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SLAB ::s <br />fnJ ('f') fvlTH 8" THKN (/) <br />5'-2" 4'-0" 3'-0" l$~ro ~DGE 14'4";r: 4'-6" 5'4" 3'8" (35\ TYP. @ <br />r n _ __ _ ___ _ _ n _ _ __ n _ _ _ _ __ _ n__ _ _ n--I-t-~1ii- n _ _ _ _ _ __ ~I~~_D_q\y!'J_ ~~E _ n~ _ _ n_ _ __ _ n _ _ _ _ _ _ __ n n!'V~99Y! _OJ~~___ __ _ _ _ _ n _ _ :\2Y ALL CORNERS <br /> <br />, I <br />: iI/ / / Jft/ / / ",~ /IJ" / /-J( ~J L./ /oj / /IV / /'k'" / / ". .,; / /':J( /_ : <br /> <br />i ( rm-muu---W;DOWOP~ uur-um unm~ytt;~ REC-ES-Smu--mmuumumu-um-- umn-1 C : <br /> <br />: ~ : \2=Y I q \2Y INDICATES FILLED ( ELLJ~: ~: 0 <br />/ ' I'- W/3000 PSI CONC. GROU : V: I'- <br />/ i, I : ____ NOTE: THICKENED FOOTING FROM FTR. TO BEA~~ : / : <br />~ REINFORCING TO BE CONTINUOUS WI 1#5 REBAR VERIT. : / : <br />/ ~ ~ ~ THRU PAD FOOTING TYP. U.N.O. ABOVE SLAB. TYPIC~L / : <br />~ i \2Y --~ ~ @ ALL PLACES SHOfNN : ~ : <br />- ,,", '\ HOOKED FTG. DOW LS 17" : 7 ' <br />1/: ~~ EMBEDMENT WI 2'" : / : <br />~ ' 2'-6" X 2'6" X 1'-0" :: EXT. ABOVE SLAB ~v (1\ <br />'I< WI (3) #5 E.W. BOT. ~I I i ~ 411 3000 PSI CONC. SLAB WI ! ~ ~ <br />/ :1 : \2Y 6X6 10/10 W W M C~~AIR SUPPORTED : / ~ <br />/ : ' I : / <br />/ : I : PER FBC, OVER 6 tHIL VISQUEEN : -' <br />/=' /f" : I : VAPOR BARRIER 4 TREATED FOR TERMITEe : / <br />L (.L\ I' :/ <br />':,I~ / \ S-lJ i-l ' NOTE: PLUMBER TO VERIFY LAYOUT ~ DWV SIZES :11 ~ I <br />'-...-/ UI : BEFORE CO~STRUCTION BEGINS I cx;J <br />1:;1 .-I : o:;t <br />: * I :~ IALL FOOTTINGS ~ <'?: / i <br />: / ' 'Z' MIN. 12" BELOW GRAD ('f') : / ' <br />: /: i~1 ~ : ~: <br />: / 'I[I), : / I <br />I : : I 1/: <br />, I I <br />, 12'-2": 27'-10" , L 00 <br />t.:ll . <br />0.. ' I L 'I' ,: 7/ ~_____ <br />o : : 4'-7112" 2'-8" 4'-101h" 7'-11" ~ 19'-11" _____ <br /> <br />~ : ~ : ~<=-=-==l=====: i ~ <br />:> : I : ;('----~!----~i : ~ <br />:> : "I n I' , / <br />I I: 'I II II 1/ <br />~ 1 I : ~\.---~~-K-!J i 'I< ~ <br /> <br />/ ~:~-n----~ ' : LAv/~~'~,: / : <br />II I : I: 1 1/2" x 5 1/2 d \ ~ I <br />S':: : : : RECESS @ ENTRY \\~ -~': 7 ' <br />0... I I I I W /1 I I f12\ : / I <br />~:I : TUB I : C : I 1" PAST P.T.GREE ~ I: <br />01: ::,' " LAV : -VERIFY W/G.C 1\2Y ('f') : /: "f <br />, I I' \ ~ ~~ I , ~6 4'-4" 2'-8" ,6'-0112" LAV..,.., , ~ I <br />0' I I I \ I II II , ( 0 \ II ~ ~ -,,~ I ~, o:;t <br />3:: ,I I, '-"....... I~ "i?~ ;2 X 4 WA~L I \2Y '1 l ~llil / ' <br />J II J I;"'\. - - \\~/!L I I \" 1 I <br />: / ~==::-~~----~~=~---~::~ --, -, : I 0 I ~~-~: / : <br />r ---::~ - - - - - - - - - - - - - - - -. --'I"i , ~ 2x6 WALL _,~m_, ' <br />// T: -- - ,-- .'2x6 WALL ':,':-I;~-~-:-':':: I: I " - ~/_C_ (_ ~ I ~ ~ <br />'-; '~ ~ \~:===I=-====:====-=~ ('oJ _ _ ~ ~ : 0 <br />I , ;'1" ' _ _ _ - - - - - - - - - - -, ,- - -I: - -, /' I' I I , 0 ('oJ, <br />"" I I' l. - - - 111 L.J.1" I I! r - r :F=,I-r., I J I ::E <br />/' : ,'---------" r-.. : "'cv J w;:: .0. I , , I , . ('f') o:;t ".. : 0 ('f') <br />/ i ~~I~RL~~B PROVIPED : V~{EP-[ owri-". V : i ::~:l i . i -~ -:-~-:~=~ '~ <br />L : BY PLUMBER : v~ : : :,{: ~ '[{El~ECESS FOR _ :: ~' ~~~~~~:,j:~ <br />7 I ~ I I 00 I J9 I cx;J to SHOWER 4" -,r+'r I' .u <br />/ : (5E.l\ : : ~: / : ,I' .-' TUB '\'~ <br />7< I ~7 'I cx;J I' o:;t SEE FLOOR ---J :to : I~:/ <br />I - r-... I / I '" 'I / I o:;t ", ,.--i " , <br />I I" ~ ,--- _n___' _' 'n__ ----P!::AN-fORDiME-N-.- -n"K, ".., n__-:,-:-4_', / <br />~! ~ 2'-6" X 2'6" :~~O~LEV_~NL 2' ~ Ir l_Y}!_~~_~ lll-------l-~ r~ ~ ~~~t~~(~{~~~---~-~~~.('~ <br />/ ~ ~ WI (3) #5 E.W. BOT. r--. ~ ~ ' ~ / / / Jft/ / 'l) : I ':W.H:>= <br />/.: "" 12'-4", 1'''- 4' 0" 3'-8" ~ ~------n----- ~ I ',,) ~ <br />: '\_16" X 20' CONC. MONO. i /v ~ : I 7 <br />: ~ : FTG. WI (2) #5 RODS I 10 (/) 4" CONC. SLo.B ~: (I1\ / 1 <br />: / : (CONT) ~ i V ~ ~ WITH 8" THKN /.'.: 5'-8" \2Y I 14'A" / <br />: / : 2'-~ .L ~ 00 EDGE cx;J ~ : I <br />:/: :rV~: o:;t /: <br />: / ~n_ __n__W~g9WP_P~9nn__ --~ V : / : I [I) <br />: _ / JJ(, ) ~ 'I :if / ... : l=' : I ::s <br />~____n_________nn___n_n___'_ _____ ~-;- - - - - - - -I V : (/) <br />" /: I G <br />/~n______; (3\ / : I 6: <br />6' 0" / 3'-2" \2=Y: / : I <br />:~ "f ~: I <br />24" HIGH BU C I'- I C.J. <br />-/.1- <br />BASE ON I - - - - - - - - T - - - - - - - - <br />36" X 18" X 2" DEEP : / : <br />PAD WI (3) B RS : V : I <br />E.W. BOTTO~ : ~ : I <br />10'A" 2'-0" "f , r : """! <br />~ ~: /: 01 <br />( L \ , , <br />\2=Y :/: I <br />: /: I <br />:*: ~ <br />:/: I ~ <br />: /: I <br />: / : THICKEN SLAB @,GARAGE DOOR <br /> <br />I '-1-- - ------- --------- ------ <br />:...--- <br />, <br /> <br />40'-0" <br /> <br />f3\ <br />~S-Y <br />8'-0' <br /> <br />" <br /> <br />l 16'A" <br /> <br />8'-8" <br /> <br />15'-0" <br /> <br />5'-8" <br /> <br />10'-8" <br /> <br />" <br /> <br />" <br /> <br />l <br /> <br />15'-8" <br /> <br />q <br />I'- <br /> <br />~ <br />l1') <br /> <br />"f <br />to <br /> <br />~ <br />o:;t <br /> <br />"f <br />('oJ <br /> <br />o <br />~ <br />('f') <br /> <br />o:;t <br />, <br />('f') <br /> <br />~ <br />o:;t <br /> <br />q <br />('oJ <br /> <br />q <br />I'- <br /> <br />3'-2" <br /> <br />~ <br /> <br />:/ <br />'/ <br />/: <br />~, <br />-I <br />/, <br />/: <br />/: <br />-L...i:: 'j <br />I ~, ," <br />1/' UI <br />i /10SE <br />: / ~IBB <br />1- <br />Ir:~ <br />: / y 2 \ <br />: / ~ S-l J <br />/:~ <br /> <br />~: q <br />/ <br />/ <br />/ <br />1: / <br />.,.- .,.,. <br /> <br />cx;J <br />to <br /> <br />6'-2" <br /> <br />6'-2" <br /> <br />~ <br />S-l <br /> <br />q <br /> <br />I'- <br /> <br />I'- <br /> <br />12'A" <br /> <br />7'-8" <br /> <br />2'-0" <br /> <br />16'-0" <br /> <br />2'-0" <br /> <br />20'-0" <br /> <br />20'-0" <br /> <br />40'-0" <br /> <br />FOUNDATION PLAN <br /> <br />SCALE:1/4"==1'-0" <br /> <br />STEMWALL <br />HEIGHT (h) <br /> <br />0'-0"-4'-0" <br /> <br />4'-8" - 6'-0" <br /> <br />6'-8" . 8'-0" <br /> <br />NOTE: <br /> <br />1-STORY STEMWALL SCHEDULE <br /> <br />FOOTING DIMENSION <br />d b <br /> <br />NUMBER/SIZE OF BARS <br /> <br />LAT. <br /> <br />MAXIMUM <br />F.C. SPACING (O.C.) <br />IN STEM WALL <br /> <br />w <br />() <br />r- <br />o <br />z <br />w <br />o <br />~ <br />r- <br />o <br />o <br />LL <br />W <br />0::: <br />~ <br />::J <br />o <br />if) <br /> <br />w <br />~ <br />LL<(O:: <br />.00::0 <br />W l.J...LL <br />~~~~ <br />~-O:::) <br />><~O::O <br />O:::)l.J...u <br />o::ozU <br />CL"",W<( <br />CL""'~I- <br /><to<(o <br />WO::I-z <br />~LLW <br /><tzo::O <br />ow<tO <br />W~(f)O <br />I-<tzz <br />Ol-o<t <br />::JW-w <br />OD:::(/)~ <br />",<tZ . <br />W(f)W<(z <br />~z~ttQ <br />~QOo~ <br />o(f)D:::l-u <br />oinO~:J <br />LL"",(i:Uo... <br />W""'wOCL <br />~OI-a3<t <br /><t...J~ ...J <br />:::)...J .~...J <br />R' <t (f) 0 <t~ <br />VI D::: ...J ........ <br />w...JO <br />j>;;:ZD::: <br /><(0)<t0 <br /> <br />10" <br /> <br />W/ (3) #5 BARS <br /> <br />127.2# <br /> <br />6'-8" <br /> <br />4'-0" <br /> <br />2'-0" <br /> <br />t/) <br />Q,)Q)...J <br />(l)1a~ <br />Q,)._ 0 <br />Q,)UU; <br />~ ~ ~ <br />I t/) ~ <br />(I)~o... <br />Q,)c8 <br />- 'OJ) u: <br />ns'- - :::) <br />..t/)b::DJ <br />OQ)W <br />e"CU <br /> <br /> <br />W ~ 0 <br />I ~ ~ Z <br />1-. 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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 />"f <br />o <br />('f') <br /> <br />z <br />~ <br />o <br />o <br />0... <br />W <br />l- <br />(/) <br />w <br />t.:l <br /><( <br />D::: <br /><( <br />t.:l <br />o <br />I- <br /> <br />* NOTE: <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 />"f <br />00 <br />l1') <br /> <br />16" <br /> <br />10" <br /> <br />W/ (3) #5 BARS <br /> <br />210# <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 />(- <br /> <br />q <br />00 <br />('oJ <br /> <br />~- <br /> <br />20" <br /> <br />12" <br /> <br />W/ (3) #5 BARS <br /> <br />374# <br /> <br />24" <br /> <br />REBAR NUMBER/SIZE <br /> <br />BLOCK WALL <br />(1) #5 CONT. TIED <br />TO EACH VERT. <br />REINF. BAR <br /> <br /> <br />h" <br /> <br />,;f!rQ......Tjjji <br />"'''' W.M. TO BE <br />...~~ r~'" TIED TO #5 CONT. <br />REBAR <br /> <br />~ COMPACTED CLEAN <br />d" FILL <br /> <br />V SEE SCHEDULE <br />or /' FOR REINF. <br />STEM WALL FTG. <br /> <br />1-STORY <br /> <br />SCALE: N.T.S. <br /> <br />NOTE: <br />REFER TO DETAIL 34/5-1 <br />FOR TYP. 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