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<br />i-STORY STEMWALL SCHEDULE
<br />
<br />STEMWALL
<br />HEIGHT (h)
<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 />0'-0"-4'-0"
<br />
<br />10"
<br />
<br />16"
<br />
<br />4'-8" . 6'-0"
<br />
<br />20"
<br />
<br />W/ (3) #5 BARS
<br />W/ (3) #5 BARS
<br />
<br />210#
<br />
<br />4'-0"
<br />
<br />TYP. @ f35\
<br />ALL CORNERS~"
<br />
<br />10"
<br />
<br />127,2#
<br />
<br />6'-8"
<br />
<br />374#
<br />
<br />6'.8" . 8'.0"
<br />
<br />12"
<br />
<br />24"
<br />
<br />W/ (3) #5 BARS
<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 />
<br />REBAR NUMBER/SIZE
<br />
<br />WALL
<br />(1) #5 CONT. TIED
<br />TO EACH VERT,
<br />, REINF, BAR
<br />!
<br />
<br />;'~A}:::C::::LEAN
<br />
<br />~ FILL
<br />V bIt I/~SEE SCHEDULE
<br />r '7 FOR REINF,
<br />STEM WALL FTG.
<br />
<br />hIt
<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 />* 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 />NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF
<br />STEMWALL DURING UNEVEN BACKFILL CONDITION
<br />
<br />NOTE: MAXIMUM HT OF STEM WALL
<br />@ 8'-0"
<br />
<br />SINKS
<br />
<br />3" VTR
<br />
<br />
<br />3" VTR
<br />)~
<br />
<br />TUB
<br />W/C~
<br />LAV
<br />~
<br />2" V
<br />
<br />2"
<br />
<br />TO SAN, SEWER
<br />
<br />PLUMBING RI5ER
<br />NTS.
<br />
<br />I
<br />,
<br />
<br />
<br />~------------------------------------
<br />
<br />8'-8"
<br />
<br />15'-0"
<br />
<br />(3\ 40'-0"
<br />~-9
<br />8'-0" 1
<br />
<br />15'-8"
<br />
<br />1
<br />
<br />10'-8"
<br />
<br />5'-8"
<br />
<br />..
<br />
<br />16'-4" 1
<br />
<br />"'f
<br />00
<br />LC)
<br />
<br /><( 4" CONC. SLAB
<br />~ WITH 8" THKN ~ ~J
<br />3'-8" 5'-4" 4'-6" I 14'-4" EDGE ('I') ~co @ 3'-0" 4'-0" 5'-2"
<br />---------- ---~~QQ~-g~~~-- --------------------- -~- - ~J~f_g9~~?~~_____ -- --~-~-t----- -------------------------------,
<br />:Ii /'It' / /1 / / 'if / / ,d/ /V / /." - ~ y~ / / / /k./ / 'A I~li/ / /~/7 iii :
<br />
<br />~ r-------- -----------------------------------T~JDX ~'.RECESS------- -----rrr-- ~'DOW-OP'G--------------1 ; i
<br />
<br />LV: INDIC ,TES FILLED CELL ~ c;:>: I: ~ : .i: c;:>
<br />I/': W/30)0 PSI CONC. GROUT r-- :: : /" r--
<br />: V : FROM FTR. TO BEAM NOTE: THICKENED FOOTING ________! I : :
<br />: V : WI it 5 REBAR VERT. REINFORCING TO BE CONTINUOUS ~: : /
<br />: V ABOV SLAB. TYPICAL THRU PAD FOOTING TYP. U.N.O. ~ ~ r5E.1\ : /
<br />: -6 : @ ALL PLACES SHOWN ~ ~ ~ : /
<br />, /: HOOK D FTG. DOWELS 17" ~~"0~: ;:
<br />: V : EMBE)MENT WI 25" ,"""'~: /
<br />~ V : EXT. ~ BOVE SLAB : I : 2'-6" X 2'-6" X 1'-0" /
<br />~ ~ i 4" 3000 P61 CONC. 6~AB WI (10\ i i i WI (3) #5 E.W. BOT. ~ ~:
<br />~ ! ~ i 6X6 10/10 W W M Cl-4AIR 6UPPORTED ~ : ! i ; I LC) M
<br />: IL PER FBC, OVER 6 MIL VI6QUEEN : I : / :
<br />i ~ vAPOR BARRIER 4 TF EATED FOR TERMITE6 : I : (1\ ~ ~ :
<br />: V NOTE: PLUMBER TO VERIFY LAYOUT & ~~rv SIZES Ij ~ : / :
<br />: l* BEFORE CONSTRUCTIO" BEGINS II~: : / :
<br />I V I ~::I,{ :
<br />i V : ~ I ALL FOOTTINGS l (;)'-': "'f
<br />I I"" LC) MIN. 12" BELOW GRADE I'~i: /: (0
<br />: V N L5: I / :
<br />: V ICO: / :
<br />I I : I
<br />00, :1 l:;:: 27'-10" , I 12'-2" :: I
<br />.~ I s:' -"
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<br />____ 19'-11" 7'-11" 4'-10112" 2'-8" 4'-7112" 0
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<br />V :~"1- (12\ F ECESS @ ENTRY Ii: : : ~
<br />/ : ~ \.S-l) " PAST P,T.GREEN I: W C :: TUB: 0 0
<br />1./ ('I') ~ \ERIFYW/G.C -, LA',' \ I I I ~ ~
<br />~ : 1-7",...LAV 6'-0112" ~ 2'-8"" 4'-4" ~ ~ I : 1-<' ~ I': I : 8 ('I')
<br />V ~JtO II l ~ ( 6 \ I ~X4WALL\'~~' 21 ;-:--/:,: l J: 3:
<br />,i\~{"1- l 0 ~y , _~~" ~_____~I,---O-.-/II
<br />'__ ~ I O"l 2x6WALL I ~ I: ':-- :==-============~--~--=-----=i /
<br />~ ~-)W!_C, ~ -.: -:-=-======="=_=~~,~~:~~.. ~ , I! ~ r~-::-~-:12x6wALL-J~--: j r:r~?::-o~:-::~-n
<br />~ ~ :,: t, l \: t, ;='":+~:!~i r-tY-- -------- -r-~-' ~ :~---; I, / l...u t:: ~ :\1:1
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<br />1 :~ DRPIN LINE ~~_,-..._-_____~~
<br />~: ~ ),======="2 =~ '~ : ~----j: ~j1~p DO VN-3~5/ UNI[ ER SLAB PROVIDED II / IL---- --.
<br />I V:I /----" ~I ~ ~ LO~Tr ~ /, V I ~ I
<br />: , I :,/~BC5009 ' :: ~ ~ ~ SS FOR (0 'j( I 1.,( BY LUMBER 11'/ -.
<br />: :I~ TUB _ '____ ~I, ;:: I.. WER 4" ~ / O? : ~, t5EJ\
<br />: ::, ~ ~,,:: L- SEE FLOOR ~ <:t / <:t O? I V / \S-7 ) :1 ~
<br />: VI"~..::u-~ :k;' -~--- -PtAN-FOR1)1MEN.u-~ ----~ ~u____ --- ~: / ~ .,
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<br />I}'" : : 1.1"" co I 16" X 20" CONC. MONO.-/ /.
<br />V : I (li\ : V 4" :ONC, SLAB ::s /: 0 FTG. WI (2) #5 RODS ~
<br />V : I \ST7 : V WI H 8" THKN ~ D': r-.:. (CO NT) P
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<br />HOSE; I : : P D WI (3) BARS
<br />BIB~ ~ I I ~ I E.W. BOTTOM
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<br />\S-l) I V (2\ M
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<br />
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<br />
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<br />
<br />FOUNDATION PLAN
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<br />SHEET NO.
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />April 12, 2005
<br />
<br />FOUNDATION
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