Attachment H - Drawings 8 of 18 ARCHITECTURAL.pdf
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- Solicitation number
- N6247023R0001
About this file
This solicitation is for design-bid-build services for an electrical power plant at Camp Lemonnier, Djibouti. Key details include that the Naval Facilities Engineering Command is seeking proposals for architectural and engineering design services, with construction to follow. Offerors should have experience with electrical power plant design and familiarity with Unified Facilities Criteria standards. Proposals are due by December 4, 2022 and the period of performance is anticipated to last until December 2024. The total contract value is not specified.
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AND&
EXIST EXISTING
VINYL COMPOSITION TILEVCT
ADJ
AT
APPROX
AFF
BD
ALUM
APPROXIMATE
BOARD
ABOVE FINISH FLOOR
ALUMINUM
ADJUSTABLE, ADJUST
CEILING
COL
CLG
DIA
CMU
CONC
DOWNDN
EQUIP
ELEC
ELEV
EQUIPMENT
ELECTRIC
ELEVATION
CONCRETE MASONRY UNIT
CONCRETE
DIAMETER
COLUMN
FLOOR
FO
FLR
GWB
HC
GYPSUM WALLBOARD
HANDICAPPED
FACE OF
EQ EQUAL
CENTER LINE
HORIZ HORIZONTAL
TYPICALTYP
TOC TOP OF CONCRETE
WIDTH
VERT
W
VERTICAL
UNLESS OTHERWISE NOTEDUON
HOLLOW METALHM
VIF VERIFY IN FIELD
CL
ALT ALTERNATE
ACT ACOUSTICAL CEILING TILE
BLDG BUILDING
BLKG BLOCKING
CORNER GUARDCG
CONTROL JOINTCJ
CLEARCLR
CONST CONSTRUCTION
CONT CONTINUOUS
DBL DOUBLE
DIAG DIAGONAL
DIM DIMENSION
DISP DISPENSER
DOWNSPOUTDS
DRAWINGDWG
EACHEA
EXPANSION JOINTEJ
EXP EXPANSION / EXPOSED
EXT EXTERIOR
FD FLOOR DRAIN
FEB FIRE EXTINGUISHER BRACKET
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR
FIN FINISH
GA GAUGE
GALV GALVANIZED
GL GLASS
HDW HARDWARE
HT HEIGHT
HVAC HEATING, VENTILATION, & AIR
CONDITIONING
INSUL INSULATION
INT INTERIOR
JT JOINT
L LENGTH / LONG
SUSPENDEDSUSP
TOW TOP OF WALL
VINYL BASEVB
VTR VENT THRU ROOF
WITHW/
WITHOUTW/O
WOODWD
METALMTL
NIC
MISC
OC
MISCELLANEOUS
ON CENTER
NOT IN CONTRACT
ROOM
SIMILAR
R
RM
SIM
RO
SS
RADIUS
STAINLESS STEEL
ROUGH OPENING
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MO MASONRY OPENING
NO NUMBER
NTS NOT TO SCALE
OD OUTSIDE DIAMETER
OH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
PL PLATE
PLAM PLASTIC LAMINATE
PLYWD PLYWOOD
PR PAIR
PTD PAINTED
REINF REINFORCING
REQ'D REQUIRED
SF SQUARE FEET
SQUARESQ
STRUCTURALSTRUCT
STD STANDARD
STL STEEL
TTL TOTAL
GC GENERAL CONTRACTOR
CONCRETE
WOOD BLOCKING - INTERRUPTED
BRICK
CONCRETE MASONRY UNIT (CMU)
INSULATION - BATT / LOOSE / BLANKET
PLYWOOD
EARTH
INSULATION - MINERAL WOOL
WOOD BLOCKING / FRAMING - CONTINUOUS
INSULATION - RIGID
POROUS FILL
INSULATION - SPRAY FOAM
GWB / PLASTER / GROUT / SPRAY FIREPROOFING
A
DEMOLITION KEYNOTE
A1
AE201
A1
AE201
A3
A2A4
NEW WORK KEYNOTE
PARTITION / WALL TYPE
DETAIL / PLAN NUMBER
SHEET WHERE SHOWN
ELEVATION NUMBER
SHEET WHERE SHOWN
XX.X
COLUMN GRID LINE
ELEVATION DATUM
+12'-0"
FIRST FLOOR
ROOM DESIGNATION
DIRECTION OF SLOPE ROOF SLOPE
FLOOR DRAIN
FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER BRACKET
FD
DETAIL, SECTION,
ELEVATION TITLE
DETAIL / ENLARGED PLANPLAN TITLE
AND NORTH ARROW
INTERIOR ELEVATION
EXTERIOR ELEVATION
ELEVATION NUMBER
SHEET WHERE SHOWN
BUILDING SECTION
SECTION NUMBER
SHEET WHERE SHOWN
DETAIL / WALL SECTION
DOOR NUMBER
AE301
A1
AE301
A1
AE301
A1
A1
AE101
WINDOW / LOUVER / CURTAIN WALL / STOREFRONT
DESIGNATION
FEC FEB
A1 / AE101
ADJACENT AREA REFERENCE
W1 L1 C1 S1
ACCESSIBLE BEDROOMS - MOBILITY FEATURES ACCESSIBLE BEDROOMS - COMMUNICATION FEATURES
SPECIALTY ITEM DESIGNATION
MATCHLINE
BUILDING
SHEET WHERE SHOWN
SECTION NUMBER
NAME
SCALE:A1
NAME
SCALE:
TRUE NORTH INDICATOR
PLAN NORTH INDICATOR
ROOM NAME
2' x 2' ACOUSTICAL TILE LAY-IN CEILING
GWB CEILING / SOFFIT
OS
S
H P
LIGHT FIXTURE / EMERGENCY EGRESS LIGHT FIXTURE
EXIT LIGHT / EXIT LIGHT W/ ARROW
FIRE ALARM STROBE / FIRE ALARM HORN STROBE
SPEAKER / SPEAKER W/ STROBE
OCCUPANCY SENSOR
CARBON MONOXIDE SENSOR
HEAT SENSOR / PHOTO SENSOR
SMOKE DETECTOR
CEILING HEIGHT
EXPOSED CEILING
SPRINKLER HEAD
CO
8'-0"
S
S
EXP
SUPPLY GRILLE / RETURN GRILLE
V F
EXHAUST FAN
ACCESS PANEL
1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF CONCRETE,
FACE OF EXISTING WALL AND TO CENTERLINE OF COLUMNS.
2. ALL NOTES, DETAILS, AND FEATURES DRAWN AS APPLICABLE FOR ONE CONDITION ARE
APPLICABLE TO SIMILAR CONDITIONS, WHETHER OR NOT SPECIFICALLY INDICATED.
3. LOCATE ALL INTERIOR DOOR FRAMES 102mm FROM THE THROAT RETURN TO THE CLOSEST
ADJACENT PERPENDICULAR PARTITION, UON.
4. ALL ELEVATIONS ARE MEASURED FROM THE REFERENCE ELEVATION +0, WHICH IS THE TOP
OF THE FIRST FLOOR SLAB, UON.
5. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS OR SIZES OF BUILDING ELEMENTS.
6. ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND SECTIONS
SHALL BE CONTINUOUS, UON.
7. USE FIRE-RETARDANT TREATED WOOD PRODUCTS FOR ALL CONCEALED WOOD BLOCKING,
UON.
8. USE PRESERVATIVE-TREATED WOOD PRODUCTS FOR ALL WOOD BLOCKING IN CONTACT
WITH EXTERIOR CONCRETE WALLS, AND FOR ALL WOOD BLOCKING IN CONTACT WITH
CONCRETE SLABS ON GRADE.
9. VERIFY ALL DIMENSIONS. BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF
THE ARCHITECT.
10. PROVIDE WOOD OR METAL BLOCKING BEHIND GYPSUM BOARD AT THE FOLLOWING
LOCATIONS:
A. ALL WALL-MOUNTED DOOR STOPS AND OTHER HARDWARE.
B. ALL WALL-MOUNTED TOILET ACCESSORIES. AT GRAB BARS, PROVIDE BLOCKING
CAPABLE OF RESISTING A MINIMUM LOAD OF 113.4 kg APPLIED VERTICALLY OR
HORIZONTALLY AT ANY POINT ON THE GRAB BAR.
C. ALL WALL-MOUNTED PLUMBING FIXTURES, INCLUDING BUT NOT LIMITED TO LAVATORIES,
SINKS, URINALS, WATER CLOSETS, AND WATER COOLERS. PROVIDE BLOCKING CAPABLE
OF RESISTING A MINIMUM LOAD OF 181.4 kg APPLIED VERTICALLY AT ANY POINT ON THE
PLUMBING FIXTURE.
D. ALL WALL-MOUNTED CABINETRY, SHELVING, AND SIMILAR ITEMS.
11. ALL MATERIALS USED IN THE PROJECT SHALL BE NEW AND PROVIDED BY THE
CONTRACTOR, UON.
12. NOTIFY ARCHITECT OF ANY DISCREPANCY BETWEEN DRAWINGS, SPECIFICATIONS AND/OR
EXISTING CONDITIONS.
13. ALL NOTES, DETAILS, AND FEATURES DRAWN AS APPLICABLE FOR ONE CONDITION ARE
APPLICABLE TO SIMILAR CONDITIONS, WHETHER OR NOT SPECIFICALLY INDICATED.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
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F O
L K
V
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AS NOTED
1643338
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P L A
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A R
C H
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A L
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D N
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14124448
SEB SEB
JWH/SCN
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I, D
JI
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C A
M P
L E
M O
N N
IE
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RICHARD STEPHENS
DER
ARCHITECTURAL GENERAL NOTES
ARCHITECTURAL ABBREVIATIONS
ARCHITECTURAL SYMBOLOGY
MATERIAL LEGEND
RATED PARTITION LEGEND
RCP LEGEND
NOT ALL ABBREVIATIONS, SYMBOLS, AND LEGEND GRAPHICS LISTED ARE NECESSARILY USED
ON THIS PROJECT. REFER TO DOCUMENTS FOR SPECIFIC INFORMATION.
ONE HALF HOUR FIRE RATING
ONE HOUR FIRE RATING
TWO HOUR FIRE RATING
THREE HOUR FIRE RATING
FOUR HOUR FIRE RATING
(SB) SMOKE BARRIER (SB), SMOKE PARTITION
(SP), OR PARTITION CAPABLE OF
RESISTING THE PASSAGE OF SMOKE (S)
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
UP
ZONE 1
ZONE 2
(HIGH BAY)
A B D
E
GROUND FLOOR
B.O. ROOF DECK - HIGH
B.O. ENGINE HALL ROOF DECK - HIGH
13150
C
ZONE 1
ZONE 2
(HIGH BAY)
ROOF ACCESS LEVEL
ABDE
AIR BARRIER BOUNDARY
AREA WITHIN AIR BARRIER
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
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A L P
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P L A
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B A
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K E
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A N
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Checker
14124449
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
A. AIR BARRIER BOUNDARY EXTENTS ARE INDICATED ON KEY PLAN(S).
B. CONSTRUCTION CONTRACTOR TO CONDUCT AIR BARRIER TESTING (AS
MINIMUM) IN AREAS IDENTIFIED IN AIR BARRIER KEY PLANS. CONTRACTOR
HAS THE OPTION TO TEST ZONES OR BUILDING IN ITS ENTIRETY.
D. CONSTRUCTION CONTRACTOR TO VERIFY PROPER INSTALLATION &
INTEGRITY OF AIR BARRIER ASSEMBLIES IN AREAS TO BE CONCEALED (I.E.
INACCESSIBLE ENCLOSED VOID SPACES, ETC.) PRIOR TO COMMENCING
WITH CONCEALMENT. MULTIPLE TESTS MAY BE REQUIRED TO VERIFY
PROPER INSTALLATION.
E. THE VARIOUS COMPONENTS OF THE AIR BARRIER ASSEMBLY ARE
IDENTIFIED WITH "(AIR BARRIER)" THROUGHOUT THIS DRAWING SET. SEE
WALL SECTIONS, DETAILS & SECTION SHEETS FOR ADDITIONAL AIR
BARRIER INFORMATION.
F. PENETRATIONS THROUGH AIR BARRIER ASSEMBLIES TO BE SEALED PER
ASSEMBLY MATERIAL MANUFACTURER'S DETAILS, SPECIFICATIONS, AND
WRITTEN RECOMMENDATIONS.
G. UTILITY EQUIPMENT, DUCT WORK, PIPING AND ASSOCIATED
APPURTENANCES NOT SHOWN IN AIR BARRIER SECTIONS FOR CLARITY.
ALL PENETRATIONS THRU THE AIR BARRIER WILL BE PER PENETRATED
MATERIAL MANUFACTURER'S RECOMMENDATIONS / SPECIFICATIONS.
Z O
N E
691.93 SM
TOTAL AIR BARRIER ZONE SURFACE AREA:
TOTAL FLOOR SURFACE AREA:
TOTAL WALL SURFACE AREA:
TOTAL CEILING SURFACE AREA:
Z O
N E
TOTAL AIR BARRIER ZONE SURFACE AREA:
TOTAL FLOOR SURFACE AREA:
TOTAL WALL SURFACE AREA:
TOTAL CEILING SURFACE AREA:
900.99 SM
669.37 SM
2262.29 SM
1687.65 SM
2334.18 SM
1764.43 SM
5786.26 SM
AIR BARRIER KEY PLAN LEGEND
GENERAL NOTES
NOT TO SCALEA1
AIR BARRIER KEY PLAN
NOT TO SCALEC3
SECTION - AIR BARRIER
AIR BARRIER CALCULATIONS
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
AE201
A1
AE201
B1
AE201
D1
AE201
B3
A1
AE301
A1
AE301
VESTIBULE
CORRIDOR
JANITOR
TOILET
TOILET
CONTROL
OFFICE
OFFICE
STORAGE
SCADA
COMM
RISER
ROOM
MECHANICAL
ELECTRICAL
VESTIBULE
WORKSHOP
FUEL OIL
OVERFLOW
TANK
DAY TANK
DAY TANK
DAY TANK
DAY TANK
DAY TANK
DAY TANK
LUBE OIL
AE401
A1
1000 1000
1000 1000
AE102
A1
AE103
A1
32900
BATTERY
C3
A-002
______________ C3
A-002
0 41
14000
AE402
A1
AE402
A2
AE402
C1
AE402
C2
A B D
157001200
157001200
ENGINE
HALL
ENGINE
HALL
AE202
A1
AE202
B3
AE202
B1
AE202
D1
C1
AE301
C1
AE301
11000
33900
E
FUEL PUMP
ROOM
1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF
CONCRETE, FACE OF EXISTING WALL, AND TO CENTER LINE OF COLUMNS,
EXCLUSIVE OF INTERIOR WALLS.
2. ALL INTERIOR DIMENSIONS ARE TO FACE OF PARTITION ASSEMBLY AS DEFINED
BY THE PARTITION SCHEDULE AND ARE EXCLUSIVE OF ANY APPLIED FINISH.
3. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF EQUIPMENT
/ SHELVING / CASEWORK.
4. ANY CONFLICTING INFORMATION BETWEEN THE ARCHITECTURAL DRAWINGS
AND OTHER DRAWINGS OR SPECIFICATIONS IN THIS SET SHALL BE NOTED IN
WRITING TO THE ARCHITECT FOR REVIEW AND MUST BE CLARIFIED PRIOR TO
COMMENCING THE CONSTRUCTION IN QUESTION.
5. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD
PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,
DOOR STOPS AND OTHER EQUIPMENT.
6. VERIFY AND COORDINATE PENETRATIONS THROUGH FOUNDATION, FLOOR
SLAB, ROOF ASSEMBLIES, AND PARTITIONS WITH APPROPRIATE ENGINEERING
DRAWINGS.
7. VERIFY AND COORDINATE FINISH FLOOR ELEVATIONS WITH CIVIL AND
STRUCTURAL PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ARCHITECT IN
WRITING BEFORE CONSTRUCTION OF ANY CONFLICTS.
8. REFER TO SHEET AE601 FOR DOOR SCHEDULE.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
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RICHARD STEPHENS
DER
1 : 200
GROUND LEVEL PLAN
A
B
1:200 0 5 10 15 20m
GRAPHIC SCALE(S)
GENERAL NOTES
KEY PLAN
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
UP
MECHANICAL
WORKSHOP
FUEL OIL
OVERFLOW
TANK
DAY TANK
DAY TANK
DAY TANK
VESTIBULE
RISER
ROOM
STORAGE
CONTROL
COMM
SCADA
OFFICE
OFFICE
CORRIDOR
VESTIBULE
TOILET
TOILET
101A101B 116B
116A
102A
104A 105A 106A
107A
108A
109A
110A
111A111A
122A
121A
122A
120A
119A
118A
113A
112A
117A117B
117C
117D
123A
S100NS100N
S100N
S100N
S100N
C250R1
S100N
S150N
S150N
S150N
S150N S150N
S150N
C250S100C300R3
C300R3
C300S100
C300R3
C300R3
C300R3
C250R1
C300S100
C300R3
C300R3
C300R3
C300R3
C300S100
C300R3
46002600
C300S100
W1
W1
W1
113B
TYP.
2 2
TYP.
TYP.
C
C300S100
C300S100
113C
A B D
ENGINE
HALL
117F
117E
E
C300
1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF
CONCRETE, FACE OF EXISTING WALL, AND TO CENTER LINE OF COLUMNS,
EXCLUSIVE OF INTERIOR WALLS.
2. ALL INTERIOR DIMENSIONS ARE TO FACE OF PARTITION ASSEMBLY AS DEFINED
BY THE PARTITION SCHEDULE AND ARE EXCLUSIVE OF ANY APPLIED FINISH.
3. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF EQUIPMENT
/ SHELVING / CASEWORK.
4. ANY CONFLICTING INFORMATION BETWEEN THE ARCHITECTURAL DRAWINGS
AND OTHER DRAWINGS OR SPECIFICATIONS IN THIS SET SHALL BE NOTED IN
WRITING TO THE ARCHITECT FOR REVIEW AND MUST BE CLARIFIED PRIOR TO
COMMENCING THE CONSTRUCTION IN QUESTION.
5. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD
PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,
DOOR STOPS AND OTHER EQUIPMENT.
6. VERIFY AND COORDINATE PENETRATIONS THROUGH FOUNDATION, FLOOR
SLAB, ROOF ASSEMBLIES, AND PARTITIONS WITH APPROPRIATE ENGINEERING
DRAWINGS.
7. VERIFY AND COORDINATE FINISH FLOOR ELEVATIONS WITH CIVIL AND
STRUCTURAL PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ARCHITECT IN
WRITING BEFORE CONSTRUCTION OF ANY CONFLICTS.
8. REFER TO SHEET AE601 FOR DOOR SCHEDULE.
PARTITION TYPES
TAG SYMBOL TYPE DESCRIPTION
S100N
S150N
100 STL STUDS WITH 13 GWB (EACH SIDE) AND 89 SOUND ATTENUATION BLANKETS
150 STL STUDS WITH 13 GWB (EACH SIDE) AND 89 SOUND ATTENUATION BLANKETS
SN
- STL STUD
- INSULATED
CS
- CONCRETE
- STL STUD
ENCLOSURE
- INSULATED
C250S100
C300S100
250 CONCRETE (3 HR RATING), 100 STL STUDS @ 400 OC WITH 13 GWB (ONE SIDE) AND 89 SOUND
ATTENUATION BLANKETS
300 CONCRETE (3 HR RATING), 100 STL STUDS @ 400 OC WITH 13 GWB (ONE SIDE) AND 89 SOUND
ATTENUATION BLANKETS
GENERAL PARTITION NOTES:
1. METAL STUD GAUGE AND SPACING TO BE DETERMINED BY METAL STUD MANUFACTURER GUIDELINES AND TEST REPORTS IN ORDER TO MEET THE FOLLOWING PERFORMANCE REQUIREMENTS FOR HORIZONTAL DEFLECTION, UON IN THE SPECIFICATIONS.
A. TYPICAL PARTITION STUD GAUGE SHALL BE DESIGNED TO AN L/120 DEFLECTION OR LESS AS REQUIRED BY CODE, UON.
2. PARTITION DIMENSIONING AND PARTITION TYPE DESIGNATIONS ARE INDEPENDENT OF APPLIED FINISHES. REFER TO FINISH SCHEDULE FOR
INFORMATION REGARDING APPLIED FINISHES.
3. ALL PARTITIONS TO RUN FROM FINISH FLOOR TO UNDERSIDE OF DECK, UON.
4. PROVIDE WATER RESISTANT GWB FULL LENGTH OF TOILET / URINAL WALLS AND WITHIN 2 FEET HORIZONTALLY AND 4 FEET VERTICALLY OF SINKS, LAVATORIES AND JANITORS CLOSETS AND ARE NOT SCHEDULED TO RECEIVE TILE.
5. REFER TO LIFE SAFETY PLAN FOR LOCATIONS OF WALLS WITH HOURLY RATINGS.
6. INSTALL ALL FIRE RATED WALL ASSEMBLIES IN STRICT ACCORDANCE WITH APPLICABLE CODES, ORDINANCE, OR LAWS AND UL DESIGN.
7. ALL PENETRATIONS IN RATED WALL ASSEMBLIES SHALL BE BY UL APPROVED FIRE RATED ASSEMBLIES.
8. ALL FIRE RATED AND SMOKE BARRIER PARTITIONS SHALL BE LABELED ABOVE CEILING WITH 2" TALL (MIN) LETTERS AT NOT MORE THAN 8'-0" OC.
AN EXAMPLE LABEL IS AS FOLLOWS: "ONE HOUR FIRE PARTITION"
C250 250 CONCRETE
C
- CONCRETE
C250R3
C300R3
250 CONCRETE, 3 HR RATING
300 CONCRETE, 3 HR RATING
CR
- CONCRETE
- RATED
C300 300 CONCRETE
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/1 /2
:3
:5
P
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE102
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
P A
R T
IA
L
G R
O U
N D
F
LO
O R
P
LA
N
A
RAM
14124451
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
1 : 100A1
GROUND LEVEL - PARTIAL A
A
B
1:100 0 9 10m87654321
GRAPHIC SCALE(S)
GENERAL NOTES
KEY PLAN
SEE SHEET AE103
# KEY NOTES
1 METAL GRATING OVER UTILITY TRENCH
2 DEF STORAGE TANK. SEE MECHANICAL.
3 DEF PUMP. SEE MECHANICAL.
4 FUEL OIL COMPRESSOR PUMP. SEE MECHANICAL.
5 SURGE TANK. SEE MECHANICAL.
6 FUEL FILTER COALESCER. SEE MECHANICAL.
7 WASTE LUBE OIL TANK. SEE MECHANICAL.
9 DIESEL GENERATOR. SEE MECHANICAL.
10 DECENTRALIZED CHILLED WATER SYSTEM. SEE MECHANICAL.
11 DECENTRALIZED COMPRESSED AIR SYSTEM. SEE MECHANICAL.
12 DAY TANK. SEE MECHANICAL.
13 FUEL OIL OVERFLOW TANK. SEE MECHANICAL.
14 FUEL OIL OVERFLOW PUMP. SEE MECHANICAL.
15 EMERGENCY EYEWASH / SHOWER. SEE PLUMBING.
16 PREFINISHED METAL DOWNSPOUT WITH SPLASH BLOCK.
45 EXHAUST STACK. SEE MECHANICAL.
48 PREFINISHED METAL DOWNSPOUT. CONNECT TO UNDERGROUND PIPING. SEE
CIVIL.
51 EXHAUST STACK SUPPORT. SEE STRUCTURAL.
52 STEEL BOLLARD, CONCRETE-FILLED. SEE CIVIL.
53 VENTILATION LOUVER. SEE MECHANICAL.
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
ELECTRICAL
JANITOR
CORRIDOR
VESTIBULE
DAY TANK
DAY TANK
DAY TANK
LUBE OIL
VESTIBULE
101A101B
103A
124A
116B123A
123C 123D
125A
126A
127A
114A
114B114C
C300R3
C300R3
C300R3
C250S100 C250S100
C300R3
S150N
C300R3 C300R3
S150N
C300S100
C300R3
C300R3
S150N S150N
106A105A104A
102A
C300S100
C300S100
C300S100
BATTERY
TYP
TYP
TYP
CA B D
123B
TYP.
ENGINE
HALL
123E
123F
115A
63 63
E
FUEL PUMP
ROOM
128A
C250
C250
C250R2
PARTITION TYPES
TAG SYMBOL TYPE DESCRIPTION
GENERAL PARTITION NOTES:
1. METAL STUD GAUGE AND SPACING TO BE DETERMINED BY METAL STUD MANUFACTURER GUIDELINES AND TEST REPORTS IN ORDER TO MEET THE FOLLOWING PERFORMANCE REQUIREMENTS FOR HORIZONTAL DEFLECTION, UON IN THE SPECIFICATIONS.
A. TYPICAL PARTITION STUD GAUGE SHALL BE DESIGNED TO AN L/120 DEFLECTION OR LESS AS REQUIRED BY CODE, UON.
2. PARTITION DIMENSIONING AND PARTITION TYPE DESIGNATIONS ARE INDEPENDENT OF APPLIED FINISHES. REFER TO FINISH SCHEDULE FOR
INFORMATION REGARDING APPLIED FINISHES.
3. ALL PARTITIONS TO RUN FROM FINISH FLOOR TO UNDERSIDE OF DECK, UON.
4. PROVIDE WATER RESISTANT GWB FULL LENGTH OF TOILET / URINAL WALLS AND WITHIN 2 FEET HORIZONTALLY AND 4 FEET VERTICALLY OF SINKS, LAVATORIES AND JANITORS CLOSETS AND ARE NOT SCHEDULED TO RECEIVE TILE.
5. REFER TO LIFE SAFETY PLAN FOR LOCATIONS OF WALLS WITH HOURLY RATINGS.
6. INSTALL ALL FIRE RATED WALL ASSEMBLIES IN STRICT ACCORDANCE WITH APPLICABLE CODES, ORDINANCE, OR LAWS AND UL DESIGN.
7. ALL PENETRATIONS IN RATED WALL ASSEMBLIES SHALL BE BY UL APPROVED FIRE RATED ASSEMBLIES.
8. ALL FIRE RATED AND SMOKE BARRIER PARTITIONS SHALL BE LABELED ABOVE CEILING WITH 2" TALL (MIN) LETTERS AT NOT MORE THAN 8'-0" OC.
AN EXAMPLE LABEL IS AS FOLLOWS: "ONE HOUR FIRE PARTITION"
S100N
S150N
100 STL STUDS WITH 13 GWB (EACH SIDE) AND 89 SOUND ATTENUATION BLANKETS
150 STL STUDS WITH 13 GWB (EACH SIDE) AND 89 SOUND ATTENUATION BLANKETS
SN
- STL STUD
- INSULATED
CS
- CONCRETE
- STL STUD
ENCLOSURE
- INSULATED
C250S100
C300S100
250 CONCRETE (3 HR RATING), 100 STL STUDS @ 400 OC WITH 13 GWB (ONE SIDE) AND 89 SOUND
ATTENUATION BLANKETS
300 CONCRETE (3 HR RATING), 100 STL STUDS @ 400 OC WITH 13 GWB (ONE SIDE) AND 89 SOUND
ATTENUATION BLANKETS
C250 250 CONCRETE
C
- CONCRETE
C250R3
C300R3
250 CONCRETE, 3 HR RATING
300 CONCRETE, 3 HR RATING
CR
- CONCRETE
- RATED
C300 300 CONCRETE
1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF
CONCRETE, FACE OF EXISTING WALL, AND TO CENTER LINE OF COLUMNS,
EXCLUSIVE OF INTERIOR WALLS.
2. ALL INTERIOR DIMENSIONS ARE TO FACE OF PARTITION ASSEMBLY AS DEFINED
BY THE PARTITION SCHEDULE AND ARE EXCLUSIVE OF ANY APPLIED FINISH.
3. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF EQUIPMENT
/ SHELVING / CASEWORK.
4. ANY CONFLICTING INFORMATION BETWEEN THE ARCHITECTURAL DRAWINGS
AND OTHER DRAWINGS OR SPECIFICATIONS IN THIS SET SHALL BE NOTED IN
WRITING TO THE ARCHITECT FOR REVIEW AND MUST BE CLARIFIED PRIOR TO
COMMENCING THE CONSTRUCTION IN QUESTION.
5. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD
PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,
DOOR STOPS AND OTHER EQUIPMENT.
6. VERIFY AND COORDINATE PENETRATIONS THROUGH FOUNDATION, FLOOR
SLAB, ROOF ASSEMBLIES, AND PARTITIONS WITH APPROPRIATE ENGINEERING
DRAWINGS.
7. VERIFY AND COORDINATE FINISH FLOOR ELEVATIONS WITH CIVIL AND
STRUCTURAL PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ARCHITECT IN
WRITING BEFORE CONSTRUCTION OF ANY CONFLICTS.
8. REFER TO SHEET AE601 FOR DOOR SCHEDULE.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/1 /2
:3
:5
P
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE103
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
P A
R T
IA
L
G R
O U
N D
F
LO
O R
P
LA
N
B
RAM
14124452
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
1 : 100A1
GROUND LEVEL - PARTIAL B
SEE SHEET AE102
1:100 0 9 10m87654321
GRAPHIC SCALE(S)
GENERAL NOTES
KEY PLAN
# KEY NOTES
A
B
1 METAL GRATING OVER UTILITY TRENCH
8 ELECTRICAL PANEL. SEE ELECTRICAL.
12 FUEL OIL DAY TANK. SEE MECHANICAL.
13 FUEL OIL OVERFLOW TANK. SEE MECHANICAL.
14 FUEL OIL OVERFLOW PUMP. SEE MECHANICAL.
15 EMERGENCY EYEWASH / SHOWER. SEE PLUMBING.
16 PREFINISHED METAL DOWNSPOUT WITH SPLASH BLOCK.
27 SWITCHGEAR. SEE ELECTRICAL.
45 EXHAUST STACK. SEE MECHANICAL.
46 LUBE OIL TANK. SEE MECHANICAL.
47 LUBE OIL PUMP. SEE MECHANICAL.
48 PREFINISHED METAL DOWNSPOUT. CONNECT TO UNDERGROUND PIPING. SEE
CIVIL.
51 EXHAUST STACK SUPPORT. SEE STRUCTURAL.
52 PREFINISHED METAL STAIR WITH METAL GRATING TREADS.
53 VENTILATION LOUVER. SEE MECHANICAL.
54 ELECTRIC WATER COOLER. SEE PLUMBING.
55 STEEL BOLLARD, CONCRETE-FILLED. SEE CIVIL.
61 TRANSFORMER. SEE ELECTRICAL.
62 CONCRETE EQUIPMENT PAD. SEE STRUCTURAL.
63 CONCRETE CONTAINMENT DIKE. SEE STRUCTURAL.
64 METAL LOUVER OVER CONTAINMENT DIKE
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
1. PLAN DIMENSIONS SHOWN ARE TO FACE OF FRAMING MEMBERS, FACE OF
CONCRETE, FACE OF EXISTING WALL, AND TO CENTER LINE OF COLUMNS,
EXCLUSIVE OF INTERIOR WALLS.
2. ALL INTERIOR DIMENSIONS ARE TO FACE OF PARTITION ASSEMBLY AS DEFINED
BY THE PARTITION SCHEDULE AND ARE EXCLUSIVE OF ANY APPLIED FINISH.
3. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF EQUIPMENT
/ SHELVING / CASEWORK.
4. ANY CONFLICTING INFORMATION BETWEEN THE ARCHITECTURAL DRAWINGS
AND OTHER DRAWINGS OR SPECIFICATIONS IN THIS SET SHALL BE NOTED IN
WRITING TO THE ARCHITECT FOR REVIEW AND MUST BE CLARIFIED PRIOR TO
COMMENCING THE CONSTRUCTION IN QUESTION.
5. PROVIDE FIRE RETARDANT TREATED WOOD BLOCKING IN METAL STUD
PARTITIONS FOR MOUNTING FIXTURES, MILLWORK, SHELVING, HARDWARE,
DOOR STOPS AND OTHER EQUIPMENT.
6. VERIFY AND COORDINATE PENETRATIONS THROUGH FOUNDATION, FLOOR
SLAB, ROOF ASSEMBLIES, AND PARTITIONS WITH APPROPRIATE ENGINEERING
DRAWINGS.
7. VERIFY AND COORDINATE FINISH FLOOR ELEVATIONS WITH CIVIL AND
STRUCTURAL PRIOR TO COMMENCING CONSTRUCTION. NOTIFY ARCHITECT IN
WRITING BEFORE CONSTRUCTION OF ANY CONFLICTS.
8. REFER TO SHEET AE601 FOR DOOR SCHEDULE.
AE201
A1
AE201
B1
AE201
D1
AE201
B3
A1
AE301
A1
AE301
C1
AE301
______________ C1
AE301
OPEN TO ENGINE
HALL BELOW
OPEN TO ENGINE
HALL BELOW
201A
201B
A B D
TYP
AE202
A1
AE202
B3
AE202
B1
AE202
D1
O P
E N
IN
G
OPENING
10100+/- 60
- 3
O P
E N
IN
G
O P
E N
IN
G
O P
E N
IN
G
O P
E N
IN
G
O P
E N
IN
G
E
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/4 /2
:0 :1
A
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE104
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
M E
C H
A N
IC
A
L P
LA
TF
O R
M L
E V
E L
P
LA
N
RAM
14124453
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
1:100 0 9 10m87654321
GRAPHIC SCALE(S)
GENERAL NOTES
KEY PLAN
# KEY NOTES
A
B
12 FUEL OIL DAY TANK. SEE MECHANICAL.
13 FUEL OIL OVERFLOW TANK. SEE MECHANICAL.
14 FUEL OIL OVERFLOW PUMP. SEE MECHANICAL.
17 PREFINISHED METAL GUTTER.
21 PVC ROOFING MEMBRANE
40 MECHANICAL MAINTENANCE PLATFORM. SEE STRUCTURAL.
41 AIR HANDLER UNIT. SEE MECHANICAL.
42 METAL GRATING ROOF ACCESS PLATFORM (DASHED IF ABOVE). COORDINATE
WITH STRUCTURAL.
43 REMOVABLE PREFINISHED METAL GUARD RAIL
44 CHILLER UNIT. SEE MECHANICAL.
45 EXHAUST STACK SUPPORT. SEE STRUCTURAL.
46 LUBE OIL TANK. SEE MECHANICAL.
47 LUBE OIL PUMP. SEE MECHANICAL.
62 METAL ROOF ACCESS LADDER
1 : 200
MECHANICAL PLATFORM LEVEL PLAN
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
M M
M
AE201
A1
AE201
B1
AE201
D1
A1
AE301
A1
AE301
15:300
15:300
C1
AE301
______________ C1
AE301
C
A B D
AE202
A1
AE202
B1
AE202
D1
E
1. COORDINATE WITH MECHANICAL AND PLUMBING DRAWINGS FOR LOCATION
OF ROOF PENETRATIONS THAT MAY NOT BE SHOWN ON THIS DRAWING.
2. REFER TO SHEET AE501 FOR ROOF DETAILS.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/4 /2
:0 :1
A
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE105
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
R O
O F
P
LA
N
RAM
14124454
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
1 : 200
ROOF PLAN
1:200
0 5 10 15 20m
GRAPHIC SCALE(S)
GENERAL NOTES
KEY PLAN
# KEY NOTES
A
B
17 PREFINISHED METAL GUTTER
21 PVC ROOFING MEMBRANE
40 MECHANICAL MAINTENANCE PLATFORM. SEE STRUCTURAL.
41 AIR HANDLER UNIT. SEE MECHANICAL.
43 REMOVABLE PREFINISHED METAL GUARD RAIL, 1070 mm H MIN.
45 EXHAUST STACK SUPPORT. SEE STRUCTURAL.
49 PREFINISHED METAL GUARDRAIL, 1070 mm H MIN.
51 EXHAUST STACK. SEE MECHANICAL.
58 GRAVITY VENTILATOR. SEE MECHANICAL.
61 VENT THROUGH ROOF. SEE PLUMBING.
63 METAL ROOF HATCH
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
A1
AE301
A1
AE301
MECHANICAL
RISER
ROOM
ELECTRICAL
STORAGE
COMM
SCADA
OFFICE
OFFICE
VESTIBULE
CONTROL
JANITOR
CORRIDOR
VESTIBULE
TOILET
DAY TANK
DAY TANK
DAY TANK
LUBE OIL
TOILET
DAY TANK
DAY TANK
DAY TANK
FUEL OIL
OVERFLOW
TANK
WORKSHOP
2750 2750
EXP
EXP
EXP
EXP
EXP
EXP
EXP
9250EXP
EXP
EXP
EXP
EXP
EXP
C1
AE301
______________ C1
AE301
C
A B D
E
1. REFER TO SHEET A-001 FOR RCP LEGEND
2. HVAC & LIGHTING FIXTURES SHOWN ARE FOR GRAPHICAL PURPOSES
ONLY. GC TO REFER TO PME DRAWINGS AND SPRINKLER PIPING SHOP
DRAWINGS AND SHOULD NOTIFY ARCHITECT IMMEDIATELY OF ANY
CONFLICTS OR DISCREPANCIES.
3. GENERAL CONTRACTOR TO COORDINATE ALL SOFFIT/ BULKHEAD
FRAMING WITH FINAL LIGHTING FIXTURES & HVAC DIFFUSER LOCATIONS.
4. GENERAL CONTRACTOR TO FIELD VERIFY CEILING HEIGHTS SHOWN ON
RCP DRAWINGS PRIOR TO INSTALLATION OF ALL MECHANICAL
DUCTWORK, SPRINKLER PIPING, ELECTRICAL EQUIPMENT, CONDUITS,
ETC. ARCHITECT TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.
5. GENERAL CONTRACTOR TO INSTALL WIRE HANGERS @ ALL CORNERS OF
LIGHT FIXTURES, REGISTERS, & GRILLES.
6. REFER TO INTERIOR & EXTERIOR SECTIONS FOR ADDITIONAL CEILING
DETAILS NOT NOTED ON THIS SHEET.
7. ALL RECESSED LIGHTING SHALL BE CENTERED WITHIN THE SOFFIT
DIMENSIONS, UON.
8. WHERE ACT IS LOCATED, ALL FIXTURES INCLUDING BUT NOT LIMITED TO
MOTION DETECTORS, FIRE ALARM DEVICES, & SPRINKLER HEADS, ARE TO
BE LOCATED IN THE CENTER OF THE TILE.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/4 /2
:0 :1
A
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE111
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
G R
O U
N D
L E
V E
L R
E F
LE
C
TE
D
C E
IL
IN
G P
LA
N
RAM
14124455
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
1 : 200
GROUND LEVEL REFLECTED CEILING PLAN
1:200 0 5 10 15 20m
GRAPHIC SCALE(S)
GENERAL NOTES
KEY PLAN
# KEY NOTES
A
B
47 9.5-TON BRIDGE CRANE.
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
1. REFER TO SHEET AE202 FOR CONCRETE REVEAL LOCATIONS. REFER TO
SHEET AE502 FOR DETAIL. COORDINATE WITH STRUCTURAL.
2. REFER TO SHEET AE601 FOR WINDOW, LOUVER AND DOOR ELEVATIONS.
3. REFER TO AND COORDINATE WITH CIVIL AND LANDSCAPING DRAWINGS
FOR ALL FINISHED GRADES.
C1
AE301
C1
AE301
30 3023 30 3019
TYP.
12345678910111213
434343434943 41 41 41 41 41 41
BEYOND
BEYOND
BEYOND
52 52
L2
13300 620011100 80008500 10500 7900
54TYP.
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
48 48 48 48 48 48 48 48
58 58 58
63 49 49
A1
AE301
A1
AE301
TYP.
30 3032
CA B D
43 41
54 TYP.
L3 L3
63 49
E
A1
AE301
A1
AE301
TYP.
C ABD
44 44
41 43
L1
54 TYP.
L3 L3
8249825063
E
C1
AE301
C1
AE301
TYP.
30 24242424
1 2 3 4 5 6 7 8 9 10 11 12 13
45 45 45 45 45
12000 14260 14000 11850
50 50 50 50 50 50 50 50 50 50
5151515151
5252 60
L4 L4 L4 L4
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
CL OF
DOWNSPOUT
TYP.
BEYOND
16 16 16 16 16
58 58 58 58 58
60 60 60 60 60
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/4 /2
:0 :4
A
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE201
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
E X
TE
R
IO
R
E
LE
V A
T
IO
N S
RAM
14124456
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
1 : 200A1
EAST ELEVATION
1:200 0 5 10 15 20m
GRAPHIC SCALE(S)
GENERAL NOTES
# KEY NOTES
1 : 200B1
SOUTH ELEVATION
1 : 200B3
NORTH ELEVATION
1 : 200D1
WEST ELEVATION
16 PREFINISHED METAL DOWNSPOUT WITH SPLASH BLOCK.
17 PREFINISHED METAL GUTTER.
18 INSULATED COILING OVERHEAD DOOR.
19 ALUMINUM STOREFRONT DOORS AND FRAME.
20 FIXED ALUMINUM WINDOW.
21 PVC ROOFING MEMBRANE
22 DIRECT APPLIED EXTERIOR FINISH SYSTEM (DAEFS), COLOR 1.
23 DIRECT APPLIED EXTERIOR FINISH SYSTEM (DAEFS), COLOR 2.
24 VENTILATION LOUVER. SEE MECHANICAL.
25 WALL-MOUNTED LIGHT FIXTURE. SEE ELECTRICAL.
28 PREFINISHED METAL ROOF EDGE FASCIA/RAKE CLOSURE TRIM.
29 APPROXIMATE FINISH GRADE. SEE CIVIL.
30 INSULATED HOLLOW METAL DOOR AND FRAME.
32 PREFINISHED HORIZONTAL METAL JOINT.
40 MECHANICAL MAINTENANCE PLATFORM. SEE STRUCTURAL.
41 AIR HANDLER UNIT. SEE MECHANICAL.
43 REMOVABLE PREFINISHED METAL GUARD RAIL, 1070 mm H MIN.
44 CHILLER UNIT. SEE MECHANICAL.
45 EXHAUST STACK SUPPORT. SEE STRUCTURAL.
48 PREFINISHED METAL DOWNSPOUT. CONNECT TO UNDERGROUND PIPING. SEE
CIVIL.
49 PREFINISHED METAL GUARDRAIL, 1070 mm H MIN.
50 SELECTIVE CATALYTIC REDUCTION. SEE MECHANICAL.
51 EXHAUST STACK. SEE MECHANICAL.
52 STEEL BOLLARD, CONCRETE-FILLED. SEE CIVIL.
54 CONCRETE REVEAL
56 FDC. SEE FIRE PROTECTION.
57 BACKFLOW PREVENTER TEST HEADER. SEE FIRE PROTECTION.
58 GRAVITY VENTILATOR. SEE MECHANICAL.
59 EXHAUST FAN. SEE MECHANICAL.
60 EVACUATION AIR FILTER INLET WITH WEATHER HOOD. SEE MECHANICAL.
63 METAL ROOF HATCH
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
12345678910111213
60006000 6600
CL OF CHAMFER REVEAL
CL OF CHAMFER REVEAL
CL OF CHAMFER REVEAL
TYP.
FROM REVEAL TO T.O. WALL
41506300 6500 5650 6000 6400 4920 1425520024505200
CL OF CHAMFER REVEALS
CA B D
TYP.
+/- 2300 5500 5700 5500 +/-4000 4994
CL OF CHAMFER
REVEAL
CL OF CHAMFER
REVEAL
CL OF CHAMFER
REVEAL
FROM REVEAL
TO T.O. WALL
CL OF
CHAMFER
REVEALS
E C ABD
CL OF CHAMFER
REVEAL
CL OF CHAMFER
REVEAL
CL OF CHAMFER
REVEAL
FROM REVEAL
TO T.O. WALL
CL OF CHAMFER REVEALS
5000 5000 550057005500+/- 4000
TYP.
E
1 2 3 4 5 6 7 8 9 10 11 12 13
CL OF CHAMFER REVEAL
CL OF CHAMFER REVEAL
CL OF CHAMFER REVEAL
CL OF CHAMFER REVEALS
3750 83003750830037505048 9150 12300, 5050
TYP.
FROM REVEAL TO T.O. WALL
3680 9200
1. MECHANICAL AND ELECTRICAL EQUIPMENT NOT SHOWN FOR CLARITY.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/4 /2
:0 :0
A
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE202
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
C O
N C
R E
TE
R
E V
E A
L E
LE
V
A T
IO
N
S
RAM
14124457
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
1:200 0 5 10 15 20m
GRAPHIC SCALE(S)
GENERAL NOTES
# KEY NOTES
1 : 200A1
EAST ELEVATION
1 : 200B1
SOUTH ELEVATION
1 : 200B3
NORTH ELEVATION
1 : 200D1
WEST ELEVATION
22 DIRECT APPLIED EXTERIOR FINISH SYSTEM (DAEFS), COLOR 1.
23 DIRECT APPLIED EXTERIOR FINISH SYSTEM (DAEFS), COLOR 2.
54 CONCRETE REVEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
GROUND FLOOR
AE311
A2
33 33 33 33
363636363636
26 26
38 44
4537 37
15 15
30 30 30 30 18
3030303030
CRANE HAUNCH
ROOF ACCESS LEVEL
ENGINE HALL
ENGINE HALL
BEYOND BEYOND BEYOND BEYOND
4949 49 63 58585858585858 58
GROUND FLOOR
B.O. ROOF DECK - HIGH
B.O. ENGINE HALL ROOF DECK - HIGH
13150
A1
AE301
A1
AE301
AE311
A1
AE311
A4
MECHANICAL
1811915
35 1
40 42 43
33 33
ROOF ACCESS LEVEL
ROOF ACCESS
ENGINE HALL
GROUND FLOOR .
BEYOND
1. REFER TO SHEET AE202 FOR CONCRETE REVEAL LOCATIONS. REFER TO
SHEET AE502 FOR DETAIL. COORDINATE WITH STRUCTURAL.
2. REFER TO SHEET AE601 FOR WINDOW, LOUVER AND DOOR ELEVATIONS.
3. REFER TO AND COORDINATE WITH CIVIL AND LANDSCAPING DRAWINGS
FOR ALL FINISHED GRADES.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/4 /2
:0 :1
A
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE301
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
B U
IL
D
IN
G
S E
C T
IO
N
S
RAM
14124458
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
1 : 100A1
SECTION - NORTH-SOUTH
1 : 100C1
SECTION - EAST-WEST
1:100 0 9 10m87654321
GRAPHIC SCALE(S)
GENERAL NOTES# KEY NOTES
1 METAL GRATING OVER UTILITY TRENCH
2 DEF STORAGE TANK. SEE MECHANICAL.
9 DIESEL GENERATOR. SEE MECHANICAL.
11 DECENTRALIZED COMPRESSED AIR SYSTEM. SEE MECHANICAL.
15 EMERGENCY EYEWASH / SHOWER. SEE PLUMBING.
16 PREFINISHED METAL DOWNSPOUT.
17 PREFINISHED METAL GUTTER.
18 INSULATED COILING OVERHEAD DOOR.
26 CRANE CLEAR ZONE (APPROX. 35,585 L x 20,600 W x 1980 H).
30 INSULATED HOLLOW METAL DOOR AND FRAME.
33 BUILDING FOUNDATION. SEE STRUCTURAL.
35 CONCRETE FLOOR SLAB. SEE STRUCTURAL.
36 CONCRETE COLUMN. SEE STRUCTURAL.
37 CONCRETE HAUNCH. SEE STRUCTURAL.
38 ROOF TRUSS, TYPICAL. SEE STRUCTURAL.
40 MECHANICAL MAINTENANCE PLATFORM. SEE STRUCTURAL.
41 AIR HANDLER UNIT. SEE MECHANICAL.
42 METAL GRATING ROOF ACCESS PLATFORM (DASHED IF ABOVE).
43 REMOVABLE PREFINISHED METAL GUARD RAIL, 1070 mm H MIN.
44 ROOF ASSEMBLY: PVC ROOFING MEMBRANE, COVER BOARD, RIGID INSULATION
(R-25), AIR BARRIER, CONCRETE SLAB ON METAL ROOF DECK.
45 EXTERIOR WALL ASSEMBLY: DIRECT APPLIED EXTERIOR FINISH SYSTEM
(DAEFS) WITH WATER RESISTIVE MEMBRANE & AIR BARRIER (PAREX USA OR
EQUAL) ON CONCRETE WALL.
47 EXHAUST STACK WITH STRUCTURAL SUPPORT SYSTEM
48 PREFINISHED METAL DOWNSPOUT. CONNECT TO UNDERGROUND PIPING. SEE
CIVIL.
49 PREFINISHED METAL GUARDRAIL, 1070 mm H MIN.
52 PREFINISHED METAL STAIR WITH METAL GRATING TREADS.
58 GRAVITY VENTILATOR. SEE MECHANICAL.
63 METAL ROOF HATCH
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
1. REFER TO SHEET AE202 FOR CONCRETE REVEAL LOCATIONS. REFER TO
SHEET AE502 FOR DETAIL. COORDINATE WITH STRUCTURAL.
2. REFER TO SHEET AE601 FOR WINDOW, LOUVER AND DOOR ELEVATIONS.
3. REFER TO AND COORDINATE WITH CIVIL AND LANDSCAPING DRAWINGS
FOR ALL FINISHED GRADES.
GROUND FLOOR
PAVING. SEE CIVIL.
VAPOR RETARDER.
TURN DOWN
TO TOP OF FOOTING.
CONCRETE FLOOR SLAB.
SEE STRUCTURAL.
POROUS FILL. SEE
STRUCTURAL.
CONCRETE FOUNDATION.
SEE STRUCTURAL.
PREFINISHED
METAL DOWNSPOUT,
BEYOND, TYPICAL
OVERHEAD COILING DOOR
CONCRETE WALL,
SEE STRUCTURAL.
METAL ROOF TRUSS,
SEE STRUCTURAL.
CONCRETE SLAB ON STEEL
DECK, SEE STRUCTURAL.
13 mm HIGH DENSITY
COVER BOARD, TYP
PREFABRICATED
SPLASH BLOCK BEYOND
BELOW GRADE
WATERPROOFING,
TYPICAL
D
PVC ROOF
MEMBRANE, TYP
VAPOR RETARDER
(AIR BARRIER)
115 mm RIGID INSULATION
PREFINISHED MTL
GUTTER AND
DOWNSPOUT
450DIRECT APPLIED
EXTERIOR FINISH
SYSTEM (DAEFS) WITH
WATER RESISTIVE
MEMBRANE / AIR
BARRIER (PAREX USA OR
EQUAL) ON CONCRETE
E
GROUND FLOOR
CRANE HAUNCH
MTL ROOF TRUSS,
SEE STRUCTURAL.
A
13 mm HIGH DENSITY
COVER BOARD, TYP
VAPOR RETARDER
CONCRETE SLAB,
SEE STRUCTURAL.
13 mm PRE-FORMED
JOINT FILLER
PAVING. SEE CIVIL.
CONCRETE FOOTING,
SEE STRUCTURAL.
CONCRETE WALL,
SEE STRUCTURAL.
BLDG WRAP MEMBRANE
(AIR BARRIER)
DOWNSPOUT CONNECTION,
T.O. APPROX. 300 mm ABOVE
FIN. GRADE
EXHAUST STACK
SUPPORT. SEE
STRUCTURAL.
SELECTIVE
CATALYTIC
REDUCTION. SEE
MECHANICAL.
CONCRETE
CRANE
HAUNCH. SEE
STRUCTURAL.
BELOW GRADE
WATERPROOFING,
TYPICAL
CONCRETE WALL,
SEE STRUCTURAL.
CONCRETE SLAB ON STEEL
DECK, SEE STRUCTURAL.
PVC ROOF MEMBRANE, TYP
VAPOR RETARDER
(AIR BARRIER)
115 mm RIGID INSULATION
PREFINISHED MTL GUTTER
AND DOWNSPOUT
METAL WEEP SCREED
CONCRETE-FILLED STEEL
BOLLARDS, TYPICAL. SEE
CIVIL.
DIRECT APPLIED EXTERIOR
FINISH SYSTEM (DAEFS) WITH
WATER RESISTIVE MEMBRANE /
AIR BARRIER (PAREX USA OR
EQUAL) ON CONCRETE
DIRECT APPLIED EXTERIOR
FINISH SYSTEM (DAEFS) WITH
WATER RESISTIVE MEMBRANE /
AIR BARRIER (PAREX USA OR
EQUAL) ON CONCRETE
GROUND FLOOR
APPROXIMATE FINISH
GRADE. SEE CIVIL.
VAPOR RETARDER. TURN
DOWN TO TOP OF FOOTING.
CONCRETE FLOOR SLAB.
SEE STRUCTURAL.
POROUS FILL. SEE
STRUCTURAL.
CONCRETE FOUNDATION.
SEE STRUCTURAL.
CONCRETE WALL,
SEE STRUCTURAL.
13mm HIGH DENSITY
COVER BOARD, TYP
BELOW GRADE
WATERPROOFING,
TYPICAL
CONTINUOUS BENT
PLATE, SEE
STRUCTURAL.
CONCRETE WALL,
SEE STRUCTURAL.
CONCRETE SLAB
ON STEEL DECK,
SEE STRUCTURAL.
PVC ROOF
MEMBRANE, TYP
VAPOR RETARDER
(AIR BARRIER)
115 mm RIGID INSULATION
METAL FASCIA COVER
WITH DRIP EDGE
SEALANT AT ALL
METAL COVER EDGES
CONCRETE WALL,
SEE STRUCTURAL.
METAL WEEP SCREED
DIRECT APPLIED
EXTERIOR FINISH
SYSTEM (DAEFS) WITH
WATER RESISTIVE
MEMBRANE / AIR
BARRIER (PAREX USA OR
EQUAL) ON CONCRETE
DIRECT APPLIED
EXTERIOR FINISH
SYSTEM (DAEFS) WITH
WATER RESISTIVE
MEMBRANE / AIR
BARRIER (PAREX USA OR
EQUAL) ON CONCRETE
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/4 /2
:0 :1
A
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE311
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
W A
LL
S
E C
T
IO
N S
RAM
14124459
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
1:25 0 0.5 2.5m1 1.5 2
GRAPHIC SCALE(S)
GENERAL NOTES
# KEY NOTES
1 : 25A1
WALL SECTION
1 : 25A4
WALL SECTION
1 : 25A2
WALL SECTION
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
JANITOR
CORRIDOR
TOILET
TOILET
CONTROL
S150N
S150N S150N
S150N
C250S100
S150N C250S100
C300S100
C300R3
C300R3
104A
102A
103A
105A 106A
G
F
E
HA
B
C
DD
C
B
A
H
G
F
E
J
AE401
C1
AE401
A3
D1
D2
C2 B3D3
C3
AE401
B2
A2
A2
C300S100
C300S100
GROUND FLOOR
F
H
E
G
A
B
PORCELAIN WALL TILE.
SEE SHEET AF601 FOR
TILE LAYOUT.
GROUND FLOOR
A B C
PORCELAIN WALL TILE.
SEE SHEET AF601 FOR
TILE LAYOUT.
GROUND FLOOR
D
PAINTED GYPSUM
WALLBOARD
GROUND FLOOR
9 84
E H
F
G
PORCELAIN WALL TILE.
SEE SHEET AF601 FOR
TILE LAYOUT.
GROUND FLOOR
J
STAINLESS STEEL
MOP GUARD
GROUND FLOOR
J
STAINLESS STEEL
MOP GUARD
GROUND FLOOR
M A
X
A
B
F
E
G H
GROUND FLOOR
G
F
E
H
1041PORCELAIN WALL TILE.
SEE SHEET AF601 FOR
TILE LAYOUT.
GROUND FLOOR
D
GROUND FLOOR
M A
X
M A
X
C B A
PORCELAIN WALL TILE.
SEE SHEET AF601 FOR
TILE LAYOUT.
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/4 /2
:1 :0
A
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE401
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
E N
LA
R
G E
D P
LA
N
, E
LE
V A
TI
O
N S
T
O
IL
E T
A C
C E
S S
O R
Y S
C H
E D
U
LE
RAM
14124460
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
1:50 0 2 4 5m1 30.5
GRAPHIC SCALE(S)
GENERAL NOTES
1 : 50A1
ENLARGED PLAN
1 : 50C1
TOILET 104
1 : 50D1
TOILET 104
1 : 50D2
TOILET 104
1 : 50C2
TOILET 104
1 : 50B2
JANITOR 103
1 : 50A2
JANITOR 103
1 : 50A3
TOILET 105
1 : 50B3
TOILET 105
1 : 50C3
TOILET 105
1 : 50D3
TOILET 105
MARK DESCRIPTION MANUF / MODEL MOUNTING HT NOTES
A MIRROR UNIT, 610 X 914 BOBRICK B-2908 BOTTOM EDGE OF REFLECTIVE SURFACE TO BE 1016 (MAX) A.F.F. 2, 4
B SOAP DISPENSER, WALL-MOUNTED BOBRICK B-2111 CENTER OF DISPENSER CONTROL TO BE 1118 (MAX) A.F.F. 1
C RECESSED COMBINATION PAPER TOWEL DISPENSER/
WASTE RECEPTACLE
BOBRICK B-3803 TOP OF DISPENSER SLOT TO BE 1220 (MAX) A.F.F. 1
D COAT HOOK WITH BUMPER BOBRICK B-212 CENTER OF HOOK TO BE AT 1220 (MAX) A.F.F. 1
E STRAIGHT GRAB BAR BOBRICK B-6806.99 x 42 CENTER 838-915 A.F.F., ANCHOR END 305 FROM BACK WALL 2, 5
F STRAIGHT GRAB BAR BOBRICK B-6806.99 x 18 INSTALLED VERTICALLY, ANCHOR BOTTOM 1041 A.F.F. 2, 5
G SURFACE-MOUNTED TOILET TISSUE DISPENSER BOBRICK B-6867 CENTER OF DISPENSER TO BE 457 A.F.F. 1, 3
H STRAIGHT GRAB BAR BOBRICK B-6806.99 x 36 CENTER 838-915 A.F.F., ANCHOR END 152 FROM SIDE WALL 2, 5
J SHELF WITH MOP & BROOM HOLDERS AND RAG
HOLDERS
BOBRICK B-224 TOP OF SHELF TO BE 1676 (MAX) A.F.F. 1
TOILET ACCESSORY SCHEDULE
A. FIXTURE AND ACCESSORY DIMENSIONS ARE FROM FACE OF FINISH, UON.
B. MANUFACTURER(S) / MODEL(S) IDENTIFIED IN ACCESSORY SCHEDULE &
KEY NOTES ON THIS SHEET ARE TO BE CONSIDERED BASIS-OF-DESIGN
TO ESTABLISH DESIGN INTENT, QUALITY, TYPE, FEATURES AND OTHER
SALIENT PROPERTIES. THE LISTINGS ARE NOT INTENDED TO LIMIT THE
SELECTION OF EQUIVALENT PRODUCTS BY OTHER MANUFACTURERS.
C. REFER TO FINISH SCHEDULE SHEET AF601 FOR FINISH MATERIAL
INFORMATION AND COLORS NOT REFERENCED ON THIS SHEET.
D. ALL ACCESSORIES WITH TUMBLER LOCK(S) TO BE KEYED THE SAME.
TOILET ACCESSORY SCHEDULE NOTES
1. CONCEALED FASTENERS
2. MIRROR UNIT TO HAVE STAINLESS STEEL ANGLE FRAME HANGING
SYSTEM, 6mm FLOAT GLASS, AND GUARANTEED FOR 15 YEARS AGAINST
SILVER SPOILAGE. CENTER MIRROR UNIT OVER SINK BASIN.
3. HEAVY DUTY CAST ALUMINUM BODY WITH SATIN FINISH AND SPINDLES OF
HIGH IMPACT ABS WITH RETRACTABLE PINS AND CONCEALED LOCKING
MECHANISM.
4. ALL WELDED CONSTRUCTION.
5. GRAB BAR TO BE 32mm DIAMETER WITH PEENED GRIPPING SURFACE.
PAINTED GYPSUM
WALLBOARD
PORCELAIN WALL TILE.
SEE SHEET AF601 FOR
TILE LAYOUT.
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
B
UP
UP
A1
AE403
B
T
R E
A D
S
E A
0 18
B C
B
A1
AE403
201B
UP
UP
T
R E
A D
S
E A
0 130
B C
B
UP
A3
AE403
1150 200 1150
T
R E
A D
S
E A
B
201A
A3
AE403
UP
UP
T
R E
A D
S
E A
1150 200 1150
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/4 /2
:1 :0
A
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE402
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
S
TA
IR
P
LA
N
S
RAM
14124461
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
1 : 50A1
NORTH INTERIOR STAIR PLAN - GROUND LEVEL
1 : 50C1
NORTH INTERIOR STAIR PLAN - MID-LEVEL
1 : 50A2
SOUTH INTERIOR STAIR PLAN - GROUND LEVEL
1 : 50C2
SOUTH INTERIOR STAIR PLAN - MID-LEVEL
1:50 0 2 4 5m1 30.5
GRAPHIC SCALE(S)
GENERAL NOTES
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
GROUND FLOOR
ROOF ACCESS LEVEL
MECHANICAL
R
IS
E
R S
E
A
R
IS
E
R S
E
A
R
IS
E
R S
E
A
R
IS
E
R S
E
A
11 TREADS @ 280 EA.
LANDING
LANDING
11 TREADS @ 280 EA.
LANDING
ROOF ACCESS LEVEL
R
IS
E
R S
E
A
R
IS
E
R S
E
A
R
IS
E
R S
E
A
LANDING
11 TREADS @ 280 EA.
LANDING
LANDING
11 TREADS @ 280 EA.
R
IS
E
R S
E
A
ENGINE HALL
GROUND FLOOR .
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/4 /2
:1 :0
A
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE403
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
S
TA
IR
S
E C
TI
O
N S
RAM
14124462
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
DER
1 : 50A1
NORTH INTERIOR STAIR SECTION
1 : 50A3
SOUTH INTERIOR STAIR SECTION
1:50 0 2 4 5m1 30.5
GRAPHIC SCALE(S)
GENERAL NOTES
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
STL. END PLATE
METAL ANGLED
NOSING, TYPICAL
METAL BEARING
BARS, TYPICAL
STL. STRINGER BEYOND
S E
E S
T A
IR
S
E C
T
IO
N S
T Y
P
IC
A L
R
IS
E R
M
IN
M
IN
38mm PTD. STL.
PIPE HANDRAIL, TYP.
WALL MOUNTED HANDRAIL
BRACKETS AT 1200mm O.C.
MAX., EQUALLY SPACED
PLAN AT ENDS
SECTION
PTD. STL. CAP AT
HANDRAIL ENDS
ELEVATION
MIN.
1 1/2" NOM PIPE
GUARDRAIL, CENTER
VERTICAL POSTS ON
STRINGER
STL. CHANNEL LANDING
SUPPORT BEAM
METAL GRATING TREAD,
TYPICAL
T Y
P
IC
A L
4T
Y P
IC
A
L
STL. CHANNEL STRINGER
METAL GRATING LANDING
1 1/2" NOM. PIPE HANDRAIL
W/ 1/2" DIA. SUPPORTS @
EACH VERT. POST
CL
SEE PLANS FOR LANDING DEPTH
6 mm CLOSURE PLATE AT
LANDING BETWEEN STRINGERS
CONT. STEEL ANGLE LANDING
STEEL ANGLES
BETWEEN STRINGERS
STEEL CHANNEL STRINGER
38 mm NOM. PIPE HANDRAIL W/
SUPPORT BRACKETS BEYOND,
RETURN ENDS TO WALL
(WHERE APPLICABLE)
38 mm NOM. PIPE HANDRAIL W/ 12 mm DIA. SUPPORTS @
EACH VERT. POST RETURN
HANDRAIL TO GUARDRAIL
38 mm NOM. PIPE GUARDRAIL
CENTER VERT. POSTS ON STRINGER
STRINGER BEYOND
14090
CL CL CL
SEE PLANS FOR LANDING DEPTHS
T Y
P
IC
A L
M
AX
TYP.
38 mm DIA NOM PTD.
STL. PIPE GUARDRAIL
38 mm PTD. STL.
HANDRAIL WITH 6 mm
DIAMETER SUPPORTS @
EACH VERTICAL POST
CL
CL
T Y
P
IC
A L
4T
Y P
IC
A
L
EQ
U
AL
EQ
U
AL
38 mm DIA NOM PTD.
STL. PIPE, TYPICAL
METAL GRATING TREAD,
TYPICAL
38 mm DIA NOM PTD.
STL. PIPE VERTICAL
POST, CENTER ON
STRINGER, TYPICAL
STL. STRINGER BEYOND
CL
38 mm NOM. PIPERAIL
GUARDRAIL, CENTER VERT.
POSTS ON STRINGER
38 mm NOM. PIPERAIL HANDRAIL W/ 6 mm DIA.
SUPPORTS @ EACH VERT.
POST RETURN HANDRAIL TO
GUARDRAIL
CONC. FLOOR SLAB
STL. CHANNEL STRINGER
METAL GRATING TREAD,
TYPICAL
CLIP ANGLE @ EA
STRINGER SET ON NON-
SHRINK GROUT W/
EXPANSION ANCHOR BOLT
CL
T Y
P
IC
A L
T Y
P
IC
A L
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
DESIGN DIRECTOR
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
A T
L A
N T
IC
N
O R
F O
L K
V
A
AS NOTED
1643338
A T
LA
N
T
IC
D E
S
IG
N A
N D
C O
N S
T R
U C
T
/4 /2
:1 :0
A
M B
IM
/P
E le c tr ic a l P o w e r
P la n t F
D A
/8
P
E le c t P w r
P ln t F
D A
A
.r v t
AE404
P -3
/P
-3 E
L E
C T
R
IC
A L P
O W
E R
P L A
N T
S
TA
IR
D
E
TA
IL
S
RAM
14124463
SEB SEB
JWH/SCN
D
JI
B O
U T
I, D
JI
B
O U
T I
C A
M P
L E
M O
N N
IE
R
RICHARD STEPHENS
RST
1 : 5C5
TYPICAL TREAD DETAIL
1 : 5A5
TYPICAL HANDRAIL DETAIL
1 : 10C1
STAIR @ TOP LANDING
1 : 10A1
STAIR @ INTERMEDIATE LANDINGS
1 : 10C3
STAIR BETWEEN LANDINGS
1 : 10A3
STAIR @ GROUND LEVEL
1:5 0 0.1 0.4 0.5m0.30.2
1:10 0 0.5 1m
GRAPHIC SCALE(S)
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
VAPOR RETARDER
CONCRETE SLAB,
SEE STRUCTURAL.
12 mm PRE-FORMED
JOINT FILLER
GRADE VARIES
BELOW GRADE
WATERPROOFING,
TYPICAL
GROUND LEVEL
CONCRETE WALL,
SEE STRUCTURAL.
CONCRETE FOOTING,
SEE STRUCTURAL.
METAL WEEP SCREED
DIRECT APPLIED EXTERIOR
FINISH SYSTEM (DAEFS) WITH
WATER RESISTIVE MEMBRANE /
AIR BARRIER (PAREX USA OR
EQUAL) ON CONCRETE
MTL ROOF TRUSS,
SEE STRUCTURAL.
A
CONCRETE WALL,
SEE STRUCTURAL.
CONCRETE SLAB ON STEEL
DECK, SEE STRUCTURAL.
PVC ROOF MEMBRANE, TYP
13 mm HIGH DENSITY
COVER BOARD, TYP
VAPOR RETARDER
(AIR BARRIER)
115 mm RIGID INSULATION
PREFINISHED MTL
GUTTER AND
DOWNSPOUT
DIRECT APPLIED
EXTERIOR FINISH SYSTEM
(DAEFS) WITH WATER
RESISTIVE MEMBRANE /
AIR BARRIER (PAREX USA
OR EQUAL) ON CONCRETE
CONCRETE SLAB
ON STEEL DECK,
SEE STRUCTURAL.
C
METAL WEEP SCREED
VAPOR RETARDER
(AIR BARRIER)
MTL ROOF TRUSS,
SEE STRUCTURAL.
CONCRETE WALL,
SEE STRUCTURAL.
PVC ROOFING
MEMBRANE, TYP
13 mm HIGH DENSITY
COVER BOARD, TYP
115 mm RIGID INSULATION
R U
N P
V C
U
W
A
LL
DIRECT APPLIED EXTERIOR
FINISH SYSTEM (DAEFS) WITH
WATER RESISTIVE MEMBRANE /
AIR BARRIER (PAREX USA OR
EQUAL) ON CONCRETE
MTL ROOF TRUSS,
SEE STRUCTURAL.
A
CONCRETE WALL,
SEE STRUCTURAL.
CONCRETE SLAB ON STEEL
DECK, SEE STRUCTURAL.
PVC ROOF MEMBRANE, TYP
13 mm HIGH DENSITY
COVER BOARD, TYP
VAPOR RETARDER
(AIR BARRIER)
115 mm RIGID INSULATION
PREFINISHED MTL
GUTTER AND
DOWNSPOUT
DIRECT APPLIED EXTERIOR
FINISH SYSTEM (DAEFS) WITH
WATER RESISTIVE MEMBRANE /
AIR BARRIER (PAREX USA OR
EQUAL) ON CONCRETE
16 mm GYPSUM WALLBOARD ON 100 mm MTL STUD FRAMING
WITH SOUND ATTENUATION
INSULATION (ROOMS 101, 106,
107, & 108 ONLY)
ACOUSTICAL CEILING
TILE SYSTEM, SEE SHEET
AE111 FOR LOCATIONS.
CONTINUOUS BENT
PLATE, SEE
STRUCTURAL.
CONCRETE WALL,
SEE STRUCTURAL.
CONCRETE SLAB
ON STEEL DECK,
SEE STRUCTURAL.
PVC ROOF MEMBRANE, TYP
VAPOR RETARDER
(AIR BARRIER)
115 mm RIGID INSULATION
SEALANT AT ALL
METAL COVER EDGES
METAL FASCIA COVER
WITH DRIP EDGE
SEALANT AT ALL
METAL COVER EDGES
13mm HIGH DENSITY
COVER BOARD, TYP
DIRECT APPLIED
EXTERIOR FINISH
SYSTEM (DAEFS) WITH
WATER RESISTIVE
MEMBRANE / AIR
BARRIER (PAREX USA
OR EQUAL) ON
CONCRETE
VAPOR RETARDER
CONCRETE SLAB,
SEE STRUCTURAL.
12 mm PRE-FORMED
JOINT FILLER
BELOW GRADE
WATERPROOFING,
TYPICAL
GROUND LEVEL
CONCRETE WALL,
SEE STRUCTURAL.
METAL WEEP SCREED
MTL GRATING
EMBEDDED ANGLE,
SEE STRUCTURAL.
SLOPE DIKE WALL TO
DRAIN INTO PIT
CONCRETE
CONTAINMENT DIKE.
SEE STRUCTURAL.
DIRECT APPLIED EXTERIOR
FINISH SYSTEM (DAEFS) WITH
WATER RESISTIVE MEMBRANE /
AIR BARRIER (PAREX USA OR
EQUAL) ON CONCRETE
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT…
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