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<br />BLOCK <br />WALL <br />DOWELS - ~ #5 REBAR CONT, <br />SEE FOUND~ . .' V@SLABLEVEL <br />PL, FOR " : F F <br />LOCATION "'..' '. ' <br />~ _~.-~_:.__-:J <br />== ~' <br />WW.M. <br /> <br />R~~j,LEl <br /> <br />~ b -L SEE SCHEDULE <br />, FOR REINF. <br />I 1 \ EXTERIOR BEARING <br />\ S-1 ' STEM WALL FTG. SCALE: N.T.S. <br />l-STORY <br /> <br />- <br /> <br />FRONT WALl.: <br />OF GARAGE <br /> <br />1/2" EXP. JT. <br /> <br />ALIGN DRIVE W/ y' <br />BOTTOM OF I I <br />RECESS & PITCH :: ~~'J~A~~ <br />DRIVE I I <br />I ... <br />. ..... .. <.-iot::.'":...._-~..-.....-. <br />~,. ,. ,. 'I .. ',. I' ,. <br />l. ' '. :." '.,'L ~ . ----W W M <br /> <br />.. .J '.: ,: 'I'-- #5 RE'B~R . <br />3.5" CONC. DRIVE ~ <br />. . <br />wjCONT. JOINTS '. ' <br />10' O.C. TYP. <br /> <br />(PROVIDE 11/2" X 16" <br />SLOPED RECESS AT <br />GARAGE DOOR <br /> <br />~': j <br />.. . ...... . .. <br />.. ,. ~,. .... ' J'l d <br />....;:, ',..:; . <br />. . . <br /> <br /> <br />J b J <br />(9\ FOOTING @ GAR. DOOR <br />\ S--11) STEM WALL FTG. <br />~ 1- STORY <br /> <br />SCALE: N.T.S. <br /> <br />P.T. FURRING <br />TI LE ON <br />BACKER BOARD <br /> <br />4" X 8" X 16" <br />CMU <br /> <br />\ <br /> <br />4" x 4" x 16" <br />J PAVER CURB <br /> <br />IlF,F. I <br /> <br />". ". -. - ~ ~ ~--~;~ =: ~ ~ .>~;.- ~~j" <br /> <br />,~' "', 'l," ~" ,', ""'~ <br /> <br />HOLD 1" <br /> <br />~ . <br /> <br />... I.i\ <br /> <br />L-MUDDED FLR. <br />SLOPE TO DRAIN <br /> <br />b' <br />.....: r.Xm!"o' <br /> <br />-0 l.~.. ~~; L-WW.M. <br />( b { <br /> <br />- <br /> <br />(13\SECTION @ SHOWER <br />\ S--11 ) STEM WALL FTG. SCALE: N.T.S, <br />'--/ l-STORY <br /> <br />(2) #5 CONT, <br /> <br />DOWELS - BLOCK <br />SEE FOUND, WALL <br />PL, FOR #5 REBAR CONT. <br />LOCATION . / @ F,F. SLAB LEVEL <br /> <br />L1NTEL.~ ~: _ _ ---,=.~.l <br />COURSE "'-.....,. ,SEE PLAN <br />'-; --'''''~-'-''.I 1 <br />' - - '" ~ 'I <br /> <br /> <br />FINISH GRADE ~ \' <br /> <br />. ..' '. .' J WW,M. <br />..~..,.. i <br />I';~ :b";~~SEE SCHEDULE <br />)! .,r FOR REINF, <br /> <br />(2AV'2\ EXTERIOR BEARING @ GAR. <br />\S (-1 ~-1 STEM WALL FTG. SCALE: N.T,S, <br />~ l-STORY <br />-- <br /> <br />2 X 4 P.T. PLATE <br />1/2"X 8" ANCHOR BOLT <br />WI 2" X 1/8" FLAT WASHER <br />6" FROM ENDS THEN 32" Ole <br />OR 5/8" x 7" WEDGE BOLT 6" <br />FROM ENDS THEN 24" O,C. <br />I / REINF, SEE <br />~ 1/ ~PLAN <br /> <br />",-':;"-"-~" . . ~" . . ....-<.......-rr <br />.-L,'~#~~i~ ".'~~:..J ;...;/: . '" <br />~,~~"'/St.. or1 <br />.... ?~. ~"'~r"...... , <br /> <br />"'- <br />16" ~ (2) #5 REBAR <br /> <br />.- <br /> <br />(10 ,INT. BRG WALL 2 X 4 <br />\2.Y (ALSO SHEARWALL) SCALE: N.T,S. <br /> <br />#5 REBAR <br /> <br />PROVIDE 11/2" X 8" RECESS <br />rAT S.G.D, LOCATION <br />0'-0" FIN. FL. <br /> <br />~__J.__':''''__~'''_.' <br />.}"./...... ,. .. <br />., ,',:.., ,........ I'~ ~::l:". <br /> <br />; ..... <br /> <br /> <br />... <br /> <br />ww~ <br /> <br />1/2" EXP, JOIN I, <br /> <br />'. ' <br /> <br />. . <br />L.J....L <br /> <br />~ <br /> <br />;; <br />.. ...... <br /> <br />,. . ........ ,....:::'". <br />d .."..'...."..' <br />J.<.:.o-: ,,'~.; :, <br /> <br />SEE SCHEDU >-- j.. b j.. <br /> <br />For15\ S.G.D. SILL DETAIL <br />\ S--11) STEM WALL FTG. <br />~ l-STORY <br /> <br />SCALE: N.T.S. <br /> <br /> 1-STORY STEMWALL SCHEDULE <br /> FOOTING DIMENSION MAXIMU ~ <br />S EMWALL NUMBERISIZE OF BARS LAT. F.C. SPA ING (O.C.) <br />HIGHT (h) d b IN STEM WALL <br />0' )"-4'-0" 10" 16" WI (3) #5 BARS 127.2# 6 -8" <br />4' B" - 6'-0" 10" 20" WI (3) #5 BARS 210# 4 -0" <br />6' B" - 8'-0" 12" 24'" WI (3) #5 BARS 374# 2 -0" <br /> <br />NO I.E.; <br /> <br />1. VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECT ONS, <br />BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE. <br /> <br />#5 REBAR CONI. <br />@ SLAB LEVEL EXTEND SLAB <br />11/2" BEYOND <br />BLOCK FACE <br /> <br />~,,~ ,:':] GRADE <br />"'!~'N~~~1,Ji ' ~ ~ ~~'" <br />,. 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'- dl <br />b ~SEE SCHEDULE <br />.- FOR REINF. <br />( 6 \EXTERIOR DOOR SILL <br />\ S-1 J STEM WALL FTG. SCALe.: ~.I.S. <br />'-.:' 'l l-STORY <br />- <br /> <br />W.M. <br /> <br />l!) <br /> <br />- <br /> <br />w ~ co 0 <br />I ~ ('II Z <br />1-, (/) 3 CD - <br />~zw <(CD~ ~ <br />(/)~Qo O:::('IICD (I) <br />. 01-0 o~~ Z <br />o:::z<(u (/)CD...I 0 <br />W <( U w - In L&. - <br />wl-LL:~ II~. I- <br />~(/)-z I-I-...ILiJ ::J <br />~ 0::: ~ 0 0::: l1.. L&. 0.. ..J <br />ZLUo..-I 00..0 <br />wO(/)3(/)l1..z~iS (I) <br />wz(/)cozoo c Z <br />I::JzwQ::Ji=zct. <br />I- D :::s I(/)<( 0::: ==::) <.:J <br />6~0..1->w~oa3 <n <br />..... I W (/) ct. . IJJ <br />I- W -I I- 0::: 0 -I a3.... C <br />(/)~<(- <(...I <br />wo0:::3{'1')Zo:::c(LU < <br />cow::J>-o<(::J c( C <br />W-lb-l~DI-...I:X: <br />I3 0.. LUUct.O 0:: <br />l-o~~~f3~tJi ~ <br />8 ~ tn 8 ~ en tnDD ii <br /> <br />I 3 <br />, S-1 <br /> <br />PORCH SILL <br /> <br />crl <br />o <br />('I') <br />C';J z <br />o 0 <br />co - <br />co I- <br />..: r-:- <( <br /> <br />i ~~m~~ ~ <br />-('I')l1)~ N <br />cooNZ 0 <br />g,~~w6 -5 <br />e{'l') ,-Iw '- <br />co -I '<t <( I- co <br />0'- l1.. <rl 0::: <( <rl ~ <br />co::)u <br />'cOr-:-I--(O <br />(/)~oU~<rl LJ <br />Q. '<t ::J I- crl I- <br /><rl 0 0::: 0::: . <( <br />L[) Q. I I- W 0 <br />crl<(o..(/)UZ D <br /> <br />'STEM WALL FTG. <br /> <br />SCALE: N.T.S. <br /> <br />______ FRA \i1 E <br />___ WALL <br /> <br />r #5 REBAR CONT, <br />/ @ SLAB LEVEL <br /> <br />/_.'-""_:..'__....__J <br />.~-.'}" ,\ 1. , ~ ~~ " / I <br /> <br /> <br />C-"_-'TC;:,~;;... ~ir lWw.M. <br /> <br />......1. '_). <br /> <br />>..~..;.....,',' '. <br />" ..,~ <br />L b ~EE SCHEDULE <br /> <br />(11\INTERIOI~ BRG. @OSTEP-DOWN <br />\\ S-11 l STEM WALL FTG. SCALE: NoT.S, <br />~ l-STORY <br /> <br />DOWELS - <br />SEE FOUND.. ~ <br />PL, FOR <br />LOCATION <br /> <br /> 0 <br /> 0 <br /> lJ] <br /> W <br /> I- <br /> - 0 <br /> :J <br /> U1 ~ L' <br /> Z .... <br /> 0 Q .... L' <br /> - > I l\1 <br />. U1 -l ID III <br />- [l] 0 I <br /> > lJ] ID <br /> - W M lJ] <br /> Q <br /> ~ M L' <br /> ~ o I <br /> [l I -l M <br /> I U1 u.. .... <br /> I- ~ OJ <br /> ~ U1 0. I <br /> r- W .... <br /> ~ ~ <br /> or- <br /> z <br /> 0 <br /> 0 <br /> lJ] <br /> <br />GAR. SLAB <br /> <br />REINF. SEE <br />SEE PLA ,\. /IPLAN <br />~ 0 .,'. '''''!'_.....,... <br /> <br />.:r . '. ,,~. f <br />-~~..." '.~..", ...// .I>~ <br />?""'If':'-1'-~--:~--- ,. <br /> <br />.""". <br /> <br />4' <br />,<, <br /> <br />.- <br /> <br />J 12 \ STEP DOWN NON BRG. <br />\ S-1 f SCALE: N.T,S. <br /> <br />/2 #5 BENT BARS WI <br />MIN. 25" LAP SPLICE I <br />" . './, . '. . . '. . '. . .'. , . '. ,,1 ~ <br />::: Il':,,~ :.'~ :'" :'" :" :''1'7' SEE PLAN <br />'./ ' '....:' '....:' '....:' '....:' ....:;~ TYP SEC <br />- . I ....... , ....... , ....... , ....... ..... ,....... ,. <br />...' '....,;'....,;'. , " . , " . ,.' . <br /> <br />";:: ;;::.: ;;::.: 1 <br /> <br />I ' ' . '" . '" ' .' <br />...' '....,;'...., ~ <br /> <br />~ " ';:: ;;::.: ;~::.: <br />r.... ... ,..,..... ... I......... I ....... ,....... ... ." <br />SEE TYP , .,'.' ": '. <br />SEC A.~' '....~' '....~' '....~' '....~' '':.~ <br />. . ... I ....... , ........ , ...... , ....... I <br />, .'..'..'..'.. <br /> <br /> <br />I ,y 16" ,y <br />MIN. <br /> <br />~..... ":'---#5 CONT REINF. <br />\ _ SEE FND. FOR <br />~ QUANTITY <br />........ <br />i'........ #5 X 25" X 25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br /> <br />o <br />i3 ~ <br />U)~S2 0 <br />LWf-cnW::J <br />oZcn:::!<( <br />DO-I> <br />z~!::3cn <br /><(NLWo::~ <br /><-?rl~OD <br />~O::OoO <br />30LWw<...l <br /><(lJ...I...Jf- <br />o::Of-L:)z <br />O::Jo::cn1i! <br />~;;:LWOo:: <br />IcntL:Z::) <br />f--<(<(<...l <br /> <br />r <br /> <br />MIN. 8" OR--- <br />16" MAX STEP <br /> <br />W.w.Mo PLACED I <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br /> <br />~1/8" SAWCUT x 1/4 <br />SLAB THICKNESS <br />WHERE SHOWN ON <br />FOUNDATION PLAN <br /> <br />-2 #5 CONT. <br /> <br />J <br /> <br />~< <br /> <br />r <br /> <br />I <br />~..:' : ~'" , '~'. ~...-. '" '.". '. , .-.;) <br />, ~'_.,...,,:,......' .~'_ z <br />......~.' ........... I ,......... I............, ...~.' ,......... 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DETAIL <br />, S- 11 SCALE:3/4"=1'-0" <br /> <br />-- <br /> <br />(35 <br />~S-1 <br /> <br />- <br /> <br />- <br />f'- w-J <br />00 ~ <br />(j) O-J lLJ <br />0 0 <br /> 0::: <br /> z<( 0 >-l1..z <br />--I Zl-O <br />0 <(~ - <(z- <br />--I I- zw~ <br /> -(/)> <br />I oz- <br />C'J - o:::~ 0 woo <br />:c uu<( <br /> Z ::J 0 <br />L.() 0w DZ- <br /> OW 0::: <br /> zl- I- o:::~g <br />I S 0..-l1.. <br />f'- I wO:::-I <br /> wU) 0:::3<( <br /> wwO::: <br />~ lJJ c.=J COIl- <br />wO(Y) - I-l-i55 <br />Ol-U <br />~ - ~-JO 0::: Z::) <br />> >-00.: <br />L.() ~<( 0 >- <(I 0::: <br />J- ~t::0 <br />Z~ N 0... z3U <br />~ :::so:::w <br />(j) 0 w~ <br />:) o..ZO <br /> (/)ZI <br />>- lJJ 0.. () -<((/) <br /> ~~::) <br />0:: 0:: SHEET NO, 0.. <br /> 0::: <br />0 () S-l 0 <br /> U <br /> w <br />J- ~ <br />f'- 0 <br /> OF I <br />Z CO 25 (/) <br /> ::J <br /> ('I') <br />lJJ 0 <br />J- 0 <br />> LAST PLOT DATE N <br /> @ <br />0 March 02, 2005 <br />Z <br />- --I DETAILS <br />