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 | ||
| 2-26-28 Part 1 Bid Specs.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 .