3-26-28 Part 3 Drawings.pdf

PDF 17 MB Posted

Attached to
West M. S. Auditorium Remodel
Solicitation number
IFB No. 26-28
Issued by
Washington County, Illinois

About this file

This is an architectural drawing set for the West Middle School Auditorium Remodel project located at 1900 N Rockton Avenue, Rockford, Illinois 61103, prepared for Rockford Public Schools by Ollmann Ernest Martin Architects Engineers Designers. The project encompasses a comprehensive auditorium renovation including demolition of existing seating and infrastructure, installation of 592 new Odyssey 20-inch seats with self-rising mechanisms plus 8 ADA-compliant spaces with removable chairs, construction of new concrete ramp and stairway systems to meet ADA requirements, remodeling of the control room and ticket booth with lowered floor levels, installation of new metal stud walls with gypsum board and sound insulation, new door frames and hardware, updated electrical systems including low-voltage lighting for seat-mounted fixtures, and various wall, floor, and ceiling finishes. The drawings include detailed floor plans for basement, first floor, and second floor levels; demolition and finish plans; building sections and elevations; door schedules and interior elevations; wall sections and details; and comprehensive electrical plans with specifications. Special inspections are required for concrete construction, reinforcing steel placement, soil testing, fire-resistant penetrations and joints, and smoke control systems by an approved testing agency.

The specifications provided establish requirements for all electrical work to comply with the National Electrical Code (NFPA-70), International Building Code, and local ordinances, with all permits and inspections to be obtained by the general contractor. Electrical work includes installation of new branch circuits, receptacles, switches, lighting fixtures, conduit systems, and coordination with mechanical equipment. All materials must be new, UL-listed where applicable, and properly grounded. The project requires coordination of services across multiple trades including seating vendors, mechanical and HVAC contractors, and electrical subcontractors, with documented verification of field conditions prior to installation and coordination of all work to maintain the building in service during construction. The document issued on January 20, 2026, represents Project #26-06 for Rockford Public Schools with OEMA Project #2025-126 and references IFB #26-28.

View the file

Other files

File Type Posted
1-26-28 Part 2 Project Manual.pdf PDF
2-26-28 Part 1 Bid Specs.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

WEST MIDDLE SCHOOL - AUDITORIUM REMODEL

1900 N Rockton Ave, Rockford, IL 61103

SPECIAL INSPECTIONS

LOCATION MAP

EXISTING DOOR

LINTEL TAG

FIRE EXTINGUISHER, SEMI RECESSED CAB

101-A xx A4

XX

A101

NEW DOOR

DETAIL NUMBER

SECTION or ELEVATION DETAIL NUMBER

SHEET NUMBER

SHEET NUMBER

HALL

D119 ROOM NUMBER

ROOM NAME

DOOR NUMBER - SEE SHT A301

DESCRIPTION

FE-1

B4/S401

W1

FOUNDATION SECTION DETAIL

FLOOR DRAIN

FEC-1

WINDOW FRAME TYPE,

SEE SHEET A301

TOILET ACCESSORY INDENTIFICAITON:

SEE ACCESSORY SCHEDULE

FD

CARD READER - ACCESS CONTROL

DEVICES BY OWNER'S SECURITY VENDOR

CREXISTING ELEMENT/FIXTURE, FIELD

VERIFY CONDITION

(X)

EXISTING FIRE EXTINGUISHEREX-FE

SURFACE MOUNTED FIRE EXTINGUISHER

SYMBOL KEY

501 7th Street, Rockford, Illinois 61108

IFB # 26-28

RPS PROJ. #26-06

OEMA PROJ. #2025-126

MEP:

ILLINOIS PROFESSIONAL DESIGN FIRM #184-004048

SEALS

ARCHITECTURAL:

ILLINOIS PROFESSIONAL DESIGN FIRM #184-004048

SHEET INDEX

A-a101

DI

SC

IP

LIN

E

BU

ILD

IN

G

AR

EA

IF

P

RE

SE

NT

SH

EE

T

NU

MB

ER

DISCIPLINE LEGEND

T = GENERAL

O - = OVERALL (+ DISCPLINE)

C = CIVIL

A = ARCHITECTURAL

S = STRUCTURAL

H = HEATING VENTILATION AIR CONDITIONING

P = PLUMBING

E = ELECTRICAL

TC = COMMUNICATION / LOW-VOLTAGE /

FIRE ALARM

IS

SU

ED

: 1

-2 0-

SHEET INDEX

T101 TITLE SHEET

GENERAL

ARCHITECTURAL

FIRE EXTINGUISHER, RECESSED CABFEC-2

EXISTING FIRE EXTINGUISHER, RECESSED CABEX-FEC

ELECTRIC WATER COOLEREWC

I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE COMPLY WITH (2024 IEBC & IBC UPON WHICH THE PLANS AND SPECIFICATIONS WERE DRAWN), AS WELL AS THE APPLICABLE REQUIREMENTS OF 23 ILL. ADM. CODE 180.

1) ALL DOCUMENTATION AND TESTING NECESSARY / REQUIRED FOR PERMIT / APPROVAL SHALL BE ADDRESSED BY GENERAL

CONTRACTOR.

2) ALL CONTRACTORS SHALL BE RESPONSIBLE FOR WORK COMPLYING WITH CODES LISTED.

3) DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. CONTACT ARCHITECT IF ANY DISCREPANCIES

OCCUR.

4) VERIFY FIELD CONDITIONS PRIOR TO INSTALLATION OF MATERIALS. COORDINATE WORK WITH ALL TRADES.

5) THE ARCHITECT DOES NOT SUPERVISE, WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OF CONSTRUCTION

MEANS, METHODS, TECHNIQUES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS.

6) BUILDING SHALL BE EQUIPPED WITH FULL FIRE ALARM SYSTEM. FIRE ALARM SYSTEM SUBCONTRACTOR SHALL BE RESPONSIBLE FOR SUBMISSION OF ALL NECESSARY ENGINEERING AND SYSTEM DOCUMENTATION TO LOCAL FIRE

AUTHORITY TO SECURE ALL APPLICABLE PERMITS.

1. THE CONTRACTOR SHALL COORDINATE THE SERVICES OF AN INDEPENDENT TESTING LABORATORY, OR LABORATORIES, AS HIRED BY THE OWNER, TO PERFORM TESTS AND MAKE INSPECTIONS AS SPECIFIED HEREIN. SERVICES TO BE PERFORMED

AS DESCRIBED BELOW SHALL INCLUDE THE FOLLOWING:

A) CONCRETE CONSTRUCTION,

B) INSPECTION OF FABRICATORS,

C) SOIL TESTING,

D) FIRE-RESISTANT PENETRATIONS AND JOINTS

2. TESTING LABORATORY SHALL BE RESPONSIBLE FOR CONDUCTING AND INTERPRETING AGREED-UPON TESTS, STATING IN EACH REPORT WHETHER OR NOT THE TEST SPECIMENS CONFORM TO ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS, AND SPECIFICALLY NOTING ANY DEVIATIONS THEREFROM.

3. TESTING LAB SHALL SUBMIT THE FOLLOWING:

· INSPECTION REPORTS, COPIES TO OWNER, ARCHITECT, CONTRACTOR.

· TEST REPORTS, COPIES TO OWNER, ARCHITECT, CONTRACTOR, AND COPY OR COPIES TO THE BUILDING DEPARTMENT.

· A FINAL REPORT OF INSPECTIONS DOCUMENTING COMPLETION OF ALL REQUIRED INSPECTIONS, AND CORRECTION OF

ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE OWNER, CONTRACTOR, ARCHITECT & THE

BUILDING DEPT.

4. OWNER, ARCHITECT, AND APPROVED TESTING LABORATORY AND THEIR REPRESENTATIVES SHALL AT ALL TIMES HAVE ACCESS TO THE WORK TO MAKE INSPECTIONS AND TESTS. CONTRACTOR SHALL PROVIDE PROPER FACILITIES FOR SUCH

ACCESS, INSPECTION AND TESTS.

5. CONTRACTOR SHALL NOTIFY OWNER/ARCHITECT/TESTING LABORATORY IN SUFFICIENT TIME BEFORE PERFORMANCE OF

WORK TO PERMIT PROPER CONDUCT OF INSPECTIONS AND TESTS.

6. REPRESENTATIVES OF TESTING LABORATORIES SHALL INSPECT THE MANUFACTURE, ASSEMBLY AND/OR PLACEMENT OF

MATERIALS AS REQUIRED AND SHALL REPORT THEIR FINDINGS AS OUTLINED ABOVE.

7. WORK SHALL BE CHECKED AS IT PROGRESSES, BUT FAILURE TO DETECT ANY DEFECTIVE WORK OR MATERIALS SHALL IN NO WAY PREVENT LATER REJECTION WHEN SUCH DEFECT IS DISCOVERED, NOR SHALL IT OBLIGATE THE OWNER FOR FINAL

ACCEPTANCE.

8. SPECIAL INSPECTIONS SHALL BE PERFORMED BY QUALIFIED TESTING AGENCY APPROVED IN ADVANCE BY THE ARCHITECT.

A) TESTING OF CONCRETE:

INSPECTIONS TO BE PERFORMED PERIODICALLY DURING LISTED TASK:

· INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT

· INSPECTION OF REINFORCING STEEL WELDING

· INSPECTION OF ANCHORS TO BE INSTALLED IN HARDENED CONCRETE

· VERIFY USE OF REQUIRED DESIGN MIX

· INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES

· ERECTION OF PRECAST CONCRETE MEMBERS

· VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND

PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS

· INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED

INSPECTIONS TO BE PERFORMED CONTINUOUSLY DURING LISTED TASKS:

· INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE

ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED.

· INSPECTION AT THE TIME OF MAKING SPECIMENS FOR STRENGTH TESTING , PERFORMING SLUMP AND AIR CONTENT AND

DETERMINE TEMPERATURE OF CONCRETE

· INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT APPLICATIONS TECHNIQUES

· INSPECTION OF PRESTRESSED CONCRETE:

·· APPLICATION OF PRESTRESSING FORCES

·· GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC-FORCE-RESISTING SYSTEM

B) INSPECTION OF FABRICATORS OF STRUCTURAL COMPONENTS:

· VERIFY THAT FABRICATOR MAINTAINED DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES. INSPECTION

SHALL REVIEW THE PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQM'TS FOR THE

FABRICATOR'S SCOPE OF WORK.

· INSPECTION NOT REQUIRED WHEN FABRICATOR IS REGISTERED AND APPROVED TO PERFORM WORK WITHOUT INSPECTION. AT COMPLETION OF FABRICATION, THE FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS COMPLETED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.

C) SOIL TESTING:

THE INSPECTOR SHALL DETERMINE THAT THE IN-PLACE DRY DENSITY OF ANY COMPACTED FILL IS NOT LESS THAN 95% OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D 1557.

TO BE PERFORMED PERIODICALLY DURING LISTED TASK:

· VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.

· VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.

· PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.

· PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT THE SITE HAS BEEN PREPARED

PROPERLY.

TO BE PERFORMED CONTINUOUSLY DURING LISTED TASK

· VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF

COMPACTED FILL.

D) FIRE-RESISTANT PENETRATIONS AND JOINTS:

TO BE CONDUCTED BY AN APPROVED AGENCY:

· THE APPROVED AGENCY SHALL DETERMINE PENETRATION FIRESTOPS ARE IN ACCORDANCE WITH ASTM E2174.

· THE APPROVED AGENCY SHALL DETERMINE IF FIRE-RESISTANT JOINT SYSTEMS ARE IN ACCORDANCE WITH ASTM E2393.

E) TESTING FOR SMOKE CONTROL:

SMOKE CONTROL SYSTEMS SHALL BE TESTED BY A SPECIAL INSPECTOR.

GENERAL NOTES

ELECTRICAL

OA101 OVERALL FIRST FLOOR PLAN

OA102 OVERALL SECOND FLOOR PLAN

A110 FIRST FLOOR DEMO PLAN

A111 FIRST FLOOR PLAN

A112 FIRST FLOOR DEMO FINISH PLAN

A113 FIRST FLOOR FINISH PLAN

A120 SECOND FLOOR DEMO PLAN

A121 SECOND FLOOR PLAN

A122 SECOND FLOOR FINISH PLAN

A201 AUDITORIUM BUILDING SECTIONS

A202 AUDITORIUM BUILDING SECTIONS

A410 WALL SECTIONS & DETAILS

A301 DOOR NOTES & INTERIOR ELEVATIONS

A203 AUDITORIUM BUILDING SECTIONS

E110 FIRST FLOOR ELECTRICAL DEMO PLAN

E111 FIRST FLOOR ELECTRICAL PLAN

E201 ELECTRICAL SCHEDULES & SPECIFICATIONS

A100 BASEMENT PLAN

E100 BASEMENT ELECTRICAL PLAN

PROJECT SITE

TI

TL

E

SH

EE

T

T101

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

STOR.

TOOLS

STOR.

OFF.

DN

DN

DN

STOR.

EL.

ELEC.

JAN

DN

STOR.

STOR.

DN

OFF.

STOR.

DN

UP

DRY DRY

SHR. SHR.

CL.

DN

DN

UP

POOL

DNDN

DN

UP UP

JAN

LOBBY

DN

AR

EA

W

AY

UP

DN

JAN

ST. VAULT P.A.

SCALE

DN

STOR.

STOR.

DN

UP

UP

MEN

WOMEN

BO

Y'

S

BOY'S

GI

RL

'S

OFFICE

OFF.

TREAT.

CR. #125

LOBBY

BOYS

GIRLS

UU

U

D U

D

U

U

D

D

D

STAGE

LOBBY

LK'R.

COOLER

STORAGE

CR. #129

CR. #130

CR. #131

CR. #132

U

D

CAFETERIA #128

JAN

T.

STOR.

STOR.

PROP ROOM

LITTLE THEATER #127

STOR. 127 A

STOR. 127 B

KITCHEN

#128A

SOIL. DISH.

LAUN. ROOM

FACULTY DINING

TEACH. WK.RM.

#133

NURSE /COT #122

SCHOOL STORE #123

CONF RM.

COUNSELORS OFFICE

CAPA

# 103

CAPA SCIENCE

# 111b

RECEIVING RM. #100

STOR.

DARK RM

STOR.

COMPUTER LAB # 112

CAPA

# 114

FRIENDS OF WEST

RM # 115

VISITING TEAM LK'R RM #116 B

BOY'S LK'R RM.

# 116

TEAM RM.

# 116A

OFF.

#116D

GIRL'S LK'R RM. # 117

WOMEN'S FACULTY

# 113

OFF. 120B OFF. 120A

GENERAL OFFICE

# 120

PRINC. # 121

UPPER PART OF

BOILER RM

SNACK BAR

STORAGE

#113

OFFICE

OFFICE

FILES

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

I.T.

FREIGHT ELEV.

STOR.

BROADCASTING

RM.

UP

ENGLISH

SPEC. ED.

MATH

CR. #124

AP OFF

#140

CAPA

# 106a

CAPA

# 107

CAPA

DANCE

# 109B

CAPA

# 109A

CAPA

# 108

OCCUPIED

# 104

OCCUPIED

# 105

SOCIAL STUDIES CR. #134

DRY

RM.

CAPA

# 111a

CAPA

# 106b

VEST

AA

CORRIDOR C

LIFT

OFFICE

DN

LIBRARY #101

D

STUDY

STUDY

101.03

OFFICE

101.01

WOMEN

MEN

U

AUDITORIUM

AREA OF WORK

REFER TO SHEET A111 - NEW

REFER TO SHEET A110 - DEMO

C

CONTROL ROOM

TICKET BOOTH

STAGE #126

ADA ADA

ADA

ADA

1L R1

PR

L1 A

1LR12

ADA

ADA

ADA

ADA

MAX. TRAVEL DISTANCE = 250 FT

ACTUAL TRAVEL DISTANCE = 101 FT

MAX. TRAVEL DISTANCE = 250 FT

ACTUAL TRAVEL DISTANCE = 118 FT

MA

X.

T

RA

VE

L D

IS

TA

NC

E

0 F T

AC

TU

AL

T

RA

VE

L D

IS

TA

NC

E

0 F

T

MAX. TRAVEL DISTANCE = 250 FT

ACTUAL TRAVEL DISTANCE = 45 FT

MA

X.

T

RA

VE

L D

IS

TA

NC

E

0 F T

AC

TU

AL

T

RA

VE

L D

IS

TA

NC

E

F

T

MA

X.

T

RA

VE

L D

IS

TA

NC

E

0 F T

AC

TU

AL

T

RA

VE

L D

IS

TA

NC

E

F

T

MAX. TRAVEL DISTANCE = 250 FT

ACTUAL TRAVEL DISTANCE = 91 FT

MA

X.

T

RA

VE

L D

IS

TA

NC

E

0 F T

AC

TU

AL

T

RA

VE

L D

IS

TA

NC

E

F

T

MA

X.

T

RA

VE

L D

IS

TA

NC

E

0 F

T

AC

TU

AL

T

RA

VE

L D

IS

TA

NC

E

1 F T

EXIT

EXIT

EXIT EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

OV

ER

AL

L F

IR

ST

F

LO

OR

P

LA

N

OA101

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

OVERALL FIRST FLOOR PLAN

SCALE : 1/16" = 1'-0"H7

UPPER PART OF GYMNASIUM #210

#308

DN

D

BA

LC

ON

Y

D

EL.

STOR.STOR.

STOR.

307.01

STOR.

307.02

STOR.

307.03

PRAC.

307.04

PRAC.

307.06

PRAC.

307.07

PRAC.

307.08

BAND RM. (OPEN)

#307

D

BA

LC

ON

Y

D

D

DN

BOY'S D

JAN

GI

RL

'S

LANG. ARTS

CR. #304

OFF. #305EXAM

305.01

SCIENCE CR.

#302

PREP.

SCIENCE CR.

#310

SCI LAB

#301

S.

PR

EP

CR.

#311

SCIENCE

LAB #324

PREP.

PLANT

RM.

PREP.

S.

CR.

#312

SCIENCE

RM. #323 I.T. EQUIP.

CR.

#313

GIRLS

JAN.

UPPER STAGE

CR.

#316

SPECIAL ED

#317

CR.

#319

ART

RM. #320

KILN

RM.

ST

OR

MATH

CR. #321

AP OFF

#340

BOYS

ROOF

ROOF

ROOF

U D

AUXILIARY GYM

#306

SCIENCE CR.

#309

CR.

#303

PREP.

STOR.

PREP.

PRAC.

307.05

CR.

#318

CR.

#315

CR.

#314

DARK RM.

301.01

GYM

PROJ. RM.

BALCONY

UPPER AUDITORIUM

D D

D U

D

PL

AT

FO

RM

D

AREA OF WORK (SEAT REPLACEMENT ONLY)

REFER TO SHEET A121

MA

X.

T

RA

VE

L D

IS

TA

NC

E

0 F T

AC

TU

AL

T

RA

VE

L D

IS

TA

NC

E

F

T

MAX. TRAVEL DISTANCE = 250 FT

ACTUAL TRAVEL DISTANCE = 72 FT MAX. TRAVEL DISTANCE = 250 FTACTUAL TRAVEL DISTANCE = 80 FT

MAX. TRAVEL DISTANCE = 250 FT

ACTUAL TRAVEL DISTANCE = 87 FT

OV

ER

AL

L S

EC

ON

D

FL

OO

R

PL

AN

OA102

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

OVERALL SECOND FLOOR PLAN

SCALE : 1/16" = 1'-0"H7

EXHAUST

FAN

RE

HE

AT

IN

G

CO

ILS

SU

PP

LY

F

AN AI

R

W

AS

HE

R

TE

MP

ER

IN

G

CO

ILS

BI

LG

E

PU

MP

1 14" STEAM RETURN

2" VAC. PUMP

8" STEAM SUPPLY

BY-PASS

DAMPERS

FRESH AIR

SHAFTEXHAUST AIR

SHAFT

8" MUSHROOM

VENTS

PANEL BLR5

MATERIAL AND SYMBOL KEY

LINTEL TAG

FIRE EXTINGUISHER, SEMI RECESSED CAB

101-A

MASONRY: CMU

xx A4

XX

A101

NEW DOOR

DETAIL NUMBER

SECTION or ELEVATION DETAIL NUMBER

SHEET NUMBER

SHEET NUMBER

HALL

D119 ROOM NUMBER

ROOM NAME

DOOR NUMBER - SEE SHT A301

DESCRIPTION

METAL STUD WALL w/ GYP BOARD &

SOUND BATTS

FE-1

B4/S401

W1

FOUNDATION SECTION DETAIL

FLOOR DRAIN

FE-2

WINDOW FRAME TYPE,

SEE SHEET A301

TOILET ACCESSORY INDENTIFICAITON:

SEE ACCESSORY SCHEDULE

SURFACE MOUNTED FIRE EXTINGUISHER

FD

EXISTING WALL, FIELD VERIFY CONDITION

CARD READER - ACCESS CONTROL

DEVICES BY OWNER'S SECURITY VENDOR

CR

EXISTING ELEMENT/FIXTURE, FIELD

VERIFY CONDITION

(X)

PRECAST WALL PANEL

TACK BOARDTB

TACK STRIP (DISPLAY RAIL)TS

INTERACTIVE WHITE BOARD / TV

(FURNISHED BY OWNER, INSTALLED

BY GC)

IWB / TV

MARKER BOARDMB

DETAIL NUMBER

SHEET NUMBER

H7 A302

1. COORDINATE WORK WITH ALL TRADES.

2. NEW ROOM NUMBERS ARE INDICATED ON THIS PLAN. SEE A110 FOR ORIGINAL

ROOM NUMBERS.

3. VERIFY FIELD CONDITIONS PRIOR TO INSTALLATION OF MATERIALS.

4. SEE A301 FOR INTERIOR ELEVATIONS.

5. ALL GYP. BD. SHALL BE ABUSE-RESISTANT TYPE "X" ON BOTH SIDES OF STUDS

UNLESS NOTED OTHERWISE (U.N.O.)

6. ALL METAL STUD WALLS TO HAVE SOUND INSULATION BATTS, U.N.O. SEE

TYPICAL DETAILS FOR TYP. WALLS TO DECK.

7. ALL CMU NEW WALL CONSTRUCTION OR INFILL PANELS SHALL BE BUILT PER

THE FOLLOWING (UL) RATED ASSEMBLY CERTIFICATIONS:

7.1. CMU WALL ASSEMBLY: UL DESIGN #U905 (1 HR).

7.2. AT ALL JOINTS BTWN NEW CMU & EXISTING CMU, INSTALL CLOSED CELL

BACKER ROD AND FIRE CAULK FULL HEIGHT.

7.3. OUTER CORNERS OF CMU SHALL BE BULLNOSED EXCEPT WHERE FLUSH

WITH DOOR OR WINDOW FRAMING

7. DIMENSIONS OF STUD WALLS ARE NOMINAL FINISH TO FINISH.

8. PROVIDE MINIMUM 2X8 FIRE RETARDANT-TREATED BLOCKING BETWEEN STUDS

AT ATTACHMENT POINTS FOR ALL WALL HUNG ACCESSORIES, SHELVES, TOILET

PARTITIONS, CABINETS, MIRRORS, ETC.

9. INSTALL DRYWALL CONTROL JOINTS AT 25'-0" O.C. MAXIMUM SPACING FULL

HEIGHT OF WALLS, ALIGN W/ EDGE OF DOOR OPENINGS WHERE POSSIBLE,

TYPICAL THROUGHOUT.

10. ALL FRAMED WALLS SHALL TERMINATE AT TOP OF FRAMING WITH A SLIP TRACK

OR OTHER METHOD OF ALLOWING STRUCTURE TO SETTLE & DEFLECT

WITHOUT LOADING DRYWALL PARTITIONS.

11. ALL DOORS IN METAL STUD WALLS SHALL HAVE FULL HEIGHT DBL 18 GAGE

STUDS AT EACH JAMB & DBL 800S162-43 HEADER U.N.O. (INSTALL WEB

STIFFENERS IN HEADER OVER BEARING) JAMB STUDS MAY EXTEND UP TO

BRACE POINTS ABOVE CEILING IN RETROFIT CONDITIONS.

GENERAL NOTES

BA

SE

ME

NT

F

LO

OR

P

LA

N

A100

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

BASEMENT FLOOR PLAN

SCALE : 1/4" = 1'-0"H7

UU

U

D U

D

D

JAN

CORRIDOR C

SHORE & BRACE WALL AS

REQUIRED, REMOVE EXISTING

LINTEL & MASONRY TO 8'-0" A.F.F.

DEMO RAISED FLOOR

DOWN TO EXISTING

CONCRETE

(±0'-3")

(±2'-7")

REMOVE EXISTING SEATS.

VERIFY W/ OWNER QUALITY

SEATS TO BE SALVAGED &

RETURNED

WOMEN

MEN

U

DEMO PORTION OF EXISTING

WALL FOR NEW OPENING

REMOVE EXISTING

DOOR & FRAME

±3 '-4

±22'-2"

AUDITORIUM

C

CONTROL ROOM

TICKET BOOTH

STAGE #126

REMOVE & SALVAGE EXISTING

WALL CLOCKS & OCCUPANCY

SENSORS ABOVE

MODIFY EXISTING CONDUIT ABOVE

OPENING AS REQUIRED FOR

REINSTALLATION ON EQUIPMENT

REMOVE ACOUSTICAL WALL

PANELS ON ALL SIDES OF

CONTROL ROOM BY OTHERS

DEMO STAIR AND WALL

MOUNTED HANDRAIL,

PATCH AS REQ'D

DEMO EXISTING RAISED

PLATFORM, PORTION

TO BE SALVAGED PER

A111

REMOVE & SALVAGE

EXISTING RETURN GRILL

FOR REINSTALLATION

EXISTING WALL SIGNS TO

BE REMOVED BY OTHERS

EXISTING WALL SIGNS

ABOVE TO BE REMOVED

BY OTHERS

DEMO EXISTING WALL

MOUNTED HANDRAILS,

PATCH AS REQ'D

REMOVE & SALVAGE EXISTING

FIRE EXTINGUISHER CABINET

& PATCH AS REQ'D

REMOVE PORTION OF

EXISTING WALL FOR FIRE

EXTINGUISHER CABINET

REMOVE & SALVAGE EXISTING

RETURN GRILL FOR

REINSTALLATION

REMOVE & SALVAGE EXISTING

RETURN GRILL FOR

REINSTALLATION

REMOVE EXISTING SEATS. VERIFY

W/ OWNER QUALITY SEATS TO BE

SALVAGED & RETURNED

REMOVE EXISTING SEATS. VERIFY

W/ OWNER QUALITY SEATS TO BE

SALVAGED & RETURNED

EXISTING CONDUIT STUB UPS FOR

AISLE LIGHTING TO BE CUT FLUSH

W/ EXISTING CONCRETE, HOLES

FILLED W/ GROUT & ABANDONED IN

PLACE, TYPICAL

EXISTING CONDUIT STUB UPS FOR

AISLE LIGHTING TO BE CUT FLUSH

W/ EXISTING CONCRETE &

ABANDONED IN PLACE, TYPICAL

EXISTING MUSHROOM

FLOOR VENTS TO

REMAIN

EXISTING MUSHROOM

FLOOR VENTS TO

REMAIN

D3 H202

D3 H202

D7 A2

D7 A2

G6 A410

A4 A410

REMOVE TOP PORTION OF

CONCRETE SLAB FOR NEW RAMP &

STAIR, VERIFY IN FIELD PRIOR TO

DEMO WORK/ REFER TO DETAILS

REMOVE PORTION OF

CONCRETE SLAB FOR NEW

WORK (4 LOCATIONS). VERIFY

IN FIELD PRIOR TO DEMO

WORK

REMOVE PORTION OF CONCRETE

SLAB FOR NEW WORK (4

LOCATIONS) VERIFY IN FIELD

PRIOR TO DEMO WORK

PLASTER/GYP BOARD TO BE

REMOVED ON ALL INSIDE

FACES OF CONTROL ROOM

DEMO CONCRETE PAD TO

MATCH ELEVATION OF

AUDITORIUM FLOOR

SALVAGE EXISTING

RETURN GRILL FOR

REINSTALLATION

1LR12

VE

RI

FY

IN

F

IE

LD

VE

RI

FY

IN

F

IE

LD

MATERIAL AND SYMBOL KEY

LINTEL TAG

FIRE EXTINGUISHER, SEMI RECESSED CAB

101-A

MASONRY: CMU

xx A4

XX

A101

NEW DOOR

DETAIL NUMBER

SECTION or ELEVATION DETAIL NUMBER

SHEET NUMBER

SHEET NUMBER

HALL

D119 ROOM NUMBER

ROOM NAME

DOOR NUMBER - SEE SHT A301

DESCRIPTION

METAL STUD WALL w/ GYP BOARD &

SOUND BATTS

FE-1

B4/S401

W1

FOUNDATION SECTION DETAIL

FLOOR DRAIN

FE-2

WINDOW FRAME TYPE,

SEE SHEET A301

TOILET ACCESSORY INDENTIFICAITON:

SEE ACCESSORY SCHEDULE

SURFACE MOUNTED FIRE EXTINGUISHER

FD

EXISTING WALL, FIELD VERIFY CONDITION

CARD READER - ACCESS CONTROL

DEVICES BY OWNER'S SECURITY VENDOR

CR

EXISTING ELEMENT/FIXTURE, FIELD

VERIFY CONDITION

(X)

PRECAST WALL PANEL

TACK BOARDTB

TACK STRIP (DISPLAY RAIL)TS

INTERACTIVE WHITE BOARD / TV

(FURNISHED BY OWNER, INSTALLED

BY GC)

IWB / TV

MARKER BOARDMB

DETAIL NUMBER

SHEET NUMBER

H7 A302

1. COORDINATE WORK WITH ALL TRADES.

2. NEW ROOM NUMBERS ARE INDICATED ON THIS PLAN. SEE A110 FOR ORIGINAL

ROOM NUMBERS.

3. VERIFY FIELD CONDITIONS PRIOR TO INSTALLATION OF MATERIALS.

4. SEE A301 FOR INTERIOR ELEVATIONS.

5. ALL GYP. BD. SHALL BE ABUSE-RESISTANT TYPE "X" ON BOTH SIDES OF STUDS

UNLESS NOTED OTHERWISE (U.N.O.)

6. ALL METAL STUD WALLS TO HAVE SOUND INSULATION BATTS, U.N.O. SEE

TYPICAL DETAILS FOR TYP. WALLS TO DECK.

7. ALL CMU NEW WALL CONSTRUCTION OR INFILL PANELS SHALL BE BUILT PER

THE FOLLOWING (UL) RATED ASSEMBLY CERTIFICATIONS:

7.1. CMU WALL ASSEMBLY: UL DESIGN #U905 (1 HR).

7.2. AT ALL JOINTS BTWN NEW CMU & EXISTING CMU, INSTALL CLOSED CELL

BACKER ROD AND FIRE CAULK FULL HEIGHT.

7.3. OUTER CORNERS OF CMU SHALL BE BULLNOSED EXCEPT WHERE FLUSH

WITH DOOR OR WINDOW FRAMING

7. DIMENSIONS OF STUD WALLS ARE NOMINAL FINISH TO FINISH.

8. PROVIDE MINIMUM 2X8 FIRE RETARDANT-TREATED BLOCKING BETWEEN STUDS

AT ATTACHMENT POINTS FOR ALL WALL HUNG ACCESSORIES, SHELVES, TOILET

PARTITIONS, CABINETS, MIRRORS, ETC.

9. INSTALL DRYWALL CONTROL JOINTS AT 25'-0" O.C. MAXIMUM SPACING FULL

HEIGHT OF WALLS, ALIGN W/ EDGE OF DOOR OPENINGS WHERE POSSIBLE,

TYPICAL THROUGHOUT.

10. ALL FRAMED WALLS SHALL TERMINATE AT TOP OF FRAMING WITH A SLIP TRACK

OR OTHER METHOD OF ALLOWING STRUCTURE TO SETTLE & DEFLECT

WITHOUT LOADING DRYWALL PARTITIONS.

11. ALL DOORS IN METAL STUD WALLS SHALL HAVE FULL HEIGHT DBL 18 GAGE

STUDS AT EACH JAMB & DBL 800S162-43 HEADER U.N.O. (INSTALL WEB

STIFFENERS IN HEADER OVER BEARING) JAMB STUDS MAY EXTEND UP TO

BRACE POINTS ABOVE CEILING IN RETROFIT CONDITIONS.

GENERAL NOTES

CONTROL ROOM

TICKET BOOTH

REMOVE WALL PANELS,

PATCH CEILING AS

REQUIRED REMOVE & SALVAGE EXISTING PA

SPEAKER, COORDINATE W/ OWNER

FOR REINSTALLATION LOCATION

1LR12

1) ALL LIGHT FIXTURES AND HVAC EQUIPMENT

REPRESENTED SHOULD BE COORDINATED WITH THE

MECHANICAL AND ELECTRICAL DRAWINGS AND

SPECIFICATIONS.

2) THE CEILING HEIGHT ELEVATIONS ARE

REFERENCED FROM THE FINISH FLOOR

ELEVATIONS OF EACH SPACE.

3) ALL DETAILS, SECTIONS, AND NOTES SHOWN ARE

INTENDED TO BE TYPICAL AND SHALL APPLY TO

SIMILAR SITUATIONS ELSEWHERE.

4) SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

COORDINATION.

ACT-(X) EXISTING CEILING TILE & GRID, NO CHANGE

ACT-1 2'x2' ACOUSTICAL CEILING TILE & GRID PER

SPECIFICATIONS

EXP EXPOSED STRUCTURE

GYP-1 GYPSUM WALL BOARD, PAINT

PT- PAINTED; SEE FINISH SCHEDULE A114

N.F. NO FINISH, AS IS

PRECASTCONCRETE PLANKS (10" THICK U.N.O.)

CEILING LEGEND

CEILING FINISH MATERIAL

FINISH CEILING HEIGHT

SURFACE MOUNTED LIGHT FIXTURE

PENDANT LIGHT FIXTURE

CEILING DESCRIPTION

CEILING NOTES

PENDANT LIGHT FIXTURE

PENDANT LIGHT FIXTURE

MECHANICAL

FI

RS

T

FL

OO

R

DE

MO

P

LA

N

A110

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

FIRST FLOOR DEMO PLAN

SCALE : 1/4" = 1'-0"H7

ENLARGED FIRST FLOOR CEILING PLAN

SCALE : 1/4" = 1'-0"A2

D U

D

D

CORRIDOR C

4'-0 1/2"

RAMP DOW

N

INFILL EXISTING

STAIRWAY

CUT OUT EXISTING MASONRY

HEAD SHORE WALL AS REQ'D,

RAISE LINTEL FOR TALLER

OPENING

NEW STAIRWAY &

RAILING SYSTEM

REMODEL EXISTING TICKET BOOTH &

CONTROL ROOM, LOWERING TO MAIN

FLOOR LEVEL TO MEET ADA

REQUIREMNTS

FOR HISTORIC PRESERVATION,

LOBBY SIDE TO REMAIN AS IS

ADA RESTROOMS TO

BE A FUTURE PROJECT

LEVELED CONCRETE

PLATFORM FOR ADA

SPACE

HANDRAILS ON SIDES

OF PLATFORM

FIRST FLOOR SEATING INFORMATION

ODYSSEY 20" SEAT W/ SELF RISING SEAT

TOTAL = 592 SEATS + 8 ADA SPACES W/ 8 REMOVABLE CHAIRS

SEATING VENDOR TO FIELD VERIFY SPACING & LAYOUTS

PRIOR TO INSTALL

±8 '-1

1/ 2"

2'- 0"

10'-0"±5'-8" ±5'-8" ±4 '-4

1/ 2"

3'-

4"EXISTING GRILLES

& DUCTWORK

SIGHT L

INES

SIGHT LINES

NEW WD DOOR &

HOLLOW METAL FRAME

ADA RESTROOMS TO

BE A FUTURE PROJECT

10'-0"

B3 A410

A3 A4

H7 A2

H7 A2

H7 A2

H7 A2

WOMEN

MEN

U

H3 H202

H3 H202

B2 A111

3-5/8" METAL STUDS W/

5/8" TYPE X GYP BOARD

EACH SIDE

2'-6" X 10'-0" X 1" THICK FABRIC

FINISHED ACOUSTICAL WALL

PANELS ON WALL PERIMETER

2'- 5"

±9 '-1

0 1 /4"

6'-1"

21'-4"

4'-6"

3'-11 1/2"

4'-4 1/4"

6'-3"

5"

G3 A4

'-1

1/ 2"

AUDITORIUM

A7A410

A5 A410

C7 A4

C1 A410

A5 A410

'-0

4'-6"

C

CONTROL ROOM

TICKET BOOTH

STAGE #126

±22'-2"

5'-7 1/2"

RETURN DUCTS & GRILLS

TO BE EXTENDED TO FACE

OF RAMP

PATCH EXISTING

WALL AS REQ'D SALVAGED RECESSED

FIRE EXTINGUISHER

CABINET

6'-1"

1-1/2" HANDRAIL @ 36"

HIGH, 2" GUARD RAIL

@ 42" HIGH

HANDRAIL

RETURN

PATCH WALLS

AS REQ'D

REMOVABLE CHAIRS

NEXT TO ADA SPACES

HANDRAIL RETURN

PATCH WALLS

AS REQ'D

FINISHED OPENING W/

SOLID SURFACE SILL W/

INSET SLIDING WINDOW

ELEV = 0'-0"

ELEV = -3'-6"

±1 4'-

9 1 /2"

±1 6'-

0 1 /2"

±1 6'-

0 1 /2"

5'- 7"

5'-0"5'-0"

5'-7

5'-2" 3'-

2 3 /4"

2'- 9"

2'- 9"

2'- 9"

2'- 9"

2'- 9"

2'- 9"

2'- 9"

2'- 9"

2'- 9"

2'- 9"

2'- 9"

2'- 9"

2'- 9"

2'- 9"

2'- 9"

± 1 3'-

3 1 /2"

ADA ADA

ADA

ADA

3'-7" 3'-5"

D7 A2

D7 A2

A6A410

C6A410

2'-8"

CHARGING

STORAGE

36x24x72

STORAGE

36x22x72

STORAGE

36x22x72

ST

OR

AG

E x2

2x

SOUND

BOARD

MEDIA

COMPUTER

LIGHTING

BOARD

STORAGE

36x22x72

G4 A4

G7 A410

B4 A410

B4 A410

G5 A410

C4 A410

G5 A410

C5 A410

SIM

A2 A4 10C5

A410

102A

1LR12

ADA

ADA

ADA

ADA

9'-6"

9'-0" 5'-2"

5'-8"

5'-8"

6'-2"

10'-0"

9'-6"

9'-0"

VERIFY IN FIELD

VERIFY IN FIELD

VERIFY IN FIELD VERIFY IN FIELD

VERIFY IN FIELD

VERIFY IN FIELD

VERIFY IN FIELD

VERIFY IN FIELD

VERIFY IN FIELD

VERIFY IN FIELD VE

RI

FY

IN

F

IE

LD

VERIFY IN FIELD

VE

RI

FY

IN

F

IE

LD

VE

RI

FY

IN

F

IE

LD

VE

RI

FY

IN

F

IE

LD

VE

RI

FY

IN

F

IE

LD

VE

RI

FY

IN

F

IE

LD

MODIFY EXISTING

DUCTWORK AS

REQUIRED

MATERIAL AND SYMBOL KEY

LINTEL TAG

FIRE EXTINGUISHER, SEMI RECESSED CAB

101-A

MASONRY: CMU

xx A4

XX

A101

NEW DOOR

DETAIL NUMBER

SECTION or ELEVATION DETAIL NUMBER

SHEET NUMBER

SHEET NUMBER

HALL

D119 ROOM NUMBER

ROOM NAME

DOOR NUMBER - SEE SHT A301

DESCRIPTION

METAL STUD WALL w/ GYP BOARD &

SOUND BATTS

FE-1

B4/S401

W1

FOUNDATION SECTION DETAIL

FLOOR DRAIN

FE-2

WINDOW FRAME TYPE,

SEE SHEET A301

TOILET ACCESSORY INDENTIFICAITON:

SEE ACCESSORY SCHEDULE

SURFACE MOUNTED FIRE EXTINGUISHER

FD

EXISTING WALL, FIELD VERIFY CONDITION

CARD READER - ACCESS CONTROL

DEVICES BY OWNER'S SECURITY VENDOR

CR

EXISTING ELEMENT/FIXTURE, FIELD

VERIFY CONDITION

(X)

PRECAST WALL PANEL

TACK BOARDTB

TACK STRIP (DISPLAY RAIL)TS

INTERACTIVE WHITE BOARD / TV

(FURNISHED BY OWNER, INSTALLED

BY GC)

IWB / TV

MARKER BOARDMB

DETAIL NUMBER

SHEET NUMBER

H7 A302

1. COORDINATE WORK WITH ALL TRADES.

2. NEW ROOM NUMBERS ARE INDICATED ON THIS PLAN. SEE A110 FOR ORIGINAL

ROOM NUMBERS.

3. VERIFY FIELD CONDITIONS PRIOR TO INSTALLATION OF MATERIALS.

4. SEE A301 FOR INTERIOR ELEVATIONS.

5. ALL GYP. BD. SHALL BE ABUSE-RESISTANT TYPE "X" ON BOTH SIDES OF STUDS

UNLESS NOTED OTHERWISE (U.N.O.)

6. ALL METAL STUD WALLS TO HAVE SOUND INSULATION BATTS, U.N.O. SEE

TYPICAL DETAILS FOR TYP. WALLS TO DECK.

7. ALL CMU NEW WALL CONSTRUCTION OR INFILL PANELS SHALL BE BUILT PER

THE FOLLOWING (UL) RATED ASSEMBLY CERTIFICATIONS:

7.1. CMU WALL ASSEMBLY: UL DESIGN #U905 (1 HR).

7.2. AT ALL JOINTS BTWN NEW CMU & EXISTING CMU, INSTALL CLOSED CELL

BACKER ROD AND FIRE CAULK FULL HEIGHT.

7.3. OUTER CORNERS OF CMU SHALL BE BULLNOSED EXCEPT WHERE FLUSH

WITH DOOR OR WINDOW FRAMING

7. DIMENSIONS OF STUD WALLS ARE NOMINAL FINISH TO FINISH.

8. PROVIDE MINIMUM 2X8 FIRE RETARDANT-TREATED BLOCKING BETWEEN STUDS

AT ATTACHMENT POINTS FOR ALL WALL HUNG ACCESSORIES, SHELVES, TOILET

PARTITIONS, CABINETS, MIRRORS, ETC.

9. INSTALL DRYWALL CONTROL JOINTS AT 25'-0" O.C. MAXIMUM SPACING FULL

HEIGHT OF WALLS, ALIGN W/ EDGE OF DOOR OPENINGS WHERE POSSIBLE,

TYPICAL THROUGHOUT.

10. ALL FRAMED WALLS SHALL TERMINATE AT TOP OF FRAMING WITH A SLIP TRACK

OR OTHER METHOD OF ALLOWING STRUCTURE TO SETTLE & DEFLECT

WITHOUT LOADING DRYWALL PARTITIONS.

11. ALL DOORS IN METAL STUD WALLS SHALL HAVE FULL HEIGHT DBL 18 GAGE

STUDS AT EACH JAMB & DBL 800S162-43 HEADER U.N.O. (INSTALL WEB

STIFFENERS IN HEADER OVER BEARING) JAMB STUDS MAY EXTEND UP TO

BRACE POINTS ABOVE CEILING IN RETROFIT CONDITIONS.

GENERAL NOTES

REINSTALL RELOCATED

EXISTING PA SPEAKER AS

REQUIRED FOR NEW WALLS

EXISTING CEILING TO REMAIN,

PATCH AS REQUIRED

EXISTING LIGHTS TO REMAIN

CEILING TO BE PAINTED

BY OTHERS

EXISTING HIGH

CEILING BEYOND EXISTING FACE OF LIGHT

TROUGH UNDER BALCONY

1LR12

EXISTING HEAT

SENSOR TO REMAIN

10'-0"

EXIST

1) ALL LIGHT FIXTURES AND HVAC EQUIPMENT

REPRESENTED SHOULD BE COORDINATED WITH THE

MECHANICAL AND ELECTRICAL DRAWINGS AND

SPECIFICATIONS.

2) THE CEILING HEIGHT ELEVATIONS ARE

REFERENCED FROM THE FINISH FLOOR

ELEVATIONS OF EACH SPACE.

3) ALL DETAILS, SECTIONS, AND NOTES SHOWN ARE

INTENDED TO BE TYPICAL AND SHALL APPLY TO

SIMILAR SITUATIONS ELSEWHERE.

4) SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

COORDINATION.

ACT-(X) EXISTING CEILING TILE & GRID, NO CHANGE

ACT-1 2'x2' ACOUSTICAL CEILING TILE & GRID PER

SPECIFICATIONS

EXP EXPOSED STRUCTURE

GYP-1 GYPSUM WALL BOARD, PAINT

PT- PAINTED; SEE FINISH SCHEDULE A114

N.F. NO FINISH, AS IS

PRECASTCONCRETE PLANKS (10" THICK U.N.O.)

CEILING LEGEND

CEILING FINISH MATERIAL

FINISH CEILING HEIGHT

SURFACE MOUNTED LIGHT FIXTURE

PENDANT LIGHT FIXTURE

CEILING DESCRIPTION

CEILING NOTES

PENDANT LIGHT FIXTURE

PENDANT LIGHT FIXTURE

MECHANICAL

6'-0"

5'- 4"

3" 3'-

7" 1'-

6"

3"

5'- 1"

1'- 4"

ADA

REMOVABLE COMPANION

CHAIR

26" TALL, 2" Ø PIPE

GUARD RAIL, REFER

TO DETAILS

FEATHER CORNER OF

NEW SLAB DOWN TO

BE FLUSH W/ EXISTING

SLAB

MAX 1:12

SLOPE

DWN

V.

I.F

NOTE:

GC TO COORDINATE

W/ SEATING VENDOR

PRIOR TO VERIFY SLAB

LOCATIONS

8" WALL W/ (2) #4 BARS

TOP & BOTTOM TYPICAL

VERTICAL #4 BARS @ 24" O.C.

W/ 24" LEG BENT INTO SLAB

6" SLAB W/ #4 BARS

@ 12" O.C. E.W.

#4 BARS @

12" O.C. E.W.

5'-

5'-10"

5'-2"

4'-8" 8"

4'-6"

4'-2 1/

4"

8"

6'-6"

DRILL & EPOXY #4 X 24" BARS

6" INTO EXISTING FOUNDATION

WALL @ 24" O.C.

CONTROL JOINTS,

TYPICAL

FORM V-GROOVE CONTROL

JOINTS IN FACE OF

CONCRETE RAMP WALL

A5/A410

C7/A410

C6/A410

A7/A410

A6/A410

G7/A410

5'-

4'-

0"

NOTE:

COORDINATE W/ A201

ELEVATIONS FOR CONTROL

JOINTS

FI

RS

T

FL

OO

R

PL

AN

A111

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

FIRST FLOOR PLAN

SCALE : 1/4" = 1'-0"H7

ENLARGED FIRST FLOOR CEILING PLAN

SCALE : 1/4" = 1'-0"A2

ENLARGED ADA SPACE PLAN

SCALE : 1/2" = 1'-0"B2

ENLARGED FOUNDATION PLAN

SCALE : 1/4" = 1'-0"H2

D U

D

D

JAN

CORRIDOR C

WOMEN

MEN

U

AUDITORIUM

EXISTING CARPET & TRANSITIONS

TO BE REMOVED BY OTHERS,

PREP FOR NEW

GLUE RESIDUE TO BE REMOVED &

PREPPED FOR NEW CONCRETE

SEALER & CARPET AS REQ'D BY

OTHERS

GLUE RESIDUE TO BE REMOVED &

PREPPED FOR NEW CONCRETE

SEALER & CARPET AS REQ'D BY

OTHERS

GLUE RESIDUE TO BE REMOVED &

PREPPED FOR NEW CONCRETE

SEALER & CARPET AS REQ'D BY

OTHERS

EXISTING CARPET & TRANSITIONS

TO BE REMOVED BY OTHERS,

PREP FOR NEW

EXISTING CARPET & TRANSITIONS

TO BE REMOVED BY OTHERS,

PREP FOR NEW

C

CONTROL ROOM

TICKET BOOTH

STAGE #126

REMOVE EXISTING

HANDRAILS, PATCH

WALL AS REQ'D

DEMO WD WALL VENEER IN

CONTROL ROOM THROUGHT

EXISTING CARPET & TRANSITIONS

TO BE REMOVED BY OTHERS, PREP

FOR NEW

PATCH HOLES FROM

ABANDONED CONDUIT AS

REQ'D, TYPICAL

PORTIONS OF FLEXIBLE

WOOD VENEER & FURRING

TO BE REMOVED FOR NEW

STAIR & RAMP AS REQUIRED REMOVE & SALVAGE EXISTING

WOOD TRIM AS REQUIRED FOR

NEW CARPET INSTALLATIONS

REMOVE & SALVAGE EXISTING

WOOD TRIM AS REQUIRED FOR

NEW CARPET INSTALLATIONS

REMOVE & SALVAGE EXISTING

WOOD TRIM AS REQUIRED FOR

NEW CARPET INSTALLATIONS

REMOVE & SALVAGE EXISTING

WOOD TRIM AS REQUIRED FOR

NEW CARPET INSTALLATIONS

REMOVE & SALVAGE EXISTING

WOOD TRIM AS REQUIRED FOR

NEW CARPET INSTALLATIONS

REMOVE EXISTING WALL PANELS,

PREP SUBSTRATE FOR NEW

REMOVE EXISTING WALL PANELS,

PREP SUBSTRATE FOR NEW

FI

RS

T

FL

OO

R

DE

MO

F

IN

IS

H

PL

AN

A112

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

FIRST FLOOR DEMO FINISH PLAN

SCALE : 1/4" = 1'-0"H4

D U

D

D

REPAINTING OF EXISTING

WALLS BY OTHERS

REPAINTING OF EXISTING

WALLS BY OTHERS

SC1 BY OTHERSSC1 BY OTHERS

U

SC1 BY OTHERS

REINSTALL OR REPLACE WD

BASE & 1/4 ROUND TRIM

FOR CARPET INSTALLATION

CPT-1 INSTALLED ON

RAMP BY OTHERS

TACTILE WARNING

PAD ON LANDINGS

BY OTHERS

CONCRETE INFILL TO BE

FLUSH W/ EXISTING

ADJACENT FLOOR

CPT-1, BY

OTHERS RUBBER TREADS & RISERS

BY OTHERS, TYPICAL

PATCH WALL AS REQUIRED

FOR PAINTING BY OTHERS

PAINT EXTERIOR FACE

OF RAMP TO MATCH

FACE OF STAGE, BY

OTHERS

PATCH EXISTING

WOOD VENEER AS

REQ'D

REINSTALL OR REPLACE WD

BASE & 1/4 ROUND TRIM

FOR CARPET INSTALLATION

REINSTALL OR REPLACE WD

BASE & 1/4 ROUND TRIM

FOR CARPET INSTALLATION

SP1 - FULL HEIGHT

ACOUSTICAL WALL PANELS

OVER SHEATHING

REPAINTING OF EXISTING

WALLS BY OTHERS

REPAINTING OF EXISTING

WALLS BY OTHERS

TS1

TS1TS1

TS1TS1

TS

TS

TS

TS

TS

TS

TS2

TS2 TS2

AUDITORIUM

FLOOR: CPT1 & SC1 BY OTHERS

WALLS: P1 & P2 BY OTHERS

BASE: EXISTING OR WB1

CONTROL RM

FLOOR: CPT1

WALLS: P1 BY OTHERS

BASE: WB1

TICKET BOOTH

FLOOR: CPT1

WALLS: P1 BY OTHERS

BASE: EXISTING

CORRIDOR C

FLOOR: EXISTING

WALLS: EXISTING

BASE: EXISTING

WOMEN

FLOOR: EXISTING

WALLS: EXISTING

BASE: EXISTING

MEN

FLOOR: EXISTING

WALLS: EXISTING

BASE: EXISTING

STAIR

FLOOR: SC1 BY OTHERS

WALLS: P1 BY OTHERS

BASE: EXISTING OR WB1

STAIR

FLOOR: EXISTING

WALLS: P1 BY OTHERS

BASE: EXISTING

CPT1 BY OTHERS

CPT1 BY OTHERS

CPT1 BY OTHERS

PATCH HOLES AS REQUIRED

FROM ABANDONED AISLE

LIGHTS

PATCH HOLES AS REQUIRED

FROM ABANDONED AISLE

LIGHTS

PATCH HOLES AS REQUIRED

FROM ABANDONED AISLE

LIGHTS

PATCH WALLS AS

REQUIRED FROM

PLATFORM REMOVAL

PAINT FACE OF KNEE

WALL BY OTHERS

REPAINTING OF EXISTING

FACE OF STAGE BY OTHERS

SS-2

SS-1

NEW WOOD BASE ON

LANDING TO MATCH

EXISTING WOOD BASE

TO BE REINSTALLED ON

RAMP

RAILINGS TO BE

PAINTED BY OTHERS

1LR12

TS3

RB1 4" VINYL COVE BASE BY JOHNSONITE

COLOR: TO BE SELECTED BY ARCHITECT

WB1 WOOD BASE TO MATCH EXISTING

1. SEE SHEET A301 FOR DOOR SCHEDULE.

2. "CJ" = CONTROL JOINT

NOTES:

FLOOR: BY OTHERS

SEALED CONCRETE, CLEAR NON-SLIP FINISH; BY

OTHERS

SC1:

WALL BASE:

RAILINGS & BOLLARDS:

PRIMER: SHOP PRIMER AND FINISH

FINISH: AS PER SPECIFICATION

WALL COVERINGS

CARPET TILE - COLOR AS SELECTED BY ARCHITECT; BY

OTHERS

CPT1:

SP1: SOUND PANEL FASTENED TO WALL BY OTHERS

WV1: WOOD VENEER WALL COVERING TO MATCH EXISTING

TRANSITIONS: BY OTHERS

TS1 CARPET TO SEALED CONCRETE BY OTHERS

TS2 CARPET TO TERRAZZO BY OTHERS

TS3 CARPET TO RUBBER FLOORING SURFACE

PAINT: BY OTHERS

P1 EG-SHEL; INSIDE ROOM FINISH OF CMU OR GWB WALLS, U.N.O.

PAINTED BY OTHERS

P2 EG-SHEL; INSIDE ROOM FINISH OF CMU OR GWB WALLS, U.N.O.

PAINTED BY OTHERS

P3 EG-SHEL; GWB WALLS, STAGE FACE & RAMP FACE, U.N.O.

PAINTED BY OTHERS

P4 GLOSSY, HANDRAIL & GUARD RAILS; PAINTED BY OTHERS

P5 GLOSSY, ACCENT COLOR; PAINTED BY OTHERS

FINISH SCHEDULE:

TACTILE WARNING SURFACE; BY OTHERSCPT2:

SOLID SURFACE:

SS1: SOLID SURFACE SILL AS PER SPECIFICATIONS

SS2: SOLID SURFACE COUNTERTOP AS PER SPECIFICATIONS

FI

RS

T

FL

OO

R

FI

NI

SH

P

LA

N

A113

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

FIRST FLOOR FINISH PLAN

GIRLS

JAN.

UPPER STAGE

PROJ. RM.

BALCONY

UPPER AUDITORIUM

D D

D U

D

REMOVE EXISTING DAMAGED SEATS &

UNUSED PARTS BY OTHERS

REMOVE EXISTING DAMAGED SEATS &

UNUSED PARTS BY OTHERS

REMOVE EXISTING DAMAGED SEATS &

UNUSED PARTS BY OTHERS

SE

CO

ND

F

LO

OR

D

EM

O

PL

AN

A120

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

SECOND FLOOR DEMO PLAN

JAN.

UPPER STAGE

PROJ. RM.

BALCONY

UPPER AUDITORIUM

D D

D U

D

INSTALL SALVAGED SEATS FROM

FIRST FLOOR BY OTHERS, VERIFY

REQUIRED SIZES AND SEAT

HARDWARE PRIOR TO INSTALLATION

INSTALL SALVAGED SEATS FROM

FIRST FLOOR BY OTHERS, VERIFY

REQUIRED SIZES AND SEAT

HARDWARE PRIOR TO INSTALLATION

MATERIAL AND SYMBOL KEY

LINTEL TAG

FIRE EXTINGUISHER, SEMI RECESSED CAB

101-A

MASONRY: CMU

xx A4

XX

A101

NEW DOOR

DETAIL NUMBER

SECTION or ELEVATION DETAIL NUMBER

SHEET NUMBER

SHEET NUMBER

HALL

D119 ROOM NUMBER

ROOM NAME

DOOR NUMBER - SEE SHT A301

DESCRIPTION

METAL STUD WALL w/ GYP BOARD &

SOUND BATTS

FE-1

B4/S401

W1

FOUNDATION SECTION DETAIL

FLOOR DRAIN

FE-2

WINDOW FRAME TYPE,

SEE SHEET A301

TOILET ACCESSORY INDENTIFICAITON:

SEE ACCESSORY SCHEDULE

SURFACE MOUNTED FIRE EXTINGUISHER

FD

EXISTING WALL, FIELD VERIFY CONDITION

CARD READER - ACCESS CONTROL

DEVICES BY OWNER'S SECURITY VENDOR

CR

EXISTING ELEMENT/FIXTURE, FIELD

VERIFY CONDITION

(X)

PRECAST WALL PANEL

TACK BOARDTB

TACK STRIP (DISPLAY RAIL)TS

INTERACTIVE WHITE BOARD / TV

(FURNISHED BY OWNER, INSTALLED

BY GC)

IWB / TV

MARKER BOARDMB

DETAIL NUMBER

SHEET NUMBER

H7 A302

1. COORDINATE WORK WITH ALL TRADES.

2. NEW ROOM NUMBERS ARE INDICATED ON THIS PLAN. SEE A110 FOR ORIGINAL

ROOM NUMBERS.

3. VERIFY FIELD CONDITIONS PRIOR TO INSTALLATION OF MATERIALS.

4. SEE A301 FOR INTERIOR ELEVATIONS.

5. ALL GYP. BD. SHALL BE ABUSE-RESISTANT TYPE "X" ON BOTH SIDES OF STUDS

UNLESS NOTED OTHERWISE (U.N.O.)

6. ALL METAL STUD WALLS TO HAVE SOUND INSULATION BATTS, U.N.O. SEE

TYPICAL DETAILS FOR TYP. WALLS TO DECK.

7. ALL CMU NEW WALL CONSTRUCTION OR INFILL PANELS SHALL BE BUILT PER

THE FOLLOWING (UL) RATED ASSEMBLY CERTIFICATIONS:

7.1. CMU WALL ASSEMBLY: UL DESIGN #U905 (1 HR).

7.2. AT ALL JOINTS BTWN NEW CMU & EXISTING CMU, INSTALL CLOSED CELL

BACKER ROD AND FIRE CAULK FULL HEIGHT.

7.3. OUTER CORNERS OF CMU SHALL BE BULLNOSED EXCEPT WHERE FLUSH

WITH DOOR OR WINDOW FRAMING

7. DIMENSIONS OF STUD WALLS ARE NOMINAL FINISH TO FINISH.

8. PROVIDE MINIMUM 2X8 FIRE RETARDANT-TREATED BLOCKING BETWEEN STUDS

AT ATTACHMENT POINTS FOR ALL WALL HUNG ACCESSORIES, SHELVES, TOILET

PARTITIONS, CABINETS, MIRRORS, ETC.

9. INSTALL DRYWALL CONTROL JOINTS AT 25'-0" O.C. MAXIMUM SPACING FULL

HEIGHT OF WALLS, ALIGN W/ EDGE OF DOOR OPENINGS WHERE POSSIBLE,

TYPICAL THROUGHOUT.

10. ALL FRAMED WALLS SHALL TERMINATE AT TOP OF FRAMING WITH A SLIP TRACK

OR OTHER METHOD OF ALLOWING STRUCTURE TO SETTLE & DEFLECT

WITHOUT LOADING DRYWALL PARTITIONS.

11. ALL DOORS IN METAL STUD WALLS SHALL HAVE FULL HEIGHT DBL 18 GAGE

STUDS AT EACH JAMB & DBL 800S162-43 HEADER U.N.O. (INSTALL WEB

STIFFENERS IN HEADER OVER BEARING) JAMB STUDS MAY EXTEND UP TO

BRACE POINTS ABOVE CEILING IN RETROFIT CONDITIONS.

GENERAL NOTES

SE

CO

ND

F

LO

OR

P

LA

N

A121

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

SECOND FLOOR PLAN

D D

D U

D

BALCONY

FLOOR: EXISTING

WALLS: P1 & P5 BY OTHERS

BASE: EXISTING

PROJ. RM

FLOOR: EXISTING

WALLS: P1 BY OTHERS

BASE: EXISTING

PAINTING OF EXISTING

WALLS BY OTHERS

PAINTING OF EXISTING

WALLS BY OTHERS

PAINTING OF EXISTING

WALLS BY OTHERSPAINTING OF EXISTING

WALLS BY OTHERS

EXISTING CURTAINS TO REMAIN &

CLEANED BY OTHERS EXISTING CURTAINS TO REMAIN &

CLEANED BY OTHERS

EXISTING CURTAINS TO REMAIN &

CLEANED BY OTHERS

PAINTING OF BALCONY

FACE BY OTHERS

PAINTING OF BALCONY

FACE BY OTHERS

RB1 4" VINYL COVE BASE BY JOHNSONITE

COLOR: TO BE SELECTED BY ARCHITECT

WB1 WOOD BASE TO MATCH EXISTING

1. SEE SHEET A301 FOR DOOR SCHEDULE.

2. "CJ" = CONTROL JOINT

NOTES:

FLOOR: BY OTHERS

SEALED CONCRETE, CLEAR NON-SLIP FINISH; BY

OTHERS

SC1:

WALL BASE:

RAILINGS & BOLLARDS:

PRIMER: SHOP PRIMER AND FINISH

FINISH: AS PER SPECIFICATION

WALL COVERINGS

CARPET TILE - COLOR AS SELECTED BY ARCHITECT; BY

OTHERS

CPT1:

SP1: SOUND PANEL FASTENED TO WALL BY OTHERS

WV1: WOOD VENEER WALL COVERING TO MATCH EXISTING

TRANSITIONS: BY OTHERS

TS1 CARPET TO SEALED CONCRETE BY OTHERS

TS2 CARPET TO TERRAZZO BY OTHERS

TS3 CARPET TO RUBBER FLOORING SURFACE

PAINT: BY OTHERS

P1 EG-SHEL; INSIDE ROOM FINISH OF CMU OR GWB WALLS, U.N.O.

PAINTED BY OTHERS

P2 EG-SHEL; INSIDE ROOM FINISH OF CMU OR GWB WALLS, U.N.O.

PAINTED BY OTHERS

P3 EG-SHEL; GWB WALLS, STAGE FACE & RAMP FACE, U.N.O.

PAINTED BY OTHERS

P4 GLOSSY, HANDRAIL & GUARD RAILS; PAINTED BY OTHERS

P5 GLOSSY, ACCENT COLOR; PAINTED BY OTHERS

FINISH SCHEDULE:

TACTILE WARNING SURFACE; BY OTHERSCPT2:

SOLID SURFACE:

SS1: SOLID SURFACE SILL AS PER SPECIFICATIONS

SS2: SOLID SURFACE COUNTERTOP AS PER SPECIFICATIONS

SE

CO

ND

F

LO

OR

P

LA

N

A122

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

SECOND FLOOR FINISH PLAN

NEW STAIRWAY &

RAILING SYSTEM

REMODEL EXISTING TICKET BOOTH & CONTROL

ROOM, LOWERING TO MAIN FLOOR LEVEL TO MEET

ADA REQUIREMNTS

NEW SEATS PER

SEATING VENDOR

3'- 0"

±5

4'- 0"

FLOOR INFILL AS

REQ'D

SIGHT LINES

SIGHT LINES

G4 A410

FLOOR TO BE LOWERED TO

MATCH ELEVATION OF ADJACENT

REMOVE PORTIONS OF EXISTING

WALL & CEILING FOR NEW WALL

AS REQ'D

EXISTING SEATS TO BE

REMOVED & SALVAGED

NEW RETURN GRILLES ON

FACE OF RAMP, EXTEND

DUCTWORK AS REQ'D

ANGLED MASONRY

CORNERS AS PER DETAILSB4

A410

MAPLE CAP BELOW CUT TO FIT

PROFILE OF CURVED EXISTING

WAINSCOTING. STAIN TO MATCH

RUBBER

BASE, TYPEXPOSED RAMP FACES

TO BE & PAINTED BY

OTHERS

C.J.C.J.

C.J. C.J.

C.J.

FORM V-GROOVE

CONTROL JOINTS IN

FACE OF CONCRETE

RAMP WALL

CUT PORTIONS OF

EXISTING WOOD VENEER

AS REQ' FOR RAMP

REMOVE FLOORING AS REQ'D,

PREP FOR INFILL OF STAIRS

SHORE & BRACE WALL, REMOVE

EXISTING LINTEL & MASONRY TO

8'-8" A.F.F.

EXISTING ACOUSTIC

PANELS TO REMAIN

REMOVED EXISTING

GUARD RAIL

REMOVE & SALVAGE

EXISTING WOOD TRIM

WALL SIGNS TO BE REMOVED

BY OTHERS

A4 A410

AU

DI

TO

RI

UM

B

UI

LD

IN

G

SE

CT

IO

NS

A201

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

BUILDING SECTION

SCALE : 3/16" = 1'-0"H7

BUILDING DEMO SECTION

SCALE : 3/16" = 1'-0"D7

BUILDING SECTION

SCALE : 3/16" = 1'-0"H3

BUILDING DEMO SECTION

SCALE : 3/16" = 1'-0"D3

PAINT WALL BY

OTHERS

PATCH & REFINISH VENEER

AS REQ'D

REPLACE OR REINSTALL WD BASE

AFTER CARPET INSTALLATION

PAINT WALL BY

OTHERS

PAINT WALL BY

OTHERS

CURTAINS TO BE

CLEANED BY OTHERS

FACE OF BALCONY TO BE

PAINTED BY OTHERS

PAINT FACE OF STAGE BY

OTHERS

PAINT WALL BY

OTHERS

PATCH WALL OPENING OF EXISTING

RETURN GRILLE OPENING BEYOND

REINSTALL SALVAGED

WOOD BASE ON RAMP

MODIFY EXISTING GRILLE

AS REQUIRED

PAINT WALL BY

OTHERS

REPLACE OR REINSTALL WD BASE AFTER

CARPET INSTALLATION

PAINT WALL BY

OTHERS

PAINT WALL BY

OTHERS

CURTAINS TO BE CLEANED

BY OTHERS

FACE OF BALCONY TO BE PAINTED

BY OTHERS

PAINT WALL BY

OTHERS

PAINT WALLS BY OTHERS

FACE OF BALCONY TO BE PAINTED BY OTHERS

PAINT WALL BY

OTHERS

PAINT WALL BY

OTHERS

±9 "2'-

3"

3'- 0"

4'- 0"

±3 '-9

G4 A4 10 C5

A410

±1 0'-

8"

G3 A4

'-8

ACOUSTICAL WALL PANELS

TO REMAIN

ACOUSTICAL WALL PANELS TO

REMAIN

DEMO FRONT WALL OF CONTROL

ROOM, BRACE CEILING AS REQ'D

AU

DI

TO

RI

UM

B

UI

LD

IN

G

SE

CT

IO

NS

A202

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

BUILDING SECTION

SCALE : 3/16" = 1'-0"H7

BUILDING SECTION

SCALE : 3/16" = 1'-0"D7

BUILDING SECTION

SCALE : 3/16" = 1'-0"H3

SCALE : 3/16" = 1'-0"D3

PAINT WALLS BY OTHERS

FACE OF BALCONY TO BE PAINTED BY OTHERS

PAINT WALL BY

OTHERS

PAINT WALL BY

OTHERS

±9 "2'-

3"

3'- 0"

4'- 0"

±3 '-9

G4 A4 10 C5

A410

±1 0'-

8"

G3 A4

'-8

ACOUSTICAL WALL PANELS

TO REMAIN

ACOUSTICAL WALL PANELS TO

REMAIN

DEMO FRONT WALL OF CONTROL

ROOM, BRACE CEILING AS REQ'D

SHORE & BRACE WALL, REMOVE

EXISTING LINTEL & MASONRY TO

8'-8" A.F.F.

WALL SIGNS TO BE

REMOVED BY OTHERS

REMOVE & SALVAGE EXISTING

FIRE EXTINGUISHER CABINET &

PATCH AS REQ'D

REMOVE PORTION OF

EXISTING WALL FOR FIRE

EXTINGUISHER CABINET

REMOVE & SALVAGE

EXISTING RETURN GRILL FOR

REINSTALLATION

REMOVE AND SALVAGE

EXISTING EXIT SIGNWALL SIGNS TO BE

REMOVED BY

OTHERS

PAINT FACE OF STAGE

BY OTHERS

NEW STAIRWAY &

RAILING SYSTEM

SALVAGED RECESSED FIRE

EXTINGUISHER CABINET

HANDRAIL

RETURN

SALVAGED EXIT SIGN

PAINT WALL BY OTHERS

PAINT WALL BY OTHERS

AU

DI

TO

RI

UM

B

UI

LD

IN

G

SE

CT

IO

NS

A203

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

BUILDING SECTION

SCALE : 3/16" = 1'-0"H7

BUILDING DEMO SECTION

SCALE : 3/16" = 1'-0"D7

BUILDING SECTION

SCALE : 3/16" = 1'-0"H4

SCALE : 3/16" = 1'-0"D4

FLUSH

DOOR DESCRIPTIONS

FLUSH DOORS SHALL BE 5 PLY HOT PRESS, SOLID CORE

3'-0" X 7'-0"X1 3/4" PLAIN SLICED MAPLE VENEER, SLIP

MATCH (VERIFY VENEER TYPE & PATTERN W/ EXISTING),

PREFINISHED DOOR FINISH COLOR TO MATCH EXISTING;

ALGOMA,EGGERS, GRAHAM OR EQUAL

ALL GLAZING IN DOORS SHALL BE TEMPERED U.N.O.

FRAME NOTES

16GA HM FRAMES TYPICAL AT ALL OPENINGS FACTORY

PRIMED & FIELD PAINTED.

DOOR TYPES

DOOR: 102B

3'-0"x7'-0" FLUSH WOOD DOOR FINISHED TO MATCH EXISTING W/ PAINTED

HOLLOW METAL FRAME. AVERAGE FREQUENCY HINGES: HAGER #BB1279

OR EQUAL BY STANLEY; WALL STOP: IVES WS407 CCV; LOCK: SARGENT

MORTISE OFFICE LOCK: 7955-BP, 626 FINISH TO MATCH EXISTING

ALL DOOR CLOSERS SHALL COMPLY W/ ANSI SECTIONS 4.13.10 & 4.13.11

AND ADA SECTIONS 4.13.10 & 4.13.11

DOOR CLOSERS SHALL ALLOW DOOR LATCH RELEASE WHEN

SUBJECTED TO A 15 POUND MAXIMUM REQUIRED FORCE & THE DOOR

TO BE SET IN MOTION WITH 30 POUND FORCE. AFTER INITIAL FORCE,

CLOSER SHALL ALLOW DOOR TO BE FULLY OPENED WITH A 8.5 POUND

FORCE.

ALL LOCKS AND LATCHES SHALL BE LEVER TYPE

ALL DOOR CONTROLS SHALL BE MOUNTED NO HIGHER THAN 48" ABOVE

FINISHED FLOOR

THRESHOLDS SHALL COMPLY W/ ANSI 4.13.8

REFER TO STANDARD MOUNTING HEIGHTS DETAIL FOR REQUIRED

LOCATIONS OF HARDWARE AND SIGNAGE

FRAMES AND HARDWARE SHALL BE LABELED FOR INSTALLATION ON

RATED DOORS FOR EACH DOOR SO NOTED IN THE DOOR SCHEDULE

ALL DOORS SHALL BE PROVIDED WITH 1 1/2 PAIR OF HINGES AS

SPECIFIED EXCEPT DOORS EXCEEDING 7'-0" IN HEIGHT OR 3'-0" IN WIDTH

SHALL HAVE TWO PAIR.

HARDWARE SPECIFIED DEMONSTRATES DESIRED FUNCTIONS AND

OPERATION, DOOR MANUFACTURER / SUPPLIER SHALL COORDINATE

OPERATIONS AND INSTALLATIONS AS REQ'D FOR COMPLETE AND

OPERABLE SYSTEMS @ EACH OPENING.

ALL ACCESSIBILITY SIGNAGE SHALL BE AS SHOWN ON PLANS

DOOR NOTES

'-8

DEMO PLASTER

WALL COVERING

DOWN TO STUDS

REMOVE &

REINSTALL DUPLEX

RECEPTACLE TO

LOWER ELEV.

DEMO PORTION OF EXISTING

WALL FOR NEW OPENING

DEMO RAISED FLOOR

DOWN TO EXISTING

CONCRETE

REMOVE ACOUSTICAL WALL

PANELS

REMOVE ACOUSTICAL WALL

PANELS

REMOVE ACOUSTICAL WALL

PANELS

REMOVE & SALVAGE

EXISTING RETURN GRILL

FOR REINSALLATION

REMOVE & SALVAGE

EXISTING RETURN GRILL

FOR REINSALLATION

DEMO RAISED FLOOR

DOWN TO EXISTING

CONCRETE

DEMO BASE PER

FLOOR PLAN

DEMO BASE PER

FLOOR PLAN

REMOVE & SALVAGE

EXISTING RETURN GRILL

FOR REINSALLATION

DEMO PLASTER WALL

COVERING DOWN TO

STUDS ON INSIDE

FACES OF ROOM

DEMO PORTION OF EXISTING

WALL FOR NEW OPENING

DEMO RAISED FLOOR

DOWN TO EXISTING

CONCRETE

DEMO RAISED FLOOR

DOWN TO EXISTING

CONCRETE

DEMO BASE PER

FLOOR PLAN

DEMO MOUNTED

HANDRAIL, PATCH

AS REQ'D

DEMO STAIR AND

WALL MOUNTED

HANDRAIL, PATCH

AS REQ'D

DEMO PLASTER WALL

COVERING DOWN TO

STUDS ON INSIDE

FACES OF ROOM

REMOVE & REINSTALL

DUPLEX RECEPTACLE

TO LOWER ELEV.

DEMO WOOD

VENEER, PATCH

AS REQ'D

±9

2'- 3"

3'- 0"

4'- 0"

±3 '-9

±1 0'-

8" NEW WD DOOR &

HOLLOW METAL FRAME

PER SCHEDULE

ACOUSTICAL WALL

PANELS

ACOUSTICAL WALL PANELSACOUSTICAL WALL PANELS

G3 A4

G4 A4

C5 A410

REINSTALL EXISTING

RETURN GRILL

REINSTALL EXISTING

GRILLE

EXPOSED GYP PAINTED

BY OTHERS

RB1, PERIMETER OF

CONTROL ROOM

(2) SIDE BY SIDE 60"W x 48"H ROLL

EZY SLIDING WINDOW SYSTEM BY

KNAPE & VOGT RECESSED INTO SILL

RB1, PERIMETER OF

CONTROL ROOM

PAINT WALL BY

OTHERS, TYP

STOP IN TRACK

BETWEEN SLIDING

PANELS

3 5/8 " MTL STUD KNEE

WALL W/ 5/8" GYP

OVER ONE SIDE

RUBBER BASE

PER FINISH PLAN

KNEE WALL w/ S.S

COUNTERTOP

RUBBER BASE

PER FINISH PLAN

OUTLETS PER

ELECTRICAL

NEW DOOR & FRAME

PER SCHEDULE

RUBBER BASE PER

FINISH PLAN

STORAGE CABINET

BY OWNER

OUTLET PER ELECTRICAL

STORAGE

CABINETS BY

OTHERS

RUBBER BASE PER

FINISH PLAN

OUTLETS PER

ELECTRICAL

G2 A4

PAINT BY

OTHERS, TYP

PAINT WALL BY

OTHERS, TYP

PAINT WALL BY

OTHERS, TYP

G2 A410

REINSTALL EXISTING

GRILLE

PAINT, BY

OTHERS

PATCH WALL AS

REQUIRED

10'-0"

3'- 0"

TABLE BY OWNER

SOLID SURFACE

SILL, REFER TO

FINISH PLAN

SLIDING GLASS

WINDOW SYSTEM,

REFER TO SPECS

4'- 0"

" M

AX

W

HE

N

ON

LY

F

RO

NT

AP

PR

OA

CH

IS

PO

SS

IB

LE

" M

AX

W

HE

N

ON

LY

FR

ON

T

AP

PR

OA

CH

IS

P

OS

SI

BL

E

ALL DOOR HARDWARE

MOUNTED AT MAXIMUM

48" A.F.F.

ALL MOUNTING HEIGHTS

TO COMPLY W/ A.D.A. &

ILLINOIS ACCESSIBILITY

CODE54

" M

AX

" M

AX

" M

AX

" M

AX

" M

AX

STANDARD MOUNTING HEIGHTS

ELECTRICAL OUTLET/

DATA JACK

" M

IN

LIGHT

SWITCH

TACTILE ROOM IDENTIFICATION

SIGN (LATCH SIDE)

ELECTRICAL OUTLET

ABOVE BASE

CABINET/COUNTER

WALL MOUNTED PHONE JACK

COORDINATE W/ OWNER

MOUNT TOP OF FIRE EXTINGUISHER OR

CABINET AT 52" A.F.F. MAX

LEVER TYPE

HARDWARE

NOTE:

THERMOSTAT

NO SCALE

" M

AX

T

O T/

O

CO

NT

RO

LS

1'-

" M

AX

" M

AX

T

O T/

O

CO

NT

RO

LS

" T

O

ACCESSORY MOUNTING HEIGHTS

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

TYPICAL HEIGHTS UNLESS NOTED OTHERWISE

BOTTOM OF REFLECTIVE

SURFACE

BABY CHANGING

STATION

TO

T

OP

O

F

GR

AB

B

AR

CONTROL ROOM

TICKET BOOTH

103CHARGING

STORAGE

36x24x72

STORAGE

36x22x72

STORAGE

36x22x72

ST

OR

AG

E x2

2x

SOUND

BOARD

MEDIA

COMPUTER

LIGHTING

BOARD

STORAGE

36x22x72

102A

D5 A301

G6 A301

G3 A3

G4 A3 01G5

A301

D6 A3

D7 A3

CONTROL ROOM

TICKET BOOTH

D4 A301

C6 A3

D4 A3

C7 A301

C4 A3 01 C5 A3

C3 A301

DO

OR

N

OT

ES

IN

TE

RI

OR

EL

EV

AT

IO

NS

A301

Da te

Re vis ion

1-

-2

2025-126

OL

LM

AN

N

ER

NE

ST

M

AR

TI

N Ar ch ite cts E ng ine er s

De sig ne rs

So ut h St at e

St re et Be lvi de re , I llin ois

5-

4-

P ho ne

AU

DI

TO

RI

UM

R

EM

OD

EL

F

OR

RO

CK

FO

RD

P

UB

LI

C

SC

HO

OL

S

RO

CK

FO

RD

, I

LL

IN

OI

S

LO

CA

TI

ON

W

ES

T

M

ID

DL

E

SC

HO

OL

NO

RT

H

RO

CK

TO

N

AV

EN

UE

RO

CK

FO

RD

, I

L

0'2 '4'

8'

0'1

'2' 0'

1' 2'

4' 8'

8' 0'

1' 6'

2' 4'

0' 1'

4' 6"

2' 0'

6" 2'

3" 1'

0' 3"

1' 1"

6" 2"

0'

1"

0'- 0"

1/

'-0

3/

'-0

1/ 4"

'-0

3/ 4"

'-0

1/

2"

'-0

3"

'-0

1/ 2"

'-0

4'

0'

1' 2'

4'

1/

8"

'-0

8'

DEMO INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"C3 DEMO INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"C4 DEMO INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"C5 DEMO INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"C6 DEMO INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"C7

DEMO INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"D3 DEMO INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"D4 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"D5 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"D6 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"D7

INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"G3 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"G4 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"G5 INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"G6

ENLARGED CONTROL ROOM PLAN

SCALE: 1/4" = 1'-0"B7ENLARGED CONTROL ROOM DEMO PLAN

SCALE: 1/4" = 1'-0"B6

1"

5 TREADS @ 11" MIN. (VERIFY)

11"

MIN.

MA

X.

7"

6" CONC. SLAB

#4 BARS @

12" O.C. E.W.

BEND #4 BARS INTO SLAB

THICKEN SLAB AT TOP

OF STEPS

#4 BAR IN EACH NOSING W/ #4

BARS BENT INTO BULKHEAD AT

EACH OPEN END OF STEPS

#4 BENT BARS @ 12" O.C.,

DRILL & GROUT 4" INTO

EXISTING SLAB, TYP

6 E

QU

AL

R

IS

ER

S (V

ER

IF

Y)

RISERS FORMED W/ 1"

SLOPED NOSING AS

SHOWN

RUBBER TREADS W/

TACTILE SURFACE

FASTENED TO EACH

STEP

4'-7"

3'- 6"

12" MINIMUM11"1'-0" 4'-7"

3'- 0"

RUBBER TACTILE

WARNING PAD

RUBBER RISER FASTENED

TO EACH FACE

CUT LAYERS OF FOAM TO SMOOTH

SLOPE TO PREVENT ABRUPT EDGES

WITHIN CONCRETE FORMS

1"

5 TREADS @ 11" MIN. (VERIFY)

11"

MIN.

MA

X.

7"

6" CONC. SLAB

THICKEN SLAB AT

TOP OF STEPS

6 E

QU

AL

R

IS

ER

S (V

ER

IF

Y)

4'-7"

3'- 6"

3'- 0"

4'- 1"

3'- 6"

3'- 0"

RETURN HANDRAIL EXTENSION

TO PLANE OF GUARD RAIL OR

TO WALL WHERE APPLICABLE

1-1/2" Ø PIPE HANDRAIL

36" ABOVE LEADING

EDGE OF TREAD

2" Ø GUARD RAIL,

42" HIGH

NOT…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .