34
SITE LOCATION DATE: JANUARY 20, 2020 AREA LOCATION MAP: WIRTH MIDDLE SCHOOL ARCHITECT / ENGINEER : HR: 150-2229 SUMMER 2020 H/LS IMPROVEMENTS BID PACKAGE A: WIRTH MIDDLE SCHOOL CAHOKIA USD #187 CAHOKIA, ST. CLAIR COUNTY, ILLINOIS EAST ST. LOUIS, IL MARION, IL ARNOLD, MO NEOSHO, MO NASHVILLE, TN 1400 E. TREMONT STREET HILLSBORO, IL PH: 217.532.3959 Hurst-Rosche, Inc. PROFESSIONAL DESIGN NUMBER: 184-000298 www.hurst-rosche.com 112 N. KANSAS STREET EDWARDSVILLE, IL 62025 P: 618-659-8709 P: 618-656-8353 ENGINEERS, LLC CONSULTANT:

SUMMER 2020 H/LS IMPROVEMENTS BID PACKAGE A: WIRTH …€¦ · louis, il marion, il arnold, mo neosho, mo nashville, tn 1400 e. tremont street hillsboro, il ph: 217.532.3959 hurst-rosche,

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  • SITE LOCATION

    DATE: JANUARY 20, 2020

    AREA LOCATION MAP: WIRTH MIDDLE SCHOOL

    ARCHITECT / ENGINEER :

    HR

    : 1

    50

    -2

    22

    9

    SUMMER 2020 H/LS IMPROVEMENTS

    BID PACKAGE A: WIRTH MIDDLE SCHOOL

    CAHOKIA USD #187

    CAHOKIA, ST. CLAIR COUNTY, ILLINOIS

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    1400 E. TREMONT STREET

    HILLSBORO, IL

    PH: 217.532.3959

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

    CONSULTANT:

    AutoCAD SHX TextCOOK

    AutoCAD SHX TextDU PAGE

    AutoCAD SHX TextKANE

    AutoCAD SHX TextDE KALB

    AutoCAD SHX TextLEE

    AutoCAD SHX TextWHITESIDE

    AutoCAD SHX TextOGLE

    AutoCAD SHX TextCARROLL

    AutoCAD SHX TextLAKE

    AutoCAD SHX TextMC HENRY

    AutoCAD SHX TextBOONE

    AutoCAD SHX TextWINNEBAGO

    AutoCAD SHX TextSTEPHENSON

    AutoCAD SHX TextJO DAVIES

    AutoCAD SHX TextPUTNAM

    AutoCAD SHX TextMARSHALL

    AutoCAD SHX TextLIVINGSTON

    AutoCAD SHX TextIROQUOIS

    AutoCAD SHX TextKANKAKEE

    AutoCAD SHX TextWILL

    AutoCAD SHX TextGRUNDY

    AutoCAD SHX TextKENDALL

    AutoCAD SHX TextLASALLE

    AutoCAD SHX TextBUREAU

    AutoCAD SHX TextHENRY

    AutoCAD SHX TextSTARK

    AutoCAD SHX TextPEORIA

    AutoCAD SHX TextKNOX

    AutoCAD SHX TextWARREN

    AutoCAD SHX TextHENDERSON

    AutoCAD SHX TextMERCER

    AutoCAD SHX TextROCK ISLAND

    AutoCAD SHX TextMACON

    AutoCAD SHX TextMOULTRIE

    AutoCAD SHX TextDOUGLAS

    AutoCAD SHX TextCOLES

    AutoCAD SHX TextEDGAR

    AutoCAD SHX TextCLARK

    AutoCAD SHX TextCUMBERLAND

    AutoCAD SHX TextSHELBY

    AutoCAD SHX TextCHRISTIAN

    AutoCAD SHX TextMONTGOMERY

    AutoCAD SHX TextMACOUPIN

    AutoCAD SHX TextJERSEY

    AutoCAD SHX TextGREENE

    AutoCAD SHX TextCALHOUN

    AutoCAD SHX TextPIKE

    AutoCAD SHX TextSCOTT

    AutoCAD SHX TextMORGAN

    AutoCAD SHX TextSANGAMON

    AutoCAD SHX TextMENARD

    AutoCAD SHX TextCASS

    AutoCAD SHX TextBROWN

    AutoCAD SHX TextADAMS

    AutoCAD SHX TextSCHUYLER

    AutoCAD SHX TextMASON

    AutoCAD SHX TextLOGAN

    AutoCAD SHX TextDEWITT

    AutoCAD SHX TextPIATT

    AutoCAD SHX TextVERMILION

    AutoCAD SHX TextCHAMPAIGN

    AutoCAD SHX TextFORD

    AutoCAD SHX TextMCLEAN

    AutoCAD SHX TextWOODFORD

    AutoCAD SHX TextTAZEWELL

    AutoCAD SHX TextFULTON

    AutoCAD SHX TextMC DONOUGH

    AutoCAD SHX TextHANCOCK

    AutoCAD SHX TextWABASH

    AutoCAD SHX TextEDWARDS

    AutoCAD SHX TextGALLATIN

    AutoCAD SHX TextSALINE

    AutoCAD SHX TextWILLIAMSON

    AutoCAD SHX TextJACKSON

    AutoCAD SHX TextRANDOLPH

    AutoCAD SHX TextPERRY

    AutoCAD SHX TextFRANKLIN

    AutoCAD SHX TextHAMILTON

    AutoCAD SHX TextWHITE

    AutoCAD SHX TextWAYNE

    AutoCAD SHX TextJEFFERSON

    AutoCAD SHX TextWASHINGTON

    AutoCAD SHX TextMONROE

    AutoCAD SHX TextST. CLAIR

    AutoCAD SHX TextCLINTON

    AutoCAD SHX TextMARION

    AutoCAD SHX TextCLAY

    AutoCAD SHX TextRICHLAND

    AutoCAD SHX TextLAWERENCE

    AutoCAD SHX TextCRAWFORD

    AutoCAD SHX TextJASPER

    AutoCAD SHX TextEFFINGHAM

    AutoCAD SHX TextFAYETTE

    AutoCAD SHX TextBOND

    AutoCAD SHX TextMADISON

    AutoCAD SHX TextMASSAC

    AutoCAD SHX TextPULASKI

    AutoCAD SHX TextALEXANDER

    AutoCAD SHX TextUNION JOHNSON POPE HARDIN

    AutoCAD SHX TextN

  • CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    BID

    P

    AC

    KA

    GE

    A

    : W

    IR

    TH

    M

    ID

    DL

    E S

    CH

    OO

    L

    SU

    MM

    ER

    2

    02

    0 H

    /L

    S IM

    PR

    OV

    EM

    EN

    TS

    DATEMARK DESCRIPTION

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    1400 E. TREMONT

    STREET

    HILLSBORO, IL

    PH:217-532-3959

    CA

    HO

    KIA

    , S

    T. C

    LA

    IR

    C

    OU

    NT

    Y, IL

    LIN

    OIS

    CA

    HO

    KIA

    U

    SD

    #

    18

    7

    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

    ABBREVIATIONS

    GYPSUM BOARDGYP BD

    DIAM

    DIM

    DWL

    DWG

    DWR

    DS

    DT

    DBL

    DH

    DIV

    DR

    DTL

    DEM

    DL

    CF

    CY

    CFL

    CS

    HOLLOW METAL

    DIMENSION

    HWH

    INCL

    INS

    INT

    HORIZ

    DOWEL(S)

    DRAWING

    DRAWER

    DRAIN TILE

    DOWNSPOUT

    IF

    ID

    DOUBLE

    DOUBLE HUNG

    DOOR

    DIVISION

    IN

    HB

    INSIDE FACE

    INSIDE DIAMETER

    INSULATE (D), (ION)

    INTERIOR

    INCLUDING

    HORIZONTAL

    HOT WATER HEATER

    INCH

    HOSE BIB

    HDW

    HDR

    HWD

    HTG

    DEMOLISH, DEMOLITION

    DETAIL

    DIAMETER

    DEAD LOAD

    HC

    HM

    HT

    HD

    COUNTERFLASHING

    CUBIC FOOT

    CUBIC YARD

    COUNTERSINK

    HOLLOW CORE

    HEAVY DUTY

    HEIGHT

    HARDWOOD

    HEADER

    HEATING

    HARDWARE

    AUTO AUTOMATIC

    FLOOR (ING)FLR

    CSMT CASEMENT

    COMB

    COMP

    CONST

    CONT

    CONTR

    CONC

    CPR

    CG

    CTR

    CJ

    CMU

    CIR

    COL

    CLR

    CLS

    CT

    CEM

    CK

    CLG

    FURRED (ING)FUR

    COMPRESS (ED), (ION), (IBLE)

    GALV

    GLF

    GVL

    GRT

    CONTRACT (OR)

    CORNER GUARD

    CONTROL JOINT

    COPPER

    CENTER

    GR

    GB

    CONSTRUCTION

    CONCRETE MASONRY UNIT

    CONTINUOUS

    CONCRETE

    GC

    GA

    GLASS FIBER

    GRADE, GRADING

    GRAVEL

    GROUT

    GRAB BAR

    GALVANIZED

    GENERAL CONTRACT (OR)

    GAGE, GAUGE

    FPL

    FLUR

    FND

    FTG

    FJT

    FBO

    CIRCLE

    COLUMN

    COMBINATION

    CLOSURE

    CLEAR (ANCE)

    FS

    FR

    CERAMIC TILE

    CEMENT

    CAULKING

    CEILING

    FD

    FOOTING

    FOUNDATION

    FURNISHED BY OTHERS

    FRAME (D), (ING)

    FULL SIZE

    FLOOR DRAIN

    FLOOR PLATE

    FLUORESCENT

    FLUSH JOINT

    BTWN

    BLKG

    BLDG

    CAB

    CPT

    BL

    BW

    BOT

    BS

    BD

    BEL

    BVL

    BLK

    BRG

    BPL

    BM

    FFL

    FEC

    FPL

    FRT

    FLX

    FLG

    CABINET

    CARPET (ED)

    BRICK LEDGE

    FP

    BOTH WAYS

    BUILDING

    BOTTOM

    BOTH SIDES

    BOARDFE

    FA

    FIRE-RETARDANT

    FLASHING

    FLEXIBLE

    FIREPROOF

    FIRE ALARM

    FIRE EXTINGUISHER

    FINISHED FLOOR LINE

    FIRE EXTINGUISHER CABINET

    FIREPLACE

    FOC

    FOF

    FOM

    FBD

    FAS

    FGL

    FFE

    FOS

    BELOW

    BEVELED

    BLOCKING

    BLOCK

    BETWEEN

    FIN

    BEARING PLATE

    BENCH MARK, BEAM

    BEARING

    FIBERBOARD

    FASTEN, FASTENER

    FIBERGLASS

    FINISHED FLOOR ELEVATION

    FINISH (ED)

    FACE OF MASONRY

    FACE OF FINISH

    FACE OF CONCRETE

    FACE OF STUDS

    ADJT

    ARCH

    ASPH

    ANC

    AD

    AB

    ALT

    AL

    ADJ

    AC

    ADH

    ACT

    ACC

    AP

    ABV

    AFF

    ENCLOSE (URE)ENC

    EST

    EXH

    EQP

    EXG

    EXP

    EXT

    EWF

    ANCHOR, ANCHORAGE

    ANCHOR BOLT

    ARCHITECT (URAL)

    ASPHALT

    AREA DRAIN

    EJ

    ALTERNATE, ALTERNATIVE

    ALUMINUM

    ADJUSTABLE

    ADJACENT

    EQ

    EXISTING

    EXPANSION JOINT

    ELECTRIC WATER FOUNTAIN

    EXTERIOR

    EXPOSED

    EXHAUST

    ESTIMATE

    EQUAL

    EQUIPMENT

    ELEC

    ACCESS PANEL

    ACOUSTICAL CEILING TILE

    ACOUSTICAL

    ADHESIVE

    ACCESSEP

    EL

    EF

    ABOVE FINISH FLOOR

    ABOVE

    ELECTRIC (AL)

    ELECTRICAL PANELBOARD

    ELEVATION

    EACH FACE

    PVC POLYVINYL CHLORIDE

    PFB PREFABRICATE (D)

    PREFORMED

    PREFINISHED

    PROPERTY LINEPL

    PFN

    PRF

    POUNDS PER SQUARE INCH

    POUNDS PER SQUARE FOOT

    POUNDS PER LINEAL FOOT

    POUNDS PER CUBIC FOOT

    PSF

    PSI

    PLF

    PCF

    WITHOUT

    WOOD BASEWB

    W/O

    WD WOOD

    WIDTH, WIDE

    WELDED WIRE FABRIC

    WATERSTOP

    W

    WDW

    W/ WITH

    WINDOW

    WWF

    WS

    PORCELAIN

    PLYWOOD

    POINTPT

    PORC.

    PL

    PWD

    PLATE

    PARTITION

    PLASTER

    PERIMETER

    PERFORATE (D)

    PLASTIC LAMINATE

    PERI

    PLAS

    PLAM

    PTN

    PERF

    WATERPROOFING

    VERTICAL

    WATER REPELLENT

    WP

    WR

    VNR

    VERT

    VENEER

    UNFINISHED

    VARNISH

    V-JOINT (ED)

    VAPOR BARRIER

    VJ

    VB

    VAR

    UNF

    RB RUBBER BASE

    LINTELLTL

    THK THICK (NESS)

    OPENINGOPG

    PAINT (ED)

    PARKING

    PARALLEL

    PANELPNL

    PAR

    PK

    P

    OVERALL

    OVERHEAD

    OUTSIDE DIAMETER

    OPPOSITE

    OA

    OH

    OD

    OPP

    TSL TOP OF SLAB

    TYPICAL

    TOP OF FOOTING

    UNDERCUT

    TYP

    UC

    TFTG

    TOLERANCE

    TOP OF STEEL

    TONGUE AND GROOVE

    THRESHOLD

    T.STL

    T&G

    TOL

    THR

    NOMINALNOM

    ON CENTER

    NOT TO SCALE

    NOT IN CONTRACT

    OC

    NIC

    NTS

    MOVABLE

    NATURALNAT

    MOV

    MULL MULLION

    SYSTEM

    TELEVISION

    TELEPHONETEL

    TV

    SYS

    STANDARD

    STRUCTURAL

    SYMMETRY (ICAL)

    STORAGESTO

    SYM

    STRUCT

    STD

    STL STEEL

    SIM SIMILAR

    MECH MECHANICAL

    MILLWORKMWK

    MOUNT (ED), (ING)

    MISCELLANEOUS

    MOLDING, MOULDING

    MISC

    MT

    MLD

    MIN MINIMUM

    MEMBRANE

    MTL

    MMB

    METAL

    MED

    MBR

    MEDIUM

    MEMBER

    SQUARE FOOT

    SQUARE YARD

    STAINLESS STEEL

    STAINED AND VARNISHED

    SQUARE

    SY

    S&V

    SST

    SF

    SQ

    SOLID CORE

    SPECIFICATIONS

    SPECIAL

    SC

    SPEC

    SPL

    SL SLEEVE

    MASONRY

    MAXIMUM

    MASONRY OPENING

    MANUFACTURE (ER)

    MO

    MAX

    MFR

    MAS

    LIVE LOAD

    LOW POINTLPT

    LL

    LVR LOUVER

    SEALER

    SECTION

    SHEATHING

    SHELF, SHELVING

    SHTG

    SHT

    SH

    SHEET

    S

    SEC

    SCHEDULESCH

    RFL REFLECT (ED), (IVE), (OR)

    LEFT HANDLH

    LIGHTWEIGHT

    LINEAL FEET

    LW

    LF

    L

    LT LIGHT

    LENGTH

    LAVATORY

    LEAD-BASED PAINT

    LAMINATE (D)LAM

    LAV

    LBP

    LBL LABEL

    REV REVISION (S), REVISED

    ROOFING

    RIGHT HAND

    ROUGH OPENINGRO

    RM ROOM

    RFG

    RH

    REINFORCE (D), (ING)

    RESILIENT

    REVERSE (SIDE)

    REMOVE

    RES

    RVS

    REM

    REINF

    JOINTJT

    KICKPLATE

    JOINT FILLER

    JOISTJ

    KPL

    JF

    REFERENCE

    RAIL (ING)

    RE

    RL

    RAD RADIUS

    DRAWING INDEX

    RAN RANGE

    REFRIDGERATORREF

    1. CONTRACTOR SHALL COORDINATE ALL WORK W/ THE OWNER, A/E AND OTHER TRADES/CONTRACTORS THROUGHOUT THE COURSE OF THE PROJECT.

    2. CONTRACTOR SHALL COORDINATE W/ OWNER FOR ALL OWNER RELATED SCHEDULES, PROCEDURES, CLEARANCES, & REQUIREMENTS TO ACCESS THE

    OWNER'S FACILITIES. SUCH PROCEDURES ARE INCIDENTAL TO THE CONTRACT & SHALL NOT RESULT IN EXTRA COSTS TO THE OWNER.

    3. EXISTING SITE WILL BE OCCUPIED THROUGHOUT CONSTRUCTION. DO NOT BLOCK STREETS, ROADS, ALLEYS, ETC.

    4. THE CONTRACTOR SHALL COORDINATE ALL WORK W/ THE OWNER PRIOR TO STARTING WORK.

    5. THE CONTRACTOR SHALL TAKE NOTE OF ALL EXISTING SITE CONDITIONS AND BE PREPARED TO MOVE OR DISPOSE OF OBJECTS OR MATERIALS WITHIN

    THE LIMITS OF THE PROJECT. SUCH WORK SHALL NOT BE CAUSE FOR ADDITIONAL COMPENSATION FOR A CHANGE IN THE SCOPE.

    6. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND MAKE MINOR ADJUSTMENTS AS NECESSARY. NOTIFY THE A/E OF

    ANY DISCREPANCIES WHICH MAY AFFECT THE OUTCOME OF THE WORK. DIMENSIONS SHOWN ARE FROM FACE OF FINISH TO FACE OF FINISH UNLESS

    NOTED OTHERWISE.

    7. DIMENSIONS NOTED ON DRAWINGS ARE FOR GENERAL INFORMATION ONLY. PRIOR TO SUBMITTING A BID PROPOSAL, THE CONTRACTOR SHALL

    THOROUGHLY SURVEY THE EXISTING SITE TO VERIFY EXISTING DIMENSIONS, CONDITIONS, AND DETERMINE ALL MATERIALS, LABOR, AND INCIDENTALS

    NEEDED FOR COMPLETION OF THE INTENDED CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS

    PRIOR TO FABRICATION OR CONSTRUCTION; MAKE MINOR ADJUSTMENTS; AND NOTIFY THE A/E OF ANY CONDITIONS THAT MAY AFFECT THE OUTCOME

    OF THE WORK.

    8. AFTER ALL WORK IS COMPLETED, CONTRACTOR SHALL CLEAN WORK AREAS SO THAT THEY ARE FREE OF ANY CONSTRUCTION MATERIALS, TOOL, DIRT

    AND DEBRIS. FINE GRADE, FERTILIZE, SEED AND STRAW ALL DISTURBED LAWN AREAS.

    9. EXISTING SITE IMPROVEMENTS DISTURBED OUTSIDE THE DESIGNATED CONSTRUCTION AREAS ARE TO BE REPLACED WITH EQUAL OR BETTER

    CONSTRUCTION AT THE EXPENSE OF THE CONTRACTOR. EVERY EFFORT SHALL BE MADE TO MINIMIZE SUCH DISTURBANCES.

    10. INFORMATION NOTED ON DRAWINGS ARE FOR GENERAL INFORMATION ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENTIRE LAYOUT OF THE

    SITES AND ALL LOCATION AND DEPTHS OF EXISTING UTILITIES/COMMUNICATION LINES AND REQUIRED CLEARANCES VERTICAL/HORIZONTAL.

    CONTRACTOR SHALL MAKE ADJUSTMENTS TO ENSURE PROPER INSTALLATION OF REQUIRED WORK AT NO EXTRA COST TO THE OWNER.

    11. EXISTING SITE VEGETATION AND CONSTRUCTION, SUCH AS SIDEWALKS, STOOPS, ETC., THAT ARE DISTURBED AND/OR DAMAGED DURING

    CONSTRUCTION SHALL BE REPLACED WITH EQUAL OR BETTER CONSTRUCTION AT THE EXPENSE OF THE CONTRACTOR. EVERY EFFORT SHALL BE

    MADE TO MINIMIZE SUCH DISTURBANCES AND DAMAGES.

    12. ALL ITEMS NOTED TO REMAIN SHALL NOT BE DISTURBED AND SHALL REMAIN IN PLACE. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE ANY

    DISTURBANCES. IN THE EVENT EXISTING ITEMS ARE DISTURBED, CONTRACTOR SHALL REPAIR/REPLACE WITH EQUAL OR BETTER CONSTRUCTION AT

    THE CONTRACTOR'S EXPENSE.

    13. PRIME CONTRACTOR FOR EACH BID SHALL COORDINATE REMOVAL, HAULING, AND LEGAL DISPOSAL OF ALL MATERIALS WITH SUBCONTRACTORS.

    14. CONTRACTOR SHALL MAINTAIN PROJECT SITE FREE FROM CONSTRUCTION DEBRIS AS REQUIRED BY THE OWNER. COORDINATE WITH THE OWNER.

    15. ALL REFUSE AND DEBRIS SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF BY THE CONTRACTOR. GENERAL CONTRACTOR SHALL

    COORDINATE REMOVAL, HAULING, AND LEGAL DISPOSAL OF ALL MATERIALS WITH SUBCONTRACTORS. CLEAN ALL WORK AREAS DAILY.

    16. AFTER ALL WORK IS COMPLETED, CONTRACTOR SHALL CLEAN ALL AREAS AFFECTED BY CONSTRUCTION SO THAT THEY ARE FREE OF ANY

    CONSTRUCTION DIRT AND DEBRIS.

    17. NEW WORK SHALL MATCH EXISTING ADJOINING CONSTRUCTION FOR A SMOOTH TRANSITION, EXCEPT WHERE NOTED.

    18. PROTECT EXISTING UTILITIES DURING CONSTRUCTION.

    19. CONTRACTOR SHALL NOTIFY OWNER AND A/E PRIOR TO USE OF ANY SCAFFOLDING, LIFTS, SWING STAGES, ETC. USE OF SUCH MATERIALS AND

    EQUIPMENT SHALL MEET ALL FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS AND ORDINANCES.

    20. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING/WORK PERMITS AND CERTIFICATION REQUIREMENTS. SUBMIT COPIES OF ALL

    PERMITS/CERTIFICATIONS TO A/E AND OWNER.

    21. RECONNECT ALL ITEMS THAT WERE DISCONNECTED DURING CONSTRUCTION. ENSURE ALL CONNECTIONS ARE SAFE AND WEATHER-TIGHT.

    GENERAL NOTES:

    G-001 COVER SHEET

    G-002 ABBREVIATIONS, LEGEND, GENERAL NOTES, AND SHEET INDEX

    A-100 ADA GUIDELINES & WALL TYPE DETAILS

    A-101 OVERALL FLOOR PLAN - WIRTH MIDDLE SCHOOL

    A-102 OVERALL FLOOR PLAN - WIRTH MIDDLE SCHOOL

    A-103 ENLARGED TOILET PLANS - WIRTH MIDDLE SCHOOL

    A-104 ENLARGED TOILET PLANS - WIRTH MIDDLE SCHOOL

    A-105 CEILING & TILE PLANS - WIRTH MIDDLE SCHOOL

    A-106 CEILING & TILE PLANS - WIRTH MIDDLE SCHOOL

    A-107 CEILING PLAN - WIRTH MIDDLE SCHOOL

    A-108 CEILING PLAN - WIRTH MIDDLE SCHOOL

    A-109 CEILING PLAN - WIRTH MIDDLE SCHOOL

    A-110 CEILING PLAN - WIRTH MIDDLE SCHOOL

    A-111 CEILING PLAN - WIRTH MIDDLE SCHOOL & DOOR DETAILS

    A-112 TOILET ELEVATIONS - WIRTH MIDDLE SCHOOL

    A-113 TOILET ELEVATIONS - WIRTH MIDDLE SCHOOL

    A-114 TOILET ELEVATIONS - WIRTH MIDDLE SCHOOL

    A-115 TOILET ELEVATIONS - WIRTH MIDDLE SCHOOL

    PM-100 MECHANICAL SCHEDULES AND DETAILS

    PM-101 MECHANICAL AND PLUMBING PLANS

    PM-102 MECHANICAL AND PLUMBING PLANS

    PM-103 CEILING PLAN - WIRTH MIDDLE SCHOOL

    E-101 ELECTRICAL PLANS

    E-102 ELECTRICAL PLANS

    E-103 DEMO ELEC. CEILING PLAN - WIRTH MIDDLE SCHOOL

    E-104 DEMO ELEC. CEILING PLAN - WIRTH MIDDLE SCHOOL

    E-105 DEMO ELEC. CEILING PLAN - WIRTH MIDDLE SCHOOL

    E-106 DEMO ELEC. CEILING PLAN - WIRTH MIDDLE SCHOOL

    E-107 DEMO ELEC. CEILING PLAN - WIRTH MIDDLE SCHOOL

    E-108 ELECTRICAL CEILING PLAN - WIRTH MIDDLE SCHOOL

    E-109 ELECTRICAL CEILING PLAN - WIRTH MIDDLE SCHOOL

    E-110 ELECTRICAL CEILING PLAN - WIRTH MIDDLE SCHOOL

    E-111 ELECTRICAL CEILING PLAN - WIRTH MIDDLE SCHOOL

    E-112 ELECTRICAL CEILING PLAN - WIRTH MIDDLE SCHOOL

    CODES & STANDARDS

    INTERNATIONAL BUILDING CODE 2015, EXCLUDING CHAPTER 11

    INTERNATIONAL EXISTING BUILDING CODE 2015

    INTERNATIONAL FIRE CODE 2015, EXCLUDING CHAPTER 4

    INTERNATIONAL FUEL GAS CODE 2015

    INTERNATIONAL MECHANICAL CODE 2015

    INTERNATIONAL PROPERTY MAINTENANCE CODE 2015

    INTERNATIONAL ENERGY CONSERVATION CODE 2015

    INTERNATIONAL PLUMBING CODE 2015

    NATIONAL ELECTRIC CODE 2014

    ILLINOIS PLUMBING CODE (71 ILL. ADM. CODE 890)

    ILLINOIS ACCESSIBILITY CODE (71 ILL. ADM. CODE 400)

    2010 ADA STANDARDS FOR ACCESSIBLE DESIGN

    ABBREVIATIONS,

    LEGEND, GENERAL

    NOTES, AND

    SHEET INDEX

    TLD NAL TLD

    G-002

  • 16-18

    405-455

    LC

    430-485

    17-19

    CL

    (a)

    wheelchair

    accessible

    water closets

    (b)

    ambulatory

    accessible water

    closets

    12 max

    42 min

    54 min

    1370

    305

    1065

    transfer

    side

    12 min

    305

    LC24 min

    610

    36 min

    915

    15

    m

    in

    380

    7-9

    180-230

    48

    m

    ax

    1220

    LC

    56

    m

    in

    1420

    1525

    60 min

    (a)

    adult wall hung

    water closet

    (b)

    adult floor mounted water closet

    and children's water closet

    60 min

    1525

    59

    m

    in

    1500

    (a)

    elevation

    adult

    150

    9 min

    230

    6 min

    partition

    6 min

    150

    6 min

    150

    (c)

    plan

    6 min

    (b)

    elevation

    children

    12 min

    150

    305

    partition

    35-37

    890-940

    1525

    60

    m

    in

    1065

    42

    m

    in

    (b)

    stall type

    (a)

    wall hung type

    17 max

    430

    345

    13½ min13½ min

    345

    10 max

    255

    1220

    48

    m

    ax

    34

    m

    ax

    865

    34

    m

    ax

    865

    46

    m

    ax

    1170

    > 10-24 max

    255-610

    (a) (b)

    10 max

    255

    1220

    48

    m

    ax

    15

    m

    in

    380

    48

    m

    ax

    1220

    44

    m

    ax

    1120

    >20-25 max

    510-635

    20 max

    510

    (a) (b)

    15

    m

    in

    380

    48

    m

    ax

    1220

    11 min

    27

    m

    in

    685

    280

    205

    8 min

    9 min

    230

    (a)

    elevation

    (b)

    plan

    30

    m

    in

    760

    635

    25 max17-25

    9

    230

    430-635

    6 max

    150

    30

    m

    in

    760

    (a)

    elevation

    (b)

    plan

    42 min

    48

    m

    in

    1220

    1065

    1220

    X < 48

    42 min

    1065

    X < 48

    1220

    36 min

    915

    36 min

    915

    60

    m

    in

    1525

    (a)

    180 degree turn

    (b)

    180 degree turn

    (Exception)

    1

    EXISTING CMU PARTITION

    (PLASTER @ 7-9 & 7-10)

    2

    5

    43

    6

    PORCELAIN TILE

    WALL TYPE GENERAL NOTES:

    1. WHERE POSSIBLE, WALL TYPE 4 SHALL EXTEND FROM FLOOR TO

    CEILING AND SHALL HAVE EVERY STUD BRACED BACK TO

    EXISTING WALL AT MID-HEIGHT.

    2. WHERE THE ABOVE IS NOT POSSIBLE, WALL TYPE 4 SHALL

    EXTEND A MINIMUM OF 6" ABOVE NEW CEILING AND SHALL HAVE

    EVERY STUD BRACED BACK TO EXISTING WALL AT 3'-0" O.C.

    MAXIMUM.

    3. ALL OTHER PARTITIONS SHALL EXTEND FROM FLOOR TO A

    MINIMUM OF 6" ABOVE CEILING - TILE MAY TERMINATE AT CEILING

    LEVEL IF BENEFICIAL.

    EXISTING CMU PARTITION

    PORCELAIN TILE PORCELAIN TILE

    1

    2

    " CEMENT BOARD

    3

    5

    8

    " METAL STUDS @ 16"

    O.C.

    EXISTING CMU PARTITION

    PORCELAIN TILE

    1

    2

    " CEMENT BOARD

    3

    5

    8

    " METAL STUDS @ 12"

    O.C.

    PORCELAIN TILE

    1

    2

    " CEMENT BOARD

    7

    8

    " MTL. HAT CHANNELS @ 12" O.C.

    HORIZONTAL

    PORCELAIN TILE

    EXISTING CMU PARTITION

    PORCELAIN TILE

    1

    2

    " CEMENT BOARD

    7

    8

    " MTL. HAT CHANNELS @ 12" O.C.

    HORIZONTAL

    PORCELAIN TILE

    EXISTING CMU PARTITION TO 7'-4" W/

    4" METAL STUDS @ 12" O.C. W/ EXTRA

    LAYER OF

    1

    2

    " CEMENT BOARD ABOVE

    7

    PORCELAIN TILE

    1

    2

    " CEMENT BOARD

    6" METAL STUDS @ 12" O.C.

    8

    PORCELAIN TILE

    1

    2

    " CEMENT BOARD

    6" METAL STUDS @ 12" O.C.

    1

    2

    " GYP. BOARD

    9

    5

    5

    8

    " CMU PARTITION

    PORCELAIN TILE

    DRILL A

    5

    8

    " DIAMATER BY 2” DEEP HOLE INTO THE

    EXG. CONC. SLAB TO ALIGN WITH EACH CORE OF

    THE BOTTOM COURSE OF CMU. DOWEL & FULLY

    GROUT 10” LONG REBAR INTO EACH CORE.

    DEMO EXG. LATH & PLASTER CEILING AT TOP OF

    WALL AS NECESSARY TO INSTALL STEEL ANGLES

    AT EACH SIDE OF PARTITION. STEEL ANGLES SHALL

    BE CONNECTED TO EXG. STRUCTURAL STEEL ROOF

    STRUCTURE WHICH CONSISTS OF W SHAPED

    BEAMS AT 6'-0” O.C. RUNNING PERP. TO PARTITION.

    REPLACE LATH & PLASTER CEILING DURING

    INSTALLATION OF NEW GYPSUM BOARD CEILING.

    SCALE: N.T.S.

    TOE CLEARANCE

    SCALE: N.T.S.

    KNEE CLEARANCE

    SCALE: N.T.S.

    UNOBST. FORWARD REACH

    SCALE: N.T.S.

    OBST. HIGH FORWARD REACH

    SCALE: N.T.S.

    UNOBST. SIDE REACH

    SCALE: N.T.S.

    OBST. HIGH SIDE REACH

    SCALE: N.T.S.

    WATER CLOSET LOCATION

    SCALE: N.T.S.

    SIDE WALL GRAB BAR

    SCALE: N.T.S.

    REAR WALL GRAB BAR

    SCALE: N.T.S.

    DISPENSER OUTLET LOCATION

    SCALE: N.T.S.

    SIZE OF ACC. COMPARTMENT

    SCALE: N.T.S.

    ACC. COMPARTMENT TOE CLR.

    SCALE: N.T.S.

    AMB. ACC. COMPARTMENT

    SCALE: N.T.S.

    URINAL HEIGHT / DEPTH

    CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    SIGNATURE

    BID

    P

    AC

    KA

    GE

    A

    : W

    IR

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    ID

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    02

    0 H

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    EN

    TS

    DATEMARK DESCRIPTION

    DATE

    LICENSE EXPIRES

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    11-30-2020

    SIGNATURE

    DATE

    LICENSE EXPIRES

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    01-20-2020

    1400 E. TREMONT

    STREET

    HILLSBORO, IL

    PH:217-532-3959

    CA

    HO

    KIA

    , S

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    IR

    C

    OU

    NT

    Y, IL

    LIN

    OIS

    CA

    HO

    KIA

    U

    SD

    #

    18

    7

    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

    L

    I

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    TIMOTHY L

    DOWNEN

    001.021928

    SCALE: N.T.S.

    CLEAR WIDTH AT TURNS

    ADA GUIDELINES

    & WALL TYPE

    DETAILS

    TLD NAL TLD

    A-100

    SCALE:

    WALL TYPES

    A-100

    1

    1 1/2"=1'-0"

  • SCIENCE

    LAB

    19

    SCIENCE

    LAB

    18

    SCIENCE

    LAB

    17

    SCIENCE

    LAB

    16

    SCIENCE

    LAB

    15

    SPECIAL

    ED.

    14

    SPECIAL

    ED.

    13

    SNACK

    BAR

    102A

    PASSAGE

    4

    STORAGE

    4-3

    OFFICE

    4-1

    STORAGE

    4-2

    CLASSROOM

    22

    CLASSROOM

    23

    CLASSROOM

    24

    PASSAGE

    3

    CORRIDOR

    5

    COMPUTER

    LAB

    25

    GIRLS TOILET

    ROOM

    2

    BOYS TOILET

    ROOM

    2

    ART

    ROOM

    12

    ART

    ROOM

    11

    CORRIDOR

    2

    PASSAGE

    1

    STORAGE

    12A

    WAITING

    11B

    OFFICE

    11C

    MECHANICAL

    ROOM

    12B

    STORAGE

    11A

    OFFICE

    1-3

    OFFICE

    1-2

    STORAGE

    1-1

    CLASSROOM

    10

    CLASSROOM

    9

    CLASSROOM

    8

    OFFICE

    7

    CLASSROOM

    6

    CLASSROOM

    5

    CLASSROOM

    4

    CLASSROOM

    3

    CLASSROOM

    2

    LIBRARY

    1

    CORRIDOR

    1

    GIRLS TOILET

    ROOM

    1

    BOYS TOILET

    ROOM

    1

    JANITOR

    1

    TEACHERS

    LOUNGE

    7-20

    CLINIC

    7-16

    TOILET

    7-17

    REST

    7-19

    REST

    7-18

    COUNSEL

    7-15

    COUNSEL

    7-13

    VAULT

    7-11

    ADMIN.

    ASSIST.

    7-14

    RE

    CE

    PT

    IO

    N

    7-1

    LOBBY

    1

    MENS

    TOILET

    7-10

    WOMENS

    TOILET

    7-9

    STORAGE

    7-5

    CO

    RR

    ID

    OR

    7-6

    PRINCIPAL

    7-4

    WORK

    ROOM

    7-3

    MAIN

    OFFICE

    7-2

    CAFETERIA

    101

    CORRIDOR

    3

    OFFICE

    26C

    OFFICE

    26D

    RECEPTION

    26

    COMPUTER

    LAB

    27

    JANITOR

    2

    OFFICE

    101C

    CHARGING

    AREA

    101F

    STORAGE

    101E

    WORK

    ROOM

    101H

    OFFICE

    101G

    CORRIDOR

    4

    CLASSROOM

    37

    CLASSROOM

    36

    CLASSROOM

    35

    CLASSROOM

    34

    CLASSROOM

    33

    CLASSROOM

    32

    CLASSROOM

    31

    CLASSROOM

    30

    CLASSROOM

    29

    WEIGHT RM.

    28

    GIRLS TOILET

    ROOM

    3

    BOYS TOILET

    ROOM

    3

    PASSAGE

    2

    STORAGE

    2-3

    OFFICE

    2-2

    EQUIP. RM.

    2-1

    JANITOR

    3

    STORAGE

    2-4

    TECH. RM.

    27A

    COAT RM.

    7-12

    MECH.

    26A

    MECH.

    26B

    STORAGE

    101D

    ?

    7-7

    STORAGE

    7-8

    STORAGE

    101B

    STORAGE

    101A

    TOILET

    101I

    A A

    C C

    1/2

    A-103

    3/4

    A-103

    1/2

    A-104

    5/6

    A-103

    24'-1" 23'-5" 23'-5" 23'-5" 23'-5" 23'-1" 19'-2" 23'-1" 23'-6" 23'-6" 23'-6" 23'-6" 24'-1"

    38'-0"

    38'-0"

    24'-1"23'-4"23'-5"23'-5"31'-7"31'-5"

    23'-0"

    23'-2"

    24'-2"

    24'-2"

    25'-3"

    38'-1"

    1"

    6"

    10"

    GIRL'S TOILET

    A

    2"

    ADAAG COMPLIANT

    CHARACTERS (TYP.)

    1"

    6"

    10"

    BOY'S TOILET

    B

    BRAILLE TYP.

    2"

    3/8

    "

    3/8

    "

    N

    O

    R

    T

    H

    A-101

    TLDNALTLD

    OVERALL FLOOR

    PLAN - WIRTH

    MIDDLE SCHOOL

    SCALE:

    WIRTH MIDDLE SCHOOL PLAN

    A-101

    1

    1/16"=1'-0"

    CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    SIGNATURE

    BID

    P

    AC

    KA

    GE

    A

    : W

    IR

    TH

    M

    ID

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    E S

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    OO

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    02

    0 H

    /L

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    EN

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    DATEMARK DESCRIPTION

    DATE

    LICENSE EXPIRES

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    11-30-2020

    SIGNATURE

    DATE

    LICENSE EXPIRES

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    01-20-2020

    1400 E. TREMONT

    STREET

    HILLSBORO, IL

    PH:217-532-3959

    CA

    HO

    KIA

    , S

    T. C

    LA

    IR

    C

    OU

    NT

    Y, IL

    LIN

    OIS

    CA

    HO

    KIA

    U

    SD

    #

    18

    7

    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

    LI

    C

    E

    N

    S

    E

    D

    AR

    C

    H

    I

    T

    E

    C

    T

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    TIMOTHY L

    DOWNEN

    001.021928

    SEE A-102 FOR

    CONTINUATION

    GENERAL NOTES:

    1. OWNER WILL REMOVE ALL FURNITURE AND EQUIPMENT FROM SPACES TO RECEIVE WORK.

    2. CONTRACTOR RESPONSIBLE FOR REMOVAL, SALVAGE, AND REINSTALLATION OF ALL FLOOR MOUNTED DOOR STOPS

    TO ALLOW FOR FULL REPLACEMENT OF TILE.

    3. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING NOTIFICATION TO IDPH A MINIMUM OF 10 WORKING DAYS

    PRIOR TO ABATEMENT INITIATION AND ALL OTHER REQUIRED PERMITS AND NOTIFICATIONS AND ANY RELATED FEES.

    4. FLOOR TILE AND ASSOCIATED MASTIC TO BE CONSIDERED ASBESTOS CONTAINING MATERIAL AND BE ABATED

    INTACT BY APPROPRIATELY TRAINED PERSONNEL UTILIZING INFRARED HEAT METHODS. LEGALLY DISPOSE OF ACM

    WASTE AS REQUIRED BY REGULATIONS. WORK TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE RULES

    AND REGULATIONS.

    LEGEND

    EXISTING FLOOR TILE AND FLOOR TILE MASTIC TO BE ABATED. ALL WALL BASE MATERIAL TO BE REMOVED.

    PREPARE EXISTING CONCRETE SLAB AND LOWER WALL SURFACES FOR NEW FLOORING AS SPECIFIED.

    2X2 ACOUSTIC CEILING TILE AND GRID TO BE INSTALLED AT A HEIGHT AS SCHEDULED.

    SEE SPECIFICATION SECTION 09 51 13 AND LARGE SCALE CEILING PLANS FOR ADDITIONAL INFORMATION.

    BOTH, CEILING AND FLOOR WORK TO TAKE PLACE

    THIS LEGEND APPLIES TO SHEETS A-101 AND A-102.

    DOOR SCHEDULE ABBREVIATIONS:

    EXG. - EXISTING

    HM - HOLLOW METAL

    P - PAINT

    PF - PREFINISHED

    WD - WOOD, SOLID CORE

    DOOR SCHEDULE REMARKS:

    1. PROVIDE / INSTALL NEW FRAME. PREP, PRIME & PAINT FRAME.

    2. WELD PLATE AND GRIND SMOOTH OVER ANY EXG. MORTISES

    AND PREP, PRIME & PAINT EXG. FRAME.

    3. PROVIDE / INSTALL NEW DOOR & HARDWARE INTO EXG. FRAME.

    PREP, PRIME & PAINT FRAME.

    4. PROVIDE / INSTALL NEW DOOR, FRAME & HARDWARE. PREP,

    PRIME & PAINT FRAME.

    WIRTH DOOR SCHEDULE

    DOOR

    NUMBER

    LEAF SIZE DOOR FRAME

    LABEL HW SET SIGN.

    DETAILS

    REMARKS

    WIDTH HGT. THICK. MAT'L FIN. ELEV. MAT'L FIN. ELEV. HEAD JAMB SILL

    1G 3'-4" 7'-2" -- -- -- -- HM P 1 -- -- A A B & C -- 1

    1B 3'-4" 7'-2" -- -- -- -- HM P 1 -- -- B A B & C -- 1

    2G 3'-8" 7-2" -- -- -- -- HM P 1 -- -- A A B & C -- 1

    2B 3'-8" 7'-2" -- -- -- -- HM P 1 -- -- B A B & C -- 1

    3G 3'-4" 7'-2" -- -- -- -- HM P 1 -- -- A A B & C -- 1

    3B 3'-4" 7'-2" -- -- -- -- HM P 1 -- -- B A B & C -- 1

    4G 3'-0" 7'-0" -- -- -- -- EXG.HM P 1 -- -- A G G -- 2

    4B 3'-0" 7'-0" -- -- -- -- EXG.HM P 1 -- -- B G G -- 2

    5G 3'-0" 7'-0" 1-3/4" WD PF A EXG.HM P 1 -- 2 A -- -- -- 3

    5B 3'-0" 7'-0" 1-3/4" WD PF A EXG.HM P 1 -- 2 B -- -- -- 3

    7-9 3'-0" 7'-2" 1-3/4" WD PF B HM P 2 -- 1 A D E & F -- 4

    7-10 3'-0" 7'-2" 1-3/4" WD PF B HM P 2 -- 1 B D E & F -- 4

    DOOR SCHEDULE NOTES:

    1. SEE SPEC SECTION 08 12 14 FOR INFORMATION ON HOLLOW METAL

    DOOR FRAMES.

    2. SEE SPEC SECTION 08 14 16 FOR INFORMATION ON FLUSH WOOD

    DOORS.

    3. SEE SPEC SECTION 08 71 00 FOR INFORMATION ON DOOR HARDWARE.

    4. SEE SPEC SECTION 09 90 00 FOR INFORMATION ON PAINTING.

    5. SEE SHEET A-102 FOR DOOR AND DOOR FRAME ELEVATIONS.

    6. SEE SHEET A-111 FOR DOOR DETAILS.

    7. SEE 2/A-101 FOR SIGNAGE DETAILS.

    SCALE:

    SIGNAGE DETAILS

    A-101

    2

    1 1/2"=1'-0"

  • BOYS

    TOILET

    1

    GIRLS

    TOILET

    1

    CLASSROOM

    CLASSROOM

    CLASSROOM

    ELEC.

    ROOM

    127

    LIBRARY

    107

    OFFICE

    107A

    OFFICE

    107B

    CO

    RR

    ID

    OR

    12

    6

    CORRIDOR

    123C

    SERVING

    ROOM

    123B

    GYMNASIUM

    108

    MULTI-PURPOSE

    ROOM

    123

    WOMENS

    TOILET

    119A

    MENS

    TOILET

    119B

    VE

    ST

    IB

    UL

    E

    11

    0

    CONFERENCE

    117

    RECEPTION

    116

    OFFICE

    118STORAGE

    120

    TEACHERS

    LOUNGE

    119

    JANITOR

    123A

    GIRLS

    GYMNASIUM

    105

    FIELD EQUIP.

    STORAGE

    G-4

    GIRLS

    TOILET

    5

    LOBBY

    2

    BOYS

    TOILET

    5

    OFFICE

    4-2

    STORAGE

    105A

    BAND ROOM/

    STAGE

    103

    STORAGE

    103H

    HALL

    4

    TOILET

    4-3

    STORAGE

    4-1

    GIRLS LOCKER

    STORAGE

    43

    GIRLS LOCKER

    STORAGE

    42

    BOYS

    TOILET

    4

    GIRLS

    TOILET

    4

    JANITOR

    6

    PASSAGE

    5

    CORRIDOR

    124

    CLASSROOM

    122

    SPEECH

    OFFICE

    121

    NURSES

    OFFICE

    120

    OFFICE

    8-2

    CONFERENCE

    ROOM

    8-3

    OFFICE

    8-6

    RECEPTION

    8-1

    STORAGE

    8-4

    KITCHENETTE

    8-5

    COMPUTER

    LAB

    20

    OFFICE

    103B

    OFFICE

    103C

    OFFICE

    103D

    OFFICE

    103E

    OFFICE

    103F

    OFFICE

    39A

    STORAGE

    5-2

    CORRIDOR

    5

    OFFICE

    103G

    CLASSROOM

    39

    HA

    LL

    2

    CLASSROOM

    41

    OFFICE

    5-1

    CLASSROOM

    38

    UNIFORM

    STORAGE

    103A

    TOILET

    41C

    OFFICE

    41A

    CLASSROOM

    40

    STORAGE

    3-1

    HA

    LL

    3

    STORAGE

    T-11

    TECH.

    OFFICE

    T-6

    TECH.

    STORAGE

    T-12

    CORRIDOR

    6

    STORAGE

    T-8

    STORAGE

    T-7

    OFFICE

    T-5

    TECH.

    OFFICE

    T-4

    TECH.

    STORAGE

    T-3

    TECH.

    RECEPTION

    T-1

    CLASSROOM

    21

    BOILER

    ROOM

    106

    STORAGE

    K-6

    STORAGE

    K-5

    TOILET

    K-4

    JANITOR

    5

    STORAGE

    K-2

    STORAGE

    K-3

    KITCHEN

    K-1

    CORRIDOR

    5

    CAFETERIA

    102

    STORAGE

    8-7

    JANITOR

    4

    MECH.

    40A

    STORAGE

    40B

    STORAGE

    41B

    STORAGE

    G-1

    STORAGE

    G-2

    STORAGE

    G-3

    BOYS

    GYMNASIUM

    104

    MECHANICAL

    122C

    STORAGE

    4-4

    MECH.

    122A

    STORAGE

    121A

    STORAGE

    120A

    MECH.

    120B

    COPY ROOM

    119

    TOILET

    T-9

    TOILET

    T-10

    OFFICE

    T-2

    JANITOR

    122B

    D

    D

    E

    F

    HALL

    T-13

    3/4

    A-104

    5/6

    A-104

    7/8

    A-104

    36'-9 1/2"

    23'-7"

    36'-8"

    23'-4"

    38'-1"

    A

    3'-0"

    7'-0"

    1

    OP

    EN

    IN

    G H

    EIG

    HT

    2"

    FR

    AM

    E H

    EIG

    HT

    2"

    OPEN'G

    WIDTH 2"

    FRAME

    WIDTH

    12"x24" NO-

    SIGHT LOUVER

    2

    OP

    EN

    IN

    G H

    EIG

    HT

    4"

    FR

    AM

    E H

    EIG

    HT

    2"

    OPEN'G

    WIDTH 2"

    FRAME

    WIDTH

    B

    3'-0"

    7'-2"

    N

    O

    R

    T

    H

    A-102

    TLDNALTLD

    OVERALL FLOOR

    PLAN - WIRTH

    MIDDLE SCHOOL

    SCALE:

    WIRTH MIDDLE SCHOOL PLAN

    A-102

    1

    1/16"=1'-0"

    CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    SIGNATURE

    BID

    P

    AC

    KA

    GE

    A

    : W

    IR

    TH

    M

    ID

    DL

    E S

    CH

    OO

    L

    SU

    MM

    ER

    2

    02

    0 H

    /L

    S IM

    PR

    OV

    EM

    EN

    TS

    DATEMARK DESCRIPTION

    DATE

    LICENSE EXPIRES

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    11-30-2020

    SIGNATURE

    DATE

    LICENSE EXPIRES

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    01-20-2020

    1400 E. TREMONT

    STREET

    HILLSBORO, IL

    PH:217-532-3959

    CA

    HO

    KIA

    , S

    T. C

    LA

    IR

    C

    OU

    NT

    Y, IL

    LIN

    OIS

    CA

    HO

    KIA

    U

    SD

    #

    18

    7

    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

    LI

    C

    E

    N

    S

    E

    D

    AR

    C

    H

    I

    T

    E

    C

    T

    S

    T

    A

    T

    E

    O

    F

    I

    L

    L

    I

    N

    O

    I

    S

    TIMOTHY L

    DOWNEN

    001.021928

    SEE A-101 FOR

    CONTINUATION

    SCALE:

    DOOR ELEVATIONS

    A-102

    2

    1/4"=1'-0"

    WIRTH ROOM FINISH SCHEDULE

    ROOM NAME

    ROOM

    #

    FLR. BASE

    NORTH

    WALL

    EAST

    WALL

    SOUTH

    WALL

    WEST

    WALL

    CEILING

    FINISH

    CLG.

    HGT.

    REMARKS

    GIRLS TOILET ROOM 1 PT PT PT PT PT PT GYP/P --1, 3

    BOYS TOILET ROOM 1 PT PT PT PT PT PT GYP/P --1, 3

    GIRLS TOILET ROOM 2 PT PT PT PT PT PT GYP/P --1, 3

    BOYS TOILET ROOM 2 PT PT PT PT PT PT GYP/P --1, 3

    GIRLS TOILET ROOM 3 PT PT PT PT PT PT GYP/P --1, 3

    BOYS TOILET ROOM 3 PT PT PT PT PT PT GYP/P --1, 3

    GIRLS TOILET 4 PT PT PT PT PT PT GYP/P --1, 3

    BOYS TOILET 4 PT PT PT PT PT PT GYP/P --1, 3

    GIRLS TOILET 5 PT PT PT PT PT PT ACT 9'-0"1, 2

    BOYS TOILET 5 PT PT PT PT PT PT ACT 9'-0"1, 2

    WOMENS TOILET 7-9 PT PT PT PT PT PT ACT 7'-10"1, 2

    MENS TOILET 7-10 PT PT PT PT PT PT ACT 7'-10"1, 2

    LIBRARY 1 VCT RB -- -- -- -- ACT 9'-9" --

    CLASSROOM 2 VCT RB -- -- -- -- ACT 9'-9" --

    CLASSROOM 3 VCT RB -- -- -- -- ACT 9'-9" --

    CLASSROOM 4 VCT RB -- -- -- -- ACT 9'-9" --

    CLASSROOM 5 VCT RB -- -- -- -- ACT 9'-9" --

    CLASSROOM 6 VCT RB -- -- -- -- ACT 9'-6" --

    OFFICE 7 VCT RB -- -- -- -- ACT 9'-6" --

    CLASSROOM 8 VCT RB -- -- -- -- ACT 9'-9" --

    CLASSROOM 9 VCT RB -- -- -- -- ACT 9'-9" --

    CLASSROOM 10 VCT RB -- -- -- -- ACT 9'-9" --

    ART ROOM 11 VCT RB -- -- -- -- ACT 9'-7" --

    ART ROOM 12 VCT RB -- -- -- -- ACT 9'-7" --

    SPECIAL ED. 13 VCT RB -- -- -- -- ACT 9'-9" --

    SPECIAL ED. 14 VCT RB -- -- -- -- ACT 9'-9" --

    SCIENCE LAB 15 VCT RB -- -- -- -- ACT 9'-9" --

    SCIENCE LAB 16 VCT RB -- -- -- -- ACT 9'-9" --

    SCIENCE LAB 17 VCT RB -- -- -- -- ACT 9'-9" --

    SCIENCE LAB 18 VCT RB -- -- -- -- ACT 9'-9" --

    SCIENCE LAB 19 VCT RB -- -- -- -- ACT 9'-9" --

    COMPUTER LAB 20 VCT RB -- -- -- -- ACT 9'-9" --

    CLASSROOM 21 VCT RB -- -- -- -- ACT 8'-10" --

    CLASSROOM 22 VCT RB -- -- -- -- ACT 9'-9" --

    CLASSROOM 23 VCT RB -- -- -- -- ACT 9'-9" --

    CLASSROOM 24 VCT RB -- -- -- -- ACT 9'-9" --

    COMPUTER LAB 25 VCT RB -- -- -- -- ACT 9'-9" --

    COMPUTER LAB 27 VCT RB -- -- -- -- ACT 9'-9" --

    TECH ROOM 27A VCT RB -- -- -- -- ACT 9'-9" --

    WEIGHT ROOM 28 -- -- -- -- -- -- ACT 9'-9" --

    CLASSROOM 29 -- -- -- -- -- -- ACT 9'-9" --

    CLASSROOM 30 -- -- -- -- -- -- ACT 9'-9" --

    CLASSROOM 31 -- -- -- -- -- -- ACT 9'-9" --

    CLASSROOM 32 -- -- -- -- -- -- ACT 9'-9" --

    CLASSROOM 33 -- -- -- -- -- -- ACT 9'-9" --

    CLASSROOM 34 -- -- -- -- -- -- ACT 9'-9" --

    CLASSROOM 35 -- -- -- -- -- -- ACT 9'-9" --

    CLASSROOM 36 -- -- -- -- -- -- ACT 9'-9" --

    CLASSROOM 37 -- -- -- -- -- -- ACT 9'-9" --

    LOCKER STORAGE 42 VCT RB -- -- -- -- -- -- --

    LOCKER STORAGE 43 VCT RB -- -- -- -- -- -- --

    STORAGE 4-1 VCT RB -- -- -- -- -- -- --

    OFFICE 4-2 VCT RB -- -- -- -- -- -- --

    STORAGE 4-4 VCT RB -- -- -- -- -- -- --

    TEACHER LOUNGE 7-20 VCT RB -- -- -- -- -- -- --

    HALL T-13 VCT RB -- -- -- -- -- -- --

    SNACK BAR 102A VCT RB -- -- -- -- ACT 9'-9" --

    TECH OFFICE T-4 -- -- -- -- -- -- ACT 8'-8" --

    ROOM FINISH SCHEDULE ABBREVIATIONS:

    ACT - ACOUSTICAL CEILING TILE

    PT - PORCELAIN TILE

    P - PAINT

    QEF - QUARTZ EPOXY FLOORING

    GYP - GYPSUM WALL BOARD

    RB - RUBBER BASE

    VCT - VINYL COMPOSITION TILE

    ROOM FINISH SCHEDULE REMARKS:

    1. ALTERNATE BID #1: REPLACE PORCELAIN TILE

    FLOOR & BASE W/ QUARTZ EPOXY FLOOR & BASE.

    2. NEW CEILING HEIGHT TO MATCH THAT OF DEMO'D

    EXISTING CEILING.

    3. CEILING MATERIAL & HEIGHT VARIES - SEE INTERIOR

    ELEVATIONS. INSTALL HEAVY SEALANT JOINT

    BETWEEN NEW PORCELAIN WALL TILE AND EXISTING

    GYPSUM BOARD CEILING. - PREP, PRIME AND PAINT

    GYP. CEILING.

    ROOM FINISH SCHEDULE NOTES:

    1. SEE SPEC SECTION 09 30 00 FOR INFORMATION ON

    PORCELAIN TILE.

    2. SEE SPEC SECTION 09 51 13 FOR INFORMATION ON

    ACOUSTICAL CEILINGS.

    3. SEE SPEC SECTION 09 65 00 FOR INFORMATION ON VINYL

    COMPOSITION TILE AND RUBBER BASE.

    4. SEE SPEC SECTION 09 67 00 FOR INFORMATION ON

    QUARTZ EPOXY FLOORING.

    5. SEE SPEC SECTION 09 90 00 FOR INFORMATION ON

    PAINTING.

    GENERAL NOTES:

    1. SEE A-101 FOR GENERAL NOTES AND LEGEND.

  • WOMENS

    TOILET

    7-9

    MENS

    TOILET

    7-10

    10'-1" +/- 10'-1 1/2" +/-

    13'-8" +

    /-

    2

    1 2

    1

    2

    1

    1

    1

    1

    3

    3

    4

    99

    1414

    15

    15

    1616

    17 17

    17 17

    18

    18

    18

    18

    19

    2'-0" +/-

    8'-3"+

    /-

    12

    1220

    20

    4/A-112

    WOMENS

    TOILET

    7-9

    MENS

    TOILET

    7-10

    1/A

    -112

    3/A

    -112

    2/A-112

    8/A-112

    5/A

    -112

    7/A

    -112

    6/A-112

    7-97-10

    3

    2'-11 1/2" 6'-6 1/2" 1'-10"

    5'-5"

    10'-1 1/2" 1'-11" 10'-2"

    4

    77

    4

    8

    33

    1

    1

    1

    1 1

    1

    GIRLS TOILET

    ROOM

    1

    BOYS TOILET

    ROOM

    1

    8'-0" +/- 7'-4" +/- 8'-0" +/-

    3'-8

    " +

    /-

    3'-1

    1 5

    /8

    " +

    /-

    30

    '-4

    5

    /8

    " +

    /-

    10'-4 1/2" +/-2'-7" +/-10'-4 1/2" +/-

    3

    1

    1

    1

    1

    1

    1

    1

    1

    1

    2 2

    2

    2

    8 8

    4

    3'-0" +/-

    11

    '-0

    " +

    /-

    7

    7

    6

    3

    13

    13

    12 12

    GIRLS TOILET

    ROOM

    1

    BOYS TOILET

    ROOM

    1

    10/A-112

    9/A

    -1

    12

    12

    /A

    -1

    12

    13/A-112

    11/A-112

    15/A-112

    14

    /A

    -1

    12

    17

    /A

    -1

    12

    18/A-112

    16/A-112

    1B1G

    3

    4 4

    1 1

    4 4

    1

    1

    5

    2

    2

    5

    11 1

    1

    1

    1 1

    5 5

    6

    6

    6

    6

    77

    21

    '-7

    "

    1'-0"

    1'-0"

    10

    '-6

    "

    GIRLS TOILET

    ROOM

    2

    10'-2" +/- 4'-8" +/-

    10

    '-8

    " +

    /-

    1

    1

    1

    2

    2

    1

    1

    3

    6

    55

    12

    GIRLS TOILET

    ROOM

    2

    3/A-113

    2/A

    -113

    1/A

    -113

    4/A-113

    5/A-113

    2G

    11

    2

    4

    4

    3

    1

    1

    2

    1

    1

    6

    6

    7

    13

    '-0

    "

    BOYS TOILET

    ROOM

    2

    8/A-113

    7/A

    -113

    6/A

    -113

    9/A-113

    10/A-113

    2B

    1

    3

    1

    1

    1

    4

    3

    4

    1

    1

    2

    4

    6

    6

    7

    1'-4"

    13

    '-0

    "

    1'-0"

    11

    '-3

    "

    BOYS TOILET

    ROOM

    2

    10'-2 1/2" +/-4'-7 1/2" +/-

    4'-0

    " +

    /-

    20

    '-1

    1

    /2

    " +

    /-

    11

    '-0

    " +

    /-

    1

    1

    1

    1

    1

    3

    2

    4

    11

    '-1

    1

    /4

    " +

    /-

    5

    3'-0" +/-

    12

    N

    O

    R

    T

    H

    A-103

    TLDNALTLD

    ENLARGED

    TOILET PLANS -

    WIRTH MIDDLE

    SCHOOL

    SCALE:

    ENLARGED TOILET DEMO PLAN

    A-103

    1

    1/4"=1'-0"

    CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    SIGNATURE

    BID

    P

    AC

    KA

    GE

    A

    : W

    IR

    TH

    M

    ID

    DL

    E S

    CH

    OO

    L

    SU

    MM

    ER

    2

    02

    0 H

    /L

    S IM

    PR

    OV

    EM

    EN

    TS

    DATEMARK DESCRIPTION

    DATE

    LICENSE EXPIRES

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    11-30-2020

    SIGNATURE

    DATE

    LICENSE EXPIRES

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    01-20-2020

    1400 E. TREMONT

    STREET

    HILLSBORO, IL

    PH:217-532-3959

    CA

    HO

    KIA

    , S

    T. C

    LA

    IR

    C

    OU

    NT

    Y, IL

    LIN

    OIS

    CA

    HO

    KIA

    U

    SD

    #

    18

    7

    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

    LI

    C

    E

    N

    S

    E

    D

    AR

    C

    H

    I

    T

    E

    C

    T

    S

    T

    A

    T

    E

    O

    F

    I

    L

    L

    I

    N

    O

    I

    S

    TIMOTHY L

    DOWNEN

    001.021928

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED TOILET PLAN

    A-103

    2

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED TOILET DEMO PLAN

    A-103

    3

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED TOILET PLAN

    A-103

    4

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED TOILET DEMO PLAN

    A-103

    5

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED TOILET PLAN

    A-103

    6

    1/4"=1'-0"

    N

    O

    R

    T

    H

    DEMO NOTES:

    1. DEMO EXG. PLUMBING FIXTURES & ALL RELATED ACCESSORIES.

    2. DEMO EXG. TOILET PARTITIONS & ALL RELATED ACCESSORIES OTHER THAN EXG. TOILET TISSUE

    DISPENSERS WHICH SHALL BE SALVAGED FOR REINSTALLATION.

    3. DEMO FLOORING FINISHES DOWN TO CONCRETE SLAB. DEMO ANY RUBBER OR PORCELAIN TILE BASE

    MATERIAL PRESENT.

    4. CAREFULLY SAWCUT AND REMOVE EXISTING CONCRETE SLAB AND BASE MATERIAL TO A MINIMUM

    DEPTH OF 8” TO ALLOW FOR THE INSTALLATION OF NEW PLUMBING.

    5. DEMO EXG. ACCESS PANEL.

    6. DEMO ADDITIONAL EXG. TOILET ROOM ACCESSORY.

    7. DEMO EXG. ACCESS PANEL & FRAME - PROVIDE / INSTALL NEW 24"X24" (OR 24"X12" WHERE LIMITED BY

    NEW WALL AT LAVATORIES) ACCESS PANEL INTO NEW GYP. BOARD CEILING. PREP, PRIME & PAINT

    PANEL & FRAME.

    8. DEMO EXG. STEEL HORIZONTAL PIPE SHROUD & ALL RELATED ACCESSORIES.

    9. DEMO EXG. FLOOR MOUNTED DOOR STOP.

    10. DEMO EXG. DOOR SLAB & HARDWARE - FRAME TO REMAIN. SALVAGE DEADBOLT FOR REINSTALATION.

    11. REPAIR HOLE IN EXG. CMU WALL PRIOR TO TILE INSTALLATION.

    12. CAREFULLY REMOVE & SALVAGE EXISTING SOAP DISPENSERS FOR REINSTALLATION.

    13. DEMO EXG. COVER PLATE AT PREVIOUSLY DEMO'D WATER CLOSET.

    14. DEMO EXG. DOOR FRAME, DOOR SLAB AND HARDWARE.

    15. SALVAGE EXG. RECESSED PAPER TOWEL DISP. / WASTE RECEPTACLE FOR REINSTALLATION.

    16. DEMO EXG. GYPSUM BOARD CEILING, FRAMING SYSTEM & ALL RELATED ACCESSORIES.

    17. DEMO EXG. PARTITION FRAMING, SHEATHING & ALL RELATED ACCESSORIES.

    18. DEMO EXG. TILE WAINSCOT. PATCH & PREPARE EXG. SUBSTRATE FOR NEW TILE.

    19. DEMO EXG. WOODEN COUNTER & ALL RELATED ACCESSORIES.

    20. DEMO EXITING SHEATHING AND/OR DRYWALL/PLASTER AS NEEDED TO INSTALL NEW FIXTURES.

    THESE NOTES APPLY TO A-103 AND A-104 ONLY.

    X

    GENERAL NOTES:

    1. SEE A-100 FOR ADA GUIDELINE DRAWINGS & WALL TYPE DETAILS.

    2. SEE A-101 & A-102 FOR OVERALL EXISTING FLOOR PLANS AND SCHEDULES.

    3. SEE A-105 & A-106 FOR CEILING & FLOOR PATTERN PLANS.

    4. CONTRACTOR SHALL FIELD VERIFY ALL EXG. DIMENSIONS AND CONDITIONS &

    MAKE MINOR ADJUSTMENTS AS NECESSARY. NOTIFY THE A/E OF ANY

    DISCREPANCIES WHICH MAY AFFECT THE OUTCOME OF THE WORK.

    5. EXISTING CONSTRUCTION / FINISHES DISTURBED DURING DEMOLITION /

    CONSTRUCTION / RENOVATION SHALL BE RESTORED TO A CONDITION AT

    LEAST EQUAL IN MATERIAL AND APPEARANCE TO THAT WHICH EXISTED

    BEFORE THE WORK BEGAN.

    6. ALL MATERIAL REMOVED DURING DEMOLITION SHALL BE REMOVED FROM THE

    SITE UNLESS OTHERWISE NOTED OR INDICATED.

    7. OWNER SHALL BE RESPONSIBLE FOR REMOVING MOVEABLE FURNITURE &

    EQUIPMENT FROM THE AREAS OF THE WORK. HOWEVER, CONTRACTOR

    SHALL BE PREPARED TO DEMOLISH, REMOVE & LEGALLY DISPOSE OF MINOR

    CASEWORK, WINDOW TREATMENTS, SIGNAGE, ETC. CONSIDERED TO BE

    COMMENSURATE WITH THE DEMOLITION INDICATED.

    8. SEE OTHER TRADE SHEETS FOR ADDITIONAL DEMOLITION REQUIRED FOR

    ACCESS TO PIPING AND FOR NEW DUCTWORK RUNS.

    9. PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF EXISTING FINISH,

    UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS - USE DIMENSIONS.

    10. PROVIDE & INSTALL BLOCKING BEHIND ALL WALL MOUNTED ITEMS INDICATED

    IN DRAWINGS AND SPECIFICATIONS.

    11. PROVIDE PATCHING OF WALL AND FLOOR SURFACES AS NECESSARY FOR

    DEMOLITION OPERATIONS INDICATED ON OTHER TRADE SHEETS.

    12. SEE A-110 FOR ALTERNATE BID #2 FLOOR PLANS.

    KEYED NOTES:

    1. 24” BY 24” ACCESS PANEL (PAINT PANEL TO MATCH PORCELAIN TILE) - SEE

    SPEC SECTION 08 31 13 FOR ADDITIONAL INFORMATION.

    2. 12” BY 12” ACCESS PANEL (PAINT PANEL TO MATCH PORCELAIN TILE) - SEE

    SPEC SECTION 08 31 13 FOR ADDITIONAL INFORMATION.

    3. 4” CONCRETE SLAB W/ 6”X6” W1.4 X W1.4 WWF (CENTERED IN SLAB) OVER 10 MIL

    POLY VAPOR RETARDER OVER 4” COMPACTED AGGREGATE - DOWEL NEW

    CONC. TO EXG. W/ 12” LONG #4 DOWELS @ 18” O.C.. USE ½” EXPANSION JOINT

    MATERIAL BETWEEN NEW & EXG. CONC.

    4. PREFINISHED STEEL HORIZONTAL PIPE SHROUD - SEE 9/A-104.

    5. INFILL EXG. OPENING AT PREVIOUSLY DEMO'D WATER CLOSET W/ 3

    5

    8

    " METAL

    STUDS &

    1

    2

    " CEMENT BOARD FLUSH TO FACE OF EXG. CMU PRIOR TO TILING.

    6. INFILL EXG. SKYLIGHT OPENING W/ 3

    5

    8

    " METAL STUDS @ 12" O.C. PRIOR TO NEW

    GYPSUM BOARD CEILING INSTALLATION.

    7. PROVIDE & INSTALL

    1

    2

    " LAYER OF GYP. BOARD OVER THE EXG. HARD CEILING. -

    PREP, PRIME AND PAINT GYP. CEILING.

    THESE NOTES APPLY TO A-103 AND A-104 ONLY.

    X

  • BOYS TOILET

    ROOM

    3

    GIRLS TOILET

    ROOM

    3

    8'-0" +/- 7'-4" +/- 8'-0" +/-

    3'-8

    " +

    /-

    3'-1

    1 5

    /8

    " +

    /-

    30

    '-4

    5/8

    " +

    /-

    10'-4 1/2" +/-2'-7"10'-4 1/2" +/-

    1

    1

    1

    1

    1

    1

    1

    2 2

    2

    2

    1

    1

    7

    7

    3

    3

    6 6

    8 8

    11

    '-0

    " +

    /-

    3'-0" +/-

    4

    13 13

    12 12

    4/A

    -1

    14

    BOYS TOILET

    ROOM

    3

    GIRLS TOILET

    ROOM

    3

    1/A

    -1

    14

    2/A-114

    3/A-114

    5/A-114

    11

    /A

    -1

    13

    14

    /A

    -1

    13

    12/A-113

    13/A-113

    15/A-113

    3B

    3G

    3

    4 4

    11

    1

    1

    5 5

    2

    2

    1 1

    1

    1

    1

    1

    4 4

    5 5

    6

    6

    7

    6

    6

    7

    1'-0" 1'-0"

    21

    '-7"

    10

    '-6"

    1 1

    1

    GIRLS

    TOILET

    4

    BOYS

    TOILET

    4

    7'-1

    1 1

    /2

    " +

    /-

    6'-7

    " +

    /-

    7'-1

    1 1

    /2

    " +

    /-

    3'-6 1/2" +/- 4'-1 5/8" +/- 29'-0 5/8" +/-

    10

    '-0

    " +

    /-

    2'-6

    " +

    /-

    10

    '-0

    " +

    /-

    9

    3

    6

    7

    1 1 1 1 1

    1 1

    2

    22

    6

    9

    3

    7

    4

    3'-0

    " +

    /-

    11'-6" +/-

    12

    GIRLS

    TOILET

    4

    BOYS

    TOILET

    4

    7/A

    -114

    8/A

    -114

    6/A-114

    10/A

    -114

    9/A-114

    12/A

    -114

    13/A

    -114

    1/A-115

    2/A

    -115

    11/A-114

    4G

    4B

    3

    6

    6

    6

    6

    1

    1

    11

    1

    1 1

    44

    1 3

    1

    1

    1

    1

    6

    6

    6

    6

    7

    7

    1'-0

    "1

    '-0

    "

    11'-2"

    23'-3"

    BOYS

    TOILET

    5

    6/A

    -115

    5/A

    -115

    3/A-115

    4/A-115

    7/A-115

    5B

    2

    1

    1

    4

    1

    4

    1

    4

    1

    1

    9'-2"

    11

    1

    /2

    "

    8 3

    /8

    "

    5'-3"

    4'-10 1/2" 9'-2"

    1'-0

    "

    4

    BOYS

    TOILET

    5

    4'-2

    " +

    /-

    11

    '-3

    5

    /8

    " +

    /-

    8'-9 1/2" +/-

    18'-0 1/2" +/-

    9

    10

    5

    3

    11

    1

    1

    2

    1

    12

    16

    17

    GIRLS

    TOILET

    5

    3'-1

    1" +

    /-

    11

    '-4

    5

    /8

    " +

    /-

    8'-8 1/2" +/-

    18'-0 1/2" +/-

    9

    10

    3

    1

    22

    1 1

    12

    1

    16

    17

    GIRLS

    TOILET

    5

    11

    /A

    -1

    15

    10

    /A

    -1

    15

    9/A-115

    8/A-115

    12/A-115

    5G

    1

    1

    1

    4

    1

    1

    4

    1

    11 3/8"

    1'-0"

    4'-10 1/2" 9'-2"

    5'-4"

    4

    1'-0"+

    /-

    1'-0"

    6"

    10 GAGE STEEL CLEAT

    MECHANICAL FASTENERS @ 6" O.C.

    SLOPED TOP

    10 GAGE PRE-FINISHED STEEL PIPE

    SHROUD - COLOR AS SELECTED BY A/E

    EXG. PIPING TO REMAIN - DO

    NOT DISTURB INSULATION

    10 GAGE STEEL ANGLE

    MECHANICAL FASTENERS @ 6" O.C.

    MECHANICAL FASTENERS @ 6" O.C.

    1 1/2"

    1 1/2"

    A-104

    TLDNALTLD

    ENLARGED

    TOILET PLANS -

    WIRTH MIDDLE

    SCHOOL

    CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    SIGNATURE

    BID

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    DATE

    LICENSE EXPIRES

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    11-30-2020

    SIGNATURE

    DATE

    LICENSE EXPIRES

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    01-20-2020

    1400 E. TREMONT

    STREET

    HILLSBORO, IL

    PH:217-532-3959

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    #

    18

    7

    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

    LI

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    SCALE:

    ENLARGED TOILET DEMO PLAN

    A-104

    1

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED TOILET PLAN

    A-104

    2

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED TOILET DEMO PLAN

    A-104

    3

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED TOILET PLAN

    A-104

    4

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED TOILET DEMO PLAN

    A-104

    7

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED TOILET PLAN

    A-104

    8

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED TOILET DEMO PLAN

    A-104

    5

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED TOILET PLAN

    A-104

    6

    1/4"=1'-0"

    SCALE:

    PIPE SHROUD DETAIL

    A-104

    4

    3"=1'-0"

    GENERAL NOTES:

    1. SEE A-103 FOR DEMO AND KEYED NOTES.

  • WOMENS

    TOILET

    7-9

    MENS

    TOILET

    7-10

    PT

    QE

    F

    EX

    G

    USE SEALANT JOINT AT

    PERIMETER OF ROOM

    GIRLS TOILET

    ROOM

    1

    BOYS TOILET

    ROOM

    1

    PT

    QE

    F

    EX

    G

    PT

    QE

    F

    EX

    G

    US

    E S

    EA

    LA

    NT

    JO

    IN

    T

    USE SEALANT JOINT AT

    PERIMETER OF ROOM

    3

    A-107

    2

    A-107

    3

    A-107

    2

    A-107

    GIRLS TOILET

    ROOM

    2

    PT

    QEF

    EXG

    USE SEALANT JOINT AT

    PERIMETER OF ROOM

    US

    E S

    EA

    LA

    NT

    JO

    IN

    T

    2

    A-107

    WOMENS

    TOILET

    7-9

    MENS

    TOILET

    7-10

    2

    7'-10" A.F.F.

    7'-6" A.F.F.

    GIRLS TOILET

    ROOM

    1

    BOYS TOILET

    ROOM

    1

    1

    1

    9'-6" A.F.F.

    10'-0" A.F.F.

    GIRLS TOILET

    ROOM

    2

    1

    9'-0

    " A

    .F

    .F

    .9

    '-6

    " A

    .F

    .F

    .

    BOYS TOILET

    ROOM

    2

    1

    9'-0

    " A

    .F

    .F

    .9

    '-6

    " A

    .F

    .F

    .

    BOYS TOILET

    ROOM

    2

    PT

    QEF

    EXG

    USE SEALANT JOINT AT

    PERIMETER OF ROOM

    2

    A-107

    LEGEND:

    CEILING MOUNTED LIGHT FIXTURE - SEE E-SHEETS

    CEILING MOUNTED OCCUPANCY SENSOR - SEE E-SHEETS

    CEILING MOUNTED SMOKE DETECTOR

    CEILING MOUNTED FIRE ALARM DEVICE - SEE E-SHEETS

    CEILING MOUNTED WIRELESS ACCESS POINT

    EMERGENCY LIGHT FIXTURE - SEE E-SHEETS

    EGG - CRATE CEILING DIFFUSER - SEE PM-SHEETS

    EXHAUST GRILLE - SEE PM-SHEETS

    RADIANT CEILING PANEL - PM - SHEETS

    ACOUSTIC PANEL CEILING

    EXISTING CEILING

    1/2" GYP. BD. ON 3 5/8"

    MTL. STUDS @ 16" O.C.

    PREP, PRIME & PAINT

    N

    O

    R

    T

    H

    A-105

    TLDNALTLD

    CEILING & TILE

    PLANS - WIRTH

    MIDDLE SCHOOL

    SCALE:

    ENLARGED CEILING PLAN

    A-105

    1

    1/4"=1'-0"

    CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    SIGNATURE

    BID

    P

    AC

    KA

    GE

    A

    : W

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    0 H

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    S IM

    PR

    OV

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    EN

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    DATEMARK DESCRIPTION

    DATE

    LICENSE EXPIRES

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    11-30-2020

    SIGNATURE

    DATE

    LICENSE EXPIRES

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    01-20-2020

    1400 E. TREMONT

    STREET

    HILLSBORO, IL

    PH:217-532-3959

    CA

    HO

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    SD

    #

    18

    7

    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

    LI

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    DOWNEN

    001.021928

    N

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    T

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    SCALE:

    ENLARGED FLOOR TILE PLAN

    A-105

    2

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED CEILING PLAN

    A-105

    3

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED FLOOR TILE PLAN

    A-105

    4

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED CEILING PLAN

    A-105

    5

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED FLOOR TILE PLAN

    A-105

    6

    1/4"=1'-0"

    N

    O

    R

    T

    H

    KEYED NOTES:

    1. 6" METAL STUD AND GYPSUM BOARD BULKHEAD. SEE DETAIL 7, THIS

    SHEET AND SPEC SECTION 09 21 16 FOR ADDITIONAL INFORMATION.

    THESE NOTES APPLY TO A-105 AND A-106 ONLY.

    X

    GENERAL NOTES:

    1. SEE A-100 FOR ADA GUIDELINE DRAWINGS & WALL TYPE DETAILS.

    2. SEE A-101 & A-102 FOR OVERALL EXISTING FLOOR PLANS.

    3. SEE A-105 & A-106 FOR CEILING & FLOOR PATTERN PLANS.

    4. SEE OTHER TRADE SHEETS FOR ADDITIONAL INFORMATION ON

    LIGHTING, OCCUPANCY SENSORS, DIFFUSERS, ETC.

    5. ALL CEILING MOUNTED ITEMS SHALL BE CENTERED OR

    SYMMETRICALLY LOCATED IN LAY-IN PANELS OR IN GYPSUM BOARD

    CEILINGS IN A CONSISTENT PATTERN, UNLESS NOTED OTHERWISE.

    6. SEE SPEC SECTION 09 51 13 FOR INFORMATION ON SUSPENDED

    ACOUSTIC PANEL CEILINGS.

    7. REMOVE PAINT FROM EXISTING GLAZED CMU BASE AND ABRADE

    CMU AS RECOMMENDED BY PORCELAIN TILE AND / OR QUARTZ

    EPOXY FLOORING MANUFACTURER FOR PROPER ADHERENCE OF

    NEW MATERIALS.

    NOTE: ALT. BID #1: REPLACE FLOOR / BASE

    PORCELAIN TILE W/ QUARTZ EPOXY FLOORING

    NOTE: ALT. BID #1: REPLACE FLOOR / BASE

    PORCELAIN TILE W/ QUARTZ EPOXY FLOORING

    NOTE: ALT. BID #1: REPLACE FLOOR / BASE

    PORCELAIN TILE W/ QUARTZ EPOXY FLOORING

    SCALE:

    TYPICAL CEILING DETAIL

    A-105

    7

    1/2"=1'-0"

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextT

    AutoCAD SHX TextT

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextS

    AutoCAD SHX TextWAP

  • BOYS TOILET

    ROOM

    3

    GIRLS TOILET

    ROOM

    3

    PT

    QE

    F

    EX

    G

    PT

    QE

    F

    EX

    G

    USE SEALANT JOINT AT

    PERIMETER OF ROOM

    US

    E S

    EA

    LA

    NT

    JO

    IN

    T

    3

    A-107

    2

    A-107

    3

    A-107

    2

    A-107

    GIRLS

    TOILET

    4

    BOYS

    TOILET

    4

    PT

    QEF

    EXG

    PT

    QEF

    EXG

    USE SEALANT JOINT

    USE SEALANT JOINT AT

    PERIMETER OF ROOM

    4

    A-107

    4

    A-107

    4

    A-107

    4

    A-107

    BOYS

    TOILET

    5

    PT

    QE

    F

    EX

    G

    USE SEALANT JOINT AT

    PERIMETER OF ROOM

    GIRLS

    TOILET

    5

    PT

    QE

    F

    EX

    G

    USE SEALANT JOINT AT

    PERIMETER OF ROOM

    BOYS TOILET

    ROOM

    3

    GIRLS TOILET

    ROOM

    3

    9'-6" A.F.F.

    10'-0" A.F.F.

    1 1

    BOYS

    TOILET

    5

    9'-0" A.F.F.

    GIRLS

    TOILET

    5

    9'-0" A.F.F.

    GIRLS

    TOILET

    4

    BOYS

    TOILET

    4

    9'-6" A.F.F.

    1

    1

    10'-0" A.F.F.

    A-106

    TLDNALTLD

    CEILING AND TILE

    PLANS - WIRTH

    MIDDLE SCHOOL

    CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    SIGNATURE

    BID

    P

    AC

    KA

    GE

    A

    : W

    IR

    TH

    M

    ID

    DL

    E S

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    ER

    2

    02

    0 H

    /L

    S IM

    PR

    OV

    EM

    EN

    TS

    DATEMARK DESCRIPTION

    DATE

    LICENSE EXPIRES

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    11-30-2020

    SIGNATURE

    DATE

    LICENSE EXPIRES

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    01-20-2020

    1400 E. TREMONT

    STREET

    HILLSBORO, IL

    PH:217-532-3959

    CA

    HO

    KIA

    , S

    T. C

    LA

    IR

    C

    OU

    NT

    Y, IL

    LIN

    OIS

    CA

    HO

    KIA

    U

    SD

    #

    18

    7

    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

    LI

    C

    E

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    AR

    C

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    I

    T

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    O

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    TIMOTHY L

    DOWNEN

    001.021928

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED CEILING PLAN

    A-106

    1

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED FLOOR TILE PLAN

    A-106

    2

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED CEILING PLAN

    A-106

    3

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED FLOOR TILE PLAN

    A-106

    4

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED CEILING PLAN

    A-106

    7

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED FLOOR TILE PLAN

    A-106

    8

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED CEILING PLAN

    A-106

    5

    1/4"=1'-0"

    N

    O

    R

    T

    H

    SCALE:

    ENLARGED FLOOR TILE PLAN

    A-106

    6

    1/4"=1'-0"

    NOTE: SEE A-105 FOR NOTES AND LEGEND

    NOTE: ALT. BID #1: REPLACE FLOOR / BASE

    CERAMIC TILE W/ QUARTZ EPOXY FLOORING

    NOTE: ALT. BID #1: REPLACE FLOOR / BASE

    PORCELAIN TILE W/ QUARTZ EPOXY FLOORING

    NOTE: ALT. BID #1: REPLACE FLOOR / BASE

    PORCELAIN TILE W/ QUARTZ EPOXY FLOORING

    NOTE: ALT. BID #1: REPLACE FLOOR / BASE

    PORCELAIN TILE W/ QUARTZ EPOXY FLOORING

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextOS

    AutoCAD SHX TextT

    AutoCAD SHX TextT

  • A

    B

    CLASSROOM

    32

    CLASSROOM

    32

    CLASSROOM

    34

    CLASSROOM

    35

    CLASSROOM

    36

    CLASSROOM

    37

    CLASSROOM

    31

    BOYS TOILET

    ROOM

    3

    GIRLS TOILET

    ROOM

    3

    WEIGHT ROOM

    28

    COMPUTER

    LAB

    27

    BOYS TOILET

    ROOM

    2

    A

    B

    1 1 1 1 1 14

    1 1 1

    CLASSROOM

    29

    1 2

    1

    A-106

    5

    A-105

    13 13 13 13 13 13 13

    13 13

    CLASSROOM

    30

    13

    13 13 13 13

    1

    10 GAGE STEEL STAINLESS STEEL

    FABRICATION W/ PRE-DRILLED COUNTER

    SUNK HOLES FOR FASTENERS @ 6" O.C.

    STAINLESS STEEL MECHANICAL

    COUNTER SUNK FASTENERS @ 6" O.C.

    3 5/8"

    3"

    MATERIAL FOLDED TO

    MATCH TILE THICKNESS

    SEALANT (TYPICAL)

    PORCELAIN TILE (TYPICAL)

    EXG. BULLNOSE CMU WALL

    10 GAGE STEEL STAINLESS STEEL

    FABRICATION W/ PRE-DRILLED COUNTER

    SUNK HOLES FOR FASTENERS @ 6" O.C.

    STAINLESS STEEL MECHANICAL

    COUNTER SUNK FASTENERS @ 6" O.C.

    MATERIAL FOLDED TO

    MATCH TILE THICKNESS

    SEALANT (TYPICAL)

    PORCELAIN TILE (TYPICAL)

    EXG. BULLNOSE CMU WALL

    10 GAGE STEEL STAINLESS STEEL

    FABRICATION W/ PRE-DRILLED COUNTER

    SUNK HOLES FOR FASTENERS @ 6" O.C.

    STAINLESS STEEL MECHANICAL

    COUNTER SUNK FASTENERS @ 6" O.C.

    MATERIAL FOLDED TO

    MATCH TILE THICKNESS

    SEALANT (TYPICAL)

    PORCELAIN TILE (TYPICAL)

    EXG. BULLNOSE CMU WALL

    3"

    3"

    5" 5 1/2"

    HORIZONTAL HAT CHANNELS

    1

    2

    " CEMENT BOARD

    1

    2

    " CEMENT BOARD (TYPICAL)

    HORIZONTAL HAT CHANNELS

    N

    O

    R

    T

    H

    A-107

    TLDNALTLD

    CEILING PLAN -

    WIRTH MIDDLE

    SCHOOL

    SCALE:

    WIRTH MIDDLE SCHOOL CEILING PLAN

    A-107

    1

    1/8"=1'-0"

    CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    SIGNATURE

    BID

    P

    AC

    KA

    GE

    A

    : W

    IR

    TH

    M

    ID

    DL

    E S

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    OO

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    2

    02

    0 H

    /L

    S IM

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    OV

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    EN

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    DATEMARK DESCRIPTION

    DATE

    LICENSE EXPIRES

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    11-30-2020

    SIGNATURE

    DATE

    LICENSE EXPIRES

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    01-20-2020

    1400 E. TREMONT

    STREET

    HILLSBORO, IL

    PH:217-532-3959

    CA

    HO

    KIA

    , S

    T. C

    LA

    IR

    C

    OU

    NT

    Y, IL

    LIN

    OIS

    CA

    HO

    KIA

    U

    SD

    #

    18

    7

    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

    LI

    C

    E

    N

    S

    E

    D

    AR

    C

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    NOTE: SEE A-111 FOR NOTES AND LEGEND

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    A-108

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    CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    SIGNATURE

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    DATE

    LICENSE EXPIRES

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    11-30-2020

    SIGNATURE

    DATE

    LICENSE EXPIRES

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    01-20-2020

    1400 E. TREMONT

    STREET

    HILLSBORO, IL

    PH:217-532-3959

    CA

    HO

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    18

    7

    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

    LI

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    DOWNEN

    001.021928

    NOTE: SEE A-111 FOR NOTES AND LEGEND

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  • A A

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    SCHOOL

    SCALE:

    WIRTH MIDDLE SCHOOL CEILING PLAN

    A-109

    1

    1/8"=1'-0"

    CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    SIGNATURE

    BID

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    DATEMARK DESCRIPTION

    DATE

    LICENSE EXPIRES

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    11-30-2020

    SIGNATURE

    DATE

    LICENSE EXPIRES

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    01-20-2020

    1400 E. TREMONT

    STREET

    HILLSBORO, IL

    PH:217-532-3959

    CA

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    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

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    DOWNEN

    001.021928

    NOTE: SEE A-111 FOR NOTES

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    TECH.

    OFFICE

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    1

    13

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    15 TYP. OF 4

    15

    16

    16

    BOYS

    3

    GIRLS

    3

    18"X30" FRAMED

    MIRROR (TYP.)

    LAV-3 - SEE SPEC

    SECTION 22 40 00

    (TYP.)

    ELEC. HAND

    DRYER - SEE

    E-SHEETS (TYP.)

    SOAP DISPENSER

    (TYP.)

    COUNTER BRACKET

    (TYP. OF 5)

    POST FORMED

    PLAM COUNTER

    A-115

    13

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    9

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    1

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    1

    18"X30" FRAMED

    MIRROR (TYP.)

    LAV-3 - SEE SPEC

    SECTION 22 40 00

    (TYP.)

    ELEC. HAND

    DRYER - SEE

    E-SHEETS (TYP.)

    SOAP DISPENSER

    (TYP.)

    COUNTER BRACKET

    (TYP. OF 5)

    POST FORMED

    PLAM COUNTER

    A-115

    13

    TYP.

    9

    GIRLS

    4

    BOYS

    4

    1'-5" 2'-6" 2'-7" 2'-7" 1'-5"

    10'-6"

    COUNTER LENGTH

    10'-7 7/8"

    FACES OF MASONRY

    10'-7 7/8"

    FACES OF MASONRY

    10'-6"

    COUNTER LENGTH

    18"X30" FRAMED

    MIRROR (TYP.)

    LAV-3 - SEE SPEC

    SECTION 22 40 00 (TYP.)

    ELEC. HAND DRYER -

    SEE E-SHEETS

    SOAP DISPENSER (TYP.)

    COUNTER BRACKET

    (TYP. OF 5)

    POST FORMED PLAM

    COUNTER

    A-1

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    SCHOOL

    SCALE:

    WIRTH MIDDLE SCHOOL CEILING PLAN

    A-110

    1

    1/8"=1'-0"

    CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    SIGNATURE

    BID

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    DATE

    LICENSE EXPIRES

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    11-30-2020

    SIGNATURE

    DATE

    LICENSE EXPIRES

    Hurst-Rosche, Inc.

    PROFESSIONAL DESIGN NUMBER: 184-000298PROFESSIONAL DESIGN NUMBER: 184-000298

    www.hurst-rosche.com

    01-20-2020

    1400 E. TREMONT

    STREET

    HILLSBORO, IL

    PH:217-532-3959

    CA

    HO

    KIA

    , S

    T. C

    LA

    IR

    C

    OU

    NT

    Y, IL

    LIN

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    SD

    #

    18

    7

    112 N. KANSAS STREET

    EDWARDSVILLE, IL 62025

    P: 618-659-8709

    P: 618-656-8353

    ENGINEERS, LLC

    LI

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    DOWNEN

    001.021928

    NOTE: SEE A-111 FOR NOTES

    N

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    ALT. BID #2 FLOOR PLAN

    A-110

    2

    1/8"=1'-0"

    N

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    SCALE:

    ALT. BID #2 FLOOR PLAN

    A-110

    3

    1/8"=1'-0"

    N

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    ALT. BID #2 FLOOR PLAN

    A-110

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  • E

    F

    BOYS

    TOILET

    5

    GIRLS

    TOILET

    5

    BOYS

    GYMNASIUM

    104

    E

    F

    5

    A-106

    7

    A-106

    B.O.S. = 22'-1" A.F.F.

    B.O.S. = 22'-9" A.F.F.

    B.O.S. = 23'-5 1/2" A.F.F.

    B.O.S. = 24'-1 1/2" A.F.F.

    B.O.S. = 24'-9 1/2" A.F.F.

    B.O.S. = 25'-5" A.F.F.

    B.O.S. = 26'-1" A.F.F.

    B.O.S. = 25'-4" A.F.F.

    B.O.S. = 24'-9" A.F.F.

    B.O.S. = 24'-1 1/2" A.F.F.

    B.O.S. = 24'-1" A.F.F.

    B.O.S. = 24'-2" A.F.F.

    8'-0"+/- 8'-0"+/- 8'-0"+/-8'-0"+/- 8'-0"+/- 8'-0"+/- 8'-0"+/-8'-0"+/-8'-0"+/- 8'-0"+/- 8'-0"+/- 8'-0"+/-

    13'-9 1/2"+

    /-

    16'-11"+

    /-

    13'-9 1/2"+

    /-

    16'-11"+

    /-

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    /-

    16'-11"+

    /-

    9

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    HEAD

    D

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    T H

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    D

    H.M. FRAME

    5/8" TYPE X GYP. BD.

    MTL. STUD HEADER -

    THICKNESS TO MATCH

    EXISTING WALL

    SEALANT BOTH SIDES

    1/2" CEMENTITIOUS

    BACKER BOARD

    PORCELAIN WALL TILE

    3

    5

    8

    " MTL. STUDS @ 16" O.C.

    SOLID CORE WOOD DOOR

    JAMB

    E

    2"

    H.M. FRAME

    5/8" TYPE X GYP. BD.

    DOUBLE MTL. STUD JAMB

    SEALANT BOTH SIDES

    1/2" CEMENTITIOUS

    BACKER BOARD

    PORCELAIN WALL TILE

    MTL. STUDS @ 16" O.C.

    SOLID CORE WOOD

    DOOR

    H.M. FRAME

    SEALANT BOTH SIDES

    1/2" CEMENTITIOUS

    BACKER BOARDPORCELAIN WALL TILE

    SOLID CORE WOOD DOOR

    VERIFYVERIFY

    VERIFY

    2"

    1/2" CEMENTITIOUS

    BACKER BOARD

    PORCELAIN WALL TILE

    JAMB

    F

    6" MTL. STUDS @ 16" O.C.

    6" TRIPLE MTL. STUD JAMB

    5/8" TYPE X GYP. BD.

    7 1/2"

    2"

    HEAD

    A

    JAMB

    B

    7 1/2"

    2"

    H.M. FRAME

    EXG. CMU & STL.

    PLATE LINTEL

    SEALANT BOTH SIDES

    PORCELAIN TILE

    H.M. FRAME

    EXG. CMU

    SEALANT BOTH SIDES

    PORCELAIN TILE

    COUNTERSINK BOLT

    HEAD, FILL AND

    GRIND SMOOTH - 3

    PER JAMB

    EXISTING OPENING ANCHOR

    7 1/2"

    2"

    H.M. FRAME

    EXG. CMU

    SEALANT BOTH SIDES

    PORCELAIN TILE

    JAMB

    C

    COUNTERSINK BOLT

    HEAD, FILL AND GRIND

    SMOOTH - 3 PER JAMB

    EXISTING OPENING ANCHOR

    TOUCH UP CORRIDOR PAINT

    TOUCH UP CORRIDOR PAINT

    HEAD / JAMB

    G

    2"

    1 3

    /4

    "

    3 1/8"+/-

    EXG. H.M. FRAME

    EXG. CMU

    PORCELAIN WALL TILE

    FILL W/ MORTAR

    16 GA. STEEL BENT

    WELDED TO EXG. FRAME

    SEALANT

    10

    11

    8

    ROUT AWAY EDGES OF PANELS

    AS NECESSARY TO FIT

    AROUND EXISTING FLANGE

    10

    8

    7

    11

    6" +/-

    LEGEND:

    CEILING MOUNTED LIGHT FIXTURE - SEE E-SHEETS

    CEILING MOUNTED OCCUPANCY SENSOR - SEE E-SHEETS

    CEILING MOUNTED FIRE ALARM DEVICE - SEE E-SHEETS

    EMERGENCY LIGHT FIXTURE - SEE E-SHEETS

    RADIANT CEILING PANEL - PM SHEETS

    THERMOSTAT

    EXISTING SUPPLY DIFFUSER - SEE PM SHEETS

    REINSTALLED EXISTING RETURN DIFFUSER - SEE PM SHEETS

    N

    O

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    T

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    A-111

    TLDNALTLD

    CEILING PLAN -

    WIRTH MIDDLE

    SCHOOL & DOOR

    DETAILS

    SCALE:

    WIRTH MIDDLE SCHOOL CEILING PLAN

    A-111

    1

    1/8"=1'-0"

    CHECK:DRAWN:DESIGN:

    2020 HURST-ROSCHE, INC.

    PROJECT NO:

    SIGNATURE

    BID

    P

    AC

    KA

    GE

    A

    : W

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    DATEMARK DESCRIPTION

    DATE

    LICENSE EXPIRES

    150-2229

    EAST ST. LOUIS, IL

    MARION, IL

    ARNOLD, MO

    NEOSHO, MO

    NASHVILLE, TN

    DATE: 01-20-2020

    11-30-2020

    SIGNATU