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SLAB 5 <br />~ NITH 8" THKN UJ <br />5'-2" 4'-0" 3'-0" ~~ co ~ DGE 14'-4" I <br />,_______________________________ _____{_~~___ _ _____~~~~_~~~~_~0 ___~ _____________________ <br /> <br />I <br />: 11///)/(/// ::1/ ~/IV//oj( ~J - - IA//':I //iV//'k'// <br />: / :--------------W~DOW-OP~G--- ---:--(:------ -------i-i/i x-s 1/2-' REC-ES-S------------------- <br />: / : f1\ ',' @SGD fi5"1 <br />i~i \2Y ill 9 \2Y <br />: / : ,: r- <br />:/ : :----- <br />:/ ~ I ~ <br />: ~ \h ---~~ <br />:/ ~~ <br />:/ <br />:/ <br />: j< I <br />:/ <br />I <br />,/ <br />:/ <br />:~ <br />~7 <br />:/ <br />:/ <br />i{ <br />I !" I <br />:/ <br />:/ <br />:/ <br />I <br />, <br /> <br />~I <br />0...' <br />0' <br />I <br />~' <br />o <br />o <br />~ <br /> <br />~ <br /> <br />1 <br /> <br />15'-8" <br /> <br />2'.6" X 2'-6" X 1'-0" <br />WI (3) #5 E.W. BOT. <br /> <br />~ <br />S-l <br /> <br />(i\ <br />\2Y <br /> <br />12'-2" <br /> <br />4'-7112" <br /> <br />2'-8" <br /> <br />3'-2" <br /> <br />6'0" <br /> <br />24" HIGH BU Cpt <br />BASE ON <br />36" X 18" X 2" DEEP <br />PAD WI (3) B \RS <br />E.w. BOTTO~ <br /> <br />10'-4" <br /> <br />2'-0" <br /> <br />6'-2" <br /> <br />6'-2" <br /> <br />12'-4" <br /> <br />20'-0" <br /> <br />NOTE: THICKENED FOOTING <br />REINFORCING TO BE CONTINUOUS <br />THRU PAD FOOTING TYP. U.N.O. <br /> <br />"'t <br />M <br />..-1 <br /> <br />f2\ <br />~ <br /> <br />7'-8" <br /> <br />C? <br /> <br />r- <br /> <br />4'-6" <br /> <br />" <br /> <br />1 16'-4" <br /> <br />8'-8" <br /> <br />L.______ ___________________________________ ___________ ______..1 <br /> <br />2'-0" <br /> <br />40'-0" <br /> <br />16'-0" <br /> <br />20'-0" <br /> <br />2'-0" <br /> <br />FOUNDATION PLAN <br /> <br />SCALE:1/4"=l'-0" <br /> <br />1-STORY STEMWALL SCHEDULE <br /> <br />STEMWALL <br />HEIGHT (h) <br /> <br />FOOTING DIMENSION <br />d b <br /> <br />LAT. <br /> <br />NUMBER/SIZE OF BARS <br /> <br />0'-0"-4'-0" <br /> <br />10" <br /> <br />127.2# <br /> <br />16" <br /> <br />W/ (3) #5 BARS <br /> <br />4'-8" - 6'-0" <br /> <br />W/ (3) #5 BARS <br /> <br />210# <br /> <br />10" <br /> <br />20" <br /> <br />6'-8" - 8'-0" <br /> <br />W/ (3) #5 BARS <br /> <br />374# <br /> <br />12" <br /> <br />24" <br /> <br />MAXIMUM <br />F.C. SPACING (O.C.) <br />IN STEM WALL <br /> <br />6'-8" <br /> <br />L1J <br />() <br />I- <br />o <br />Z <br />L1J <br />~ <br /><( <br />I- <br />o <br />o <br />LL <br />L1J <br />0:: <br /><( <br />::> <br />0' <br />if) <br /> <br />w <br />~ <br />l..L<(0::: <br />'00::0 <br />w l..Ll..L <br />~W"",f- <br />O"",z <br />~-o::J <br />><~o::o <br />O::Jl..LU <br />O:::OZU <br />o.."",w<( <br />o.."",~,- <br /><(0<(0 <br />wO::f-z <br />O:::l..Lw <br /><(zo:::o <br />ow<(o <br />W~(/)o <br />f-~ZZ <br />o 0<( <br />::Jw-w <br />Oo::(/)~ <br />(/) <t: Z . <br />W(/)w<t:z <br />c;Jz~EtQ <br />;::Qoo~ <br />o(/)O:::f-u <br />0~03:::J <br />l..L"",i2Uo.. <br />W""'wOo.. <br />0::: of-CiS <t: <br /><t:..Jz ..J <br />:::l ..J -_ 0::: ..J <br />o(/) <( (/) 0 <t:~ <br />O:::..J........ <br />w..JO <br />j>~zo::: <br /><t:0:><t:0 <br /> <br />4'-0" <br /> <br />2'-0" <br /> <br />NOTE: <br /> <br />1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, <br />BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. <br /> <br />REBAR NUMBER/SIZE <br /> <br />BLOCK WALL <br />(1) #5 CONT, TIED <br />TO EACH VERT. <br />F.F. , REINF. BAR <br /> <br />" <br /> <br />~. V <br />. ~" <br />~ " " <br />!!;;;i <br />-.;;. '.':'." <br /> <br /> <br />"'t <br />o <br />M <br /> <br />z <br />~ <br />o <br />o <br />0.. <br />W <br />I- <br />(j) <br />W <br />~ <br /><( <br />0::: <br /><( <br />c.;:J <br />o <br />f- <br /> <br />SCALE: N.T.S. <br /> <br />" ,,' "d" FILL <br />i;pCOVER )'~t:'); ~~~ ~~~NEFDULE <br />STEM WALL FTG. <br /> <br />1-STORY <br /> <br />* NOTE: <br /> <br />NOTE: <br />REFER TO DETAil 34jS-l <br />FOR TYP. STEP FlG. <br /> <br />FILLED CELL SPACING AND FOUNDATION SIZES <br />WILL VARY BASED UPON THE HEIGHT OF THE <br />STEM WALL. SEE SCHEDULE ON THIS SHEET FOR <br />REINFORCING AND FOUNDATION SIZES REQUIRED. <br /> <br />"'t <br />00 <br />l1') <br /> <br />tJ) <br />CUQ,)..J <br />tJ).....<( <br />cu.~ 6 <br />CUUu; <br />~ ~ ~ <br />I tJ) ~ <br />tJ)cuo.. <br />cueS] <br />- '0.0 Ci: <br />ns'- - <br />a..tJ)5:: <br />oQ,)w <br />e'au <br /> <br /> <br />w c;J 0 <br />I ~ ~ Z <br />f-, (/) ~ (D <br />c;Jzw <t:(D..-t <br />(/)~go O:::('IlCD vi' <br />. of-O O..-t:tl: Z <br />ffiz()u w~~Li 0 <br />l,LJ ;:: Ci: c;J I I:tl: . j:: <br />~(/)-z f-f-...ILIJ :J <br />c;J 0::: &3 0 0::: l..L LL c.. ...J <br />zWo..--I 00.. 0 <br />l.LJO(/)S(/)l..Lz~t5 (I) <br />wZ(/)CQZOO C Z <br />I :::l Z W 9 ::J f= z~ ~ _,re <br />f-O:SI(/)~O:::==:J ..... <br />~~o..~~(/)~~~ ~ <br />tnw~~o:::O~c:J: c <br />w~O:::3:('Y)Zo:::",:LIJ _ <br />COW::J O<t:::J.....CC ...... <br />W..Jf-~~Of-...I:r: C <br />I3:Uo.. wu~o 0:: <br />I-O~~~~~~:E ~ <br />2~tn8~u;tnDD Li <br /> <br />~Ir <br />~c=JO <br />~<(CO <br /> <br />(/) <br />w <br />o <br />c;J <br />z <br />o <br />..J <br />::J <br />co <br /> <br />..J <br /><t: <br />0:: <br />f- <br />~ <br />o <br />(/) <br />(/) w <br />o u <br />CiS8tE~ <br />W r- 0 l..L <br />c;J N M '<;j" <br />ZM MO <br /><t: --I M ('Y) <br />0::: l..L ~~ <br />o <t:' 0 0 <br />.~COCO <br />(/) D- co co <br />l!) 0 r-:. r-:. <br />'<;j" D- 00 <br />m <t: '<;j" <;t <br /> <br />m <br />o <br />('Y) <br />N Z <br />o 0 <br />co <br />..: CX? ~ <br />f- I'- N <br />EO(/) l!) <br />'<;j" 0::: 0 <br />~ ~ ti:J ~ <br />~ l..L _ _ .., <br />-('Y)IJ)c;J 0 <br />COONZ <br />~~c:jw~ -5 <br />C('Y),..Jw Co <br />~..J:;~I- ~ <br />ol..LCO::J<t:.., <br />"f-uc.o <br />u;~bug;.., w <br />c.'<;j":::ll-m <br />...., 0 0::: 0::: . ~ <br />l1') C.If-WO 0 <br />m<t:o..(/)uz <br /> <br /> <br />NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF NOTE: MAXIMUM HT OF STEM WALL <br />STEMWALL DURING UNEVEN BACKFILL CONDITION @ 8'.0" <br /> <br />9 <br />00 <br />N <br /> <br />(- - - - - -- - -- - - - - - -2~'-:;; - -- <br /> <br /> <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 /> <br /> <br />----------------------------- ~ <br /> <br />3" VTR <br />J~ <br /> <br />SINKS <br /> <br />TUB <br />r W/C <br />~ LAV <br />~~" <br /> <br />D/W <br />1-1/2' <br /> <br />3" VTR <br /> <br />~ <br /> <br />LAV LAV <br />W/C <br />1-1/2~' <br /> <br />2" <br /> <br />3" <br /> <br />TO SAN. SEWER <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 /> <br /> <br /> <br />-----------------------------~ <br /> <br />PLUMBING <br />NTS. <br /> <br />RISER <br /> <br />~------------------------ <br /> <br />f'... <br />m(f) <br />O.-J <br />O.-J <br />I <br />C'J- <br />LOI <br />~$ <br />~W <br />~- <br />LO> <br />~~ <br />>-W <br />0::0:: <br />OU <br />I-f'... <br />Zm <br />WI- <br />>0 <br />~~ <br /> <br />N(/) <br />.z <br />~o <br />N- <br />~(/) <br />> <br />W <br />0:: <br /> <br />l!) <br />o <br />........ <br />.., <br />u........ <br />f-('Y) <br /><t:o.. <br />coo <br />l!)........ <br />'<;j"<( <br />..,0 <br />'~ <br />2~ <br /> <br />w-..J <br />o-..J <br />z<X: <br /><(~ <br />O:::~ <br />~w <br />zl- <br />wU) <br />wO(Y) <br />~ -..J 0 <br />~<( 0 <br />z~C\I <br /><( <br />.....J <br />0... <br /> <br />SHEET NO. <br /> <br />3 <br /> <br />OF <br /> <br />25 <br /> <br />LAST PLOT DATE <br />March 01, 2005 <br /> <br />FOUNDATION <br /> <br />o <br />o <br />\JJ <br /> <br />w <br />r- <br />- 0 <br />~ ~ <br />Z <br />o <br /> <br />- <br /> <br />U1 <br /> <br />- <br />> <br />- <br /> <br />o <br /><t <br />D. <br />I <br /><t <br />I- <br /> <br />r- I:' <br />ci r- I:' <br />> I N <br />..J D' Ul <br />OJ 0 I <br />\JJ D' <br />W ['I'] \JJ <br />[l ['I'] I:' <br />o I <br />I ..J ['I'] <br />U1 lL. r- <br />r- ~ CO <br />U1 II I <br />W r- <br />~ ~ <br />.1- <br />Z <br />o <br />o <br />\JJ <br /> <br />o <br />Z W <br />o Z <br />V;~~ 0 <br />WI-VJw::J <br />OZVJ:::!<t <br />O-::c> <br />~~!=~VJ <br /><tNWa:~ <br />tC)"":;;:OO <br />~a:OOO <br />~OWwU <br /><tlJ... --'I- <br />a:o~~z <br />o::Ja:U)~ <br />~;;:~oa: <br />~~<t~13 <br /> <br />L1J ~ <br />0::: <br />() >-l..Lz <br />Zf-O <br /><(z- <br />I- zw~ <br />-(/)> <br />O oz 0 <br />t30<( <br />:::lUO <br />Z oZo:: <br />oWo <br />I- 0:: f- ..J <br />0..~l..L <br />:r: ~~~ <br />Wl.LJO::: <br />~ co I f- <br />I-f-~ <br />Ol-U <br />0::: Z:::l . <br />>-00.. <br />>- <t:IO::: <br />~~O <br />Q.. ~U <br />::io:::w <br />O ...Jw ~ <br />o..zo <br />,... 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