|
<br />J
<br />00
<br />U"l
<br />
<br />l'
<br />o;;t
<br />o;;t
<br />
<br />0:::
<br />W
<br />20
<br />O-l
<br />f=::J
<br /><(a:l
<br />U.........
<br />g~
<br />itS(
<br />0:::<(
<br />WLL
<br />>0
<br />
<br />C?
<br />o;;t
<br />...-1
<br />
<br />" CONC, SLAB <(
<br />~ rVlTH 8" THKN ~
<br />5'-2" 4'-0" 3'-0" ~i75en ~ DGE 14'-4" ~ 4'-6" 5'-4" 3'-8" ,(35\ TYP. @
<br />,- ___ _ __ _ _ _ __ _ __ _n _ __ __ _ __ __n _ _n ---t-~IIJ-- _ _ _ __ _ _ _ ?~~~ _D_q\y~_~! ___~ _ ___ ___ _ ___ _ ___ _ __ _ __ __ !.rV~99.YY _O.?.'~_ __ _ _ _ _n _ _ _ -,\2Y ALL CORNERS
<br />
<br />I I
<br />I 'ja/ / /){(/ / / J 111/ "'k/ /1 V / /-J( All _ I~/ / oj / /1V / /V / / I ( / /-J( /. :
<br />I / I -------i-ijix-sl/2- RECi~'-s------ ---- - ----- ----- ---- ---- ~ V :
<br />@ SGD (I5\
<br />
<br />I \2Y
<br />: / : I: ~ W/3000 PSI CONC, GROU : /: ~
<br />: / : : _____ NOTE: THICKENED FOOTING FROM FTR. TO BEM : / :
<br />II / II ~ ~ REINFORCING TO BE CONTINUOUS Wjl#5 REBAR VEf1 , : / :
<br />(5E,l\ 0:0- ~ THRU PAD FOOTING TYP. U.N.O. ABOVE SLAB, TYPIC'\L / :
<br />: ::: i ~ ---~ ~ @ALLPLACES SHONN : ~ :
<br />1:1 ~- 1:1 ~"\ 0"","'" HOOKED FTG, DOW LS 17" : 7' I
<br />-0.."" :\-~ EMBEDMENT WI 2~ " : / :
<br />I / I 2'-6" X 2'-6" X 1'-0" I EXT, ABOVE SLAB -.-l/ (1\
<br />:1 ~ :1 WI (3) #5 E,W, BOT, :1: 411 3000 P61 CONG 6LAB WI : ,J(/ ~
<br />1/1 II; I I o;;t
<br />: / I : 6X6 10/10 W W M G~ AIR 6UPPORTED : / I J.,
<br />i ~ I i PER FBG, OvER 6 i11L vl6QUEEN i ~
<br />iL/ -. ~ I : vAPOR BARRIER" TREATED FOR TERMITEe : /
<br />( .1. \ I I I : /
<br />: / ~ ;-l : NOTE: PLUMBER TO VERIfY LAYOUT DWV SIZES I /
<br />I / l-ll I BEFORE CO~STRUCTION BEGINS ~
<br />I 1<(1 I ...-1 : ?
<br />: .{ I :~ : ...-1 : /
<br />: r : : '-' : IALL FOOTTI NGS 0 C'?: /
<br />I, / I 121 I MIN. 12" BELOW GRAD M ,....
<br />I 10::1 I ..., I _ I
<br />II/I 1<( I c-.. I ~
<br />I IW I : /:
<br />: / : la:ll I I I
<br />
<br />I : /:
<br />'-' :: 12'-2" : ,~ i 27'-10" I ,.i: ~
<br />17 i"---......,=+ .
<br />n..1 '1 I I ,~
<br />01 4'-71h" 2'-8" 4'-101/2" L: 7'-11" '" 19'-11" I / : ______
<br />~ ~ : ~~ - -1- - - -- - : ~ :
<br />~ , 7 I c~=-=-y-~-~T - , i / :
<br />
<br />'... I" II II I / I
<br />
<br />~ I I ~\.---~~-K-! ~ i ;k/: ~
<br />V~h-~ I LAV;/"~: L :
<br />'-' fZ : : : :! ~E~~~SX ~ ~~~RY ~ \\~,,-~y17 I
<br />g,: I: W C : I 1" PAST P,T.GREE ~ ( 12 \ ~ I / :
<br />~: : TUB: i " "LAV : I i -VERIFY W/G,C \2Y M i ~:: l'
<br />P:: :: " II 1/ "'~\\ : I : (6\ [, 4'-4" 2'-8" ,,6'-01h" LAV ~:::,~ I ~ o;;t
<br />~I ,-II I I '_I"...., '~r ;2 X 4 WAL;L I 1 \2::)1 "'l "il ,010) II / I "'f
<br />I '="'" Il ) I I" "\.- - \\ /(k I I I \\ 'I I
<br />I /,II,,-_O_J II I ~__~ I I ~_ 1'1/ I 00
<br />I '+-------_____....L_-_-~~~o!.______, --- ---' I I I~, I --: I U"l
<br />7 f---'~--:--------;,:-..::.-:-:-~--' : I : 2x6 WALL qJ I 1 <::--'.
<br />~~~:-:::::::-~~ / '- I ,---,' 0 ~ c-.. W/C , I - ...
<br />':'b /;/1/: 2x6WALL::::: ~ : : ...-1 ~;:::I:~-=,==:====-=+- ~ ~ ~-"C::8 N
<br />II"~ :-1 I c___,1 U"l ~--I--- ------- ---~ r-r;-~'-'-1 ~ : 1 I I I:E.'
<br />~l~_-:~~J ~ j ~DRAI~c-U-NE-'; ~ : 3Y,J-u ~ __ ~. : i i-~ -l i ..~ ~ ~ ',-~I ~_~ : ~ M
<br />L__ ----', / : UNDER SLAB PROVI )ED : /S;TEP [OWN ~I' V : 'L____.J' ~ ~( _: uu____~ : .,.
<br />
<br />i ~ : BY PLUMBERi5El\ i; i 0/: i ~ i : . ~ '~i~~~~;r ~ !~<? ~5~~~~~'\,~ i '1
<br />
<br />: 'j< : \2Y "-.... I / I c-.. : / ~___ ____u, J ,_u_ --nptAN-fOR-D1ME#.- ___~, "":.~ ____:.-;.~::/~: /: o;;t
<br />: ~! ~ 2'-6" X 2'-6' :~~O~lEV~Nl" ~",~ l_~!~"_~ .lllmm_l__! ~ : / ~(.( /" / (~>: ~~~~rr-;~~~ :
<br />: / " :; WI (3) #5 EW. BOT. ~ ~ 1 / / / ;k/ / ~: 1 ,,:V,Hy;: ~
<br />I / : " 12'-4" I I 4' 0" 3'-8" j ~_________n__ 'I --: L: c-..
<br />/: "~16' X 20" CONC. MONO. : / ~ : 1 : 7 :
<br />~ i ~gN~/ (2) #5 ROOS ~ i ~ ~ ~ X;T~O~~T~~~B ~ i 5'8" laD I 14'4" : j i
<br />/ : ,,2'-~ ~ ~ 00 EDGE ~ I mil : / i
<br />: ~ l___ u____W~g9yy9J'~9__u__ __j ~ i o;;t i ~ i I i ~: ~
<br />I ''''''''/ 11III : I -' : a:l : / I
<br />l_~_~_~~~~_u_____u____n~~_'_ ~__!:" ;T" - - - - - - po -: - : 1 ~ : / :
<br />1/: 1 I : /:
<br />1/1 U I -' I
<br />1/1 I ~ 1_
<br />: / : u- : / :
<br />: 1 1 :/:
<br />: ~: 1 : /: .
<br />: 7'" 1-1 - - - - _c.~ _ _ _ _ _ _ _ _ _ _ .l *: l'
<br />1 -I 1/1 Ln
<br />1/: I I
<br />: / : 1 : /[tOSE
<br />: ~ : I : / ~IBB
<br />)"': .... :J'"I
<br />/: 01 :/(2\
<br />, I 1 ~6 : / ~ S-l)
<br />/1 :/i"--"
<br />~ I S-l :~: C?
<br />/ 1 @ ivi ~
<br />/ 1 :/:
<br />/ _1__ ____T_HIC~:~_~~~_~~~ARAG~_~~~R - ---:i-J ~ i
<br />~ ...... ... ..,.... I
<br />I
<br />
<br />l'
<br />O'l
<br />...-1
<br />
<br />''--
<br />
<br />l'
<br />1O
<br />
<br />~--
<br />
<br />~
<br />00
<br />...-1
<br />
<br />Co.
<br />
<br />l'
<br />M
<br />...-1
<br />
<br />40'-0"
<br />
<br />f3\
<br />\2-Y
<br />
<br />8'-0'
<br />
<br />'"
<br />
<br />1 16'-4"
<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 />1
<br />
<br />9
<br />~
<br />
<br />~
<br />
<br />@
<br />S-l
<br />
<br />Lf)
<br />
<br />~
<br />o;;t
<br />
<br />l'
<br />1O
<br />
<br />~
<br />o;;t
<br />
<br />"'f
<br />c-..
<br />
<br />o
<br />.-;'
<br />M
<br />
<br />l'
<br />M
<br />
<br />9
<br />
<br />~
<br />
<br />3'-2"
<br />
<br />6'0"
<br />
<br />vl-- - _u - - j
<br />/ 3'-2"
<br />/
<br />
<br />~
<br />
<br />1(3\
<br />\2Y:
<br />l'
<br />
<br />24" HIGH BU CK'""
<br />BASE ON
<br />36" X 18" X 2" DEEP
<br />PAD WI (3) B~RS
<br />E,W, BOTTOM
<br />
<br />l'
<br />M
<br />...-1
<br />
<br />f2"\
<br />\2Y
<br />
<br />10'-4"
<br />
<br />2'-0"
<br />
<br />6'-2"
<br />
<br />6'-2"
<br />
<br />9
<br />
<br />~
<br />
<br />12'-4"
<br />
<br />7'-8"
<br />
<br />2'-0"
<br />
<br />2'-0"
<br />
<br />16'-0"
<br />
<br />20'-0"
<br />
<br />20'-0"
<br />
<br />40'-0"
<br />
<br />FOUNDATION PLAN
<br />
<br />SCALE:1/4"::::1',O"
<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 />1-STORY STEMWALL SCHEDULE
<br />
<br />FOOTING DIMENSION
<br />d b
<br />
<br />NUMBER/SIZE OF BARS
<br />
<br />LAT.
<br />
<br />127.2#
<br />
<br />210#
<br />
<br />374#
<br />
<br />MAXIMUM
<br />F,C, SPACING (O.C,)
<br />IN STEM WALL
<br />
<br />6'-8"
<br />
<br />w
<br />()
<br />I-
<br />o
<br />Z
<br />w
<br />~
<br /><:(
<br />I-
<br />o
<br />~
<br />w
<br />a::
<br /><:(
<br />::)
<br />o
<br />(j)
<br />
<br />W
<br />~
<br />LL<(O:::
<br />.00:::0
<br />W LLLL
<br />~W"",f-
<br />O"",Z
<br />~-o::>
<br />x~o:::o
<br />O::JLLu
<br />O:::OZU
<br />n.."",W<(
<br />n..""'~f-
<br /><(0<(0
<br />wO:::f-z
<br />O:::LLW
<br /><(zo:::o
<br />ow~O
<br />W~(/)O
<br />f-~ZZ
<br />o 0<(
<br />::>w-w
<br />oo:::(/)~
<br />(/)<(Z .
<br />w(/)w<(z:
<br />e"z~EtQ
<br /><(000f-
<br />t;iJ.i 0::: f-(3
<br />oiEO~::J
<br />LL"",a:Un..
<br />w""'wOn..
<br />o:::of-~<(
<br />~ z.......J
<br />::>...J-O:::...J
<br />o(/) <i! (/). 0 <(~
<br />O:::...J........
<br />w...JO
<br />:::::J>~zo:::
<br />~o>~o
<br />
<br />10"
<br />
<br />16"
<br />
<br />WI (3) #5 BARS
<br />WI (3) #5 BARS
<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 />l'
<br />o
<br />M
<br />
<br />2
<br />~
<br />o
<br />o
<br />n..
<br />W
<br />f-
<br />iJ)
<br />W
<br />'-'
<br /><(
<br />0:::
<br /><(
<br />c..:I
<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 />10"
<br />
<br />20"
<br />
<br />w c..:I 0
<br />I ~ ~ Z
<br />1-. (/) 3: U) -
<br />e"zw <(U)...-l
<br />(/)~Qo O:::NU) (I)
<br />. 01-0 O...-l'*!: Z
<br />ffiz<(u w~~Li 0
<br />W~~e" II'*!:. i=
<br />~(/)-z f-f-...JlJJ :J
<br /><..:l0:::S315 o:::LLLL.Q.. ..J
<br />2WCL-l 00. ~ 0
<br />WO(/)5(/)LLz~r5 (I)
<br />WZ(/)enZOO Q Z
<br />I ::> Z w Q ~:P= Z a: ~_
<br />f-O::SI(/)<(O:::~::)
<br />6ZCLf->W~Oca (I)
<br />~ IW(/) a:' UJ
<br />tnt'5<i!~O:::o<i!ca: c
<br />W O:::3:MZo:::.lJJ ....
<br />en 8 ::> 0 ~ ::J c( c( ....
<br />w...Jf-~~Of-...J::C C
<br />I3:UCL wua:o a:
<br />f-ofi~~Gfi~:E ~
<br />8 ~ tn 8 3 iJ.i tnoo Li
<br />
<br />(/)
<br />(1)Q)...J
<br />(l)1U~
<br />(1).- 0
<br />(1)UiJ.i
<br />~ ~ ~
<br />I (/)0
<br />C'-' g:
<br />(l)co
<br />(1) ~I\ ~
<br />-VNLL
<br />ns'- -
<br />~(/)b:
<br />OQ)w
<br />e"Cu
<br />
<br />~f1
<br />~=:JO
<br />~<(aJ
<br />
<br />(/)
<br />w
<br />o
<br />e"
<br />Z
<br />o
<br />...J
<br />::>
<br />en
<br />
<br />...J
<br /><i:
<br />0:::
<br />f-
<br />~
<br />o
<br />(/)
<br />(/) w
<br />o u
<br />038 8:~
<br />w r--- 0 LL
<br /><..:l ('\J M-t
<br />zM MO
<br /><(...J M M
<br />0::: LL C';J C';J
<br />o .00
<br />,~coco
<br />(/) CL co 00
<br />I.{) 0 ~~
<br />-tCLOO
<br />0'1 ~ <;j" o;;t
<br />
<br />12"
<br />
<br />24"
<br />
<br />W/ (3) #5 BARS
<br />
<br />
<br />
<br />Z
<br />Q
<br />
<br />...:
<br />f-
<br />E
<br />o
<br />(/)
<br />(/) LL
<br />.2MI.{)(3
<br />eno('\Jz
<br />g~c;jw6
<br />eM ' ...J W
<br />ctl...J<;j"<(f-
<br />0... LL .-1 0::: ~ .-1
<br />oo::>u
<br />'ro~f--(!)
<br />(/).ocOU~.-1 W
<br />a. <;j" ::J f- 0'1 I-
<br />.-100:::0:::'<(
<br />I.{) a.If-WO 0
<br />O'I~Q.(/)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 />REBAR NUMBER/SIZE
<br />
<br />BLOCK WALL
<br />(1) #5 CONT. TIED
<br />TO EACH VERT,
<br />REINF. BAR
<br />
<br />(
<br />
<br />----------------------------------------------------- ~
<br />
<br />
<br />2" VTR 1
<br />
<br />I
<br />I
<br />1
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />,
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />,
<br />I
<br />,
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />,
<br />I
<br />,
<br />I
<br />
<br />
<br />
<br />
<br />
<br />
<br />-----------------------------------------------------~
<br />
<br />9
<br />00
<br />c-..
<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 />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />
<br />
<br />~
<br />
<br />
<br />h"
<br />
<br />::::;Xl .w,M, TO BE
<br />
<br />,-"r~~~ ~I~:A::::C::::LEAN
<br />d" FILL
<br />t I; SEE SCHEDULE
<br />7' FOR REINF,
<br />STEM WALL FTG.
<br />
<br />l-STORY
<br />
<br />SCALE: N,T,S,
<br />
<br />NOTE:
<br />REFER TO DETAIL 34/5-1
<br />FOR TYP. STEP FTG.
<br />
<br />3" VTR
<br />
<br />SINKS
<br />
<br />
<br />LAV LAV
<br />W/C
<br />1-1/2 '
<br />
<br />TO SAN, SEWER
<br />
<br />PLUMBING RISER
<br />NTS.
<br />
<br />3" VTR
<br />
<br />o
<br />O)(f)
<br />O.....J
<br />O.....J
<br />I
<br />N-
<br />L()I
<br />~S
<br />~LLJ
<br />~-
<br />L()>
<br />~~
<br />>-LLJ
<br />0:::0:::
<br />OU
<br />1-0
<br />ZO)
<br />Wt-
<br />>0
<br />~.....J
<br />
<br />o
<br />o
<br />IJ]
<br />W
<br />I-
<br />- 0
<br />::J
<br />ZUl~t'
<br />DOr-t'
<br />_ > J N
<br />Ul .J Cl' U1
<br />- [l] 0 I
<br />> IJ] Cl'
<br />(iWMIJ]
<br />0:: M t'
<br /><( 0 n I
<br />a. I .J M
<br />UJ I.L r-
<br />~I-<(ro
<br /><(UJll'
<br />... W r-
<br />~ ~
<br />....
<br />Z
<br />o
<br />o
<br />IJ]
<br />
<br />o
<br />z W
<br />Z
<br />~U)c.:J 0
<br />U):r:-
<br />WI-U)W::J
<br />oZU):::!<::
<br />O-:r:>
<br />~:::i!t=$:U)
<br /><::NWO::~
<br />c.:J-'l;;(oo
<br />Zo::ooO
<br />:!:OwwU
<br /><::LLO:r:<i!t;
<br />0:: I-w~
<br />0::J0::U)~
<br />~;;~oo::
<br />~~<::~G
<br />
<br />N(/)
<br />.z
<br />~O
<br />N-
<br />'t""'i(/)
<br />>
<br />w
<br />0:::
<br />
<br />I.{)
<br />o
<br />........
<br />-.-1
<br />u.........
<br />f-M
<br /><(CL
<br />0'10
<br />I.{)........
<br /><;j"<(
<br />.-10
<br />'~
<br />~~
<br />
<br />UJ-I
<br />0-1
<br />~~
<br />
<br />o:::~
<br />0W
<br />Z~
<br />w(f)
<br />wO(V)
<br />~ -I 0
<br />~ <( 0
<br />Z$C\J
<br /><.(
<br />--l
<br />a.
<br />
<br />w ~
<br />0:::
<br />() >-LLZ
<br />zf-O
<br /><(Z-
<br />I- ZW~
<br />-(/)>
<br />O oz 15
<br />t30<l:
<br />::>uO
<br />Z OZa:
<br />~~g
<br />I- n.. - LL
<br />I ~~<i!
<br />wwO:::
<br />~ en I f-
<br />f-f-iE
<br />Of-U
<br />a:: Z::> ,
<br />>-OCL
<br />~ ~~ 8
<br /><ro:::W
<br />O ..Jw~
<br />n..zo
<br />,.... (/)ZI
<br />~ -<((/)
<br />~~::>
<br />
<br />SHEET NO,
<br />
<br />CL
<br />0:::
<br />o
<br />U
<br />w
<br />~
<br />o
<br />I
<br />(/)
<br />::>
<br />M
<br />o
<br />o
<br />('\J
<br />@
<br />
<br />3
<br />
<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />March 01, 2005
<br />
<br />FOUNDATION
<br />
|