <br /> I I I <br /> I I I <br /> I I I <br /> I I I <br /> I , I <br /> I I I <br /> J I I <br /> I For anchor bolil detall&, I <br /> I &ee bulldln9 dr}2~lng& I <br /> q) I I <br /> y I I I I <br /> q) <br /> 0 I I , I <br /> ~ I I , , <br /> I , , I <br /> \} I I , I <br /> 4- I I I I <br /> 0 I I I I <br /> .... I I I <br />I' :J <br />0 I I <br /> 0 I I <br /> .... , I <br />ir I I <br /> .... <br /> :J ~ ~ fa ! ~ I <br /> 0 fA: <br /> '" <br /> I I I <br /> ~ I I <br /> ,t I I <br /> I I <br /> I <br /> I <br /> I <br /> I <br /> , <br /> +I'-e>' I <br /> I I <br /> , I <br /> I I <br /> I I <br /> I I I <br /> I , I <br /> I I I <br /> , I I Al <br /> I I I <br /> , I , <br /> L___________J L___________ <br /> J ~ <br /> t~'-I 112' <br /> 2"'.31 <br /> <br />@- -- <br /> <br />Al <br /> <br /> <br />- <br />"t <br />I <br />~ <br /> <br />@- <br /> <br />~ <br /><P <br /> <br />2fl)'.e>1 <br /> <br />",,< <br />~< <br /> <br />r,>- <br />. ,r-" . <br /> <br />'\ f. '~ <br /> <br />~ <br /> <br />22'.21 <br /> <br />Ie <br /> <br />~ <br />I <br /> <br />.. <br /> <br />~ <br /> <br />, <br />I <br />I <br />I <br />I <br />I , <br />~ 1/21 expanafon!Jotnt. <br />between fOUfi4citTon& <br />i <br /> <br />i~ <br /> <br />.. <br /> <br />I <br />100' <br />: I <br />001 <br />I <br />I <br />1.1' 01 <br />I - <br />I <br /> <br />!~ <br /> <br />I <br />I <br />I <br />,00' <br />00' <br />I <br />I <br />I <br />I <br />,001 <br />001 <br />I <br />I <br />I <br />I . <br />, ~ <br />r:. L___________:'__________ <br /> <br />. <br />~ <br />I <br /> <br />'" <br />1.0 <br /> <br />. <br />~ <br /> <br />FOUNDATrON PLAN <br /> <br /> <br />Col1crete - fie = 3fl)<Z)<Z) pa I <br />No.3 bar&, 1~1 clc (each wa~) <br />(-~n <br />J <br /> <br /> <br />4' compacted fill r <br /> <br /><I <br />, " <br /> <br /> <br />,'d ' <br />'./- <br />,.i ..' ~ <br /> <br />12' J <br /> <br />8ECTlON a-a <br /> <br />:3 <br /> <br />& 1121 <br /> <br />4P( <br />777//7/r <br />,.. ~-..:::... '"" H <br /> <br />No. 3 bar~, !~I clc <br />(each wa~) <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />'00 <br />I <br />I <br />I <br />I <br />J <br />I <br />I <br />I <br />I <br />I <br />I <br />I" <br />. -- <br />. <br /> <br /> <br /> <br />Anchor bolt6 <br />(&ee ATY Butldln9 ~&tem& drawfn9a) <br /> <br />Cont.rol Jofnt.& &hall be In~t.alled <br />12' clc max. (both dlrect.ron~) <br /> <br />00 <br /> <br />fA <br /> <br />Al <br /> <br />J <br />I <br />I'_~I+- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />, <br />I <br />lal la' I <br /> <br />rr1 : <br />r- +-,! Al i <br /> <br /> <br />-~~~.. L---"t-------------__________~ <br />N <br /> <br />:L. <br />ro <br />Jl <br />11'\ <br />o <br />Z <br /> <br />~ <br /> <br />"t <br />L_ <br /> <br />, f. <br />N <br />QJ <br />). <br />0 <br />\} <br />'" <br /> <br />";N . <br />~. <br />! <br /> <br />\ <br />) <br />~. <br />1 <br />,J <br /> <br />t~ <br /> <br />, <br />I' <br />\ <br />I <br /> <br />. <br />.I. h',.~;'~ <br /> <br />. . <br />"',., ~.; ",,'f;,.'~, f" ), <br /> <br />..,' <br /> <br />. . <br /> <br />r-81;1 <br />/ <br /> <br />- ~ <br /> <br /> <br />::" .~. <br /> <br />.. <br /> <br /> <br />. <br />U) <br /> <br /> <br />al concret~ block (b~ othet'&) <br />COl1crete . fie . :3fl)fl)" P&I <br /> <br /> <br />No.3 bar&, l~' cia. <br /> <br />-.n <br />.. <br />C't <br /> <br />~J <br /> <br />~t <br />I <br /> <br />. <br />('~ <br /> <br /> <br />,;': <br /> <br />41 compact.ed '111 <br /> <br /> <br />Anchor bolt.~ (5ee A.B. aettln9 plan) <br />Concrete. fie = 3<Z>fl)0 p61 <br />No.3 bar&, 1~' clc (each wa~) <br />(-~n <br />~J <br />'T <br />1 <br /> <br /> <br />(2) cont.fnuou& No. 0 bar~ <br />(lap &pllc~ 1~' mtn) <br /> <br /> <br />No. 0 dowel&, le>'-"I cle <br /> <br />121 <br /> <br />J <br /> <br /> '- <br /> OJ <br /> Jl <br /> U) <br />@- r:. ~ <br /> .. <br /> <br /> ~ <br /> ~ <br /> 0 <br /> I Jl <br /> I L <br /> I ~ <br /> , <br /> I c <br /> ~ r. I co <br /> I 4- <br /> ~ 0 <br /> .. <br />~ N :L. I <br /> Q) <br /> .... . u.. <br />- ti "fro <br />I <br /> N_ <br />1.0 \} , <br />11'\ () <br /> .... <br /> QJ <br /> y <br /> ti <br /> \) <br /> <br />4&'-3' out. to out of concrete <br /> <br /> <br />~ 22'.21 <br />18,118' <br />-[CL--ol <br /> <br />-=~--=r-= -~r~:":~ ~ - - - - - - - - <br />L_ -.J-1 <br /> <br />8ECTfON C-C <br /> <br />. <br />~ <br />I <br /> <br />1= <br /> <br />',--.,~------~ <br /> <br />"".--J'~'fl<.;:i:~.':.... <br /> <br />. <br />~ <br />I <br /> <br /><P <br /> <br />t <br /> <br />,-- D <br /> <br />~. <br /> <br />i, <br />f <br />I <br />\ <br />I <br />f <br />, <br />I <br />~ <br />I <br />i <br />l <br />I - <br />f <br />~. <br />! <br />f <br />. <br /> <br /> <br />q) <br />.... <br />q) <br />o <br />c <br />o <br />\) <br /> <br />4- <br />o <br /> <br />~ <br />I <br /> <br />.... <br />:J <br />o <br />o <br />y <br />.... <br />:J <br />o <br /> <br />!Q <br /> <br />. <br />S <br /> <br />- <br />I <br /> <br />c <br /> <br />Ii) <br />Ii) <br /> <br />. <br />(() <br />I <br />Gl <br /> <br />r <br /> <br />" lite <br /> <br />PLAN~EVlE~~ <br />DATE -?sr~!J; ..... - <br />BUILDING OEPT APPROVE . ~ <br /> <br /> <br />~ <br />11'\ <br /> <br />Cj, ~: 4 l, Jt{ <br /> <br />~ ; ~ "t <br />.. . <br /> <br />J <br /> <br />& <br /> <br />GRe <br />ENGINEERING, INC. <br />10537 S. KOSTNER AVE. <br />OAK LAWN, ILUNOIS 60453 <br />708-424-9567 <br /> <br />\, ~ <br /> <br /> <br />~ll~ <br />/"'/1- f$" <br />~Jer(1~ <br /> <br /> <br />" <br /> <br />ATY BUILDING SYSTEMS, INC. <br /> <br />P.o. . Box 22976 <br />Denve~ CO 80222-0976 <br />(303) 689-0671 <br /> <br />6UILDING FOUNDATION ' <br /> <br />JOI4N eoLANOER <br />FO · ca4-61fZ'~b <br /> <br />l.' ,.' <br /> <br /> <br /> <br />PROJECT NUMBER A3S1 <br />DATE JANUARY r~, 1~'B& <br /> <br />DRAWING NUMBER. a-a2~ . <br /> <br />;>0 <br /> <br />'r' <br />