W912QR23R0033_SID-0000.pdf
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- SRM WPAFB AFRL Rapid Reaction Lab
- Solicitation number
- W912QR23R0033
About this file
This solicitation is for the renovation of the Rapid Reaction Laboratory at Wright-Patterson Air Force Base in Ohio. The estimated construction cost is between $5-10 million. The work includes interior finishes, casework, signage, and flooring. Responses are due through the ProjNet system by the specified date. The winning bidder will be selected using a combination of technical evaluation and price, with an emphasis on promoting opportunities for HUBZone small businesses. The Army Corps of Engineers district office in Louisville is the contracting agency.
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Text version
Solicitation For B652 Renovation Rapid Reaction Laboratory WPAFB, Dayton, OH
P2: 495449
Design-Bid-Build
Specifications - SID Certified Final Design
03 May 2023
W912QR23R0033
ARIMS: 200A
Disposition: Maintain for 15yrs after construction
W912QR23R0033_SID-0000
6 7 8 9 10
G
Fb
8.77.3
F.9
F.1
F.3
7.8 8.5
G.2
G.4
8.8 9.4
HI-BAY
OTS
OTS
OTS
6 7 8 9 10
G
Fb
8.77.3
F.9
F.1
LAB
G18A
LAB
G18
F.3
7.8 8.5
G.2
G.4
8.8 9.4
HI-BAY
LOW-BAY
OTS
OTS
OTS
OTS
CEILING LEGEND
ACT-1 ACOUSTICAL LAY-IN
CEILING - 2'x2'
SUSPENDED GYPSUM
BOARD CEILING OR SOFFIT
EXPOSED STRUCTURE
ABOVE, PAINTED
SERVICE PANEL
LAY-IN EMERGENCY
LIGHT FIXTURE - 2x2
RECESSED LIGHT FIXTURE
AIR DEVICE - SUPPLY
AIR DEVICE - RETURN
AIR DEVICE - LINEAR
SUSPENDED LIGHT FIXTURE
LAY-IN LIGHT FIXTURE - 2x2
OTS
EXIT LIGHT
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CERTIFIED FINAL - MAR 16, 2023
1/8" = 1'-0"A-111
01 MEZZANINE CEILING PLAN
1/8" = 1'-0"A-111
02 GROUND FLOOR CEILING PLAN
N
16'4' 8'
SCALE: 1/8"=1'-0"
A ALL CEILINGS TO BE 9'-10" ABOVE FINISH FLOOR UNLESS
INDICATED OTHERWISE
B NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES OR
UN-IDENTIFIED CEILING HEIGHTS OR TYPES PRIOR TO
PROCEEDING WITH THE WORK
C CENTER TILE / GRID LAYOUT IN SPACE AS SHOWN ON PLANS
UNLESS INDICATED OTHERWISE
D ALL CEILING DEVICES ARE TO BE CENTERED IN THE CEILING
TILE IN WHICH THEY OCCUR UNLESS OTHERWISE INDICATED
E ANY NON-DIMENSIONED LIGHT FIXTURES AND OTHER
CEILING DEVICES LOCATED IN GYPSUM BOARD CEILINGS
SHALL BE DIMENSIONED AND COORDINATED PRIOR TO
CONSTRUCTION
E REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR
MOUNTING LOCATIONS OF ITEMS IN SPACES WHERE NO
CEILING IS INDICATED.
F REFERENCE FIRE PROTECTION DRAWINGS FOR SPRINKLER
HEAD LOCATIONS NOT INDICATED ON THE CEILING PLANS
G WHERE MINOR DISCREPANCIES OCCUR BETWEEN
MECHANICAL. PLUMBING, OR ELECTRICAL DOCUMENTS AND
THE ARCHITECTURAL CEILING PLAN, THE ARCHITECTURAL
PLAN SHALL GOVERN.
H IN THE CASE OF MAJOR DISCREPANCIES, THE
CONTRACTING OFFICER SHALL BE NOTIFIED AS SOON AS
THE DISCREPANCY IS DISCOVERED PRIOR TO PROCEEDING
WITH THE WORK
J COORDINATE WITH MEP CONTRACTORS FOR ACCESS
PANELS IN GYPSUM BOARD CEILINGS NOT INDICATED ON
THE CEILING PLANS
K REFER TO INTERIORS DRAWINGS FOR ACT-1 FINISH
SPECIFICATION
GENERAL NOTES
LINEWORK LEGEND
EXISTING
NEW WORK
6 7 8 9 10 11 12 13 14 15
L
J
G
FAILURE
ANALYSIS
LAB
ENVIRONMENTAL
TEST LAB
THERMOGRAPHY/
SHEAROGRAPHY
49 UT/EC
FPI/MPI
RADIOGRAPHY
X RAY
40B
UT/EC
FAILURE
ANALYSIS
LAB
STORAGE
29 FAILURE
ANALYSIS
LAB
FAILURE
ANALYSIS
LAB
LAB
30A
C05
C03
UTILITY
SHAFT 1
UTILITY
SHAFT 2
UTILITY
SHAFT 3
UTILITY
SHAFT 4
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LAB
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C01
C03
C03
C04
C04
C04
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3"
UTILITY
SHAFT 1
UTILITY
SHAFT 2
KEY PLAN
KEY PLAN
CEILING LEGEND
ACT-1 ACOUSTICAL LAY-IN
CEILING - 2'x2'
SUSPENDED GYPSUM
BOARD CEILING OR SOFFIT
EXPOSED STRUCTURE
ABOVE, PAINTED
SERVICE PANEL
LAY-IN EMERGENCY
LIGHT FIXTURE - 2x2
RECESSED LIGHT FIXTURE
AIR DEVICE - SUPPLY
AIR DEVICE - RETURN
AIR DEVICE - LINEAR
SUSPENDED LIGHT FIXTURE
LAY-IN LIGHT FIXTURE - 2x2
OTS
EXIT LIGHT
US Army Corps of Engineers ®
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CERTIFIED FINAL - MAR 16, 2023
1/8" = 1'-0"A-112
01 FIRST FLOOR CEILING PLAN
1/8" = 1'-0"A-112
02 SECOND FLOOR CEILING PLAN
N
16'4' 8'
SCALE: 1/8"=1'-0"
A ALL CEILINGS TO BE 9'-10" ABOVE FINISH FLOOR UNLESS
INDICATED OTHERWISE
B NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES OR
UN-IDENTIFIED CEILING HEIGHTS OR TYPES PRIOR TO
PROCEEDING WITH THE WORK
C CENTER TILE / GRID LAYOUT IN SPACE AS SHOWN ON PLANS
UNLESS INDICATED OTHERWISE
D ALL CEILING DEVICES ARE TO BE CENTERED IN THE CEILING
TILE IN WHICH THEY OCCUR UNLESS OTHERWISE INDICATED
E ANY NON-DIMENSIONED LIGHT FIXTURES AND OTHER
CEILING DEVICES LOCATED IN GYPSUM BOARD CEILINGS
SHALL BE DIMENSIONED AND COORDINATED PRIOR TO
CONSTRUCTION
E REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR
MOUNTING LOCATIONS OF ITEMS IN SPACES WHERE NO
CEILING IS INDICATED.
F REFERENCE FIRE PROTECTION DRAWINGS FOR SPRINKLER
HEAD LOCATIONS NOT INDICATED ON THE CEILING PLANS
G WHERE MINOR DISCREPANCIES OCCUR BETWEEN
MECHANICAL. PLUMBING, OR ELECTRICAL DOCUMENTS AND
THE ARCHITECTURAL CEILING PLAN, THE ARCHITECTURAL
PLAN SHALL GOVERN.
H IN THE CASE OF MAJOR DISCREPANCIES, THE
CONTRACTING OFFICER SHALL BE NOTIFIED AS SOON AS
THE DISCREPANCY IS DISCOVERED PRIOR TO PROCEEDING
WITH THE WORK
J COORDINATE WITH MEP CONTRACTORS FOR ACCESS
PANELS IN GYPSUM BOARD CEILINGS NOT INDICATED ON
THE CEILING PLANS
K REFER TO INTERIORS DRAWINGS FOR ACT-1 FINISH
SPECIFICATION
GENERAL NOTES
DRAWING NOTES
C01 ACCORDION FOLDING DOOR HARDWARE, REFER TO
HEAD H03 ON SHEET A-601
C02 LOCATION OF DROP-DOWN MONITOR. REFER TO
DETAILS ON SHEET A-510
C03 START CEILING GRID
C04 UTILITY PANEL, REFER TO MEP FOR CONNECTIONS
C05 OWNER-PROVIDED, CONTRACTOR-INSTALLED LIGHT
SUPPORT SYSTEM. COORDINATE WITH
DEPARTMENT PERSONNEL
LINEWORK LEGEND
EXISTING
NEW WORK
GROUND FLOOR
100'-0"
FIRST FLOOR
118'-8"
8 9 10
EX. MEZZANINE
111'-0"
NEW MEZZANINE
110'-0"
8.77.3
EXISTING CONCRETE FLOOR
EXISTING CMU WALL
EXISTING CONCRETE SLAB
EXISTING WALL
/8
A-3017.8 8.5
/2
8.8 9.4
AUTOCLAVE
TO REMAIN
A-701
OPEN BEYOND
OPEN BEYOND
G18A
HI-BAY
LOW-BAY
MEZZANINE DECK - SEE STRUCTURAL
GROUND FLOOR
100'-0"
FIRST FLOOR
118'-8"
GFb
EX. MEZZANINE
111'-0"
NEW MEZZANINE
110'-0"
F.9F.1
/2
/2
/8
G.2 G.49.5
MEZZANINE DECK - SEE STRUCTURAL
AUTOCLAVE TO REMAIN
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CERTIFIED FINAL - MAR 16, 2023
3/8" = 1'-0"A-301
01 WALL SECTION
3/8" = 1'-0"A-301
02 WALL SECTION
SCALE: 3/8"=1'-0"
2' 6'4'
LINE OF STRUCTURE
METAL RUNNER
METAL STUD
5/8" GYPSUM BD
EACH SIDE
SEALANT - EACH SIDE
SCHEDULED CEILING
CEILING
PLAN
BASE
B3C W= 4 7/8"
METAL RUNNER
20 GA METAL STUD
DIAGONAL BRACING
TO STRUCTURE ABOVE
AT 48" O.C. MAX
SOUND ATTENUATION
BLANKETS
EXTEND BLANKETS 4'-0"
EACH SIDE OF PARTITION
PARTITION TYPE B_C
W
NON-RATED OR
SMOKE RESISTANT
CONCRETE FLOOR OR ROOF DECK
/4
LONG LEG DEFLECTION
TRACK (20 GA) - FASTEN
TO DECK
CONCRETE FLOOR OR ROOF DECK
M A
X
M
IN
NON-RATED
1/2"
BOLTS TO
DECK
4"x12"x3/16" BENT PLATE 4"
LONG ALTERNATING EACH
SIDE OF CMU AT 4'-0" OC
BOND BEAM - SEE
STRUCTURAL DWGS
M A
X
M
IN
M A
X
M
IN
M A
X
M
IN
M A
X
M
IN
SEALANT
LONG LEG SLOTTED
DEFLECTION TRACK
3" MINIMUM
#8 WAFERHEAD
SCREW INTO SLOTS
DRYWALL SCREWS
INTO STUDS
/4
DEFLECTION TRACK
" SEALANT EACH SIDE
A3F
TYPE
WIDTH HEIGHT
NON-RATED WALLS
2 1/2" METAL STUD
3 5/8" METAL STUD
4" METAL STUD, 4" CMU
6" METAL STUD, 6" CMU
7/8" METAL HAT CHANNELS
WIDTH
FULL HEIGHT TO STRUCTURE ABOVE
4" ABOVE FINISH CEILING
PARTIAL HEIGHT AS INDICATED
F
C
P
HEIGHT
8 8" CMU
2A3
FIRE RATING
TYPE WIDTH
PARTITION TYPE LEGEND
RATED WALLS
1 5/8" METAL STUD
FIRE RATING
2 HOUR
1 HOUR
LINE OF STRUCTURE
LINE OF EXISTING LINTEL
SCHEDULED CEILING
HEAD
CEILING
PLAN
BASE
M8F W= 7 5/8"
MORTAR JOINT
W
CONCRETE MASONRY
UNIT WITH HORIZONTAL
JOINT REINFORCEMENT
AT 1'-4" OC VERTICALLY
REFER TO
PARTITION
HEAD DETAILS
PARTITION TYPE B_FPARTITION TYPE M_F
LINE OF STRUCTURE
METAL RUNNER
METAL STUD
5/8" GYPSUM BD
SEALANT
SCHEDULED CEILING
CEILING
PLAN
BASE
H3C W= 4 1/4"
METAL RUNNER
20 GA METAL STUD
DIAGONAL BRACING
TO STRUCTURE ABOVE
AT 48" O.C. MAX
SOUND ATTENUATION
BLANKETS
PARTITION TYPE H_C
LINE OF STRUCTURE
METAL RUNNER
METAL STUD
5/8" GYPSUM BD
EACH SIDE
LINE OF STRUCTURE
DEFLECTION TRACK
SEALANT - EACH SIDE
SCHEDULED CEILING
HEAD
CEILING
PLAN
BASE
B3F W= 4 7/8"
SOUND ATTENUATION
BLANKETS
SEALANT - EACH SIDE
REFER TO
PARTITION
HEAD DETAILS
PARTITION TYPE B_F
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DN
G
Fb
A-701
A-701 04
A-701
8.7
F.9
F.1
A-701
1 1/4" NOMINAL PIPE GUARDRAIL, 42" HIGH
(2) 3'-0" WIDE REMOVABLE SECTIONS OF GUARDRAIL
3'-8" EOD
F.3
E O
D
/2
17 TREADS AT 11" EACH = 15'-7" 1'-0"
NEW 4'-0" WIDE OPENING IN EXISTING CMU WALL
1'-0" MIN.
CENTER
ON W8
BEAM
BELOW
CORNER GUARD POST AT STAIR PLATE STRINGER FULL
HEIGHT TO 42" ABOVE MEZZANINE FLOOR
FIXED GUARDRAIL, 3 EQUALLY SPACED POSTS
/2
E O
D
5'-8 1/4" EOD
6"
GROUND FLOOR
100'-0"
NEW MEZZANINE
110'-0"
8.78.5
1 1/4" NOM. PIPE GUARDRAIL AT 42"
1 1/4" NOM. PIPE POSTS AT 42"
O.C. MAX.
1 1/4" NOM. PIPE HANDRAIL AT 36".
1'-0" EXTENSION AT TOP AND
BOTTOM OF STAIR.
19" MAX. CLEARANCE BETWEEN
HORIZONTAL RAILS
CONCRETE FILLED STEEL PAN
TREADS WITH STEEL RISERS
R
IS
E
R S
A T
.6
E A
C H
NOTE: STEEL STAIRS,
RAILINGS AND MEZZANINE
STRUCTURE TO BE PAINTED
4"
STEEL PLATE STRINGER
CORNER GUARD POST AT STAIR
PLATE STRINGER FULL HEIGHT TO 42"
ABOVE MEZZANINE FLOOR
A-701
A-701
A-701
NEW MEZZANINE
110'-0"
F.9 F.1
1 1/4" NOM. PIPE RAIL
1 1/4" NOM. PIPE
RAIL POSTS
F.3
REMOVABLE
RAILING SECTIONS
3"
TOE KICK, TYP.
NEW MEZZANINE
110'-0"
8.7
2'-7"
6"
1 1/4" NOMINAL
PIPE GUARDRAIL
TOE KICK
FIRST FLOOR
118'-8"
G
EX. MEZZANINE
111'-0"
NEW MEZZANINE
110'-0"
F.9
NEW 4'-0"
WIDE OPENING
IN EXISTING
CMU WALL
EXISTING
CONCRETE
FLOOR
EXISTING CMU
WALL
1 1/4" NOMINAL
PIPE HANDRAIL
G.2 G.4
A-701
1 1/4" NOM. PIPE POST
STEEL PLATE STRINGER
CONCRETE FILLED PAN
TREAD
1 1/4" NOM. PIPE
GUARDRAIL
1 1/4" NOM. PIPE
GUARDRAIL
1 1/4" NOM. PIPE
HANDRAIL
1 1/4" NOM. PIPE POST
REFER TO 12/S-501 FOR
CONNECTION DETAIL
1 1/4" NOM. PIPE
GUARDRAIL
1 1/4" NOM. PIPE
GUARDRAIL
BENT PLATE TOE KICK,
WELD TO POSTS AND
RAILS
NEW MEZZANINE
110'-0"
1 1/4" NOM.
PIPE POST
5 1/2" X 5 1/2" X
1/4" STEEL
PLATE
(4) 3/4" THRU
BOLTS
US Army Corps of Engineers ®
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C O
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R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T C
IN
C
IN
N
A T
I, O
H
IO
KEY PLAN
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 A-701
S T
A
IR
P L A
N S
S
E C
T
IO
N S
A
N D
D E
T A
IL
S
J P
E S
S E
L L
M A
L B
E R
S
G H
U T
Z E
L
R S
C H
M
IT
Z
-1
-2
CERTIFIED FINAL - MAR 16, 2023
1/2" = 1'-0"A-701
01 MEZZANINE STAIR PLAN
1/2" = 1'-0"A-701
02 STAIR SECTION
N
1' 2' 4'
SCALE: 1/2"=1'-0"
1/2" = 1'-0"A-701
04 ELEVATION
1/2" = 1'-0"A-701
05 ELEVATION
3/8" = 1'-0"A-701
03 SECTION
DESIGN STAIRS TO SUSTAIN A LIVE LOAD OF NOT LESS THAN
100 POUNDS PER SQUARE FOOT, OR A CONCENTRATED
LOAD OF 300 APPLIED WHERE IT IS MOST CRITICAL. DESIGN
HANDRAILS TO RESIST A CONCENTRATED LOAD OF 200 LB IN
ANY DIRECTION AT ANY POINT OF THE TOP OF THE RAIL OR
50 LB PER FOOT APPLIED HORIZONTALLY TO THE TOP OF
THE RAIL, WHICHEVER IS MORE SEVERE. NAAMM AMP 521,
PROVIDE THE SAME SIZE RAIL AND POST. PROVIDE PIPE
COLLARS OF THE SAME MATERIAL AND FINISH AS THE
HANDRAIL AND POSTS.
1 1/2" = 1'-0"A-701
06 STAIR DETAIL
1 1/2" = 1'-0"A-701
07 GUARDRAIL DETAIL
1 1/2" = 1'-0"A-701
08 POST DETAIL
INTERIOR FINISH SPECIFICATIONS
P-1
PAINT (P)
RB-1
RESILIENT BASE (RB)
EPC-1
EPOXY COUNTER TOPS (EPC)
ACT-1
ACOUSTICAL CEILING TILE (ACT)
P-4
SC-1
SEALED/STAINED CONCRETE (SC)
SEALED CONCRETE
PENETRATING SEALER
SEE SPECIFICATIONS 09 67 23.14
MFR: ROPPE
STYLE: PINNACLE P-100
COLOR: 100 BLACK
SIZE: 4" HIGH COVED
MFR: SHERWIN WILLIAMS
COLOR: DOVER WHITE SW 6385
FINISH: EGGSHELL
MFR: KEWAUNEE
STYLE: EPOXY RESIN WORK TOP
COLOR: BLACK
SIZE: 1 INCH THICK, 4 INCH HIGH CURB
BACK
REFERENCE 'Q SERIES' ENLARGED PLANS
AND ELEVATIONS DRAWINGS FOR
LOCATIONS
MFR: SHERWIN WILLIAMS
COLOR: EXTRA WHITE SW 7006
FINISH: FLAT
LOCATION: CEILING
MFR: ARMSTRONG CEILINGS
STYLE: CLEANROOM #1715B (FOR FIELD TILES)
/ #1720B (FOR BORDER TILES)
HUMIGUARD PLUS
COLOR: WHITE
SIZE: 24 X 24 X 3/4 INCHES
GRID: PRELUDE XL SQUARE LAY-IN 15/16"
SOUND RATING: (#1715B) MIN. 0.55 NRC, (#1720B) MIN. 0.35 CAC
EPX-1
EPOXY FLOOR (EPX)
EPX-2 MFR: DUR-A-FLEX / TORGINOL
STYLE: DUR-A-CHIP
COLOR: B-506B (NO FLAKES)
TOP COAT: 3 MIL ARMOR TOP
THICKNESS: 1/4 INCH
GROUT: COATED WITH DUR-A-GLAZE
DCOF: >.06
P-3 MFR: SHERWIN WILLIAMS
COLOR: REFUGE SW 6228
FINISH: SEMI GLOSS
LOCATION: DOORS & FRAMES
MFR: DUR-A-FLEX / TORGINOL
STYLE: DUR-A-CHIP / DECO FLAKE
COLOR: B-506B RAPIDS- 1/4" FLAKES
TOP COAT: 3 MIL ARMOR TOP
GROUT: COATED WITH DUR-A-GLAZE
DCOF: >.06
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
IT
R
R E
V
IE
W B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T C
IN
C
IN
N
A T
I, O
H
IO
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 I-001
IN
T
E R
IO
R
S P
E C
IF
IC
A T
IO
N
S
M K
E L L Y
B G
IL
L E
S
G H
U T
Z E
L
M K
E L L E
Y
-1
-2
CERTIFIED FINAL - MAR 16, 2023
INTERIOR FINISH ABBREVIATIONS
ACT ACOUSTICAL CEILING TILE
EPC EPOXY COUNTER TOPS
EPX EPOXY FLOORING
EXP EXPOSED
MFR MANUFACTURER
P PAINT
RB RESILIENT BASE
SC SEALED / STAINED CONCRETE
A REFERENCE ELEVATIONS FOR ALL MILLWORK
FINISHES.
B REFERENCE REFLECTED CEILING PLANS AND
SCHEDULE FOR CEILING TYPES. PAINT ALL GYP.
BD. CEILINGS, SOFFITS, AND BULKHEADS P-4,
UNLESS NOTED OTHERWISE ON FINISH PLANS.
C ALL WALLS ARE TO BE PAINTED P-1, UNLESS NOTED
OTHERWISE ON FINISH PLANS. ANY
DISCREPENCIES ARE TO BE BROUGHT TO THE
DESIGNERS ATTENTION PRIOR TO PAINTING.
D ALL ACCESS PANELS OR DIFFUSERS ARE TO BE
PAINTED A SEMI-GLOSS FINISH TO MATCH
ADJACENT WALL FINISH UNLESS NOTED
OTHERWISE.
E CONTINUE SPECIFIED PAINT ABOVE AND BELOW
ALL MILLWORK COUNTERS AND CABINETS.
F ALL BASE BUILDING HOLLOW METAL DOORS AND
DOOR FRAMES TO BE PAINTED P-3, UNLESS NOTED
OTHERWISE.
G ALL COLUMNS ARE TO BE PAINTED P-1, UNLESS
NOTED OTHERWISE.
H PAINT ALL EXPOSED PIPING, CONDUIT, ELECTRICAL
DEVICES, DUCTWORK, ETC. TO MATCH ADJACENT
WALL FINISH
I INSTALL FLOORING UNDER ALL BASE CABINETS
AND INSTALL SCHEDULED BASE ON TOEKICK OF
ALL BASE CABINETS, UNLESS NOTED OTHERWISE
ON THE ELEVATION, FINISH PLAN, OR DETAILS.
J REFERENCE I-501 FOR TYPICAL FLOOR
TRANSITIONS AND DETAILS.
K ALL CHANGES IN FLOORING, BETWEEN ROOMS, IS
TO OCCUR AT CENTERLINE OF DOOR.
L ALL TRIM AND BASE TO TERMINATE INTO NEAREST
INSIDE CORNER, UNLESS NOTED OTHERWISE.
M FINISH HATCH GRAPHIC DOES NOT NECESSARILY
INDICATE MATERIAL PATTERN OR ACTUAL
PRODUCT. REFER TO MATERIAL DIRECTION.
N EXISTING FIRST AND SECOND FLOOR SLABS ARE
APPROXIMATELY 2" THICK. CONTRACTOR SHALL
TAKE NECESSARY PRECAUTIONS TO AVOID
PENETRATING FINISHED FLOOR ABOVE WHEN
PENETRATING CONCRETE FLOOR SLABS WHILE
INSTALLING HANGERS, SUPPORTS, ETC.
GENERAL NOTES
UP
UP
UP
MEZZANINE
G18M
16'4' 8'
SCALE: 1/8"=1'-0"
N
F02 F06
ELEV
LAB
G18A
LAB
G18
16'4' 8'
SCALE: 1/8"=1'-0"
N
F01
F02
F02
F04
F04
F04
F03
F04
FLOORING LEGEND
EPOXY FLOOR (EPX-1)
NOT IN SCOPE
EPOXY FLOOR (EPX-2)
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
IT
R
R E
V
IE
W B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T C
IN
C
IN
N
A T
I, O
H
IO
KEY PLAN
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 I-101
G R
O U
N D
F L O
O R
A N
D M
E Z
Z A
N
IN
E F
IN
IS
H P
L A
N
M K
E L L Y
B G
IL
L E
S
G H
U T
Z E
L
M K
E L L E
Y
-1
-2
CERTIFIED FINAL - MAR 16, 2023
1/8" = 1'-0"I-101
1 GROUND FLOOR MEZZANINE FINISH PLAN
1/8" = 1'-0"I-101
2 GROUND FLOOR FINISH PLAN
GENERAL NOTES
DRAWING NOTES
F01 PROVIDE APPROPRIATE FLOORING TRANSITION IF ADJACENT FLOORING IS
NOT THE SAME. REFER TO INTERIOR FINISH SCHEDULE FOR FLOORING
FINISHES AND TYPICAL TRANSITION DETAILS FOR SPECIFIED FLOORING
TRANSITION.
F02 REFERENCE ENLARGED PLANS, Q-300 SERIES, AND Q-400 ELEVATIONS FOR
CASEWORK DETAILS.
F03 THIS IS A FIXED PIECE OF EQUIPMENT TO REMAIN WHILE FLOORING IS
INSTALLED. NEW FLOORING WILL NOT GO UNDERNEATH THIS EQUIPMENT.
F04 NEW FLOORING TO ABUT THE FIXED EQUIPMENT'S PLATFORM BASE.
F06 CONCRETE SEALER AT STAIR TREADS, PAINT STEEL STAIRS, RAILINGS AND
MEZZANINE STRUCTURE, P-3. REFERENCE DRAWING SECTION 02/A-701.
A REFERENCE SHEET I-001 FOR FINISH SPECIFICATIONS.
B REFERENCE SHEET I-601 FOR FINISH SCHEDULE.
C REFERENCE SHEET I-501 FOR DETAILS.
UP
DN
UP
DNUP
ELEV
FAILURE
ANALYSIS
LAB
ENVIRONMENTAL
TEST LAB
THERMOGRAPHY/
SHEAROGRAPHY
UT/EC
FPI/MPI
RADIOGRAPHY
40 X RAY
40B
UT/EC
FAILURE
ANALYSIS
LAB
STORAGE
FAILURE
ANALYSIS
LAB
FAILURE
ANALYSIS
LAB
LAB
30A
F01 F01
F01
F01 F01 F01F01
F01F01F01
F02 F02
F02
F02
F02
F02
F02
F02
F02
F02 F02
F02
F05
F05
UTILITY
SHAFT 1
UTILITY
SHAFT 3
FLOORING LEGEND
EPOXY FLOOR (EPX-1)
NOT IN SCOPE
EPOXY FLOOR (EPX-2)
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
IT
R
R E
V
IE
W B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T C
IN
C
IN
N
A T
I, O
H
IO
KEY PLAN
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 I-102
F
IR
S T
F L O
O R
F
IN
IS
H
P L A
N
M K
E L L Y
B G
IL
L E
S
G H
U T
Z E
L
M K
E L L E
Y
-1
-2
CERTIFIED FINAL - MAR 16, 2023
GENERAL NOTES
DRAWING NOTES
1/8" = 1'-0"I-102
1 FIRST FLOOR FINISH PLAN
N 16'4' 8'
SCALE: 1/8"=1'-0"
F01 PROVIDE APPROPRIATE FLOORING TRANSITION IF ADJACENT FLOORING IS
NOT THE SAME. REFER TO INTERIOR FINISH SCHEDULE FOR FLOORING
FINISHES AND TYPICAL TRANSITION DETAILS FOR SPECIFIED FLOORING
TRANSITION.
F02 REFERENCE ENLARGED PLANS, Q-300 SERIES, AND Q-400 ELEVATIONS FOR
CASEWORK DETAILS.
F05 NO NEW FLOORING IN THIS ROOM.
A REFERENCE SHEET I-001 FOR FINISH SPECIFICATIONS.
B REFERENCE SHEET I-601 FOR FINISH SCHEDULE.
C REFERENCE SHEET I-501 FOR DETAILS.
DN
STAIR
ELEV
LAB
LAB
F02
F02
FLOORING LEGEND
EPOXY FLOOR (EPX-1)
NOT IN SCOPE
EPOXY FLOOR (EPX-2)
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
IT
R
R E
V
IE
W B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T C
IN
C
IN
N
A T
I, O
H
IO
KEY PLAN
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 I-103
S E
C O
N D
F L O
O R
F
IN
IS
H
P L A
N
M K
E L L Y
B G
IL
L E
S
G H
U T
Z E
L
M K
E L L E
Y
-1
-2
CERTIFIED FINAL - MAR 16, 2023
1/8" = 1'-0"I-103
1 SECOND FLOOR FINISH PLAN
N 16'4' 8'
SCALE: 1/8"=1'-0"
GENERAL NOTES
DRAWING NOTES
A REFERENCE SHEET I-001 FOR FINISH SPECIFICATIONS.
B REFERENCE SHEET I-601 FOR FINISH SCHEDULE.
C REFERENCE SHEET I-501 FOR DETAILS.
F02 REFERENCE ENLARGED PLANS, Q-300 SERIES, AND
Q-400 ELEVATIONS FOR CASEWORK DETAILS.
UP
DN
UP
DNUP
ELEV
FAILURE
ANALYSIS
LAB
ENVIRONMENTAL
TEST LAB
THERMOGRAPHY/
SHEAROGRAPHY
UT/EC
FPI/MPI
RADIOGRAPHY
X RAY
40B
UT/EC
FAILURE
ANALYSIS
LAB
STORAGE
FAILURE
ANALYSIS
LAB
30 FAILURE
ANALYSIS
LAB
LAB
30A
ST1(3)
ST1
ST2
ST3
ST3
WB1
AC1
AC1
ST1
UTILITY
SHAFT 1
UTILITY
SHAFT 3
FLOORING LEGEND
NOT IN SCOPE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
IT
R
R E
V
IE
W B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T C
IN
C
IN
N
A T
I, O
H
IO
KEY PLAN
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 I-112
F
IR
S T
F L O
O R
F U
R N
IT
U
R E
P L A
N
M K
E L L Y
B G
IL
L E
S
G H
U T
Z E
L
M K
E L L E
Y
-1
-2
CERTIFIED FINAL - MAR 16, 2023
N 16'4' 8'
SCALE: 1/8"=1'-0"
A TAGGED FURNITURE IS SHOWN FOR REFERENCE ONLY AND
IS DETAILED IN A SEPARATE FF&E CONTRACT.
GENERAL NOTES
1/8" = 1'-0"I-112
1 FIRST FLOOR FURNITURE PLAN
UPDN
ELEV
LAB
G18A
LAB
G18
16'4' 8'
SCALE: 1/8"=1'-0"
N
S4
LEGEND
NOT IN SCOPE
MEZZANINE
G18M
16'4' 8'
SCALE: 1/8"=1'-0"
N
S3
S3
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
IT
R
R E
V
IE
W B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T
C
IN
C
IN
N A
T I, O
H
IO
KEY PLAN
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 I-121
G R
O U
N D
F L O
O R
S
IG
N A
G E
P L A
N
M K
E L L Y
B G
IL
L E
S
G H
U T
Z E
L
M K
E L L E
Y
-1
-2
CERTIFIED FINAL - MAR 16, 2023
1/8" = 1'-0"I-121
01 GROUND FLOOR SIGNAGE PLAN
1 REFERENCE DRAWING I-621 FOR SIGNAGE
SCHEDULE AND NOTES.
2 COORDINATE LOCATION OF FIRE EVACUATION
SIGNS WITH LOCAL
FIRE DEPARTMENT AND LIFE SAFETY.
3 REFERENCE DRAWING I-511 FOR SIGNAGE
DETAILS.
GENERAL NOTES
1/8" = 1'-0"I-121
2 GROUND FLOOR MEZZANINE SIGNAGE PLAN
UP
DN
UP
DNUP
ELEV
FAILURE
ANALYSIS
LAB
ENVIRONMENTAL
TEST LAB
THERMOGRAPHY/
SHEAROGRAPHY
UT/EC
FPI/MPI
RADIOGRAPHY
X RAY
40B
UT/EC
FAILURE
ANALYSIS
LAB
STORAGE
29 FAILURE
ANALYSIS
LAB
FAILURE
ANALYSIS
LAB
LAB
30A
S4S4S4S4
S4 S4 S4 S4
S4 S4
S1
S3
S1 S1
S1
S1
S1
S1
S1
S1
S5
FLOORING LEGEND
NOT IN SCOPE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
IT
R
R E
V
IE
W B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T
C
IN
C
IN
N A
T I, O
H
IO
KEY PLAN
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 I-122
F
IR
S T
F L O
O R
S
IG
N A
G E
F L O
O R
P L A
N
M K
E L L Y
B G
IL
L E
S
G H
U T
Z E
L
M K
E L L E
Y
-1
-2
CERTIFIED FINAL - MAR 16, 2023
GENERAL NOTES
16'4' 8'
SCALE: 1/8"=1'-0"
N
1/8" = 1'-0"I-122
01 FIRST FLOOR SIGNAGE PLAN
1 REFERENCE DRAWING I-621 FOR SIGNAGE
SCHEDULE AND NOTES.
2 COORDINATE LOCATION OF FIRE
EVACUATION SIGNS WITH LOCAL
FIRE DEPARTMENT AND LIFE SAFETY.
3 REFERENCE DRAWING I-511 FOR SIGNAGE
DETAILS.
DN
STAIR
ELEV
LAB
LAB
S4
S4
LEGEND
NOT IN SCOPE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
IT
R
R E
V
IE
W B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T
C
IN
C
IN
N A
T I, O
H
IO
KEY PLAN
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 I-123
S E
C O
N D
F L O
O R
S
IG
N A
G E
F L O
O R
P L A
N
M K
E L L Y
B G
IL
L E
S
G H
U T
Z E
L
M K
E L L E
Y
-1
-2
CERTIFIED FINAL - MAR 16, 2023
1/8" = 1'-0"I-123
01 SECOND FLOOR SIGNAGE PLAN
1 REFERENCE DRAWING I-621 FOR SIGNAGE
SCHEDULE AND NOTES.
2 COORDINATE LOCATION OF FIRE
EVACUATION SIGNS WITH LOCAL
FIRE DEPARTMENT AND LIFE SAFETY.
3 REFERENCE DRAWING I-511 FOR SIGNAGE
DETAILS.
RESILIENT
TRANSITION STRIP: JOHNSONITE
REDUCER RRS-XX-D, COLOR: ALUMINUM
CONCRETE FLOOR
CONCRETE SLAB
EPOXY FLOORING
EPOXY FLOORING
CONCRETE SLAB
TRANSITION STRIP: SCHLUTER,
SCHIENE, OR APPROVED EQUAL
ALUMINUM
CONCRETE TOPPING
EPOXY FLOORING
CONCRETE SLAB
TRANSITION STRIP: SCHLUTER,
SCHIENE, OR APPROVED EQUAL
ALUMINUM
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
IT
R
R E
V
IE
W B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T
C
IN
C
IN
N A
T I, O
H
IO
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 I-501
D E
T A
IL
S
M K
E L L Y
B G
IL
L E
S
G H
U T
Z E
L
M K
E L L E
Y
-1
-2
CERTIFIED FINAL - MAR 16, 2023
12" = 1'-0"I-501
3 RESILIENT TO CONCRETE TRANSITION
12" = 1'-0"I-501
1 EPOXY TO EPOXY TRANSITION
12" = 1'-0"I-501
2 CONCRETE TO EPOXY TRANSITION
M
IN
IM
U
M
SIGN
TYPE
3"
RAISED CHARACTERS SHALL BE 48 INCHES MINIMUM ABOVE THE FLOOR,
MEASURED TO THE BASELINE OF THE LOWEST RAISED CHARACTER AND
60 INCHES MAXIMUM ABOVE THE FLOOR, MEASURED TO THE BASELINE OF
THE HIGHEST RAISED CHARACTER. PER ABAAS GUIDE LINES.
M A
X
SIGN TYPE
S5
1'-6"1'-0"
D O
O R
F R
A M
E H
E
IG
H T
BUILDING-MOUNTED ENTRY
SIGN PLACEMENT
WALL MOUNTED INTERIOR
SIGN PLACEMENT
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
IT
R
R E
V
IE
W B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T
C
IN
C
IN
N A
T I, O
H
IO
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 I-511
S
IG
N A
G E
D E
T A
IL
S
M K
E L L Y
B G
IL
L E
S
G H
U T
Z E
L
M K
E L L E
Y
-1
-2
CERTIFIED FINAL - MAR 16, 2023
GENERAL NOTES
NTSI-511
1 INTERIOR SIGNAGE DETAIL - S1
NTSI-511
2 INTERIOR SIGNAGE DETAIL - S2
NTSI-511
3 INTERIOR SIGNAGE DETAIL - S3
NTSI-511
4 INTERIOR SIGNAGE DETAIL - S4
A REFERENCE DRAWING I-621 FOR SIGNAGE
SCHEDULE AND NOTES.
NTSI-511
5 SIGN MOUNTING HEIGHT
NTSI-511
6 INTERIOR SIGNAGE DETAIL- S5
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
IT
R
R E
V
IE
W B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T C
IN
C
IN
N
A T
I, O
H
IO
KEY PLANKEY PLANKEY PLAN
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 I-601
F
IN
IS
H
S C
H E
D U
L E
M K
E L L Y
B G
IL
L E
S
G H
U T
Z E
L
M K
E L L E
Y
-1
-2
CERTIFIED FINAL - MAR 16, 2023
ROOM FINISH SCHEDULE
NO. ROOM NAME North Wall East Wall South Wall West Wall Base Finish Floor Finish Ceiling Finish Comments
19 FAILURE ANALYSIS LAB P-1 P-1 P-1 P-1 --- EPX-2 ACT-1 1
20 ENVIRONMENTAL TEST LAB P-1 P-1 P-1 P-1 --- EPX-1 ACT-1 1
27 UT/EC P-1 P-1 P-1 P-1 --- EPX-1 ACT-1 1
28 FAILURE ANALYSIS LAB P-1 P-1 P-1 P-1 --- EPX-2 ACT-1 1
29 STORAGE P-1 P-1 P-1 P-1 --- --- ACT-1
30 FAILURE ANALYSIS LAB P-1 P-1 P-1 P-1 --- EPX-2 ACT-1 1
30A LAB P-1 P-1 P-1 P-1 --- EPX-1 ACT-1
31 FAILURE ANALYSIS LAB P-1 P-1 P-1 P-1 --- EPX-2 ACT-1 1
38 UT/EC P-1 P-1 P-1 P-1 EPX-1 ACT-1 1
39 FPI/MPI P-1 P-1 P-1 P-1 --- EPX-2 ACT-1 1
40 RADIOGRAPHY P-1 P-1 P-1 P-1 --- EPX-1 ACT-1
40B X RAY P-1 P-1 P-1 P-1 --- --- ---
40C DARK ROOM --- --- --- --- --- --- --- 3
49 THERMOGRAPHY/
SHEAROGRAPHY
P-1 P-1 P-1 P-1 --- EPX-1 ACT-1 1
117 LAB P-1 P-1 P-1 P-1 --- EPX-1 ACT-1 1
145 LAB P-1 P-1 P-1 P-1 --- EPX-1 --- 1
G17B OFFICE --- --- --- --- --- --- --- 2
G18 LAB P-1 P-1 P-1 P-1 RB-1 EPX-1 EXP-1 1
G18A LAB P-1 P-1 P-1 P-1 RB-1 EPX-1 ACT-1
G18M MEZZANINE P-1 P-1 P-1 P-1 RB-1 EPX-1 EXP-1 INTERIOR FINISH ABBREVIATIONS
ACT ACOUSTICAL CEILING TILE
EPC EPOXY COUNTER TOPS
EPX EPOXY FLOORING
EXP EXPOSED
MFR MANUFACTURER
P PAINT
RB RESILIENT BASE
SC SEALED / STAINED CONCRETE
A REFERENCE SHEET I-001 FOR FINISH SPECIFICATIONS.
B REFERENCE SHEET I-601 FOR FINISH SCHEDULE.
C REFERENCE SHEET I-501 FOR DETAILS.
GENERAL NOTES
COMMENTS
1 CASEWORK COUNTER TOPS TO RECEIVE EPC-1.
COORDINATE WITH 'Q SERIES' EQUIPMENT PLANS.
2 THIS ROOM IS NOT IN SCOPE, NO FINISHES.
3 THIS ROOM IS NOTED ON SCHEDULE ONLY FOR DEMO
DRAWING PURPOSES.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
IT
R
R E
V
IE
W B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R E
N O
V A
T E
R E
S E
A R
C H
L A
B F
O R
R A
P
ID
R E
A C
T
IO
N
W P
A F
B B
U
IL
D
IN
G
W R
IG
H
T P
A T
T E
R S
O N
A F
B O
H
IO
Z H
T V
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B
R O
A D
W A
Y S
T R
E E
T
C
IN
C
IN
N A
T I, O
H
IO
KEY PLANKEY PLANKEY PLAN
SEAL
W Q
R -1
-D
-0
W Q
R -2
-F
-0
12-22-22 I-621
S
IG
N A
G E
S C
H E
D U
L E
M K
E L L Y
B G
IL
L E
S
G H
U T
Z E
L
M K
E L L E
Y
-1
-2
CERTIFIED FINAL - MAR 16, 2023
A ALL SIGNS TO FOLLOW ADAAG GUIDELINES,
CONTRACTORS TO VERIFY THESE GUIDELINES.
REFERENCE SPECIFICATION SECTION 10 14 02 FOR
DETAILS.
B REFERENCE DRAWING I-511 FOR SIGN
GRAPHICS/DETAILS. SIGNAGE DETAILS TO FOLLOW
AIRFORCE SIGN STANDARDS UFC 3-120-01.
C CONTRACTOR TO VERIFY WITH BASE ANY FACILITY
STANDARDS OR ORGANIZATIONAL
EMBLEMS/SYMBOLS TO BE USED.
D ALL SIGNS TO BE LOCATED 3" FROM LATCH SIDE OF
DOOR, MOUNTED 60 INCHES A.F.F TO THE
CENTERLINE OF SIGN. IF THERE IS INSUFFICIENT
ROOM ON THE LATCH SIDE OF THE DOOR
TO INSTALL THE SIGN, THEN SIGNS ARE TO BE
POSITIONED TO THE NEAREST ADJACENT WALL
OF THE DOOR LATCH.
E ANY SIGN PLAQUE MOUNTED TO WINDOW GLAZING
IS TO HAVE A BLANK SIGN PLAQUE WITH
MATCHING FINISHES MOUNTED TO BACK SIDE OF
THE GLASS.
F MOUNTING HEIGHTS IDENTIFYING ROOMS MUST
BE MOUNTED SO THAT THE BOTTOM OF THE
RAISED CHARACTERS ARE BETWEEN 48 INCHES
AND 60 INCHES ABOVE THE FLOOR. SEE
MOUNTING DETAIL ON I-511.
G OVERHEAD SIGNS TO BE MOUNTED 80 INCHES
MINIMUM FROM FLOOR TO BOTTOM OF SIGN.
H SIGN FINISHES - COPY/TEXT TO BE BLACK CO101,
BACKGROUND COLOR TO BE CHEMETAL 450
CYCLONE.
I SIGNAGE PLACED ON CMU WALLS TO USE WALL
SHIMS ORDERED FROM SIGN MANUFACTURER.
ROOM SIGNAGE SCHEDULE
ROOM
NUMBER ROOM NAME SIGN TYPE
TACTILE RM
NUMBER SIGN TEXT LINE 1 SIGN TEXT LINE 2
SIGN TEXT
LINE 3
MOUNTING
TYPE
SYMBOL
TYPE BRAILLE COMMENTS
S3 G18M MAXIMUM LOAD 74,000 LBS WEST WALL YES
S3 G18M MAXIMUM LOAD 15,000 LBS EAST WALL YES
19 FAILURE ANALYSIS LAB S1 19 - WALL YES
19 FAILURE ANALYSIS LAB S4 19 FAILURE ANALYSIS LAB WALL YES
20 ENVIRONMENTAL TEST LAB S4 20 ENVIRONMENTAL TEST LAB WALL YES
27 UT/EC S4 27 UT/EC WALL YES
28 FAILURE ANALYSIS LAB S1 - FAILURE ANALYSIS
LAB
WALL YES
28 FAILURE ANALYSIS LAB S4 28 FAILURE ANALYSIS LAB WALL YES
29 STORAGE S3 - STORAGE WALL YES
30 FAILURE ANALYSIS LAB S1 - FAILURE ANALYSIS
LAB
WALL YES
30 FAILURE ANALYSIS LAB S1 30 - WALL YES
30 FAILURE ANALYSIS LAB S4 30 FAILURE ANALYSIS LAB WALL YES
30A LAB S1 30A - WALL YES
30A LAB S1 30A - WALL YES
30A LAB S1 30A - WALL YES
31 FAILURE ANALYSIS LAB S1 31 - WALL YES
31 FAILURE ANALYSIS LAB S4 31 FAILURE ANALYSIS LAB WALL YES
38 UT/EC S4 38 UT/EC WALL YES
39 FPI/MPI S4 39 FPI/MPI WALL YES
40 RADIOGRAPHY S4 40 RADIOGRAPHY WALL YES
40B X RAY S5 40B X-RAY VAULT WALL YES
49 THERMOGRAPHY/
SHEAROGRAPHY
S1 49 - WALL YES
49 THERMOGRAPHY/
SHEAROGRAPHY
S4 49 RAPID PROTOTYPING WALL YES
117 LAB S4 117 LAB WALL YES
145 LAB S4 145 LAB WALL YES
G18 LAB S4 - LAB WALL YES
Wright Patterson AFB Rapid Reaction Lab Renov.
Final BackCheck December 22, 2022
ROOM TYPE: G18A LAB (Page 1 of 1)
TAG / SPEC
SAMPLES
SHERWIN WILLIAMS
COLOR: DOVER WHITE
SW 6385
FINISH: EGGSHELL
Location:
General Wall Paint
P-3
COLOR: REFUGE SW 6228
FINISH: SEMIGLOSS
Door Frames
RB-1
ROPPE
RUBBER COVE BASE
SIZE: 4" (100MM)
HIGH, COVE
COLOR: BLACK
Resilient Wall Base
SC-1
SEALED CONCRETE
PENETRATING SEALER
SEE SPECIFICATIONS
09 67 23.14
Flooring
ROOM TYPE: LABS 20, 27, 30A, 38, 40, 49, 117, 145, G18, G18A, G18M (Page 1 of 1)
COLOR: DOVER WHITE
SW 6385
FINISH: EGGSHELL
COLOR: REFUGE SW 6228
FINISH: SEMIGLOSS
EPX-1
DUR-A-FLEX / TORGINOL
STYLE: DUR-A-CHIP /
DECO FLAKE
COLOR: B-506B RAPIDS-
1/4" FLAKES
TOP COAT: ARMOR TOP
GROUT: COATED WITH
DUR-A-GLAZE
DCOF: >.06
Flooring
EPC-1
MFR: KEWAUNEE
STYLE: EPOXY RESIN
WORK TOP
COLOR: BLACK
SIZE: 1 INCH THICK, 4-
INCH-HIGH CURB BACK
Countertops
ROOM TYPE: FPI / MPI / FAILURE ANALYSIS (Page 1 of 1)
COLOR: DOVER WHITE
SW 6385
FINISH: EGGSHELL
COLOR: REFUGE SW 6228
FINISH: SEMIGLOSS
EPX-2
DUR-A-FLEX / TORGINOL
STYLE: DUR-A-CHIP
COLOR: B-506B (NO
FLAKES)
TOP COAT: ARMOR TOP
GROUT: COATED WITH
DUR-A-GLAZE
DCOF: >.06
EPC-1
MFR: KEWAUNEE
STYLE: EPOXY RESIN
WORK TOP
COLOR: BLACK
SIZE: 1 INCH THICK, 4-
INCH-HIGH CURB BACK
Countertops
ROOM TYPE: STORAGE (Page 1 of 2)
COLOR: DOVER
WHITE SW 6385
FINISH: EGGSHELL
COLOR: REFUGE SW
FINISH: SEMIGLOSS
ROOM TYPE: CEILINGS (Page 1 of 2)
ACT-1
ARMSTRONG CLEAN
ROOM
#1715B HUMIGUARD
PLUS
#1720 (BORDER
TILES)
COLOR: WHITE
24” X 24” X ¾”
PRELUDE XL
SQUARE LAY-IN
15/16”
P-4
COLOR: EXTRA
WHITE SW 7006
FINISH: FLAT
File details come from the government source that posted it. Updated .