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<br />BLOCK <br />WALL <br />DOWELS - /#5 REBAR CONT. <br />SEE FOUND~ ,...1-: @ SLAB LEVEL <br />PL. FOR r;.; " <br />LOCATION '., F.F. , <br />.-"~~~~.-~~~ <br /> <br />DOWELS - BLOCK <br />SEE FOUND, WALL <br />PL, FOR I r~5 REBAR CONT. <br />LOCATION / @ F,F, SLAB LEVEL <br /> <br />L1NTE~~ ~: _ _ ~.~, 1 <br />COURSE ~ ~ SEE PLAN <br />: -_-'t,.-_-,~,.. I 1 <br /> <br />R~ISH GRADE ~; \ ' <br /> <br />(:' .' ,. ';111< \ W.W.M. <br />',-'---'- " ' .' d <br />',-F'~~ <br />I' . 'b " ~ SEE SCHEDULE <br />~ ~ FOR REINF. <br /> <br />i= " <br /> <br />W.w.M, <br /> <br />FI~~~~~,:I ~ <br />':j1i!~!iQl~mWt ~ ., , ~ I ~ <br />~ b -L SEE SCHEDULE <br />FOR REINF. <br />I 1 \ EXTERIOR BEARING <br />\ S-1 I STEM WALL FTG. SCALE: N.T.S. <br />i-STORY <br /> <br />- <br /> <br />I 2A V 2 <br />\ S-1 ~ S-1 <br /> <br />#5 REBAR CONl; <br />@ SLAB LEVEL <br /> <br />#5 REBAR CONT.""' <br />@ SLAB LEVEL <br /> <br />LOCK FACE <br />EXTEND SLAB <br />11/2" BEYOND <br />.,L <br />I <br /> <br />EXTEND SLAB <br />11/2" BEYOND <br />BLOCK FACE <br /> <br />"- <br /> <br />\' <br /> <br />] <br /> <br />.,. :-"' ..: - ~--.: ~ ~.:..~ - """I ...,.,' ~~ <br /> <br />"EQ~,!mm]wJt~~)]r . <br />''''''',~ _,"' GRADE <br /> <br />,.CC- ,.'"'": i" <br />..:..,.'.',' d <br />','~'":.', ~, <br />b ~SEE SCHEDULE <br />FOR REINF. <br /> <br />- <br /> <br />.w.M. <br /> <br />. '- d <br />b ~SEE SCHEDULE <br />_ FOR REINF. <br /> <br />I 6 \EXTERIOR DOOR SILL <br /> <br />\ S_jJSTEM WALL FTG. :SCALt: ~.I.~, <br />l-STORY <br />- <br /> <br />STEM WALL FTG. <br />i-STORY <br /> <br />EXTERIOR BEARING @ GAR. <br /> <br />SCALE: N.T.S, <br /> <br />I 3 <br />\ S-1 <br /> <br />,PORCH SILL <br />ISTEM WALL FTG. SCALE: N.T.S, <br /> <br />-- <br /> <br />FRONT WALl.: <br />OF GARAGE <br /> <br />1/2" EXP. JT. <br />ALIGN DRIVE WI V' <br />BOTTOM OF I I GARAGE <br />RECESS & PITCH :: FI,'J. FL. <br />DRIVE I 1 <br />1 . , .', , <br />, '" ~-=-~-.,.---~~--..,..... <br />" ',," ' . " ,,',.11.,.. L. <br />~ ". .'-" ',~...J.. ',~:'1 ~\WW M <br />". '~.. ... <br /> <br />.:: -.........-. #5 REBAR <br /> <br />3.5" CONC. DRIVE) ~ <br />w/CONT, JOINTS .: " <br />10' O.C. TYP. <br /> <br />{PROVIDE 11/2" X 16" <br />SLOPED RECESS AT <br />GARAGE DOOR <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" OIC <br />OR 5/8" x 7" WEDGE BOLT 6" <br />l FROM ENDS THEN 24" O,C. <br /> <br />/ ~IREINF' SEE <br />PLAN <br />i"'J <br />~-~.-:-~~~~ :J::~;.~::-(.~:---rr~ <br />'( ,.~'( 't;~< ~ <br />".. ',.. . Ie- <br />... 'lI-~ <br />'\, <br />16" '" <br />~ "'---- (2) #5 REBAR <br /> <br />,,:,:', .', j <br />.. .. .II.. .... " .II" d <br />1:./' "-:,..::,. . <br /> <br />1 b 1 <br />f9\ FOOTING @ GAR. DOOR <br />\ S--11) STEM WALL FTG, <br />~ 1- STORY <br /> <br />I 10\ INT. BRG WALL 2 X 4 <br />, S-.y (ALSO SHEARWALL) SCALE: N,T,S. <br /> <br /> <br />- <br /> <br />SCALE: N.T,S. <br /> <br />P.T. FURRING <br />TI LE ON <br />BACKER BOARD <br /> <br />PROVIDE 11/2" X 8" RECESS <br />AT S.G.D. LOCATION <br />0'0" FIN, FL. <br />~ __J..__~"'__~~_., <br />".,/.. ., ., ,. <br />~, '~"""""" .'.:. ..r ::::: <br />. , .,:t. . .... <br />'TCO' , 'Ce' .... <br />".." ::T <br /> <br />4" X 8" X 16" <br />CMU \ :- I <br /> <br />HOLD 1" <br /> <br />4" x 4" x 16" <br />J PAVER CURB <br /> <br />nF,F. I <br /> <br />- ~.I"~" <br />- , .' <br />,'" " .' : I '>//'" 7-- -- <br />-- ~ - -- .,-.--'-- -\-~" .. <br />" .... " " <br />" " " \ '" ',,, . <br /> <br />#5 REBAR <br /> <br />... <br /> <br />" .... <br /> <br />1/2" EX?, JOIN I <br /> <br />ww\ <br /> <br />, " <br /> <br />i: <br /> <br />. ' <br /> <br />:. .., <br /> <br />f' .. : ( <br /> <br />MUDDED FLR. <br />SLOPE TO DRAIN <br /> <br />LW.w.M. <br /> <br />'1' <br />" <br /> <br /> <br />-ot\L,.,j~ ~ " t <br />L, ."'~' <br />\ b { <br /> <br />(i3\SECTION @ SHOWER <br />\~ S--11 I STEM WALL FTG. SCALE: N.T,S, <br />~ l-STORY <br /> <br />l' ,,', ' . , <br />d ......, l' ....., l' <br />~:.,'~~; :\ <br />SEE SCHEDU ~ 1 b J <br />FOIR Th S.G.D. SILL DETAIL <br />\\ S--11) STEM WALL FTG. <br />~ i-STORY <br /> <br />(2) #5 CO NT. <br /> <br />SCALE: N.T.S. <br /> <br />- <br /> <br />DOWELS - <br />SEE FOUND. <br />PL. FOR ~ <br />LOCATION "'" <br /> <br />_____:RAME <br />.---- WALL <br /> <br />#5 REBAR CONT. <br />/ @ SLA~ LEVEL <br /> <br /> <br />i'_:" -f_:' _ _:. ,_.; J <br />.r,:., :., "...i"'1 <br /> <br />REINF. SEE <br /> <br />SEE PLA ,," /IPLAN <br /> <br />~ ' -.," '.~~-""1- <br />J' ","'~ <br />,~:." .".~~,_:/ .'Ai~~";g <br />- ~"~,:~~~-;-,,.,: .. <br />,,,,,,,, <br /> <br />GAR. SLAB <br /> <br />. 4' { <br />:~-:,-r;,. ";"",r";,,,,r~-:~ <br /> <br />, ". ~ <br /> <br /><> :::::: <br />..:::..'; '1' :"0; <br />:,< . .:.'~ <br /> <br />I : I .: ~ <br />~<.~ -\ <br />L b EE SCHEDULE <br />(U JNTERIOR BRG. @OSTEP-DOWN <br />~1 ISTEM WALL FTG. <br />~ l-STORY <br /> <br />W,W,M. <br /> <br />4' <br />~ <br /> <br />.-. <br /> <br />(12\ STEP DOWN NON BRG. <br />~ <br /> <br />SCALE: N.T,S. <br /> <br />SCALE: N.T.S. <br /> <br />/2 #5 BENT BARS Wj <br />\ / MIN. 25" LAP SPLICE I <br /> <br />MIN. 8" O'~" '.';,: ~~: ,',:::=.):: ,',:':= :,:':i ,',:' /~~EE PLAN <br />'I> - ,,:~: '....., , '....., , '.....,. '....., , .....,~::J TYP SEC <br />, ,. . ..." , ".." . '.." . ..." ..... "'..,. " <br />1611 MAX STEP ...' '."'~'.""4'. ,,'a ...'. ..,'. <br />., '.. .,.,. "... . I <br />.,..... 't .,.....~., ""'.~ <br />I ' ' , ;' ' . '" , <br /> <br /> <br />SEE T~Y '" ,', '" . /~~: /:~..:/:~:: <br /> <br />. . <br />SEC. /Y'.;': '/....~:,. 't,....:~:.. '~v":.::~ ..~v":~:.. ";/I"~ <br />, ,,'......'..'.. <br /> <br />I Y 16" ~ <br />MIN. <br /> <br />'-l..... '-1~#5 CONT REINF. <br />\ r-- SEE FND. FOR <br />~ QUANTITY <br />-........ <br />~ #5 X 25" X 25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br /> <br />1~/8" SAWCUT X 1/4 <br />SLAB THICKNESS <br />WHERE SHOWN ON <br />FOUNDATION PLAN <br /> <br />W.w.M. PLACED I ] <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br /> <br />'-2 #5 CONT. <br /> <br />I <br /> <br /> <br />~< <br /> <br />r <br /> <br />I <br /> <br />~",' , . '., ,..-. " , , '" "", '. , :y <br />'~'.~,~..,,,, '. ~'..J Ww ~ <br />.. ....~.. I I ........ I, ...... I , ....'..' I ....'..', ..'.. I ':Y ...J <br />.,!' , ..,:,..," ",,;1 to.!"""",;1 ~", .,:, tJ.", ..,;1 ~'"",;s ~~"T r..I) c.. <br />I <. ,. < , " ,. , . <I <br /> <br /> <br /> <br /> <br />I 36 \ CONTROL JOINT DETAIL <br />, S-1 I SCALE:3j4"=1'-0" <br /> <br />I <br /> <br />'-2 #5 CONT. <br /> <br />__ TYP. CORNER BAR <br />I 35\PLAN DETAIL <br />, S- V SCALE:3/4"=l'-0" <br /> <br />- <br /> <br />-- <br /> <br />- <br /> <br />I 34 ,TYP. STEP FTG. DETAIL <br />'S-1 SCALE:3/4"=1'-0" <br /> <br />- <br /> <br />1-STORY STEMWALL SCHEDULE <br /> <br />STEMWALL <br />HEIGHT (h) <br /> <br />FOOTING DIMENSION MAXIMUM <br />d b NUMBER/SIZE OF BARS LAT. F.e. SPACING (O.C.) <br /> IN STEM WALL <br />10" 16" WI (3) #5 BARS 127.2# 6'-8" <br />10" 20" WI (3) #5 BARS 210# 4'-0" <br />12" 24" WI (3) #5 BARS 374# 2'-0" <br /> <br />0'-0".4'-0" <br /> <br />4'.8" - 6'-0" <br /> <br />6'-8" . 8'.0" <br /> <br />NOTE: <br /> <br />1. 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