|
<br />12" DEEP CABINET
<br />ABOVE REFRIGERATOR
<br />
<br />VE~r~~''----I2'-42''----I2'-42''
<br />
<br />1
<br />
<br /><tl
<br />
<br />
<br />~
<br />
<br />~
<br />-'
<br />
<br />,--------, i
<br />SlUff J
<br />
<br />L2'-I"~'~2'-"'~2,-",.J
<br />VERIFY
<br />
<br />SHELF
<br />
<br />SHELF
<br />
<br />AD ABLE
<br />SH VES
<br />
<br />o
<br />-'
<br />
<br />REFRIGERATOR
<br />
<br />
<br />AD ABLE
<br />SHE VES
<br />
<br />
<br />1
<br />
<br />HALLWAY BREAK STATION
<br />SCALE: 1/2" = 1'-0"
<br />
<br />qll _ 4111
<br />
<br />-r
<br />
<br />42" MI
<br />
<br />;Z
<br />f
<br />
<br />"
<br />
<br />GRAB BAR
<br />
<br />GRAB BAR -
<br />
<br />fJr~
<br />'"7 ~
<br />Ir.....
<br />Jitl
<br />r--
<br />
<br />0-
<br />
<br />FINISH FLOOR
<br />HATER GL05Ef
<br />
<br />HATER GL05Ef
<br />
<br />RESTROOM FIX1URES 4 ACCESSORIES
<br />RESTROOM DETAILS
<br />SCALE: 1/2" = 1'-0"
<br />
<br />;.
<br />
<br />;.~
<br />
<br />- 3 1/2' 11f<&\D5
<br />
<br />- 3 1/2' 11f<&\D5
<br />
<br />rn
<br />
<br />3/4' OIA. X n'lOO6
<br />A. BOlT A-36 51ffl
<br />
<br />I' DlA. X 20' lOO6
<br />A. BOlT A-36 51ffl
<br />
<br />~
<br />
<br />VERlF1' BOlT OIA. W ,
<br />t'fT AlllllLDItlG DR.AJ-lIOOSi
<br />
<br />w
<br />
<br />w
<br />
<br />
<br />TYP. ANCHOR BOLT
<br />SCAlE, I 1/2'" 1'-0'
<br />
<br />TYP. ANCHOR BOLT
<br />SCAlE, I V2'" 1'-0'
<br />
<br />CONCRETE 4 REINFORCING STEEL SPEC.
<br />
<br />
<br />I. sam!.E OF GOIl:A<E1E MIX ~
<br />21> OAY MlNIl-tM
<br />5Tml5TH coorr
<br />
<br />MAX A66REGAlE
<br />OtWI
<br />
<br />SlIM'
<br />OtWI
<br />
<br />4POO PSI 6 BA6
<br />3POO PSI 5 BAG
<br />3POO PSI 5 BA6
<br />
<br />3'
<br />5'
<br />5'
<br />
<br />3/4'
<br />3/4'
<br />11/2'
<br />
<br />A.OOR SlAOO
<br />HAllS I PIERS
<br />FOOrn55
<br />
<br />2. GOIl:A<E1E E!Q'OSED TO rEAmER ~AlNING HAllS, OOTSlDE SlAOO, WIlKS, aJRllS, ErG,
<br />OOT EXCI.l!JING E!Q'OSED FaIDAT!ON HAU), SIJAll CONTAIN 4 TO 1 PERCEIlf AIR IJY VOl.IM:.
<br />3. DElIVERY T1CKET5 FGl< EACH LOAD OF GOIl:A<E1E !JElMRID TO 1HE J::il3 SIJAll Ef FWNI5IfD
<br />UPON REGlf5T TO 1HE ENGINEfR TlGKET ItfORHAT!ON SIJAll CONTAIN All PERTltfNT DESIGN
<br />ItfORHAl1ON, ItUIlJING m:mr OF HAlER ADDED AT J::il35IlE, IF NlY.
<br />
<br />4. FEINFORGING 51ffl SIJAll GONFORM TO AS1M A615-6RADE bO, EXC.EPT THAT 13 BARS SIJAll
<br />Ef GRADE 40. IfAIRPlNS TO Ef GRADE bO.
<br />
<br />5. lAP All HORIZONTAl RBtf'ORGlNG AT 5P1JeES AND AI<OlW CORNERS 24 BAR DlAt'fTERS,
<br />MINlttti, I.!U55 OOlED 0llfRliSE.
<br />
<br />6. SlAB FEltf'ORGlNG SIJAll Ef IO()% POlYl'Ra'l'lBf" 5YN1\ET1(; FIEfRS AS MAttfAGTlJRED IJY
<br />FIEIERMEl1 GO. MIX AT 15l1J5. PI:R aIlIG Y MD.
<br />
<br />1. CONFIRM All AIffi)R BOlTS AND FaIDATION DIMENSIONS HlTH AIffi)R BOlT f'\.AN Rl1NlSffiJ
<br />IJY t'fTAlllllLDItlG 1f'6. VERlF1' GENTER LItES OF PIERS AND THAT All6A5E PlAlfS Hill RllY
<br />EfAR ON GONGFE1E PIERS. OOTIF1' ENGINEB< OF NlY DI~1E5 PRIOR TO M!<ING GONGI<ETE.
<br />
<br />e. 00TIF1' EN611ffR OF NlY tw>IAl5OlL CONDITIONS. FaWATIONS ARE DESIGNED FGl< A SOIL
<br />6EARJNG ~ OF 2POO PSf,
<br />
<br />CONCRETE REINFORCING PROTECTION
<br />
<br />FOOllN65 - 6OlTOM I SIDES -- - - - 3'
<br />FOOllN65 - TOP -- -- -- - -- - - - 2'
<br />HAllS - EX1ERIOR EXPO:lJRJ: - -- . - 2'
<br />HAllS - Itm:RlOR EXPO:lJRJ: - - - - - - I'
<br />PIERS (OVER TIES) - - -- - _. -- - - 2'
<br />
<br />1-
<br />;Z
<br />f
<br />d)
<br />
<br />;Z
<br />f
<br />~
<br />
<br />~
<br />~
<br />
<br />MIRROR
<br />
<br />5"
<br />~ MIN.
<br />
<br />;Z
<br />TOP f
<br />~
<br />r:-
<br />
<br />
<br />~ "
<br />,~
<br />-'
<br />in
<br />
<br />~ Ir
<br />01 i:;
<br />
<br />
<br />PROVIDE ItatAlW DRAIN PIPE
<br />COVER AT EXPo:ID PlP1E5
<br />
<br />2'_611
<br />
<br />_r
<br />
<br />~
<br />
<br />~
<br />
<br />~
<br />-'
<br />
<br />
<br />j
<br />l
<br />
<br />L2'-6"
<br />
<br />AD
<br />SHE
<br />
<br />
<br />f
<br />
<br />3'-O'~2'-O'~
<br />
<br />3'_311
<br />
<br />SHELF SHELF
<br />
<br />ABLE
<br />S
<br />
<br />ADJU TABLE
<br />SH VES
<br />
<br />ADJUSTABLE
<br />SHELVES
<br />
<br />REFRIGERATOR
<br />
<br />\---------,
<br />
<br />SINK BASE
<br />
<br />.
<br />DISH HASHE
<br />
<br />l
<br />.
<br />
<br />3'-O,,---L2'-O'~
<br />
<br />2
<br />
<br />BREAK ROOM
<br />SCALE: 1/2" = 1'-0"
<br />
<br />-
<br />l-
<br />I
<br />
<br />-
<br />()
<br />'T
<br />
<br />1
<br />/1 " / -;; "
<br /></ // /" /- / /
<br />
<br />221-811
<br />
<br />3'-5%'~
<br />VERIFY
<br />
<br />@
<br />
<br />@
<br />
<br />/ / ;-- ---/ ----
<br />- /:_j/-:-j--~--~<_/
<br />
<br />o
<br />
<br />CD
<br />
<br />@
<br />//
<br />
<br />CD
<br />
<br />o
<br />
<br />o
<br />
<br />(3)
<br />
<br />CD
<br />
<br />PRECAST PLANK PLAN
<br />SCALE: 1/4" = 1'-0"
<br />
<br />.-;; // ./' /' "/'
<br />
<br />
<br />/7// /'/,//,/"/f~-/~-/~/
<br />
<br />- ---r <1
<br />,
<br />.
<br />
<br />k
<br />b
<br />v
<br />.
<br />
<br />y
<br />.
<br />t/
<br />
<br />411
<br />
<br />, ,
<br />)/
<br />
<br />; / !
<br />
<br />"
<br />
<br />212,1-811
<br />
<br />,1
<br />
<br />
<br />'--- ~
<br />
<br />
<br />%"
<br />
<br />12" DEEP CABINET
<br />ABOVE REFRIGERATOR
<br />
<br />o
<br />-'
<br />
<br />NOTCH PLANK
<br />///,{/;t:j, ""~,,,ROU~p COLUMN
<br />I :":~lll
<br />; ~,/ /! = ,----'-
<br />-' j
<br />"i Gi)'
<br />/1 t
<br />I
<br /><1 ~
<br />'Hi
<br />I;
<br />/ -
<br />fl -()
<br />/!
<br />, I
<br />/, I
<br />I _
<br />.. 'T
<br />'~Hi
<br />/1 =
<br />)
<br />i ()
<br />~
<br />, , I
<br />,-/1
<br />'-H-
<br />I '\l
<br />"'H;'
<br />/ ;
<br />)
<br />/1 =
<br />) ()
<br />, ;
<br />/1 I
<br />I
<br />
<br />~i r
<br />
<br />; A =
<br />r") ()
<br />i /j I
<br />) "t
<br />'H NOTCH PLANK
<br />'~j () AROUND COLUMN
<br />) I
<br />/1 ~
<br />,IH
<br />/1 =
<br />()
<br />I
<br />/i ~
<br />'H',
<br />' ,
<br />/j
<br />,", -
<br />
<br />()
<br />!
<br />j I
<br />fi "t
<br />H
<br />
<br />'-.I
<br />, ()
<br />I
<br />/i I
<br />"~oj
<br />,i 'T
<br />H
<br />()
<br />,J. I
<br />' i
<br />1"t
<br />,
<br />)
<br />/'
<br />
<br />/
<br />
<br />
<br />
<br />
<br />
<br />,- //
<br />
<br />STEEL STAIR
<br />LANDING
<br />
<br />NOTCH PLANK
<br />AROUND COLUMN
<br />
<br />,
<br />I-
<br />i-'
<br />!/
<br />
<br />5:> -'\
<br />
<br />.;- !--
<br />t"
<br />
<br />'il ,I ')
<br />
<br />,(!i\
<br />r" Ilj-
<br />;xx:...:=1 .::xx-.
<br />T -, ~08,illlli,
<br />'f "f "'1- ~
<br />
<br />//// '/ '/'//
<br />
<br />~,~J:
<br />13 "
<br />
<br />IXI (/(
<br />
<br />/ // / /
<br />
<br />///
<br />
<br />I,
<br />
<br />IXI
<br />
<br />FILE STORAGE
<br />03.iJ'~~-
<br />
<br />, / / / /,' '/ '/
<br />
<br />I
<br />,I'
<br />
<br />IXI
<br />
<br />",x
<br />II ' lHilS.eX
<br />1/ O::2J2.f'
<br />
<br />j i'
<br />",
<br />
<br />-"--'r '
<br />
<br />(
<br />'ii
<br />
<br />',' / '/
<br />
<br />'//'-///-/
<br />tm\EX ,
<br />;xx:
<br />
<br />',' I;
<br />
<br />~,
<br />", ,
<br />. --~
<br />.. .
<br />~ 'it 0'
<br />
<br />;','V,le
<br />
<br />
<br />,': :
<br />
<br />:
<br />
<br />M
<br />
<br />NORTH
<br />
<br />CEILING PLAN
<br />SCALE: 1/8" = 1'-0"
<br />
<br />
<br />,nL ,/6; TnT,'/Z/;;;"
<br />"i/,'""
<br />:1, S.J,k~LE; I
<br />1101 -'-
<br />
<br />.:xz+
<br />
<br />. --,
<br />
<br />X 8tjlP; ~ '
<br />
<br />,i" /f/ '
<br />
<br />',I' //
<br />n'
<br />I
<br />;xx:,.,
<br />
<br />X ~~CE ~- ~ -- lt6if,E;
<br />'iill" I. ::xx:
<br />'/-, ,.
<br />- (.) : '\ I !;; \
<br />
<br />// /("'/,/"'//""",,::,' ,',,/, ',,"
<br />" " ' 1
<br />
<br />/ ,IJ,:7 ,'/ I
<br />
<br />'.'
<br />n ., '''' y:
<br />
<br />..
<br />
<br />, ,
<br />+ ~,
<br />:xx: ,
<br />'- --
<br />
<br />81~li~
<br />~,i\
<br />P'st1
<br />
<br />i
<br />~_.
<br />'Xx: i
<br />.,-.
<br />I
<br />:---
<br />ffi iJel;
<br />
<br />:::;XX::.
<br />.' ,';
<br />! ',6\ i
<br />
<br />..
<br />/ :\
<br />( I') ~
<br />
<br />X / i
<br />
<br />-- 8ftF
<br />-,
<br />::xx: /
<br />
<br />'.
<br />j'\
<br />,I , _ ") \
<br />
<br />R6" MIN'=if
<br />24" 211 II
<br />H1N. H1N.
<br />
<br />
<br />TOPr
<br />~
<br />-'
<br />in
<br />
<br />
<br />VERIF1' BOlT OIA. W
<br />t'fTAlllllLDING DRAHlN65i
<br />,
<br />,
<br />,
<br />;
<br />,
<br />
<br />
<br />'0)
<br />IXI
<br />STORAGE
<br />[[;,blJ-
<br />
<br />/ - "," / / / - /',
<br />'i. JANITORS CLOSET I' \/
<br />'. Il':,j[]---------: "','
<br />I~\.IXI
<br />. 'i/:'
<br />Ii ..1-'
<br />
<br />j .MfI~"
<br />- , ." " l12IQJ
<br />"XX
<br />. x- E~....~......
<br />[J ?7 i . [Jf ,'!f.9M!'l! _L "
<br />--- ~
<br />~-C-.---~_ ~_ __I.'
<br />i....::xx: I
<br />- t- I' -"\
<br />/'/U U I
<br />/ --
<br />/ Y y'~,
<br />/i- !\ .~ --- __I !\ - ii\ ;'
<br />/ -- --' -' --' ~- ..'
<br />\
<br />'/ -i-- - ~- CAR jf)=-~
<br />/ 1f:2~JdY.!.
<br />
<br />
<br />.....x t'x...
<br />;;: f--'-- --' -
<br />I~ 1 ~
<br />..--+- I
<br />
<br />/,/
<br />
<br />I
<br />r,; ,
<br />
<br />1--
<br />I
<br />
<br />:' ;
<br />, ,
<br />
<br />X
<br />I
<br />
<br />CO, 8!!h R
<br />[J2' r --
<br />
<br />~---
<br />
<br />~) ,
<br />
<br />~
<br />
<br />..:xx...
<br />
<br />;xx:,.,
<br />I fz;) i
<br />::xx: ..
<br />I
<br />
<br />/
<br />
<br />::xx:
<br />
<br />,~ --~,
<br />
<br />:xx:::
<br />
<br />.::x:<..
<br />
<br />1--
<br />
<br />;xx:::
<br />
<br />1
<br />-"
<br />::xx:
<br />!
<br />~ ?YTtR
<br />n!j
<br />
<br />!-- '- ,-----
<br />
<br />--
<br />~
<br />
<br />I'
<br />11'.
<br />
<br />\;leE AR
<br />129
<br />
<br />OF J~
<br />wE]
<br />X
<br />c--~~l--, -
<br />
<br />- 1--- 1--- -.
<br />
<br />,,-.-
<br />
<br />I r-
<br />X--I
<br />
<br />;xx:...
<br />
<br />I
<br />1/ - ~
<br />I
<br />I~
<br />1/
<br />
<br />I'
<br />I
<br />
<br />,<.)l;1;).\];
<br />W$iJ
<br />
<br />~-
<br />
<br />--'--.
<br />
<br />"XX
<br />i
<br />-r-
<br />I
<br />t-
<br />I
<br />;xx:,.,
<br />
<br />-~--
<br />
<br />/,'; -~.~
<br />
<br />::xx:
<br />I
<br />
<br />;xx:...
<br />I
<br />
<br />-- :---.
<br />
<br />, ~j,.!
<br />
<br />ft!
<br />J.::.1l
<br />
<br />;xx.
<br />
<br />;;xx:.
<br />~!l&
<br />10 u
<br />
<br />:xx:::
<br />
<br />-+---.-
<br />
<br />;:0:::
<br />
<br />x
<br />
<br />"eHJi.. B.Qf;J;1 i
<br />., +--
<br />;xx.
<br />
<br />-
<br />
<br />,
<br />in) "
<br />
<br />.::::xx::::
<br />-f~--
<br />
<br />eu 1t;;j,E SP CE
<br />IIz T'
<br />..--~
<br />
<br />- i-~'-'~ C-'
<br />
<br />'Xx:
<br />
<br />"XX
<br />~--i~
<br />
<br />;xx.
<br />
<br />;\ .'
<br />O}~I
<br />:xx:::
<br />8t DC":
<br />
<br />,--~.~
<br />
<br />I :<<
<br />
<br />:xx:
<br />
<br />'" ---:----
<br />----~.
<br />
<br />I
<br />1-,,- .,,-- '_11'_ ~"
<br />i
<br />I
<br />
<br />.::xx:....
<br />
<br />x
<br />
<br />"XX
<br />
<br />::::xx.::
<br />
<br />Inn.,
<br />~1~ &Q ill uK
<br />
<br />+-- ---
<br />
<br />::::xx.::
<br />
<br />'---
<br />
<br />;xx.
<br />
<br />:xx:::
<br />
<br />;xx:...
<br />
<br />::xx:
<br />
<br />;xx:
<br />
<br />I
<br />
<br />._-""" \
<br />/1') \
<br />
<br />I~'
<br />
<br />~-
<br />
<br />--J---
<br />:xx: I
<br />I I
<br />I \ (q i i (I ,,'> j
<br />;:0:::, ! . /
<br />.'.2I;hp::
<br />lll~ _
<br />c- \-
<br />X
<br />1 ,'-
<br />." 1 I
<br />
<br />. '///d;,"HL~i,..,,~in '/727>. ....... ....;, ..
<br />
<br />~-
<br />
<br />,DF ICE
<br />ITI T
<br />
<br />-,
<br />
<br />..~, 1--1-'"
<br />
<br />, Ii'
<br />00 :xx:
<br />I
<br />I~\ ':g!
<br />,/
<br />
<br />)/
<br />/ ---~)(
<br />
<br />I
<br />:xx::: 6F&B
<br />I
<br />1 \ 18)' \ ii" i
<br />--
<br />:xx::: ..... \ ../ ~
<br />I" -- of ICE
<br />0:1 if
<br />
<br />ill ICE
<br />UJ IT"
<br />
<br />I
<br />;;xx:.
<br />I
<br />
<br />'..
<br />i7' \
<br />
<br />:::;xx::
<br />
<br />-"XX
<br />, ..1"
<br />IIi';; ')1
<br />
<br />'Xx:
<br />I
<br />\1(;5 i
<br />.x.. ..........!
<br />!i';JCE;
<br />w4Y
<br />
<br />;xx:...
<br />I I
<br />I' ,,,,
<br />\ ,U) j
<br />;xx. I' i
<br />
<br />.'
<br />rq~ ICE
<br />~ _~i.t_ ~ ~_
<br />
<br />OF .i.C_E; V
<br />mC]
<br />, .~
<br />^
<br />
<br />o FleE
<br />L118
<br />-" '
<br />
<br />-. -;xx::: t
<br />
<br />" '. "',,.,) H
<br />'I. . ......,.. ''''''.' ',17"
<br />
<br />'/, ,,,,
<br />
<br />~;7/U,
<br />
<br />.., j
<br />
<br />:xx:
<br />
<br />:xx:
<br />
<br />;xx:,.,
<br />
<br />T.
<br />, JL/L .
<br />
<br />rQUAL SPACINiS---of
<br />
<br />"
<br />:.
<br />
<br />
<br />SlffL PLATE TO T
<br />VERnGALS TO FL (lYP J
<br />
<br />I 1/2' 0 D. DIA
<br />
<br />STEEL TOE PLA
<br />
<br />l........
<br />8
<br />...J
<br />u..
<br />Cl
<br />~
<br />Z
<br />u:
<br />8
<br />It
<br />()
<br />()
<br />...J
<br />u...
<br />Cl
<br />~
<br />Z
<br />u:
<br />
<br />.' :, ','-. ~
<br />'4 :.
<br />
<br />'" -~
<br />
<br />-: ,-': "
<br />
<br />:. "i'---..
<br />
<br />J7
<br />o
<br />-'
<br />
<br />SlffL PIPE GOLUMNS
<br />BOLTED TO FLOOR (TYP J
<br />
<br />I_Oil
<br />
<br />22'-8"
<br />
<br />STAIR NOTES:
<br />· (20) RlSERSllbl5/1b' EAGH (1/4' SlKJRT OF TOTAL HEIGHT)
<br />· II' HIDE STEEL GRATE TREADS
<br />· SlffL CLOSED RISERS
<br />· FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICAnON
<br />
<br />3
<br />
<br />STAIR ELEVATION
<br />SCALE: 3/8" = 1'-0"
<br />
<br />, .~,
<br />
<br />PRESIDENT & OWNER
<br />DAVID GUNDERSON, P.E,
<br />dave@gundersondeslgnbulld.com
<br />608.697.6724
<br />VICE PRESIDENT
<br />MICHAEL MAAS, AlA
<br />mike@gundersondesignbuild.com
<br />608.697.8510
<br />ARCHITECTURAL DRAFTSMAN
<br />JAMES BURKHARDT
<br />jim@gundersondesignbulld.com
<br />608.742.7151
<br />SUPERINTENDENT
<br />WILLIAM SARDESON
<br />biil@gundersondesignbulld.com
<br />608.617,4777
<br />OFFICE MANAGER
<br />CHRISTINE DALY
<br />chris@gundersondesignbulld.com
<br />608.742.7151
<br />
<br />
<br />I
<br />
<br />~~ilr
<br />
<br />I--
<br />
<br />NOTICE:
<br />THESE PLANS AND THE
<br />IDEAS EXPRESSED THEREON
<br />ARE CURRENTLY AND SHALL
<br />REMAIN THE EXCLUSIVE
<br />PROPERTY OF GUNDERSON
<br />CONSTRUCTION CO.
<br />USE ONLY WITH PERMISSION
<br />
<br />--
<br />
<br />~
<br />o
<br />xO>
<br />O~
<br />~s:
<br />Z .
<br />:::>LU
<br />00
<br />O~
<br />'-0::
<br />NO
<br />go..
<br />
<br />E
<br />~I'- 0
<br />LO (X) 0
<br /><<c-("\I "ri
<br />~~ E
<br />;! ;! 6,
<br />o:i o:i 'w
<br />00 <1l
<br /><0 <0 "0
<br />c:
<br />o
<br />LU l!?
<br />Z <1l
<br />~X -g
<br />o..iE a
<br />
<br />I
<br />'I'"
<br />
<br />--
<br />
<br />.
<br />Q
<br />U
<br />Z
<br />Q
<br />-
<br />Z....
<br />CU
<br />CD::>>
<br />a:: a:
<br />.........
<br />ca CD
<br />zz
<br />=a
<br />=U
<br />
<br />:E
<br />cc
<br />LU
<br />....
<br />=
<br />....
<br />-
<br />:=
<br />a:a
<br />z
<br />CD
<br />-
<br />en
<br />LU
<br />=
<br />LU
<br />U
<br />-
<br />>
<br />a:
<br />LU
<br />en
<br />....
<br />....
<br />:=
<br />&&.
<br />
<br />
<br /> f.)
<br /> ....
<br /> ....
<br />z u; N
<br />0 a: c:::l ~
<br />i= c:::l CI: II)
<br /><( t; c:::l ~
<br />::E a: II)
<br />Q;; = z Ii
<br />0 e: c:::l
<br />u. 5 ti
<br />~ fn
<br />Z
<br />I- c:::l a.. u.I
<br />() f.) a:
<br />w = C)
<br />..., fn N
<br />0 = ... ...
<br />Q;; .... ,.. u.I
<br />c.. a.. c:::l
<br /> C)
<br /> CD
<br /> u.I
<br />
<br />1
<br />
<br /> PLAN DATE
<br /> 08.10.2010
<br /> REVISION DATE BY
<br />- -
<br />- -
<br />- -
<br />- -
<br />- -
<br />
<br />SHEET NO
<br />
<br />3.2
<br />
<br />CEILING PLAN & ELEVATION~
<br />
|