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<br />'PC'
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<br />
<br />2 x 6 TREATED WOOD BOTTOM PLATE
<br />OVER SILL SEALER
<br />
<br />Ii
<br />
<br />FRAME WALL OVERHANGS
<br />FOUNDATION WALL 1-112" -~
<br />~~
<br />~~'""-
<br />
<br />Pc 'Y?'P - d-,O\;;l- 0 C 0
<br />!5 P~~1
<br />
<br />~v
<br />
<br />r- INSULATION PROTECTION
<br />/ 2" RIGID INSULATION, MIN R-l0
<br />/ DAMPPROOFING
<br />/ 8" CONC FOUNDATION WALL
<br />+I~' ~ 0 ~ /' 2X4 TREATED STUDS @ 16" OC
<br />+ ,~,- R-15 UNFACED BATT INSULATION
<br />,,^ ^ ~ ' 1/2" GYPSUM BOARD
<br />
<br />"fiTr~~lili. " ,," ." ~'I//;-KEYORDOWELFTGTOWALL
<br />-lllkcc=IIL '," ,,~
<br />'III~~IIII_, ft ," ." ~ r(2)#5BARS,CONT.
<br />, '" -='~ 1111 = :1 ." "." .,,~ / /'- 2 x 4 TREATED WOOD BOTTOM PLATE OVER SILL
<br />" 1 ,."."~, / / SEALER
<br />
<br />COARSE GRAV:~L~:: :::E~~ '~~ ./ ~;I~':',r<.~ /// /:;~~~rL~~~3:t~!P:POR BARRIER
<br />
<br />~ ~ / C:"go ~j , 4' '2 / 2" RIGID INSULATION, MIN R-l0
<br />
<br />~-:~~O~~~~b _ _~_,,,,~__~'>;_ ~ ,> '_~~" ,,~: '~~k~ ~. ( , " ."" ""~" ~OM~AC:E~ G~N~LA~. F~LL , ',,, I
<br />
<br />I ,!/ cr l) () ,9, _ f-t= 0 I- 0_ ,,_ , ,,-! - - ,- - - - - - - -, - - - - - - -
<br />4" DIA. PERFORATED DRAIN , G ," F\ I' 'T 1 "'1'+ 'frn:ll:t-Wti:n"tTl~ J
<br />PIPE, SLOPED TO DAYLIGHT ----tj)-~;:-~... .t' ~"." .0'" '>
<br />I.. \; 0 ',,0 " -.....,.." " . "'," .. , . .' . · . . . .1
<br />
<br />----'-~~~ I I 1"4 I '
<br />
<br />2 #5 BARS CONT --/-------- T-l----'-T I
<br />I
<br />
<br />(2)#5BARCONT-~~ 1-1/2"-
<br />-----~~
<br />DECORATIVE STONE OVER PEA GRAVEL o~
<br />SLOPE GRADE MIN 2% -''''~
<br />
<br />Sl::'
<br />.~ /
<br />
<br />36'-0"
<br />1'-0,,1..---~ , --;1~-~~ ----~,----~---- 4'-0" 11'-7"
<br />
<br />~11!1 ~': ~---, TOW = 108'-5" ~- SIM~':-~~OW :~08~"-;':\ .. ! "-"---,-
<br />I 0 11'-6" 0 BOF-99'O" \ -- , ~-
<br />''''_____~I r ~"----i _-+-~ __ _ - - l \:~-" >>: :~;-. i~--------------~ COL & STOOP FOUNDATION ~ f
<br />
<br />i 1.- " " . , _ _ " . ',-">,," "/>::Co".-> .->:--:+:-;; "",- -,c- ". -.,' <.."," T .]:!t."
<br />TOW = 101'-5" J I' or:: ~ -~- --- ---------'------l---l I '~'. ,]. L--------"'- FLAGSTONE IN A MORTAR BED
<br />1 'li.' 1\ - ' \. 4" x 12" LEDGE 4" REINF CONC SLAB ....I I A '~' OVER 4" REINF CONC SLAB
<br />I: I' I \..."^'-. SUMP PIT TOL = 101'-5" OVER 6 MIL POLY VB BOF = 95'.6" ~.--""1 " OVER 6" COMPACTED
<br />I I' OVER 2" RIGID INSULATION TOW = 100'-0"-~/.r "GRANULAR FILL
<br />j_____ ---------fi:::' I Q Q-----FLOORDRAIN /';2 OVER 6" COMPACTED GRANULAR FILL I ' 1 SLOPE----Io-- ,> TOP OF STONE = 99'-9"
<br />i ,.::t.J1 _~UTILlTIES__ ~ci ~TOS=100'-0"_________ i L f..-,'. ....-.FLAGSTONESTEPS
<br />r',';;:::::=.J WATER ,--1 --- --:-;,
<br />:::fI'1 HEATER 1< ,. , ,.. ..... .;; "... .." , . ".J',".._,, ,<;0;.>;':- I
<br />TOW = 105-5"------- I, "j- I " '
<br />I BOF=9T.0"------ 11/ q 1 I - Y' :
<br />i ,. 1 I 1 2" X 6" LEDGE FOR SLAB AND INSUL , I,' i / TOW = 100'.0" i
<br />I ~ FURNACE I TOL = 99'-6" .../ I ,/ I
<br />i ' . 1 99'-7-1/2"x ~ BOF 95 6 ,
<br />I [', / UTILITY I R-l0 RIGID INSULATION BETWEEN I <: I'
<br />
<br />I ,oW' "',. ~~! : t:J S'"' I ..I S:::~:"","'ON wm I .. Ii T . ... I I,
<br />
<br />I \Q:Y I i\ ,':;, ," --::- . " ,.. .~ f I 4" REINF CONC SLAB j I i 14'.0" X 26'.0" CONC APRON l I;::;
<br />~ t TOW = 101-~'-=---- L[::II-~-'l-. 8"CONC W~L,fl g~~:~,,~~~~k~i~~~~~U~~R FILL 99'-7.1/2"x 1 II ~ ~ I ~C~;i~~~~~~~GARAGE<I' ->OO;::o_N,II
<br />I -T" I TOW = 100-0 TOS = VARIES ~ m i. MAX 10% SLOPE
<br />1 I f;' 8" X 16" FTG 1 I I ~ i 1 ~ I
<br />1 , " I ~ IX100'-0" BOF=98'-3-1/~" SLOPESLABDOWNl/8"~OOTTOWARDDOOR Ll i~ I I 1
<br />"'o~ 'Ii TOW = 100-0"-~~r,,,'1 I I I \Qj) 1 I
<br />,BOF=95-6~~I'1 I .. t
<br />1 1.\ I 99'-7.1/2"XI'; I-~----- I
<br />i ABO::~~~~ --~:'II I r 8" X 16" FTG (TYP) I' ! 1
<br />1;- --, // r 8" CONC WALL (TYP) I I :
<br />
<br />!\ ~.... ...,.,',',' ;--.,-' '" ,',',,: />""-=-""~~,,,,,,,,,,;,",~-,,,,<,,,,,,,/,,,'';-;O';-'-~:C::-;;~--=-.' 1 .~__ ~__
<br />
<br />l ,~. __-- u_ ~~_____um. ..... -~'O::~:;;;_/'-!" r
<br />: I <:;>
<br />I 00
<br />i
<br />..,
<br />,- 14" DIA CONC DECK FTG
<br />_I WI SIMPSON POST BASE
<br />CW "---~-------
<br />1'-91/4" 23/4'"
<br />------- .,-~--- -'-~-"'i-~---
<br />
<br />I
<br />I
<br />I C..QNCREJ_E
<br />I
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<br />[IT am ill ill m~ ill ffi
<br />ARCHITECT 0
<br />
<br />General Notes: Notify architect of any unusual soil and lor subsurface
<br />conditions encountered. Foundations are designed for a soil bearing presure
<br />of 2000 PSF. Slope exterior slabs away from building @ 1/8" per foot unless
<br />noted otherwise. Place footings on undisturbed soil that is free of organic
<br />material. Bottom of all footings shall be placed min 48" below grade.
<br />
<br />1.
<br />
<br />r-f------
<br />, -
<br />19
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<br />
<br />408 \Vest Leeson Street
<br />Spring Green, Wi 53588
<br />60&.588,7105
<br />
<br />2.
<br />
<br />Concrete Materials: Concrete shall be mixed using type 1 portland cement,
<br />20% fly ash and mineral slag (footings and foundation only) and appropriate
<br />clean, recycled aggergate with potable water. No calcium chloride shall be
<br />used.
<br />
<br />M
<br />
<br />in
<br />
<br />Juliekardatzke@Verizon.net
<br />jkorchltecture.com
<br />
<br />Concrete mixes shall achieve the following 28 day strengths:
<br />
<br />MAX AGG
<br />(IN,,)
<br />
<br />SLUMP
<br />(IN.)
<br />
<br />MIN
<br />CEMENT
<br />
<br />28 DAY
<br />STRENGTH
<br />
<br />USE
<br />
<br />3/4"
<br />3/4"
<br />3/4"
<br />3/4"
<br />
<br />5.00 BAG
<br />5.00 BAG
<br />5.25 BAG
<br />5,,50 BAG
<br />
<br />5"
<br />3"
<br />3"
<br />5"
<br />
<br />3000 PSI
<br />3000 PSI
<br />3500 PSI
<br />3500 PSI
<br />
<br />FOOTINGS
<br />WALLS
<br />INT SLABS
<br />EXT PAVING
<br />
<br /><:;>
<br />"
<br />N
<br />
<br />(/"\ FOUNDATION DETAIL - WEST WALL
<br />~)--Scale:3i4;;-;1;=O;" ...............--.....-- ......-..........._........~---....----
<br />
<br />3.
<br />
<br />Concrete reinforcing: Steel reinforcing spacings are given maximum on
<br />center, and all reinforcing is continuous unless otherwise noted. Bend
<br />reinforcing around corners. Lap bars at least 12". Position reinforcing bars
<br />with chairs and tie securely. Reinforcing steel shall conform to ASTM A,615:
<br />
<br />i
<br />1
<br />-------------~---~-~~----~~~----~~~----.~~-I
<br />I
<br />
<br />-"'-.
<br />
<br />#4 and larger -Grade 60
<br />#3 ties -Grade 40
<br />
<br />PINE BASE TRIM (TYP) .----.~,.~_ .~~~... :~-: ' /"" TREATED PLATE
<br />
<br />Z ~-' FRAME WALL OVERHANGS FOUNDATION
<br />c:::: ,>< ~....--/ WALL 1-1/2"
<br />~ \1 0'..:-
<br />,-"~ 1 ."
<br />c-= /' '. 1..lL2"
<br />
<br />
<br />TREATED PLATE __~//-/ ~IO' ,'.; .
<br />/~.. .
<br />4" x 12" LEDGE (NO LEDGE@STAIR/ / ~~. "." ...
<br />LOWER LEVEL LANDING AREA)-/ ~ . . ." ..
<br />
<br />S ..'
<br />
<br />//~I:"::...l.
<br />_oj !.? i
<br />l?' ,~
<br />~. 'I
<br />c::-~" "~, j
<br />~ ....
<br />R'" '. I"
<br />lS _~ [:
<br />R.'
<br />~.~ "
<br />~ ~. "'.
<br />KEY OR DOWEL FTG TO WALL .. -. \ G'2'. "I
<br />\~:""",,.,"
<br />k?- ~.n-t
<br />;.~ .lj.
<br />G'2 ~ . '" J'
<br />~~.,
<br />
<br />8'~ "1." i
<br />':2" r . ...~.
<br />~ 'I >, ~~ ~ ~... COARSE GRAVEL (NO FINES)
<br />\ 5"- .. '. ' .. .. j) Co 'ti~ / /"" FILTER FABRIC
<br />.. , . " .. " .. .. '.' .. .. . '." .,)~J,~'. ~....~Q~.~~---~-----':r()p~~t~~
<br />
<br />",'tn' .: . . "~o 0 [) 0' I
<br />'" lOJ '. . . :. L.. :.." .......' 0-J", ~ v I
<br />.... ''''to ",.. ".
<br />. .. .. .." ~... ~ __''':;_ __J
<br />01'4' I~'....
<br />or----~-~---f ".. /
<br />, ~. ~ 4" DIA. PERFORATED DRAIN PIPE,
<br />~_ SLOPED TO DAYLIGHT
<br />
<br />
<br />..~ 2 #5 BARS CONT
<br />
<br />Reinforcing protection cover:
<br />Footings: Bottom and sides = 3"
<br />Walls: Top and Sides = 2"
<br />
<br />:0>
<br />
<br />,
<br />I
<br />I
<br />,
<br />_L
<br />
<br />Reinforcing - floor slab: Floor slab reinforcing shall be polypropylene fiber as
<br />manufactured by "Fibermesh Co,", mixed into concrete at the rate of 1.5lb
<br />per cubic yard"
<br />
<br />4.
<br />
<br />/ GRADE MIN" 1/2" PER FOOT
<br />FOR FIRST TEN FEET (TYP)
<br />
<br />.-IIIi=-:lill'-lii
<br />I111 ~=:~ 1111..-1111=::
<br />~"""I ill-II i , ==:: I '
<br />--'111=111=
<br />"" ----11'1--1"1'-
<br />I -----=: i I .
<br />
<br />Control Joints: Place control joints maximum 20' on center.
<br />
<br />5.
<br />
<br />6"
<br />
<br />Finishes:
<br />Floor slabs: Smooth trowel finish
<br />Exterior paving: Broom finish
<br />
<br />Sill anchor bolts: 1/2" steel anchor bolts @ 48" oc. Embed in concrete min 7".
<br />Place within 18" of wall corners.
<br />
<br />7.
<br />
<br />i
<br />[..--
<br />
<br />36',0"
<br />
<br />1
<br />I
<br />,
<br />1
<br />,
<br />t
<br />
<br />INSULATION PROTECTION
<br />2" RIGID INSULATION, MIN" R.l0 TO TOP OF FOOTING
<br />DAMPPROOFING
<br />8" CONC FOUNDATION WALL
<br />2X4 TREATED STUDS @ 16" OC
<br />R-15 UNFACED BATT INSULATION
<br />1/2" GYPSUM BOARD
<br />
<br />L~t-
<br />
<br />! G)
<br />7'-91/4" = 8'.0" I
<br />.,...._.~_._------- --~,,------.__..__._-----..j..-
<br />
<br />G)
<br />,
<br />.... ....4-.
<br />
<br />8'.0"
<br />
<br />InsJJlatJ'!_dSJaPAs,s.embly
<br />4" REINF CONC SLAB
<br />6 MIL POLYETHYLENE VAPOR BARRIER
<br />2" RIGID INSULATION, MIN. R-l0
<br />6" COMPACTED GRANULAR FILL
<br />
<br />I'Kt1.ES_TQEQUt'-lDATl.0.t'-IJ=>.LAN
<br />1, DIMENSIQNS ARE TO. EDGE QF CQNC WALL UNLESS NQTED QTHERWISE.
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<br />f'll!IY Only;
<br />FINISH FLOOR
<br />SUBFLOOR
<br />TREATED SLEEPER ;----...
<br />\
<br />
<br />M.
<br />1/\1
<br />
<br />GRANULAR BACKFILL
<br />
<br />(;)
<br />\...../
<br />
<br />FOUNDATION PLAN
<br />Scale: 1/4" = 1'=()"-
<br />
<br />EXACT ORIENTATION TO BE DETERMINED
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<br />TREATED WOOD BOTTOM PLATE /..
<br />OVER SILL SEALER -------.I
<br />
<br />G)-~c~~:NBft.~IR~" DI~I61'=..J\j_QI3Tf-l}'l.lJ\L,=__..____..
<br />
<br />,-----'---_._-
<br />
<br />This Document, The Ideas And
<br />Designs Incorporated Herein As
<br />An Instrument Of Service, Is The
<br />Property Of Julie Kardatzke
<br />Architect, LIe, And Is Not To Be
<br />Used In Whole Or In Part Without
<br />Prior Written Authorization Of
<br />Julie Kardatzke Architect, LIe.
<br />
<br />/ . - 2 x 6 TREATED WOOD BOTTOM PLATE
<br />'-./ OVER SILL SEALER
<br />::;-::~ (2) #5 BARS CONT,
<br />
<br />~""" ~ Uninsulated Slab_Assembly
<br />>c:-;:~ / 4" REINF CONC SLAB
<br />.. ""' I 6 MIL VAPOR BARRIER
<br />
<br />.", ";,. ;; ,; ",' .r. '" '" '" '" '" to. "
<br />
<br />.~, 0.' .
<br />
<br />,
<br />
<br />1-'''' \
<br />.0 "
<br />
<br />r " , \.. 4" DIA. PERFORATED DRAIN PIPE,
<br />.. __' SLOPED TO DAYLIGHT
<br />
<br />FRAME WALL OVERHANGS
<br />FOUNDATION WALL 1-1/2"
<br />
<br />UTILITY ROOM
<br />
<br />GARAGE
<br />
<br />..~
<br />....
<br />1-112"-.
<br />
<br />TREATED WOOD BOTTOM PLATE fl_____ 112" GYPSUM BOARD
<br />OVER SILL SEALER---\ --~ //'"
<br />2X6 STUDS @ 16" OC
<br />. ? // 5/8" TYPE X GYPSUM BOARD
<br />#5 BARS CONT. --"'\ \ 5 ~
<br />
<br />r- Sl b A hi \ \ /--lrIS.\l.La!~.<L$Jj)b_Assembly
<br />:!~~~~:~~~~:t~: ~'\, \\ 5 II ~"~~I~fpcg:i1~I~R
<br />
<br />6" COMPACTED GRANULAR FILL \ \ ~ I 2" RIGID INSULATION, MIN. R-l0
<br />2" RIGID INSU~TION, MIN. R.l0 \ ~ .. 6" COMPACTED GRANULAR FILL
<br />
<br />~ :~:1~:(~~~~6. ~~AB "..".."" (~8 ~O~IZ~NT~LL~) "^- \ d" ,,>:..R',;:" "" "', " .. . ,~.. .. ..... '..",!~~ ~:o~~~
<br />'I!:lr"I",~ "
<br />,m^"j..o", ~' .
<br />
<br />v" " ..I ....'. .. r ~ 2" X 6" LEDGE FOR SLAB AND
<br />/ ~;/~. ~. - 00 I INSULATION
<br />(2) #5 BARS CONT" p.-./, ''1
<br />
<br />KEY OR DOWEL FTG ~O WALL p__1'~:~--I I
<br />
<br />~ TOP OF GARAGE SLAB
<br />\.- VARIES: SEE 4/0,1
<br />
<br />MIN, 2" CLEARANCE BETWEEN BOTTOM OF
<br />STONE AND FUTURE PAVING BELOW
<br />
<br />, <0
<br />
<br />,
<br />
<br />
<br />Project ID
<br />
<br />I WALL BEYOND: SEE 3/0.1.~ I I ,- CAULKED EXPANSION JT
<br />i GARAGE SLAB-- ~ ~
<br />\ I I #4 BAR @ 12" OC . DRILLED IN GARAGE SLAB
<br />#4 BAR @ 36" OC .. \ I
<br />I \ ! /' r- CONC APRON - 112" BELOW GARAGE SLAB
<br />. ,I ~ II
<br />J...:! '.' . ""'.' '.' ,,,
<br />I'~~,,\.,V ^- I~I' ,.., ."0,
<br />...01. "li1111liTI
<br />. -- ;;IIII~
<br />'. 11==1'11=
<br />"_,^!l~ -. .." I_
<br />v . ;--,1111 I
<br />~
<br />
<br />#1103
<br />
<br />PROTECTIVE COATING ~
<br />2" RIGID INSULATION, MIN. R-l0
<br />8" CONC FOUNDATION WALL
<br />
<br />" "
<br />.
<br />
<br />Date
<br />
<br />- '1\ 6
<br />
<br /><e>
<br />
<br /><>-
<br />
<br />1-:_ '" "
<br />
<br />02/15/2012
<br />
<br />,
<br />
<br />IHn:1:i+TP~+ - ,-
<br />
<br />'1'
<br />
<br />-!T'~ 'IT
<br />
<br />;I ,
<br />f..r. ; I;., 1//- ,(2) #5 BARS, CONT.
<br />KEY OR DOWEL FTG TO WALL j..
<br />I' . -I.
<br />~1-oJo1 I
<br />(2) #5 BARS, CONT. . ~~ " '1"' ~
<br />---- 1.0... -- . I
<br />~I-C" .Lc- <i 00 I
<br />
<br />I "'1'-~" '" . (t
<br />, or "'i
<br />
<br />Revision
<br />
<br />0.1
<br />
<br />~~~\ GARAGE APRON
<br />\..._.J Scale: 3/4" = 1'_0"
<br />
<br />C~~C~~3~~;S~~~-6I--IjQlJ~I::"YA'='=----...---. ........-~
<br />
<br />('-;\)_.fQ.lJf\J.PJ\I!Of\jJ::>.E:.!J\IL'~~9U.JH_'N AL'=________
<br />\..v Scale: 3/4" = 1'_0"
<br />
|