CHAMPAIGN COUNTY COURTHOUSE ADA...CHAMPAIGN COUNTY COURTHOUSE BROOKENS ADMINISTRATIVE CENTER BE...

CHAMPAIGN COUNTYCOURTHOUSE

BROOKENSADMINISTRATIVE

CENTER

BE Project No.

15029Expiration Date of Seal:

Checked By:

Drawing No.

Drawing Title

t 217.363.3375f 312.440.2303www.baileyedward.com

1103 South Mattis AveChampaign, IL61821-4829

©2016 Bailey Edward DesignDesign Firm License No. 184-001962

Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

KS

90% CONSTRUCTION DOCUMENTS

TK

08/31/2016

CHAMPAIGN COUNTYCOURTHOUSE ADA

RENOVATION101 EAST MAIN STREET

URBANA, IL 61801

CHAMPAIGN COUNTYBROOKENS

ADMINISTRATIVE CENTERRESTROOM RENOVATION

1776 EAST WASHINGTON STREET URBANA, IL 61802

BID DOCUMENTS09/08/2016

G000

COVER SHEET

VICINITY PLAN



URBANA, IL 61801PROJECT NO.: 15029

BID DOCUMENTS

NORTH

TITLESHEET

G000 COVER SHEET

B-G000 GENERAL PROJECT INFORMATION AND DRAWING INDEXB-G001 BUILDING PLANB-D100 RESTROOM DEMOLITION PLANSB-A100 RESTROOM PLANSB-PD100 PLUMBING DEMOLITION BROOKENSB-P100 PLUMBING NEW WORK BROOKENSB-E100 FIRE ALARM NEW WORK BROOKENS

C-G000 GENERAL PROJECT INFORMATION AND DRAWING INDEXC-D100 SECOND LEVEL DEMOLITION PLANSC-A100 SECOND LEVEL PLANSC-A101 RESTROOM ADA PLANC-A102 RAMP DETAILSC-PD100 PLUMBING DEMOLITION COURTHOUSE

CHAMPAIGN COUNTYBROOKENS ADMINISTRATIVE

CENTER RESTROOM RENOVATION1776 EAST WASHINGTON STREET

URBANA, IL 61802PROJECT NO.: 15029

DRAWING INDEX

ITB # 2016-009

BROOKENS ADMINISTRATIVECENTERBROOKENS

ADMINISTRATIVECENTER

BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

KS


TK

08/31/2016



URBANA, IL 61801





SITE PLAN

B-G000

GENERAL PROJECTINFORMATION AND

DRAWING INDEX

CHAMPAIGN COUNTYBROOKENS ADMINISTRATIVE

CENTER RESTROOMRENOVATION

1776 EAST WASHINGTON STREETURBANA, IL 61802

PROJECT NO.: 15029

BID DOCUMENTSVICINITY MAP

NORTH

ABOVE FINISHED FLOORACCESS PANELACOUSTICAL TILEACTUALADDENDUMADDITIONALADJUSTABLEAIR CONDITIONAIR HANDLING UNITALTERNATEALTERNATE BID ITEMALUMINUMAMERICAN INSTITUTE OF STEEL CONSTRUCTIONAMERICAN IRON & STEEL INSTITUTEAMERICAN SOCIETY OF TESTING MATERIALSAMOUNTANODIZEDAPPROXIMATELYARCHITECT, ARCHITECTURALAREA DRAINASPHALTAVERAGE

BASEMENTBEAMBENCH MARKBETWEENBLOCK, BLOCKINGBOARDBORROWED LIGHTBOTH FACESBOTTOM OF - - - - -BRICKBUILDINGBUILDING LINEBUILT-UP ROOFINGBASE PLATE

CABINETCAPACITYCARPETCAST IRONCATCH BASINCEILINGCEMENTCENTERCENTER LINECERAMIC TILECHANNELCLASSROOMCLEANOUTCLOSETCOLD WATERCOLUMNCOMPRESSIBLECONCRETECONCRETE MASONRY UNITCONFERENCECONSTRUCTIONCONTINUOUSCONTRACTORCONTROL JOINTCONVECTORCORRIDORCOUNTERSUNKCUBICCUBIC FEET PER MINUTE

DEMOLITIONDETAILDIAGONALDIAMETERDIMENSIONDOORDOWELSDOWNDOWNSPOUTDRAWINGDRINKING WATER FOUNTAIN

EACHELECTRICELECTRIC WATER COOLERELEVATIONELEVATORENTRANCEEPOXYETHYLENE PROPYLENE DIENE MONOMEREQUALEQUIPMENTEXHAUSTEXISTING

OUTSIDE DIAMETEROVERHEAD

PAINT, POINTPAIRPANELPLASTERPLASTIC LAMINATEPLATEPLYWOODPOLYVINYL CHLORIDEPOUNDS PER CUBIC FOOTPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPREMOLDED JOINT FILLERPROVIDE

RADIUSREINFORCED, REINFORCINGREQUIREDRESILIENT BASERETURN AIRREVISED, REVISIONRIGHT HANDRISERSROAD, ROUNDROOF DRAINROOMROUGH OPENINGROUND HEAD MACHINE SCREW

SECTIONSERVICE SINKSCHEDULESHEETSHEET METALSIMILARSPECIFICATIONSSQUARESTAINSTAINLESS STEELSTANDARDSTEELSTORAGESTRUCTURALSTRUCTURAL CLAY TILESTRUCTURAL GLAZED TILESTRUCTURAL TEESUSPENDEDSYMMETRICAL

TELEPHONETEMPERATURETEMPERED PLATE GLASSTHICKTOILETTOILET ROOMTOILET TISSUE DISPENSERTONGUE AND GROOVETOP OF/ - - - - TREADSTYPICAL

UNDERWRITER'S LABORATORYUNLESS NOTED OTHERWISEUNDERSIDE

VENTILATIONVERIFY IN FIELDVERTICALVESTIBULEVINYL COMPOSITION TILEVINYL TILEVOLUME

WALLBOARDWATERWATER CLOSETWATER HEATERWATERPROOFWEIGHTWELDED WIRE FABRICWITHWITHOUTWOODWORKING POINT

YARD

EXPANSION JOINTEXPOSEDEXTERIOR

FIBER REINFORCED POLYMERFINISHFIRE ALARMFIRE DEPARTMENT VALVEFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE HOSE CABINETFIXTUREFLAT HEAT MACHINE SCREWFLAT HEAD WOOD SCREWFLOOR DRAINFLOORFOOT, FEETFOOTINGFOUNDATIONFULL SIZEFURNACE

GALLONGALVANIZEDGAUGE, GAGEGENERALGENERAL CONTRACTORGLASS, GLAZINGGLAZED TILEGRADEGROUND FLOOR INTERRUPTERGYPSUM

HANDICAPHARDWAREHARDWOODHEADHEATERHEATINGHEATING/VENTILATING/AIR CONDITIONINGHEIGHTHIGH POINTHIGHWAYHOLLOW METALHORIZONTALHOT WATERHOUR

INCH, INCHESINCLUDE, INCLUDINGINFORMATIONINSIDE DIMENSIONINSTRUMENTINSULATIONINTERIOR

JOINT

LABORATORYLAMINATELAVATORYLEFT-HANDLINEARLIVE LOADLOW POINT

MACHINEMAINTENANCEMANHOLEMANUFACTURERMASONRYMASONRY OPENINGMATERIALMAXIMUMMECHANICALMETALMEZZANINEMILLIMETERMINIMUMMISCELLANEOUSMOUNTEDMOUNTINGMULLION

NOMINALNOT IN CONTRACTNOT TO SCALENUMBER

OFFICEON CENTEROPENINGOPPOSITEOUNCE

O/DOH

PTPR

PNLPLASPLAM

PLPLYWD

PVCPCFPSFPSIPJF

PROV

RREINF

REQRB

R/AREV

RHR

RDR/DRMR/O

RHMS

SECTSS

SCHSHTSM

SIMSPECS

SQST

SSTSTDSTL

STORSTRUCT

SCTSGT

STSUSP

SYM

TELETEMP

TEMP PL GLTHKTLTTR

TTDT&GT/ - -

TTYP

ULUNO

U/S

VENTV.I.F.

VERTVEST

VCTVT

VOL

WALLBDWTRW/CWHWPWT

WWFW/

W/OWDWP

YD

AFFAP

ACOUSTACTADD

ADD'NADJA/C

AHUALTABI

ALUMAISCAISI

ASTMAMT

ANODAPPROX

ARCHA/D

ASPHAVG

BSMTBM

B/MBETW

BLKBDB/LBF

BO - -BR

BLDGB/L

BURB/P

CABCAPCAR

CIC/B

CLGCEM

CENTCL

C/TC

CL RMC/O

CLOSC/WCOL

COMPCONC

CMUCONF

CONSTCONT

CONTRCJCV

CORRCTSNK

CUCFM

DEMODET

DIAGDIADIMDR

DWLSDNDS

DWGDWF

EAELECT

EWCEL

ELEVENTR

EEPDM

EQEQUIP

EXHEXIST

EXP JTEXPEXT

FRPFINFA

FDVFE

FECFHCFIXT

FHMSFHWS

FDFLFT

FTGFDN

FSFURN

GALGALV

GAGEN

GCGL

GL TILEGRGFI

GYP

HANDHDW

HDWDHD

HTRHTG

HVACHTHP

HWYHM

HORIZH/WHR

ININCLINFO

IDINST

INSULINT

JT

LABLAMLAV

LHLINLLLP

MACHMAINT

MHMFRMASM/OMATMAX

MECHMTL

MEZZMMMIN

MISCMTDMTGMUL

NOMNICNTSNO

OFFOC

OPNGOPP

OZ

ABBREVIATIONSSOME ABBREVIATIONS MAY NOT BE APPLICABLE TO THIS PROJECT

EXTERIORELEVATION

BUILDINGSECTION

DETAILREFERENCE

ROOM NAMEOR UNIT TYPE

DOOR REFERENCE

UNDERGRADUATE LIBRARY:DEMOLITION KEYNOTE

CEILING HEIGHT

WALL TYPE

NORTH ARROW XAXXX

XAXXX

00

###ROOM NAME

000

00

XAXXX

00

MAIN LIBRARY:DEMOLITION KEYNOTE

A-123

XXXX

XXXX

ROOMNAMEROOMNUMBERSQUAREFOOTAGE

DETAILNUMBERSHEETNUMBER

DETAILREFERENCE

XAXXX

1"DIMENSIONSTRING

1" (E)EXISTINGDIMENSIONSTRING

XX GENERALDRAWING NOTE

XAXXX

UNDERGRADUATE LIBRARY:NEW WORK KEYNOTE

00 MAIN LIBRARY:NEW WORK KEYNOTE

00

00

SYMBOLS

DRAWING INDEX

NORTH

TITLESHEET

B-G000 GENERAL PROJECT INFORMATION AND DRAWING INDEXB-G001 BUILDING PLANB-D100 RESTROOM DEMOLITION PLANSB-A100 RESTROOM PLANSB-PD100 PLUMBING DEMOLITION BROOKENSB-P100 PLUMBING NEW WORK BROOKENSB-E100 FIRE ALARM NEW WORK BROOKENS

POD 400 WORK AREA(PHASE 1)



x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

PROPOSED CONTRACTOR STAGING AREA. ALLLAWNS AND PAVING AREAS DAMAGED DURINGDEMOLITION / CONSTRUCTION OPERATIONS SHALLBE RESTORED BY CONTRACTOR COORDINATEEXACT LOCATION AND EXTENTS WITH ARCHITECTAND OWNER.

GENERAL NOTES1. WORK AT RESTROOMS SHALL BE PHASED IN ORDER FOR 2

SETS OF RESTROOMS TO ALWAYS BE OPEN AT ANY ONETIME. SUGGESTED PHASING OF RESTROOM CLOSURES ARESHOWN ON THIS PLAN.

TOILET ROOM ELEVATIONS

36MIN. 6"MAX.

33"-3

6"

19" M

IN.

36MAX.

17"-1

9"

33"-3

6"

39"-

41"

12MAX. 42" MIN.

39"- 41"

1 1/2" DIA. BAR TYP.

STANDARD MOUNTING HEIGHTS

19" M

IN.

18" M

IN.

48" M

AX. T

O HI

GHES

TPO

INT

OF O

PERA

TION

60MA

X.

7'-9"

29" M

IN.

CLEA

RANC

E

34" T

.O.

RIM

MAX.

40" B

.O.

REFL

ECTI

VESU

RFAC

E

LAVATORIES ADJ. TO A WALL SHALLBE MOUNTED 18" FROM ADJ. WALLTO CENTERLINE OF FIXTURE

CLOCK OR CLOCKOUTLET

LAVATORYLIGHTSWITCH

PAPER TOWELDISPENSER

OUTLETSTOILET PAPERDISPENSER

INSULATE ALLEXPOSED PIPING

FORWARD REACH IS SHOWN, U.N.O.

LAVATORY CLEARANCE

CLEAR FLOOR SPACEAT LAVATORY

30MI

N.

48MIN.

17" MIN.

19" MAX.

HC

17"-1

9"

12MIN.24MIN. 18MI

N.

ACCESSIBLE TOILET STALLS

SEAT COVERDISPENSER

NAPKIN DISPOSAL

40MA

X.

27" M

IN.

29MI

N.

34MA

X.

6"MAX.8"MIN.

17" MIN.

60MI

N.

32MI

N.

18

4"MA

X.

56MIN.59" MIN. W/ FLR. MOUNTED W.C.

ALTERNATEDOOR LOCATION4MAX. 32MIN.

60MI

N.

18

56MIN.59" MIN. W/ FLR. MOUNTED W.C.

32MIN.

36MIN.

STANDARD STALL - END OF ROW STANDARD STALL

BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

KS


TK

08/31/2016



URBANA, IL 61801





B-G100

BUILDING PLAN

1OVERALL BUILDING PLANSCALE: 1/32" = 1'-0"

NORTH

101MEN'S

102WOMEN'S

2

51

87

421WOMEN'S

4

1

3

8

EXISTING -TO BEDEMOLISHED

EXISTING -TO REMAIN

EXISTING DOOR, FRAME, AND HARDWARETO BE DEMOLISHED

EXISTING DOOR - TO REMAIN

REMOVE PORTION OF TOILET PARTITION. PATCH FLOOR.

REMOVE URINAL COMPLETE. CAP UTILITIES BEHIND WALL.

REMOVE TOILET. PATCH FLOOR TO MATCH EXISTING.

REMOVE URINAL, PATCH WALL AND PREP FORINSTALLATION OF NEW ADA COMPLIANT URINAL.

REMOVE SINK. PATCH FLOOR TO MATCH EXISTING TILE.

1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALLVERIFY WITH OWNER ALL ITEMS NOTED OR REQUESTED TO BESAVED OR REMOVED BY OWNER HAVE BEEN REMOVED.

2. CONTRACTOR SHALL COORDINATE WITH OWNER ALL STAGINGLOCATION PRIOR TO MOVING ON SITE.

3. DIMENSIONS NOTED (E) ARE EXISTING - FIELD VERIFY BEFOREORDERING MATERIAL OR BEGINNING ANY WORK - REPORT ANYVARIATIONS TO ARCHITECT.

4. DEMOLITION CONTRACTOR SHALL VISIT PROJECT SITE PRIORTO BIDDING.

5. CONTRACTOR SHALL REPAIR ALL EXISTING LAWN AREAS,LANDSCAPING, CURBS & PAIRING, WALKS, PATIOS & PAD, ANDOTHER EXISTING SITE ITEMS CUT OR DAMAGED DURINGCONSTRUCTION OPERATIONS.

6. PROVIDE SECURITY FENCING AROUND ALL DEMOLITION ANDSTORAGE AREAS.

7. DO NOT BEGIN DEMOLITION OPERATIONS UNTIL ALL MATERIALTO IMMEDIATELY BEGIN RECONSTRUCTION ARE ON SITE.

DEMOLITION LEGEND

DEMOLITION KEYNOTES:

GENERAL DEMOLITION NOTES

1

2

3

4

5

EXISTING FLOOR-MOUNTED SINK - TO REMAIN

REMOVE PORTION OF BLOCK WALL TO INSTALLNEW CARRIER.

6

EXISTING GRAB BARS TO REMAIN.7

REMOVE EXISTING TOILET AND PREP FOR INSTALLATIONOF NEW ADA COMPLIANT TOILET.

8

208AMEN'S

201WOMEN'S

1

2

2

2 5

31

4

4

8

8

410MEN'S

5

3

1

6

8

BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

KS


TK

08/31/2016



URBANA, IL 61801





B-D100

RESTROOMDEMOLITION PLANS

3POD 100 RESTROOM DEMOLITIONSCALE: 1/4" = 1'-0"

NORTH

4POD 400 WOMENS RESTROOM DEMOLITIONSCALE: 1/4" = 1'-0"

NORTH


NORTH

2POD 400 MENS RESTROOM DEMOLITIONSCALE: 1/4" = 1'-0"

NORTH

GENERAL NOTES1. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR

WITH THE EXISTING CONDITIONS PRIOR TO COMMENCING THEWORK. EXISTING CONDITIONS SHOWN ARE FROMINFORMATION PROVIDED BY THE OWNER. VERIFY IN FIELD ALLEXISTING CONDITIONS, DIMENSIONS, ELEVATION HEIGHTS,CONSTRUCTION AND BUILDING SYSTEMS PRIOR TOPROCEEDING WITH THE WORK.

2. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY AND ALLDISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS ANDEXISTING CONDITIONS PRIOR TO PROCEEDING WITH THEWORK.

3. REFER TO SPECS DIVISION 1, GENERAL REQUIREMENTS FORRELATED CONSTRUCTION AND PROTECTION REQUIREMENTS.

4. GENERAL CONTRACTOR TO COORDINATE WITH OWNER FORPHASING AND SEQUENCE OF ALL WORK ON THIS FLOOR.

5. CONTRACTOR TO SEAL ALL DOOR UNDERCUTS WHERE WORKOCCURS IN CORRIDORS AND STAIRWELLS TO PREVENT DUSTAND DEBRIS FROM TRAVELING BEYOND WORK AREAS ANDINTO OFFICES.

6. DAMAGE TO EXISTING WALLS, FLOORING AND DOORS TOREMAIN MUST BE REPAIRED BY THE CONTRACTOR AT NO COSTTO THE OWNER.

FLOOR PLAN LEGEND

INSTALL TOILET PARTITION.

INSTALL ADA COMPLIANT URINAL. SEE PLUMBING SHEETS

EXISTING WALL TO REMAIN

NEW CONSTRUCTION

EXISTING DOOR TO REMAIN

1

2

3

4

5

PATCH FLOOR. INSTALL TILE TO MATCH EXISTINGADJACENT TILE.

PLAN KEYNOTES:

INSTALL NEW ADA SINK TOWER.

INSTALL TILE OR PAINT TO MATCH EXISTING ADJACENTWALL WHERE URINAL WAS REMOVED.

INSTALL GRAB BAR.6

TOOTH IN CMU INTO EXISTING CMU WALL AFTERCARRIER IS INSTALLED.

7

INSTALL ADA COMPLIANT TOILET.8

101MEN'S

102WOMEN'S

2

5

1

3

4

'

-

1

1

"

M

I

N

.

3

'

-

6

"

3

'

-

0

"

9"

6"

1

7 7

8

4

'

-

6

1

/

8

"

2

'

-

9

"

4

'

-

2

"

4

'

-

6

3

/

8

"

6

6

18" CLR.

421WOMEN'S

4

1 3

4'-1"

4'-1

1" M

IN

.

38

1'-6"

5'-7"

208AMEN'S

201WOMEN'S

13

5

'

-

0

"

M

I

N

.

C

L

R

.

4

'

-

1

1

"

M

I

N

.

5

2

4

'

-

1

1

"

M

I

N

.

13

4

4

1

7

7

66

8

8

6

6

4

'

-

5

"

18" CLR.

2

'

-

9

"

4

'

-

0

"

4

'

-

6

"

410MEN'S

1 3

5

5'-0" MIN. CLR.

4'-1

1" M

IN

.

2'-6" MIN.

3'-0" 6"

3'-6

" M

IN

.9"

1'-6"

7

31 8

BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

KS


TK

08/31/2016



URBANA, IL 61801





B-A100

PODS 100 AND 200RESTROOM PLANSAND ELEVATIONS

ALTERNATE 1: REPLACE ALL STALL PARTITIONS THIS RESTROOM.


NORTH

4POD 400 WOMENS RESTROOM DEMOLITIONSCALE: 1/4" = 1'-0"

NORTH


NORTH

2POD 400 MENS RESTROOM DEMOLITIONSCALE: 1/4" = 1'-0"

NORTH

ALTERNATE 1: REPLACE ALL STALL PARTITIONS THIS RESTROOM.ALTERNATE 1: REPLACE ALL STALL PARTITIONS THIS RESTROOM.

ALTERNATE 1: REPLACE ALL STALL PARTITIONS THIS RESTROOM.

102WOMEN'S

101MEN'S

201WOMEN'S

208AMEN'S

12" 0 1' 5' 10' 20'

SCALE: 1/8" = 1'-0"

POD 200 RESTROOM - PLUMBING DEMO

1

410MEN'S

421WOMEN'S

12" 0 1' 5' 10' 20'

SCALE: 1/8" = 1'-0"

POD 100 RESTROOM - PLUMBING DEMO

1

12" 0 1' 5' 10' 20'

SCALE: 1/8" = 1'-0"

POD 400 RESTROOMS - PLUMBING DEMO

1

KEYED NOTES:

1 DISCONNECT AND REMOVE EXISTING WATER CLOSET OR URINAL. REMOVE DOMESTIC WATER PIPING BACK

TO BEHIND WALL AND CAP AT NEAREST VALVE OR TEE. REMOVE SANITARY PIPING BACK TO NEAREST

CONNECTION TO VENT PIPING AND CAP.

2 REMOVE EXISTING WATER CLOSET AND PREPARE PIPING FOR NEW ADA COMPLIANT FIXTURE CONNECTION.

SEE NEW WORK SHEET FOR FIXTURE SPECIFICATION; COORDINATE NEW FIXTURE SELECTION WITH

EXISTING PIPING LOCATIONS AND DIMENSIONS PRIOR TO INSTALLATION.

3 REMOVE EXISTING URINAL AND PREPARE PIPING FOR NEW ADA COMPLIANT FIXTURE CONNECTION. SEE

NEW WORK SHEET FOR FIXTURE SPECIFICATION; COORDINATE NEW FIXTURE SELECTION WITH EXISTING

PIPING LOCATIONS AND DIMENSIONS PRIOR TO INSTALLATION.

4 EXISTING PLUMBING FIXTURE TO REMAIN.

2 1

1

1

1

1

1

2

2

2

1 2

3

3

3

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

4

44

DISCONNECT AND REMOVE EXISTING FLOOR-MOUNTED

HANDWASHING BASIN. SAW-CUT FLOOR IN LOCATION

INDICATED BY HATCH FOR SANITARY AND DOMESTIC

WATER PIPING INSTALLATION TO NEW LAV; SEE NEW

WORK SHEET.

DISCONNECT AND REMOVE EXISTING FLOOR-MOUNTED

HANDWASHING BASIN. SAW-CUT FLOOR IN LOCATION

INDICATED BY HATCH FOR SANITARY AND DOMESTIC

WATER PIPING INSTALLATION TO NEW LAV; SEE NEW

WORK SHEET. TYPICAL OF 2.

BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

PGB


NCA

08/31/2016



URBANA, IL 61801





Champaign:

2803 Research Road

Champaign, Illinois 61822-1079

217.359.1514

217.359.9354

T

F

Email: [email protected]

Website: http://www.henneman.com

© 2016 Henneman Engineering Inc. / IL reg. #184-000245

JOB NO. XX-XXXX

PLUMBING DEMOLITIONBROOKENS

B-PD100

AutoCAD SHX Text

L

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EXPIRES NOV. 30, 2017

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PROFESSIONAL

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REGISTERED

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S

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L

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I

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L

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O

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N

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I

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I

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ENGINEER

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OF

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P

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G

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062-044471

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L

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U

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A

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B

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O

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A

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D

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N

12" 0 1' 5' 10' 20'

SCALE: 1/8" = 1'-0"

POD 200 RESTROOM - PLUMBING NEW WORK

1

12" 0 1' 5' 10' 20'

SCALE: 1/8" = 1'-0"

POD 100 RESTROOM - PLUMBING NEW WORK

1

12" 0 1' 5' 10' 20'

SCALE: 1/8" = 1'-0"

POD 400 RESTROOMS - PLUMBING NEW WORK

1

102WOMEN'S

101MEN'S

201WOMEN'S

208AMEN'S

410MEN'S

421WOMEN'S

KEYED NOTES:

1 INSTALL NEW ADA COMPLIANT WATER CLOSET WC-1 AND CONNECT TO EXISTING DOMESTIC WATER AND

SANITARY PIPING. COORDINATE EXACT LOCATION AND DIMENSIONS OF WC-1 WITH EXISTING CONDITIONS

PRIOR TO INSTALLATION.

2 INSTALL NEW ADA COMPLIANT URINAL UR-1 AND CONNECT TO EXISTING DOMESTIC WATER AND SANITARY

PIPING. COORDINATE EXACT LOCATION AND DIMENSIONS OF UR-1 WITH EXISTING CONDITIONS PRIOR TO

INSTALLATION.

1

1

1

1 1

2

2

2

CONNECT NEW 2" SANITARY, 1/2" HW, AND 1/2" CW

PIPING FROM NEW FLOOR MOUNTED FREE STANDING

LAVATORY TO EXISTING UNDERFLOOR SANITARY, HW,

AND CW FROM REMOVED HANDWASHING BASIN.

UR-1 WC-1WC-1

WC-1

WC-1

WC-1

UR-1

UR-1

FIXTURE CONNECTION SCHEDULE

L-1

#

ITEM

DESCRIPTION

1-1/2" 1-1/2"2" 3/4" 3/4"

TRAPWASTE VENT CW HW

PLUMBING

CONTRACTOR

INSTALLEDFURNISHED

BY CONNECTIONBY

FINAL

REMARKS

LAVATORY

REFER TO MANUFACTURER CUT SHEETS

FOR CONNECTION LOCATIONS

WC-1

CONTRACTOR

WATER CLOSET - ADA

PLUMBING

CONTRACTOR

PLUMBING

CONTRACTOR

PLUMBING

CONTRACTOR

PLUMBING

CONTRACTOR

PLUMBING

1"

-

4" 2"4"

REFER TO MANUFACTURER CUT SHEETS

FOR CONNECTION LOCATIONS

UR-1 1-1/2" 1-1/2"2" 3/4"

-

PLUMBING

CONTRACTOR

URINAL - ADA

MOUNT URINAL WITH RIM AT 17" ABOVE

FINISHED FLOOR.

CONTRACTOR

PLUMBING

CONTRACTOR

PLUMBING

L-1

CONNECT NEW 2" SANITARY, 1/2" HW, AND 1/2" CW

PIPING FROM NEW FLOOR MOUNTED FREE STANDING

LAVATORY TO EXISTING UNDERFLOOR SANITARY, HW,

AND CW FROM REMOVED HANDWASHING BASIN.

TYPICAL OF 2.

L-1

L-1

BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

PGB


NCA

08/31/2016



URBANA, IL 61801





Champaign:

2803 Research Road


217.359.1514

217.359.9354

T

F




JOB NO. XX-XXXX

PLUMBING NEW WORKBROOKENS

B-P100

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L

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PROFESSIONAL

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REGISTERED

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S

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062-044471

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12" 0 1' 5' 10' 20'

SCALE: 1/8" = 1'-0"

POD 200 RESTROOM - FIRE ALARM NEW WORK

1

12" 0 1' 5' 10' 20'

SCALE: 1/8" = 1'-0"

POD 100 RESTROOM - FIRE ALARM NEW WORK

1

12" 0 1' 5' 10' 20'

SCALE: 1/8" = 1'-0"

POD 400 RESTROOMS - FIRE ALARM NEW WORK

1

102WOMEN'S

101MEN'S

201WOMEN'S

208AMEN'S

410MEN'S

421WOMEN'S

FIRE ALARM HORN/STROBE IS PRESENT IN

EXISTING RESTROOM. NO FIRE ALARM WORK IN

EXISTING POD 100 AND 200 RESTROOMS.

FIRE ALARM HORN/STROBE IS PRESENT IN

EXISTING RESTROOM. NO FIRE ALARM WORK IN

EXISTING POD 100 AND 200 RESTROOMS.

PROVIDE NEW FIRE ALARM HORN/STROBE IN

MEN'S 410 AND IN WOMEN'S 421. CONNECT TO

EXISTING FIRE ALARM SYSTEM.

BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

PGB


NCA

08/31/2016



URBANA, IL 61801





Champaign:

2803 Research Road


217.359.1514

217.359.9354

T

F




JOB NO. XX-XXXX

FIRE ALARM NEWWORK

BROOKENS

B-E100

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L

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PROFESSIONAL

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REGISTERED

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BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

KS


TK

08/31/2016



URBANA, IL 61801





C-G000

GENERAL PROJECTINFORMATION AND

DRAWING INDEX

SITE PLAN


RENOVATION

101 EAST MAIN STREETURBANA, IL 61801

PROJECT NO.: 15029

BID DOCUMENTSVICINITY MAP

NORTH

ABOVE FINISHED FLOORACCESS PANELACOUSTICAL TILEACTUALADDENDUMADDITIONALADJUSTABLEAIR CONDITIONAIR HANDLING UNITALTERNATEALTERNATE BID ITEMALUMINUMAMERICAN INSTITUTE OF STEEL CONSTRUCTIONAMERICAN IRON & STEEL INSTITUTEAMERICAN SOCIETY OF TESTING MATERIALSAMOUNTANODIZEDAPPROXIMATELYARCHITECT, ARCHITECTURALAREA DRAINASPHALTAVERAGE

BASEMENTBEAMBENCH MARKBETWEENBLOCK, BLOCKINGBOARDBORROWED LIGHTBOTH FACESBOTTOM OF - - - - -BRICKBUILDINGBUILDING LINEBUILT-UP ROOFINGBASE PLATE

CABINETCAPACITYCARPETCAST IRONCATCH BASINCEILINGCEMENTCENTERCENTER LINECERAMIC TILECHANNELCLASSROOMCLEANOUTCLOSETCOLD WATERCOLUMNCOMPRESSIBLECONCRETECONCRETE MASONRY UNITCONFERENCECONSTRUCTIONCONTINUOUSCONTRACTORCONTROL JOINTCONVECTORCORRIDORCOUNTERSUNKCUBICCUBIC FEET PER MINUTE

DEMOLITIONDETAILDIAGONALDIAMETERDIMENSIONDOORDOWELSDOWNDOWNSPOUTDRAWINGDRINKING WATER FOUNTAIN

EACHELECTRICELECTRIC WATER COOLERELEVATIONELEVATORENTRANCEEPOXYETHYLENE PROPYLENE DIENE MONOMEREQUALEQUIPMENTEXHAUSTEXISTING

OUTSIDE DIAMETEROVERHEAD

PAINT, POINTPAIRPANELPLASTERPLASTIC LAMINATEPLATEPLYWOODPOLYVINYL CHLORIDEPOUNDS PER CUBIC FOOTPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPREMOLDED JOINT FILLERPROVIDE

RADIUSREINFORCED, REINFORCINGREQUIREDRESILIENT BASERETURN AIRREVISED, REVISIONRIGHT HANDRISERSROAD, ROUNDROOF DRAINROOMROUGH OPENINGROUND HEAD MACHINE SCREW

SECTIONSERVICE SINKSCHEDULESHEETSHEET METALSIMILARSPECIFICATIONSSQUARESTAINSTAINLESS STEELSTANDARDSTEELSTORAGESTRUCTURALSTRUCTURAL CLAY TILESTRUCTURAL GLAZED TILESTRUCTURAL TEESUSPENDEDSYMMETRICAL

TELEPHONETEMPERATURETEMPERED PLATE GLASSTHICKTOILETTOILET ROOMTOILET TISSUE DISPENSERTONGUE AND GROOVETOP OF/ - - - - TREADSTYPICAL

UNDERWRITER'S LABORATORYUNLESS NOTED OTHERWISEUNDERSIDE

VENTILATIONVERIFY IN FIELDVERTICALVESTIBULEVINYL COMPOSITION TILEVINYL TILEVOLUME

WALLBOARDWATERWATER CLOSETWATER HEATERWATERPROOFWEIGHTWELDED WIRE FABRICWITHWITHOUTWOODWORKING POINT

YARD

EXPANSION JOINTEXPOSEDEXTERIOR

FIBER REINFORCED POLYMERFINISHFIRE ALARMFIRE DEPARTMENT VALVEFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE HOSE CABINETFIXTUREFLAT HEAT MACHINE SCREWFLAT HEAD WOOD SCREWFLOOR DRAINFLOORFOOT, FEETFOOTINGFOUNDATIONFULL SIZEFURNACE

GALLONGALVANIZEDGAUGE, GAGEGENERALGENERAL CONTRACTORGLASS, GLAZINGGLAZED TILEGRADEGROUND FLOOR INTERRUPTERGYPSUM

HANDICAPHARDWAREHARDWOODHEADHEATERHEATINGHEATING/VENTILATING/AIR CONDITIONINGHEIGHTHIGH POINTHIGHWAYHOLLOW METALHORIZONTALHOT WATERHOUR

INCH, INCHESINCLUDE, INCLUDINGINFORMATIONINSIDE DIMENSIONINSTRUMENTINSULATIONINTERIOR

JOINT

LABORATORYLAMINATELAVATORYLEFT-HANDLINEARLIVE LOADLOW POINT

MACHINEMAINTENANCEMANHOLEMANUFACTURERMASONRYMASONRY OPENINGMATERIALMAXIMUMMECHANICALMETALMEZZANINEMILLIMETERMINIMUMMISCELLANEOUSMOUNTEDMOUNTINGMULLION

NOMINALNOT IN CONTRACTNOT TO SCALENUMBER

OFFICEON CENTEROPENINGOPPOSITEOUNCE

O/DOH

PTPR

PNLPLASPLAM

PLPLYWD

PVCPCFPSFPSIPJF

PROV

RREINF

REQRB

R/AREV

RHR

RDR/DRMR/O

RHMS

SECTSS

SCHSHTSM

SIMSPECS

SQST

SSTSTDSTL

STORSTRUCT

SCTSGT

STSUSP

SYM

TELETEMP

TEMP PL GLTHKTLTTR

TTDT&GT/ - -

TTYP

ULUNO

U/S

VENTV.I.F.

VERTVEST

VCTVT

VOL

WALLBDWTRW/CWHWPWT

WWFW/

W/OWDWP

YD

AFFAP

ACOUSTACTADD

ADD'NADJA/C

AHUALTABI

ALUMAISCAISI

ASTMAMT

ANODAPPROX

ARCHA/D

ASPHAVG

BSMTBM

B/MBETW

BLKBDB/LBF

BO - -BR

BLDGB/L

BURB/P

CABCAPCAR

CIC/B

CLGCEM

CENTCL

C/TC

CL RMC/O

CLOSC/WCOL

COMPCONC

CMUCONF

CONSTCONT

CONTRCJCV

CORRCTSNK

CUCFM

DEMODET

DIAGDIADIMDR

DWLSDNDS

DWGDWF

EAELECT

EWCEL

ELEVENTR

EEPDM

EQEQUIP

EXHEXIST

EXP JTEXPEXT

FRPFINFA

FDVFE

FECFHCFIXT

FHMSFHWS

FDFLFT

FTGFDN

FSFURN

GALGALV

GAGEN

GCGL

GL TILEGRGFI

GYP

HANDHDW

HDWDHD

HTRHTG

HVACHTHP

HWYHM

HORIZH/WHR

ININCLINFO

IDINST

INSULINT

JT

LABLAMLAV

LHLINLLLP

MACHMAINT

MHMFRMASM/OMATMAX

MECHMTL

MEZZMMMIN

MISCMTDMTGMUL

NOMNICNTSNO

OFFOC

OPNGOPP

OZ

ABBREVIATIONSSOME ABBREVIATIONS MAY NOT BE APPLICABLE TO THIS PROJECT

EXTERIORELEVATION

BUILDINGSECTION

DETAILREFERENCE

ROOM NAMEOR UNIT TYPE

DOOR REFERENCE

UNDERGRADUATE LIBRARY:DEMOLITION KEYNOTE

CEILING HEIGHT

WALL TYPE

NORTH ARROW XAXXX

XAXXX

00

###ROOM NAME

000

00

XAXXX

00

MAIN LIBRARY:DEMOLITION KEYNOTE

A-123

XXXX

XXXX

ROOMNAMEROOMNUMBERSQUAREFOOTAGE

DETAILNUMBERSHEETNUMBER

DETAILREFERENCE

XAXXX

1"DIMENSIONSTRING

1" (E)EXISTINGDIMENSIONSTRING

XX GENERALDRAWING NOTE

XAXXX

UNDERGRADUATE LIBRARY:NEW WORK KEYNOTE

00 MAIN LIBRARY:NEW WORK KEYNOTE

00

00

SYMBOLS

DRAWING INDEX

NORTH

TITLESHEET

C-G000 GENERAL PROJECT INFORMATION AND DRAWING INDEXC-D100 SECOND LEVEL DEMOLITION PLANSC-A100 SECOND LEVEL PLANSC-A101 RESTROOM ADA PLANC-A102 RAMP DETAILSC-PD100 PLUMBING DEMOLITION COURTHOUSE

-

SMALLCOURT ROOM

217

ATTORNEYCONFERENCE

218

ATTORNEYCONFERENCE

-VESTIBULE

229CORRIDOR

RAMP UP

RAMP

UP

RAMP

UP

UP

UP

RAMP

UP

RAMP

UP

8'-5 1/4" 2'-6" 3'-4"7'-8 1/2"3'-3"

4

54

2

3

1

2

3

1

5

4

6

GENERAL DEMOLITION NOTES

DEMOLITION LEGEND

EXISTING - TO BE DEMOLISHED

EXISTING - TO REMAIN








REMOVE WOOD PANELS AND BASE.

REMOVE AND SALVAGE WOOD CAP AND TRIM AT LOWWALL. (FOR PATCH MATERIAL.)

REMOVE STUD WALL.

REMOVE WALL COVERING AT ENTIRE COURTROOM COMPLETE. PATCHAND PREP WALLS TO RECEIVE PRIMER AND PAINT. PROTECT WOODPANELING TO REMAIN DURING DEMOLITION AND CONSTRUCTIONOPERATIONS. (TYP.)

REMOVE CARPET AT ENTIRE COURTROOM INCLUDINGSEATING AREA AND VESTIBULE.

DEMOLITION KEYNOTES:1

2

3

4

5

NO WORK THIS AREA

REMOVE AND SALVAGE EXISTING BENCHES.6

-

LARGECOURT ROOM

-VESTIBULE

RAMP UP

RAMP UP

RAMP

UP

UP

3'-2

1

/4"

3'-1

3

/4"

9'-7 7/8

"8

'-8

1

/2

"3

'-3

1

/2

"

2'-9

1

/4

"

3

21

5

4

321

4

6

BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

KS


TK

08/31/2016



URBANA, IL 61801





C-D100

SECOND LEVELDEMOLITION PLANS

2SMALL COURTROOM DEMOLITION PLANSCALE: 1/4" = 1'-0"

NORTH

1LARGE COURTROOM DEMOLITION PLANSCALE: 1/4" = 1'-0"

NORTH

NOTE: EXACT COURTROOM TO BE DECIDED AFTER BID. ALL COURTROOMS ARE SIMILAR BUT EXACTDIMENSIONS MAY VARY. CONTRACTOR TO VERIFY EXISTING CONDITIONS BEFORE ANY WORK BEGINS.


GENERAL NOTES

NEW WORK LEGEND










NO WORK THIS AREA

INSTALL WOOD PANELS AND BASE AT LOW WALL.

INSTALL WOOD FRAMING AND PLYWOOD AT RAMP TOALLOW FOR WIDER RAMP. FINISH SLOPE OF RAMP SHALL BELESS THAN 8% OR 1:12 (CURRENTLY 7.1%) VERIFY SLOPE INFIELD WITH ARCHITECT. RAMP SHALL NOT BE FINISHEDUNTIL VERIFIED BY ARCHITECT.

1

2

3

4

6

INSTALL LOW WALL IN REVISED CONFIGURATION SHOWN.MATCH EXISTING WALL HEIGHT.

PLAN KEYNOTES:

INSTALL CARPET AT ENTIRE COURTROOM, SEATING AREAAND VESTIBULE.

INSTALL WOOD CAP AND TRIM AT LOW WALL. PROFILE,WOOD SPECIES AND STAIN COLOR TO MATCH EXISTING.

CARPET AT STEP SHALL BE BROADLOOM AND CONTRASTINGCOLOR AS INDICATED IN SPECIFICATIONS.

5

7

8

PATCH WALLS, PRIME AND PAINT ALL WALLS ATCOURTROOM. WALLS WITH WOOD PANELING SHALL NOTBE PAINTED AND SHALL BE PROTECTED DURING ALLCONSTRUCTION OPERATIONS.

INSTALL HANDRAILS AT RAMP.

REINSTALL SALVAGED BENCHES.9

1'-2" 7'-0"

1'-0"

1-1/2" WOOD HANDRAIL. STAINTO MATCH EXISTING PANELING

HANDRAIL BRACKETS- COLOR BLACK

SALVAGED WOODPANELING

GWB

NEW PLASTIC LAMINATE END CAP TOCLOSE OFF COUNTER. PLASTIC LAMINATECOLOR TO MATCH EXISTING COUNTER.

EXISTING PLAMCOUNTER TO

REMAIN

WOOD TRIM AND MOLDING TO MATCHEXISTING IN SPECIES, COLOR AND PROFILE

C-A1004

-

SMALLCOURT ROOM

217

ATTORNEYCONFERENCE

218

ATTORNEYCONFERENCE

-VESTIBULE

229CORRIDOR

RAMP UP

RAMP

UP

RAMP

UP

UP

UP

RAMP

UP

RAMP

UP

4 5

4 5

1

2

3

1

2

36

6

7

8

46

'-3

" (E

)

31'-11 1/4" (E)

3C-A102

4C-A102

9

C-A1003

-

LARGECOURT ROOM

-VESTIBULE

RAMP UP

RAMP UP

RAMP

UP

UP

1 3

2 6

1 2 3

6 7

4 5

8

4 5

2C-A102

1C-A102

35

'-8 1

/2

" (E

)

59'-7 3/8" (E)

9

3/4" PLYWOOD

BLOCKING ASREQUIRED

PLASTIC LAMINATE

GWB, PAINT

WOOD PANELING

EXISTING GWBTO REMAIN

WOOD HANDRAIL

2 4

2

4

2 4

2

4

BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

KS


TK

08/31/2016



URBANA, IL 61801





C-A100

SECOND LEVELPLANS

3RAMP ELEVATIONSCALE: 1-1/2" = 1'-0"

2SMALL COURTROOM PLANSCALE: 1/4" = 1'-0"

NORTH

1LARGE COURTROOM PLANSCALE: 1/4" = 1'-0"

NORTH



4DESK SECTIONSCALE: 3" = 1'-0"

GENERAL NOTES

NEW WORK LEGEND










NO WORK THIS AREA



1

2

3

4

6


PLAN KEYNOTES:




5

7

8




DN

UP

REMOVE EXISTING URINAL ANDINSTALL NEW ADA COMPLIANTURINAL. RIM SHALL BE 17" AFF.

2'-0

"8

"

EXISTING DRINKINGFOUNTAINS

2'-11" (E)

EXISTINGCORNER

INSTALL GUARDS AT WALL, EACHSIDE. METAL TO MATCH EXISTINGDRINKING FOUNTAINS.

11 1/2"

EX

IS

T.

11 1/2"

1'-1"

BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

KS


TK

08/31/2016



URBANA, IL 61801





C-A101

RESTROOM ADA PLAN

1RESTROOM 153 PLANSCALE: 1/4" = 1'-0"

NORTHNOTE: SCOPE OF WORK IN RESTROOM IS THESAME ON SECOND AND THIRD FLOORS.

2DRINKING FOUNTAIN AT FIRST LEVELSCALE: 1/2" = 1'-0"

GENERAL NOTES

NEW WORK LEGEND










NO WORK THIS AREA



1

2

3

4

6


PLAN KEYNOTES:




5

7

8




3"

3'-6"

3'-0"

3"

1'-0"

NEW HANDRAIL

NEW HANDRAIL

LOCATION OF EXISTING LOW WALL

RAMP TO ALIGN 1'FROM END OF PARTIAL

HEIGHT WALL

3"

3'-6"

3'-0"

3"

NEW HANDRAIL

NEW HANDRAIL

LOCATION OF EXISTING LOW WALL1'-0"

3"

3'-6"

3'-0" 3"

NEW HANDRAIL

LOCATION OFEXISTING LOW WALL

NEW HANDRAIL

1'-0"

3"

3'-6"

3'-0" 3"

NEW HANDRAIL

LOCATION OFEXISTING LOW

WALL

NEW HANDRAIL

1'-0"

BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

KS


TK

08/31/2016



URBANA, IL 61801





C-A102

RAMP DETAILS

1TYPICAL RAMP DETAILSCALE: 1-1/2" = 1'-0"

2TYPICAL RAMP DETAILSCALE: 1-1/2" = 1'-0"

3TYPICAL RAMP DETAILSCALE: 1-1/2" = 1'-0"4

TYPICAL RAMP DETAILSCALE: 1-1/2" = 1'-0"

12" 0 1' 5' 10'

SCALE: 1/4" = 1'-0"

LEVEL 1-3 RESTROOM - PLUMBING DEMO AND NEW WORK

1

DN

DN

UP

REMOVE AND REPLACE EXISTING URINAL WITH ADA

ACCESSIBLE UR-1. COORDINATE EXACT LOCATION OF

SANITARY AND CW PIPING WITH NEW URINAL DIMENSIONS

PRIOR TO ORDERING URINAL.

EXISTING SANITARY AND VENT MAINS TO REMAIN AND BE

REUSED. CONNECT NEW UR-1 TO EXISTING SANITARY

PIPING IN WALL.

PROVIDE NEW FLUSH VALVE AND CONNECTION TO CW.

THIS WORK IS TYPICAL OF FLOORS 1, 2, AND 3.

BE Project No.


Checked By:

Drawing No.

Drawing Title




Issue Date Title

Drawn By:

1-1/2"=1'0"

1 0 1 2

3/4"=1'0"

2 1 0 2 4

1/4"=1'0"

8 4 0 5 10

1/8"=1'0"

6 0 10 20 30

1"=10'

15 10 5 0 10 20 30

1"=20'

30 20 10 0 20 40 60

1"=30'

45 30 15 0 30 60 90

1"=50'

75 50 25 0 50 100 150

1"=100'

150 100 50 0 100 200 300

1/16"=1'0"

12 0 20 40 60

PGB


NCA

08/31/2016



URBANA, IL 61801





Champaign:

2803 Research Road


217.359.1514

217.359.9354

T

F




JOB NO. XX-XXXX

PLUMBING DEMOLITIONCOURTHOUSE

C-PD100

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151

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CORRIDOR

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PROFESSIONAL

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REGISTERED

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ENGINEER

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062-044471

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U

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CHAMPAIGN COUNTY COURTHOUSE ADA...CHAMPAIGN COUNTY COURTHOUSE BROOKENS ADMINISTRATIVE CENTER BE...

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