Technical Amendment 0003 DWG.pdf
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SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
DRAWFORM REVISION: 25 AUGUST 2020
DE
SI
GN
A
ND
C
ON
ST
RU
CT
IO
N
(D C)
C
OR
E
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
AT
LA
N
TI
C
1008 GRANBY
STREET
NORFOLK, VA 23510
757.224.0489
Approved by Michael Foy, PE, Resident Engineer, MARSOC
9/
/2
5:
:4
PM
W :\2
P1
SO
F Su pp or t F ac ilit y
Ex pa ns io n\ R ev it\
BL
D
P
-1
-I.
rv t
SC
H
ED
U
LE
S
LE
G
EN
D S
I-601
1701821
P-
S
O F
AR
M
O R
Y
FINAL SUBMITTAL
10.08.2024
JDK JDK
SL/RC
DJD
EJA
HPN
12917012
I-6
1. SEE C1/I-201 FOR TYPICAL RESTROOM WALL TILE
ELEVATION.
2. SEE C3/I-201 FOR TYPICAL JANITOR WALL ELEVATION.
3. SEE A3/I-201 FOR TYPICAL WALL ELEVATION AT
CONFERENCE ROOM.
4. FLOOR TILE INSTALLATION TO BE 1/3 OFFSET.
5. CARPET TILE INSTALLATION TO BE VERTICAL ASHLAR
PATTERN.
6. WINDOWS TO RECEIVE SINGLE LAYER ROLLER SHADE
(WS-1). SEE DETAIL D1/I-502.
7. WINDOWS TO RECEIVE DOUBLE LAYER ROLLER SHADE
(WS-1 & WS-2). SEE DETAIL D2/I-502.
ROOM FINISH SCHEDULE
ROOM
FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH NOTESNO. NAME
101 CORRIDOR ETZ-1 ETZ-1 PNT-1, PNT-2 ACT-1
102 3RD BN OFF CPT-1 RB-1 PNT-1, PNT-3 ACT-1 5, 6
103 CONFERENCE CPT-2 RB-1 PNT-1, PNT-4 ACT-1 3, 5
104 2ND BN OFF CPT-1 RB-1 PNT-1, PNT-3 ACT-1 5, 6
105 BREAK ETZ-1 RB-1 PNT-1 ACT-1
106 1ST BN OFF CPT-1 RB-1 PNT-1, PNT-3 ACT-1 5, 6
107 COMM SC-1 RB-1 PNT-1 PNT-5
108 REG OFFICE CPT-1 RB-1 PNT-1, PNT-3 ACT-1 5, 6
109 WOMEN T-1 - T-2, T-3 ACT-1, PNT-5 1, 4
109A SHOWER T-1 - T-2, T-3 ACT-1, PNT-5 1, 4
110 MEN T-1 - T-2, T-3 ACT-1, PNT-5 1, 4
110A SHOWER T-1 - T-2, T-3 ACT-1, PNT-5 1, 4
111 REG KTR CPT-1 RB-1 PNT-1, PNT-3 ACT-1 5, 6
112 CORRIDOR ETZ-1 ETZ-1 PNT-1, PNT-2 ACT-1
113 DUTY CPT-1 RB-1 PNT-1 ACT-1 7
114 JAN T-1 - FRP-1, PNT-1 ACT-1 2, 4
115 SPRINKLER SC-1 RB-1 PNT-1 PNT-5
116 ELECTRICAL SC-1 RB-1 PNT-1 PNT-5
117 BUNK CPT-1 RB-1 PNT-1 ACT-1 7
118 HOT MECH SC-1 RB-1 PNT-1 PNT-5
119 MECHANICAL SC-1 RB-1 PNT-1 PNT-5
120 UNISEX T-1 - T-2, T-3 ACT-1 1, 4
121 UNISEX T-1 - T-2, T-3 ACT-1 1, 4
122 CLEANING SC-1 RB-1 PNT-1 ACT-1
123 1ST MRB HQ CO ARMORY AND MAINTENANCE BAY SC-1 RB-1 PNT-1 ACT-1
124 CORRIDOR SC-1 RB-1 PNT-1 ACT-1
125 2ND MRB HQ CO ARMORY AND MAINTENANCE BAY SC-1 RB-1 PNT-1 ACT-1
126 REGIMENTAL ARMORY SC-1 RB-1 PNT-1 ACT-1
127 CORRIDOR SC-1 RB-1 PNT-1 ACT-1
128 3RD MRB HQ CO ARMORY AND MAINTENANCE BAY SC-1 RB-1 PNT-1 PNT-5
129 CORRIDOR SC-1 RB-1 PNT-1 PNT-5
130 CO CAGE SC-1 RB-1 PNT-1 PNT-5
131 CO CAGE SC-1 RB-1 PNT-1 PNT-5
132 CO CAGE SC-1 RB-1 PNT-1 PNT-5
133 CO CAGE SC-1 RB-1 PNT-1 PNT-5
134 CO CAGE SC-1 RB-1 PNT-1 PNT-5
135 CO CAGE SC-1 RB-1 PNT-1 PNT-5
136 SALLY PORT SC-1 RB-1 PNT-1 ACT-1
137 ELECTRICAL SC-1 RB-1 PNT-1 PNT-5
138 CORRIDOR SC-1 RB-1 PNT-1 PNT-5
139 CO CAGE SC-1 RB-1 PNT-1 PNT-5
140 CO CAGE SC-1 RB-1 PNT-1 PNT-5
141 CO CAGE SC-1 RB-1 PNT-1 PNT-5
142 CO CAGE SC-1 RB-1 PNT-1 PNT-5
143 CO CAGE SC-1 RB-1 PNT-1 PNT-5
144 CO CAGE SC-1 RB-1 PNT-1 PNT-5
145 SALLY PORT SC-1 RB-1 PNT-1 ACT-1
146 COMM SC-1 RB-1 PNT-1 PNT-5
I G
IV
R
FOHT
I
NO
M N
EW
A
OM
L
C
C
A
Cert. 001152
JAMIE D. KISSEL RER
T
IFIED
INTERIOR DES
IG
N E No.
A. FINISHES INDICATED ARE THE APPROVED BASIS OF DESIGN
TO CONVEY COLOR, PATTERN, TEXTURE AND SALIENT
CHARACTERISTICS ONLY. THE LISTING OF MANUFACTURER
INFORMATION IS NOT INTENDED TO LIMIT THE SELECTION OF
PRODUCTS PROVIDED BY OTHER MANUFACTURERS.
PRODUCTS MEETING THESE CRITERIA WILL BE CONSIDERED
AND MUST BE REVIEWED BY THE INTERIOR DESIGNER OF
RECORD (IDOR) AND THE NAVFAC INTERIOR DESIGNER AND
APPROVED BY THE CONTRACTING OFFICER.
B. FINISH ITEMS ARE NOT TO BE SUBSTITUTED DUE TO
ORDERING LEAD TIMES. IT IS THE CONTRACTOR ’S
RESPONSIBILITY TO ORDER ALL MATERIALS IN TIME TO
AVOID DELAYS
C. COORDINATE THERMOSTAT LOCATIONS WITH MECHANICAL
DRAWINGS AND CONSTRUCTION MANAGER. INSTALL
THERMOSTATS NEAR A CORNER OF THE ROOM OR BY LIGHT
SWITCHES. DO NOT INSTALL THERMOSTATS IN THE CENTER
OF A WALL
D. SPRAY PAINT ELECTRICAL PANELS, ACCESS PANELS, AND
EXPANSION JOINTS TO MATCH THE ADJACENT WALL COLOR.
PANELS PAINTED BY BRUSH ARE NOT ACCEPTABLE
E. ALL FLOORING TRANSITIONS MUST MEET ABA GUIDELINES.
FLOORING TRANSITIONS OCCURRING UNDER DOORS MUST
BE CENTERED UNDER DOOR.
F. ALL INTERIOR FINISHES IN VERTICAL EXIT WAYS, EXIT
LOBBIES, AND EXIT CORRIDORS MUST MEET MINIMUM CLASS
A RATING.
G. ROOMS IDENTIFIED TO RECEIVE TILE ON WALLS MUST
INCLUDE METAL TRANSITIONS ON ALL OUTSIDE AND INSIDE
CORNERS AS WELL AS THE INTERSECTION BETWEEN FLOOR
AND WALL TILE WHERE APPLICABLE FOR A COMPLETE
INSTALLATION.
H. INSTALL CORNER GUARDS (CG-1) ON ALL OUTSIDE
CORNERS. INSTALL END WALL PROTECTORS AT OPEN
ENDED WALLS. CORNER GUARDS AND END CAPS MUST BE
FULL HEIGHT AND SHOULD NOT BE USED ON CMU WALLS,
TILED WALLS, OR MANUFACTURED STONE WALLS.
I. ALL AREAS TO RECEIVE RESILIENT BASE (RB-1) WITH THE
EXCEPTION OF AREAS RECEIVING FLOOR TILE OR EPOXY
RESINOUS FLOORING.
J. ALL WALLS TO BE PAINTED (PNT-1) UNLESS OTHERWISE
INDICATED. ALL HOLLOW METAL DOORS AND DOOR FRAMES
TO BE PAINTED (PNT-5). ALL GWB & EXPOSED CEILINGS TO
BE PAINTED (PNT-6).
K. ALL WINDOW SILLS TO BE SOLID SURFACE (SS-2).
L. ALL SHOWER PANS AND SHOWERS WALLS TO BE SOLID
SURFACE (SS-3).
M. ALL TOILET PARTITIONS, LOCKERS & LOCKER ROOM
BENCHES TO BE HDPE FINISH (HDP-1).
N. ALL INTERIOR WOOD DOORS TO BE FINISHED (WD-1).
O. ALL TILE TO RECEIVE GROUT FINISH (GR-1).
P. ALL MATERIALS/PRODUCTS ARE TO BE INSTALLED PER
MANUFACTURER'S INSTALLATION REQUIREMENTS.
Q. SEE I-601 FOR ROOM FINISH SCHEDULE.
R. SEE I-602 FOR FINISH LEGEND.
SHEET NOTES
FINISH SCHEDULE KEYNOTES
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
TE
CH
NI
CA
L R
EV
IS
IO
N
.09
.18
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
DRAWFORM REVISION: 25 AUGUST 2020
DE
SI
GN
A
ND
C
ON
ST
RU
CT
IO
N
(D C)
C
OR
E
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
AT
LA
N
TI
C
1008 GRANBY
STREET
NORFOLK, VA 23510
757.224.0489
Approved by Michael Foy, PE, Resident Engineer, MARSOC
9/
/2
5:
:4
PM
W :\2
P1
SO
F Su pp or t F ac ilit y
Ex pa ns io n\ R ev it\
BL
D
P
-1
-I.
rv t
SC
H
ED
U
LE
S
LE
G
EN
D S
I-602
1701821
P-
S
O F
AR
M
O R
Y
FINAL SUBMITTAL
10.08.2024
JDK JDK
SL/RC
DJD
EJA
HPN
12917013
I-6
FINISH LEGEND
NO. NAME LOCATION MANUFACTURER MODEL COLOR SIZE
ACG-1 ACCENT TILE PAIRED W/ ACT-1 ARMSTRONG INTERLUDE XL HRC WHITE 9/16"W
ACT-1 ACOUSTICAL CEILING TILE NON-GWB OR EXPOSED CEILINGS ARMSTRONG CALLA W/ HUMIGUARD PLUS WHITE 24"X24"
CG-1 END WALL PROTECTORS OUTSIDE CORNERS INPRO TYPE 430 STAINLESS STEEL -
CP-1 CABINET PULL CASEWORK DOORS & DRAWERS HAFELE 101.20.744 STAINLESS STEEL 3" CNETER TO CENTER CPT-1 CARPET TILE W/ ATTACHED PAD OFFICES SHAW CONTRACT CONNECTED THREADS FRENCH KNOT HERITAGE RED 9"X36" CPT-2 CARPET TILE W/ ATTACHED PAD CONFERENCE ROOM AND CLASSROOMS SHAW CONTRACT CONNECTED THREADS QUILTED HERITAGE RED 9"X36"
ETZ-1 EPOXY TERRAZZO CORRIDORS & BREAKROOMS MASTER TERRAZZO - MTT 82839 -
FRP-1 FIBERGLAS REINFORCED PLASTIC JANITOR WALLS MARLITE PEBBLED FRP LIGHT GREY P-151 -
GR-1 GROUT WALL TILE (T-1) CUSTOM BUILDING PRODUCTS EPOXY GROUT SHADOW 644 -
GR-2 GROUT WALL TILE (T-2 & T-3) CUSTOM BUILDING PRODUCTS EPOXY GROUT GRAYSTONE 542 -
HDP-1 LOCKER FINISH SHOWERS SCRANTON PRODUCTS ORANGE PEEL BURGUNDY -
PLAM-1 PLASTIC LAMINATE CASEWORK FORMICA 08845-58 BLEACHED LEGNO -
PNT-1 PAINT PRIMARY WALLS SHERWIN WILLIAMS SW 6070 HERON PLUME -
PNT-2 ACCENT PAINT OFFICES SHERWIN WILLIAMS SW 9171 FELTED WOOL -
PNT-3 ACCENT PAINT DOOR FRAMES BENJAMIN MOORE CSP-240 BROWNSTONE -
PNT-4 TRIM PAINT CONFERENCE RM CHAIR RAIL BENJAMIN MOORE 1302 SWEET ROSY BROWN -
PNT-5 PAINT GWB & EXPOSED CEILINGS SHERWIN WILLIAMS SW 7757 HIGH REFLECTIVE WHITE - RB-1 RUBBER BASE PRIMARY BASE ROPPE CONTOURS SIMPLICITY #00 PV4000 147 LIGHT BROWN -
S-1 SIGNAGE FINISH FONT 2/90 SIGNS ESSENTIALS COLELCTION 708 SOFT WHITE -
S-2 SIGNAGE FINISH BACKGROUND 2/90 SIGNS ESSENTIALS COLELCTION 704 BLACK -
S-3 SIGNAGE FINISH END CAP 2/90 SIGNS ESSENTIALS COLELCTION 101 SATIN -
SC-1 SEALED CONCRETE UTILITY SPACES SCOFIELD SELECT SEAL PLUS CLEAR -
SS-1 SOLID SURFACE COUNTER TOPS & SHOWER SURROUNDS CORIAN SOLID SURFACE PEPPERED TERRAZZO - SS-2 SOLID SURFACE WINDOW SILL MEGANITE ACRYLIC SOLID SURFACE M002 MT VANCOUVER - SS-3 SOLID SURFACE SHOWER SURROUNDS MEGANITE ACRYLIC SOLID SURFACE 005A SOFT WHITE -
T-1 FLOOR TILE BATHROOMS & JANITOR DALTILE CHORD FORTE GREY CH25 12"X24"
T-2 WALL TILE BATHROOMS & JANITOR MOSAIC TILE WINTER SERIES 75WINGLA1224 12"X24"
T-3 ACCENT TILE BATHROOM WALLS FLORIDA TILE EMOTIVE MISCHIEVOUS RED SILK 3"X6"
T-4 FLOOR TILE FLOOR OUTSIDE OF SHOWERS DALTILE CHORD FORTE GREY CH25 3" TRIANGLE MOSAIC
TS-1 TRANSITION STRIP LVT TO CARPET SCHLUTER VINPRO-S SATIN ANODIZED -
TS-2 TRANSITION STRIP LVT TO TILE SCHLUTER RENO-V SATIN ANODIZED -
TS-3 TRANSITION STRIP LVT TO CONCRETE SCHLUTER RENO-U SATIN ANODIZED -
TS-4 TRANSITION STRIP FRP TO GWB SCHLUTER DLIEX-AHK SATIN ANODIZED -
TS-5 TRANSITION STRIP FLOOR/WALL TILE INSIDE CORNER SCHLUTER ECK-E SATIN ANODIZED - TS-6 TRANSITION STRIP WALL TILE OUTSIDE CORNER SCHLUTER RONDEC-DB SATIN ANODIZED -
TS-7 TRANSITION STRIP CARPET TO TILE SCHLUTER RENO-TK SATIN ANODIZED -
WD-1 WOOD FINISH WOOD ENTRY DOORS MASONITE ASPIRO SERIES WHITE OAK CARAMEL -
WS-1 WINDOW SHADE EXTERIOR WINDOWS THE SHADE STORE LIGHT FILTERING CORA SHELL -
WS-2 WINDOW SHADE BUNK & DUTY ROOMS THE SHADE STORE CORA BLACKOUT SHELL -
I G
IV
R
FOHT
I
NO
M N
EW
A
OM
L
C
C
A
Cert. 001152
JAMIE D. KISSEL RER
T
IFIED
INTERIOR DES
IG
N E No.
A. FINISHES INDICATED ARE THE APPROVED BASIS OF DESIGN
TO CONVEY COLOR, PATTERN, TEXTURE AND SALIENT
CHARACTERISTICS ONLY. THE LISTING OF MANUFACTURER
INFORMATION IS NOT INTENDED TO LIMIT THE SELECTION OF
PRODUCTS PROVIDED BY OTHER MANUFACTURERS.
PRODUCTS MEETING THESE CRITERIA WILL BE CONSIDERED
AND MUST BE REVIEWED BY THE INTERIOR DESIGNER OF
RECORD (IDOR) AND THE NAVFAC INTERIOR DESIGNER AND
APPROVED BY THE CONTRACTING OFFICER.
B. FINISH ITEMS ARE NOT TO BE SUBSTITUTED DUE TO
ORDERING LEAD TIMES. IT IS THE CONTRACTOR ’S
RESPONSIBILITY TO ORDER ALL MATERIALS IN TIME TO
AVOID DELAYS
C. COORDINATE THERMOSTAT LOCATIONS WITH MECHANICAL
DRAWINGS AND CONSTRUCTION MANAGER. INSTALL
THERMOSTATS NEAR A CORNER OF THE ROOM OR BY LIGHT
SWITCHES. DO NOT INSTALL THERMOSTATS IN THE CENTER
OF A WALL
D. SPRAY PAINT ELECTRICAL PANELS, ACCESS PANELS, AND
EXPANSION JOINTS TO MATCH THE ADJACENT WALL COLOR.
PANELS PAINTED BY BRUSH ARE NOT ACCEPTABLE
E. ALL FLOORING TRANSITIONS MUST MEET ABA GUIDELINES.
FLOORING TRANSITIONS OCCURRING UNDER DOORS MUST
BE CENTERED UNDER DOOR.
F. ALL INTERIOR FINISHES IN VERTICAL EXIT WAYS, EXIT
LOBBIES, AND EXIT CORRIDORS MUST MEET MINIMUM CLASS
A RATING.
G. ROOMS IDENTIFIED TO RECEIVE TILE ON WALLS MUST
INCLUDE METAL TRANSITIONS ON ALL OUTSIDE AND INSIDE
CORNERS AS WELL AS THE INTERSECTION BETWEEN FLOOR
AND WALL TILE WHERE APPLICABLE FOR A COMPLETE
INSTALLATION.
H. INSTALL CORNER GUARDS (CG-1) ON ALL OUTSIDE
CORNERS. INSTALL END WALL PROTECTORS AT OPEN
ENDED WALLS. CORNER GUARDS AND END CAPS MUST BE
FULL HEIGHT AND SHOULD NOT BE USED ON CMU WALLS,
TILED WALLS, OR MANUFACTURED STONE WALLS.
I. ALL AREAS TO RECEIVE RESILIENT BASE (RB-1) WITH THE
EXCEPTION OF AREAS RECEIVING FLOOR TILE OR EPOXY
RESINOUS FLOORING.
J. ALL WALLS TO BE PAINTED (PNT-1) UNLESS OTHERWISE
INDICATED. ALL HOLLOW METAL DOORS AND DOOR FRAMES
TO BE PAINTED (PNT-5). ALL GWB & EXPOSED CEILINGS TO
BE PAINTED (PNT-6).
K. ALL WINDOW SILLS TO BE SOLID SURFACE (SS-2).
L. ALL SHOWER PANS AND SHOWERS WALLS TO BE SOLID
SURFACE (SS-3).
M. ALL TOILET PARTITIONS, LOCKERS & LOCKER ROOM
BENCHES TO BE HDPE FINISH (HDP-1).
N. ALL INTERIOR WOOD DOORS TO BE FINISHED (WD-1).
O. ALL TILE TO RECEIVE GROUT FINISH (GR-1).
P. ALL MATERIALS/PRODUCTS ARE TO BE INSTALLED PER
MANUFACTURER'S INSTALLATION REQUIREMENTS.
Q. SEE I-601 FOR ROOM FINISH SCHEDULE.
R. SEE I-602 FOR FINISH LEGEND.
SHEET NOTES
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
TE
CH
NI
CA
L R
EV
IS
IO
N
.09
.18
3 4 4
1. REFERENCE SHEET A-001 FOR SYMBOL LEGEND
2. REFERENCE INTERIOR DESIGN DRAWINGS FOR FINISH SCHEDULE
3. PROVIDE WET AREA ACOUSTICAL TILE CEILING SYSTEM AT TOILETS, JANITOR
CLOSETS AND SIMILAR HIGH HUMIDITY SPACES
4. PROVIDE PREFINISHED CEILING ACCESS PANELS IN GYPSUM BOARD CEILINGS
WHERE ABOVE CEILING ITEMS REQUIRING ACCESS EXIST
5. REFERENCE THE ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE INFORMATION
6. REFERENCE THE MECHANICAL DRAWINGS FOR GRILLE AND DIFFUSER INFORMATION
7. REFERENCE THE LIFE SAFETY DRAWINGS FOR LOCATIONS OF RATED WALLS AND
SMOKE PARTITIONS
8. PAINT EXPOSED MECHANICAL DUCTS AND ACCESSORIES MEDIUM GREY
2'x2' ACOUSTICAL TILE CEILING SYSTEM
GYPSUM BOARD CEILING
2'x4' LIGHTING FIXTURE
1'x4' LIGHTING FIXTURE
UTILITY 4' LIGHTING FIXTURE
WALL MOUNTED EMERGENCY LIGHT FIXTURE
EXIT LIGHT FIXTURE
CEILING SUPPLY DIFFUSER
CEILING RETURN GRILLE
CEILING EXHAUST GRILLE
HEAT DETECTOR
SMOKE DETECTOR
WALL MOUNTED SPEAKER/STROBE
SPRINKLER HEAD
H
S
ACOUSTICAL TILE CEILINGS SYSTEM AT 9'-0" AFF
ACOUSTICAL TILE CEILINGS SYSTEM AT 10'-0" AFF
SUSPENDED GYPSUM BOARD CEILING AT 9'-0" AFF. SEE DETAIL
UNDERSIDE OF CAST IN PLACE CONCRETE VAULT DECK AT ±12'-0" AFF
NO FINISHED CEILING. EXPOSED TO STRUCTURE ABOVE
FLUSH METAL SOFFIT
STEEL STUD AND GYPSUM BOARD BULKHEAD. SEE DETAIL
STEEL STUD AND GYPSUM BOARD BULKHEAD AND CEILING AT DRINKING
FOUNTAIN. SEE DETAIL
/D5 A-504
/D1 A-504
/D3 A-504
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T M
A R
IN
E
N A V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
J E
U N
E
N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
NO
IT
AR
OP
RO
C
LAR
CAROLINANORTH
50679
T
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E
TI
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G I S
ERE
A N
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N O
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T H
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N
D A
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N
DE
.J UE
ER
III
C
N
NRB E
E W
N A
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IL
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E E
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IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
A T
L A
N T
IC
AS INDICATED
Approved by Michael Foy, PE, Resident Engineer, MARSOC
/1
/2
:2 :5
P
M
S p ro je c ts
\2
\2
M
ID
L
A N
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L P
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O F
A rm o ry
\2
D e s ig n \2
D w g s \2
A
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.r v t
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F L
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D C
E
IL
IN
G
P L
A N
O
V E
R A
L L
A-105
1701821
P -1
S O
F A
R M
O R
Y
FINAL SUBMITTAL
12916972
10.08.2024
REL REL DJE,III
SL / RC
DJD
EJA
HPN
10.08.2024
A -1
SCALE: 3/32" = 1'-0"
A3
REFLECTED CEILING PLAN - OVERALL
GRAPHIC SCALE: 3/32"=1'-0"
8' 0 8' 16' 24'
N
REFLECTED CEILING PLAN NOTESREFLECTED CEILING PLAN LEGEND CONSTRUCTION KEYNOTES
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
T
E C
H N
IC
A
L R
E V
IS
IO
N
.0
.1
8" x 8" SHEET METAL
GUTTER. PROVIDE
HANGERS AT 3'-0" ON
CENTER
SHEET METAL
FASCIA TRIM
FLUSH METAL PANELS
ON 3 5/8" LIGHT
GAUGE FRAMING AT
1'-4" ON CENTER
STANDING SEAM
METAL ROOFING
ROOF DECK AIR AND
MOISTURE BARRIER
COLUMN
BEYOND
STEEL BEAM. SEE
STRUCTURAL DRAWINGS
EXTERIOR CONCRETE
SLAB. LIGHT BROOM
FINISH
FINISHED
GRADE
UNDERSLAB MOISTURE
BARRIER
CAPILLARY STONE BASE
COMPACTED FILL
CONCRETE FOOTING
BEYOND
2'-0"
7' -1
0"
FLUSH METAL SOFFIT
ON BOTTOM CHORD
OF LIGHT GAUGE
TRUSSES
LIGHT GAUGE TRUSSES.
SEE STRUCTURAL
DRAWINGS
STEEL BEAM. SEE
STRUCTURAL
DRAWINGS
DOWNSPOUT
BEYOND
±8 '-8
SHEET METAL
RAKE TRIM
FLUSH METAL PANELS
ON 3 5/8" LIGHT
GAUGE FRAMING AT
1'-4" ON CENTER
STANDING SEAM
METAL ROOFING
ROOF DECK AIR AND
MOISTURE BARRIER
COLUMN
BEYOND
STEEL BEAM. SEE
STRUCTURAL DRAWINGS
EXTERIOR CONCRETE
SLAB. LIGHT BROOM
FINISH
FINISHED
GRADE
UNDERSLAB MOISTURE
BARRIER
CAPILLARY STONE BASE
COMPACTED FILL
CONCRETE FOOTING
BEYOND
2'-0"
7' -1
0"
FLUSH METAL SOFFIT
ON BOTTOM CHORD
OF LIGHT GAUGE
TRUSSES
1/
2"
GABLE END FRAMING. SEE
STRUCTURAL DRAWINGS
LIGHT GAUGE TRUSSES.
SEE STRUCTURAL
DRAWINGS
STEEL ROOF DECK. SEE
STRUCTURAL DRAWINGS
6 1/2"FLUSH METAL PANELS
ON 3 5/8" LIGHT
GAUGE FRAMING AT
1'-4" ON CENTER
COLUMN
BEYOND
EXTERIOR CONCRETE
SLAB. LIGHT BROOM
FINISH
TACTICAL
APRON
UNDERSLAB MOISTURE
BARRIER
CAPILLARY STONE BASE
COMPACTED FILL
CONCRETE FOOTING
BEYOND
'-8
FLUSH METAL SOFFIT
ON LIGHT GAUGE
FRAMING
STEEL BEAM. SEE
STRUCTURAL
DRAWINGS
DOWNSPOUT
BEYOND
METAL WALL
PANELS
8" x 8" SHEET
METAL GUTTER
STANDING SEAM
ROOFING
CLOSURE
CLOSURE
COUNTERFLASHING
BEYOND
LIGHT GAUGE
FRAMING AT 1'-4"
ON CENTER
RIGID ROOF INSULATION
OPEN WEB JOISTS - SEE
STRUCTURAL DRAWINGS
STEEL ROOF DECK - SEE
STRUCTURAL DRAWINGS
ROOF DECK AIR AND
MOISTURE BARRIER
SHEET METAL
FASCIA
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
J E
U N
E
N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
NO
IT
AR
OP
RO
C
LAR
CAROLINANORTH
50679
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
I
L
ORA
N O
R
T H
C
N
D A
R
N
DE
.J UE
ER
III
C
N
NRB E
E W
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
M
ID
A T
L A
N T
IC
AS INDICATED
Approved by Michael Foy, PE, Resident Engineer, MARSOC
/1
/2
:4 :0
P
M
S p ro je c ts
\2
\2
M
ID
L
A N
T C
L P
S
O F
A rm o ry
\2
D e s ig n \2
D w g s \2
A
R C
H
.r v t
W A
L L
S E
C T
IO
N
S
A-304
1701821
P -1
S O
F A
R M
O R
Y
FINAL SUBMITTAL
12916980
10.08.2024
REL REL DJE,III
SL / RC
DJD
EJA
HPN
10.08.2024
A -3
GRAPHIC SCALE: 3/4"=1'-0"
1' 0 1' 2' 3'
SCALE: 3/4" = 1'-0"
A3
EAVE SECTION AT ENTRY
SCALE: 3/4" = 1'-0"
A5
RAKE SECTION AT ENTRY
SCALE: 3/4" = 1'-0"
A1
EAVE SECTION AT COVERED AREA
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
T
E C
H N
IC
A
L R
E V
IS
IO
N
.0
.1
SHOWER
109A
WOMEN
MEN
SHOWER
110A
CORRIDOR
A-404 D1
D2
D3
D5
A-404
C2
C3 C5
C1
110A
109A
A-404
A2
A1
ALIGN 6'-8" 7'-3"
2'-4"
3'
-6
4' -2
5'
-4
5' -4
5'
-5
2' -0
3' -8
2' -1
6'-0" 3'-6"
'-3
17'-0"
ALIGN
2' -6
3'-8"
CLEAR
3'-0"
1'-6"
A3
1'-0" 6'-6"
2' -8
8"
5' -5
C1
F
E
E
D
D
D
D
D
D D
E
D
D
D
D
D
D
D
F
F
F
F
F
F
F
F
F
F
F
D
CLEANING
SHOWER
110A
MEN
WOMEN
SHOWER
109A
CORRIDOR
RH
RHA
SCR
RSS
TTD
RH
ITDW
WM1
WM
SD
GB42
TTD
GB36RH
ITDW
SD WM
TB
RH
TB
RSS
WM1
SND
SCR
SCR
LGB
LGB
TB
SD
PTD
RHA
NOTE: ACCESSORIES
ARE IDENTICAL AT
SECOND UTILITY SINK
IN CLEANING 122
GB42
GB36
DTC-2 DTC-2
D
TC
-2
UNISEX
'-0
6'-4"
A-405 D1
D2
A
A2
E
E
E
UNISEX
A-405 D4
D3
SND
TTD
WM
SD
ITDW
RH
A
UNISEX
6'-4"
'-0
A-405 D4
D3
A
A2
E
EE
A-405 D1
D2
UNISEX
120RH
WM
SD
ITDW
SND
TTD
A
JAN
8' -0
5'-8"
D
D
D
D
JAN
PTD
MHS
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
J E
U N
E
N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
NO
IT
AR
OP
RO
C
LAR
CAROLINANORTH
50679
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
I
L
ORA
N O
R
T H
C
N
D A
R
N
DE
.J UE
ER
III
C
N
NRB E
E W
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
M
ID
A T
L A
N T
IC
AS INDICATED
Approved by Michael Foy, PE, Resident Engineer, MARSOC
/1
/2
:0 :1
P
M
S p ro je c ts
\2
\2
M
ID
L
A N
T C
L P
S
O F
A rm o ry
\2
D e s ig n \2
D w g s \2
A
R C
H
.r v t
E N
L A
R G
E D
T O
IL
E
T P
L A
N S
A-403
1701821
P -1
S O
F A
R M
O R
Y
FINAL SUBMITTAL
12916983
10.08.2024
REL REL DJE,III
SL / RC
DJD
EJA
HPN
10.08.2024
A -4
SCALE: 1/4" = 1'-0"
C1
ENLARGED TOILET PLAN - DIMENSIONS
SCALE: 1/4" = 1'-0"
C3
ENLARGED TOILET PLAN - ACCESSORIES
SCALE: 1/4" = 1'-0"
A1
ENLARGED PLAN - DIMENSIONS
SCALE: 1/4" = 1'-0"
A5
ENLARGED PLAN - ACCESSORIES
SCALE: 1/4" = 1'-0"
A4
ENLARGED PLAN - DIMENSIONS
SCALE: 1/4" = 1'-0"
A2
ENLARGED PLAN - ACCESSORIES
GRAPHIC SCALE: 1/4"=1'-0"
4' 0 2' 4' 8'
N N
N N NN
SCALE: 1/4" = 1'-0"
D5
ENLARGED PLAN - DIMENSIONS
SCALE: 1/4" = 1'-0"
C5
ENLARGED PLAN - ACCESSORIES
N
N
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
T
E C
H N
IC
A
L R
E V
IS
IO
N
.0
.1
3"
MC12x10.6 WITH
COVER PLATE
LANDING DETAIL
MC12x10.6 WITH
COVER PLATE
2"
STRINGER ANCHORS AT
FLOOR SLAB. SEE
STRUCTURAL. CONCEAL
WITH COVER PLATE
NOTES:
1. COVER PLATE IS REQUIRED ON ALL EXPOSED STRINGERS. WALL
STRINGERS DO NOT REQUIRE A COVER PLATE
2. WELDS ARE TO BE CONTINUOUS AND GROUND SMOOTH
3. STAIR AND RAILING FABRICATIONS ARE HOT DIP GALVANIZED
LOWER ANCHORAGE DETAIL
A-505 A4
VAULT DECK
WALL BEYOND
A-506 C4
8' -0
" C
LE
A R
UNDERSIDE OF
ROOF DECK
A-504 D1
2"
R
IS
E R
D
IM
A
TREAD
11"
12 GAUGE PANS TYPICAL FOR
TREADS AND PLATFORM. FILL
WITH 3000 PSI CONCRETE
1 1/2" x 3/16" RISER
BARS
1"
DIM A
MECHANICAL 119: ±6 13/16"
VAULT DECK 201: ±5 19/32"
NOTES:
1. WELDS ARE TO BE CONTINUOUS AND GROUND SMOOTH
2. STAIR AND RAILING FABRICATIONS ARE HOT DIP GALVANIZED
3. PROVIDE LIGHT BROOM TREAD FINISH AND CONTINUOUS NON-SKID/VISUAL
NOSING/TREAD
STRINGER BEYOND,
PROVIDE COVER
PLATES AT OPEN SIDES
A-505 A4
A3
A-506
SIM
MC12x10.6 WITH
COVER PLATE
STRINGER ANCHORS AT
FLOOR SLAB. SEE
STRUCTURAL. CONCEAL
WITH COVER PLATE
STRINGER ANCHORS AT
BEAM. SEE
STRUCTURAL. CONCEAL
WITH COVER PLATE
CONCRETE VAULT CAP AND
BEAMS. SEE STRUCTURAL
DRAWINGS
NOTES:
1. NO HANDRAIL AT VAULT DECK STEPS
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
J E
U N
E
N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
NO
IT
AR
OP
RO
C
LAR
CAROLINANORTH
50679
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
I
L
ORA
N O
R
T H
C
N
D A
R
N
DE
.J UE
ER
III
C
N
NRB E
E W
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
M
ID
A T
L A
N T
IC
AS INDICATED
Approved by Michael Foy, PE, Resident Engineer, MARSOC
/1
/2
:3
:1
A
M
S p ro je c ts
\2
\2
M
ID
L
A N
T C
L P
S
O F
A rm o ry
\2
D e s ig n \2
D w g s \2
A
R C
H
.r v t
S T
A
IR
D E
T A
IL
S
A-505
1701821
P -1
S O
F A
R M
O R
Y
FINAL SUBMITTAL
12916990
10.08.2024
REL REL DJE,III
SL / RC
DJD
EJA
HPN
10.08.2024
A -5
5 SCALE: 1" = 1'-0"
A2
INTERIOR STAIR SECTION DETAIL
SCALE: 1 1/2" = 1'-0"
A4
ENLARGED STAIR DETAIL
GRAPHIC SCALE: 1 1/2"=1'-0"
1' 6" 3" 0 1'
GRAPHIC SCALE: 1"=1'-0"
1' 0 1' 2'
SCALE: 1" = 1'-0"
C4
VAULT DECK STEPS DETAIL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
T
E C
H N
IC
A
L R
E V
IS
IO
N
.0
.1
STANDING SEAM
METAL ROOFING
(1) 1" LAYER AND (2) 2"
LAYERS RIGID INSULATION -
TAPE ALL JOINTS
ICE AND WATER GUARD
STRUCTURAL METAL
ROOF DECKING
ROOF DECK AIR AND
MOISTURE BARRIER
NO SEALANT BETWEEN
GUTTER AND COVER TRIM
NO PENETRATIONS
BELOW NAILING LINE
SILICONE
SEALANT
1" MINIMUM OR IN
ACCORDANCE WITH
SMACNA RECOMMENDED
ASSEMBLY DETAILS
NOTES:
1. PROVIDE GUTTER EXPANSION JOINTS AT 35'-0" ON CENTER MAX
STANDING SEAM
ROOFING
VALLEY FLASHING
16 GAUGE
VALLEY PAN
BUTYL TAPE
1"
8" MIN
RIDGE CAP
16 GAUGE RIDGE PAN
STANDING SEAM ROOFING
BUTYL TAPE
AT THREE
SIDES
CONTINUOUS "Z"
CLOSURE BETWEEN
SEAMS
CONCEAL PANEL
FASTENERS
UNDER RIDGE CAP
CLOSURE SCREWS
NOTES:
1. INSTALL VENT STACK FLASHING IN ACCORDANCE WITH
THE ROOF MANUFACTURER'S RECOMMENDATIONS
TOP OF VENT STACK MUST
EXTEND A MINIMUM OF 10"
ABOVE THE ROOF SURFACE.
PAINT EXPOSED VENT PIPING TO
MATCH METAL ROOFING COLOR
VENT STACK FLASHING
SET IN A FULL BEAD OF SEALANT
4"
EQ EQ
STAINLESS STEEL STRAP
FIELD WRAP ROOF DECK AIR AND
MOISTURE BARRIER PENETRATION
ISOMETRIC
STANDING SEAM
METAL ROOFING
STRUCTURAL METAL
ROOF DECKING
ICE AND WATER
GUARD
METAL WALL PANELS
8" x 8" GUTTER. HANGERS
AT 2'-0" ON CENTER
STANDING SEAM
ROOFING
1 1/2" HAT CHANNELS AT
2'-0" ON CENTER
CLOSURE
CLOSURE
AIR AND MOISTURE BARRIER
8" CMU
RIGID ROOF INSULATION
OPEN WEB JOISTS - SEE
STRUCTURAL DRAWINGS
STEEL ROOF DECK - SEE
STRUCTURAL DRAWINGS
ROOF DECK AIR AND
MOISTURE BARRIER
CONTINUOUS CLOSED CELL
FOAM AND IGNITION
BARRIER
SHEET METAL
FASCIA
4" x 5" SHEET METAL
DOWNSPOUTS
SEAL AIR AND MOISTURE
BARRIER JOINT AT ROOF
DECK WITH SYSTEM TAPE
STANDARD PANEL
SLIP CLIP
ISOMETRIC BSECTION A
MANUFACTURER'S
STANDARD SEAM
CAP
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
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
C O
M M
A N
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T M
A R
V A L S
T A T
IO
N
N O
R F O
L K V A
M A
R
IN
E C
O R
P S
B A
S E
C A
M P
L E
J E
U N
E
N C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
M
A
P.
STCETIHCRA
FB
BERN N.C
.NEW
CERT. NO.
UTCETIHCRA
DERET
SI
G E R
NO
IT
AR
OP
RO
C
LAR
CAROLINANORTH
50679
T
T C
E
TI
HCRAD
R E
G I S
ERE
A N
I
L
ORA
N O
R
T H
C
N
D A
R
N
DE
.J UE
ER
III
C
N
NRB E
E W
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
M
ID
A T
L A
N T
IC
AS INDICATED
Approved by Michael Foy, PE, Resident Engineer, MARSOC
/1
/2
:3
:3
A
M
S p ro je c ts
\2
\2
M
ID
L
A N
T C
L P
S
O F
A rm o ry
\2
D e s ig n \2
D w g s \2
A
R C
H
.r v t
R O
O F
IN
G
D E
T A
IL
S
A-503
1701821
P -1
S O
F A
R M
O R
Y
FINAL SUBMITTAL
12916988
10.08.2024
REL REL DJE,III
SL / RC
DJD
EJA
HPN
10.08.2024
A -5
SCALE: 1 1/2" = 1'-0"
D1
ROOF ASSEMBLY - INSULATED
SCALE: 3" = 1'-0"
B2
GUTTER EXPANSION JOINT DETAIL
GRAPHIC SCALE: 3"=1'-0"
0 3" 6" 1"
GRAPHIC SCALE: 1 1/2"=1'-0"
1' 6" 3" 0 1'
SCALE: 3" = 1'-0"
A2
VALLEY DETAIL
SCALE: 3" = 1'-0"
A1
RIDGE DETAIL
SCALE: 1 1/2" = 1'-0"
B1
VENT THROUGH STANDING SEAM ROOF
SCALE: 1 1/2" = 1'-0"
D2
ROOF ASSEMBLY - UNINSULATED
SCALE: 1 1/2" = 1'-0"
C5
TYPICAL EAVE DETAIL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
T
E C
H N
IC
A
L R
E V
IS
IO
N
.0
.1
SCALE: NOT TO SCALE
B4
STANDING SEAM SLIP CLIP
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
E
CO
RP
S
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
AT
LA
N
TI
C
OF
1701821
P-
S
O F
AR
M
O R
Y
FINAL SUBMITTAL
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
6" 4'
-0
4' -0
1'-6"
MIN. DIA.
SLOPE
3"
2. AN EXPANSION JOINT SHALL BE PLACED TO SEPARATE
THE NEW CONCRETE WALK FROM OTHER NEW OR
EXISTING CONCRETE CONSTRUCTION UNLESS NOTED
OTHERWISE.
1. SIDEWALK TOOLED CONTRACTION JOINT (1 1/4" DEEP) SPACING SHALL
NOTES:
4"
4"
1/2" 1/
4"
5. GRADE TO DRAIN AWAY FROM BUILDING.
BE 5'-0" MAXIMUM, WITH AN EXPANSION JOINT BEING EVERY 20'.
4"
4. 1/2" EXPANSION JOINT MATERIAL REQUIRED WHERE CONCRETE
SIDEWALK ABUTS CONCRETE STRUCTURE.
THERE IS NO CURB, THICKEN WALK IN 3'-0".
3. WHEN SIDEWALKS ABUT ROADWAY WHERE
5' (TYP)
4"
DEPTH AS NEEDED TO
ACHIEVE GRADING
ABC STONE
C-511 rbrewington Stamp
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
E
CO
RP
S
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
AT
LA
N
TI
C
OF
1701821
P-
S
O F
AR
M
O R
Y
FINAL SUBMITTAL
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
WHITE
DIRECTIONAL ARROW
DIAGONAL LINE 4"
CONTINUOUS LINES
DOUBLE CENTER LINE
YELLOW
YELLOW OR WHITE
4" G
AP
4"
4"
HI-VISIBILITY CROSS WALK
WHITE
G
AP
6' M
AX
1'
M
IN
45°
C-512 jacheek
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
E
CO
RP
S
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
AT
LA
N
TI
C
OF
1701821
P-
S
O F
AR
M
O R
Y
FINAL SUBMITTAL
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
SLIDING GATE DETAIL
SCALE: NOT TO SCALEA1
C-513
PERMANENT SEEDING DETAIL
SCALE: NOT TO SCALEC1
H
H SECTION
PLAIN CONCRETE DOWELED TRANSVERSE OR LONGITUDINAL
EITHER ONE PIECE OR THREADED
SPLIT-TYPE DOWEL MAY BE USED
PAINT & LIGHTLY OIL
ONE END OF DOWELEXISTING
PAVEMENT DRILL
AND GROUT DOWEL
h d
D h d
D* DENOTES DOWEL DIAMETER
hd = DEPTH OF THINNEST PORTLAND CEMENT CONCRETE PAVEMENT
1.
h d M
IN
BUILDING, PAVEMENT,
OR OTHER STRUCTURE
5' MIN. 3
4" MIN.
SEE JOINT SEALANT
A4/C-516
SEE JOINT SEALANT DETAIL A4/C-516
1.
h d M
IN
GRAVEL OR EARTH
5' MIN.
D* DENOTES DOWEL DIAMETER
DOWEL MAY BE USED
THREADED SPLIT-TYPE
EITHER ONE PIECE OR
dh
D h d h d
SEE JOINT SEALANT
A4/C-516
1" h d
PLAIN CONCRETE TIED LONGITUDINAL
PLAIN CONCRETE DOWELED TRANSVERSE
SEE JOINT SEALANT
A4/C-516
NO. 5 DEFORMED STEEL TIE BARS 2'- 6" LONG AND
SPACED 2'- 6" ON CENTERS. USED ONLY IN JOINTS
15 FEET OR LESS FROM FREE EDGES OF PAVED
AREAS GREATER THAN 100 FEET IN WIDTH.
PAINT & LIGHTLY OIL
ONE END OF DOWEL
THE JOINT
3"
EITHER ONE PIECE OR
THREADED SPLIT-TYPE
DOWEL MAY BE USED
ONE END
OF DOWEL
D* DENOTES DOWEL DIAMETER
PAINT & OIL
REINFORCING STEEL IS
D
NOT CARRIED THROUGH
+ 1"
REINFORCING
STEEL
NOTE: SAW CUT WILL NOT EXTEND BELOW THE REINFORCING STEEL.
TIE BARS 30" LONG AND
SPACED 30" ON CENTERS
NO. 5 DEFORMED STEEL
REINFORCED CONCRETE LONGITUDINAL
REINFORCED CONCRETE DOWELED TRANSVERSE
REINFORCED CONCRETE TIED LONGITUDINAL
REINFORCING
STEEL IS CARRIED
THROUGH THE
JOINT
SEE JOINT SEALANT
A4/C-516
SEE JOINT SEALANT
A4/C-516
SEE JOINT SEALANT
A4/C-516
3" hd
1"+ hd h d h d h d h d h d
1"+ hd h d
1.
h d M
IN
5' MIN.
3"
1"+ hd h d 3"
1"+ hd h d
ASPHALT
PAVEMENT
SECTION
SAWCUT 12" WIDE X 34"
DEEP SLOT AND SEAL
WITH JOINT SEALANT 14"
BELOW FINISHED
GRADE
JOINT ADHESIVE
CONCRETE THICKENED EDGE CONSTRUCTION
JOINT AT PAVEMENT INTERFACE (TE)
3"
FORMED BUTT JOINT
THE JOINT
NOT CARRIED THROUGH
EITHER ONE PIECE OR
THREADED SPLIT-TYPE
DOWEL MAY BE USED
PAINT & OIL
ONE END
REINFORCING STEEL IS
OF DOWEL
D
D* DENOTES DOWEL DIAMETER
DOWELED TRANSVERSE OR LONGITUDINAL
SEE JOINT SEALANT
A4/C-516 h d
+ 1" hd h d
NOTE:
1. REINFORCED MUST BE 4 X 4 - W 2.1 X W 2.1 CENTERED IN THICKNESS OF SLAB, MAINTAIN 2 INCH COVER ON ALL EDGES.
2. DOWELS MUST BE 16" LONG, 0.75" DIAMETER, AT 12" SPACING OC
3. FOR PLAIN CONCRETE SECTIONS, DO NOT INCLUDE WELDED WIRE REINFORCING
4. CONSTRUCTION JOINT TO BE USED ONLY FOR SEPARATING ABUTTING CONSTRUCTION PLACED AT DIFFERENT TIMES.
NOTE:
1. REINFORCED MUST BE 4 X 4 - W 2.1 X W 2.1 CENTERED IN
THICKNESS OF SLAB, MAINTAIN 2 INCH COVER ON ALL
EDGES.
2. DOWELS MUST BE 16" LONG, 0.75" DIAMETER, AT 12"
SPACING OC
NOTE:
1. REINFORCED MUST BE 4 X 4 - W 2.1 X W 2.1 CENTERED IN THICKNESS
OF SLAB, MAINTAIN 2 INCH COVER ON ALL EDGES.
2. FOR PLAIN CONCRETE SECTIONS, DO NOT INCLUDE WELDED WIRE
REINFORCING
NOTE:
1. REINFORCED MUST BE 4 X 4 - W 2.1 X W 2.1 CENTERED IN THICKNESS
OF SLAB, MAINTAIN 2 INCH COVER ON ALL EDGES.
2. FOR PLAIN CONCRETE SECTIONS, DO NOT INCLUDE WELDED WIRE
REINFORCING
NOTE:
1. REINFORCED MUST BE 4 X 4 - W 2.1 X W 2.1 CENTERED IN
THICKNESS OF SLAB, MAINTAIN 2 INCH COVER ON ALL EDGES.
2. FOR PLAIN CONCRETE SECTIONS, DO NOT INCLUDE WELDED
WIRE REINFORCING
C1 CONCRETE THICKENED EDGE EXPANSION JOINT (EJ)
SCALE: NTS C2 CONCRETE THICKENED EDGE
SCALE: NTS C3 CONCRETE CONSTRUCTION JOINT (DCJ)
SCALE: NTS
A2 CONCRETE CONTRACTION JOINT (CJ, DCJ, TCJ)
SCALE: NTS A4 JOINT SEALANTS
SCALE: NTSA1 SCALE: NTS
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
E
CO
RP
S
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
AT
LA
N
TI
C
OF
1701821
P-
S
O F
AR
M
O R
Y
FINAL SUBMITTAL
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
C-516
* DESIGNER MAY WANT TO CONSIDER REQUIRING 1/4 SLAB THICKNESS
c. 1/6 SLAB THICKNESS FOR PAVEMENTS MORE THAN 18 INCHES *
b. 3 INCHES FOR PAVEMENTS 12-18 INCHES *
a. 1/4 SLAB THICKNESS FOR PAVEMENTS LESS THAN 12 INCHES
D = DEPTH OF SEALANT (1.0 TO 1.5 x W)
W = WIDTH OF SEALANT RESERVOIR (3/4")
NOTE: TOP OF SEALANT WILL BE 1/8-IN. TO 1/4-IN. BELOW TOP OF PAVEMENT.
FORMER (CONTRACTION JOINT)
T = DEPTH OF INITIAL SAWCUT OR INSERT TYPE JOINT
PAVEMENT
SURFACE
PAVEMENT
SURFACE
POURED
JOINT
SEALER
POURED
JOINT SEALER
POURED
JOINT
SEALER
W W W
D
T
D
INITIAL SAWCUT
(1/8") OR INSERT
BUTT JOINT
SEPARATING
TAPETAPE
SEPARATING
CRACK
JOINT BOTTOM
JOINT BOTTOM
JOINT BOTTOM
JOINT
FILLER
CONTRACTION
JOINT
CONSTRUCTION
JOINT
EXPANSION
JOINT
D jacheek Rectangle
7'CHL-3SBW
7'CHL-3SBW
WOODS
WOODS
WOODS
CABLE BOX
INV=18.91'-FES
INV=19.82'-FES
18"RCP
RIP-RAP
RIP-RAP
ASPHALT
ASPHALT
ASPHALT
T
T
C
X X
X
X X
X X X
X
X
X
X
X
X
LEGEND
I, BRUCE D. BEAVERS, CERTIFY THAT THIS SURVEY WAS COMPLETED UNDER
MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER
MY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED AT THE 95% PERCENT
CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS;
THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A
TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS AA, AND THAT THE
FIELD DATA WAS COMPLETED ON AUGUST 9, 2022; THAT THE SURVEY MAPPING WAS
COMPLETED ON AUGUST 16, 2022; AND ALL COORDINATES ARE BASED ON NC
'NAD 83'/2011 AND ALL ELEVATIONS ARE BASED ON NAVD 88.
BRUCE D. BEAVERS PLS L-3451
NOTES:
1. THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC FEATURES AND
INFORMATION ONLY AND IS NOT TO BE USED FOR BOUNDARY OR PROPERTY
OWNERSHIP INFORMATION.
2. THIS DRAWING REPRESENTS THE EXISTING CONDITIONS AS OF AUGUST 9, 2022.
3. SURVEYED BY: STANTEC CONSULTING SERVICES INC.
4. SURVEY DATE: AUGUST 16, 2022
5. HORIZONTAL DATUM: NAD83/2011 NC STATE PLANE US SURVEY FEET.
6. VERTICAL DATUM: NAVD 88, GEOID 12A.
7. THIS MAP DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE LOCATION
OF ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON OR NEAR THE PROPERTY.
8. UNDERGROUND UTILITIES ARE NOT A PART OF THIS SURVEY.
CONC
EOI
FES
RCP
CHL
3SBW
LIGHT POLE
POWER POLE
TELEPHONE MANHOLE
SIGN
GUY WIRE
MONUMENT
SURVEY CONTROL
SANITARY SEWER MANHOLE
CONCRETE
END OF INFORMATION
FLARED END SECTION
REINFORCED CONCRETE PIPE
CHAIN LINK
3 STRAND BARBED WIRE
WOODS
FENCE
LIDAR DATA AREA
STORM PIPE
T
SD
E
E
E
E
E
E E
E E
E E
E
W
W
W
W
W
W
W W
W
W W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
20'
10'
15'
20'
20'
15'
20'
20'
20'
15'
10'
10'
15'
20'
25'25'
25'
30'
21'
24'
FO
FO
FO
FO
FO
FO
FO
FO
T
T
T
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T
T
T
T
T
T
T
T
G
G
G
G
G
G
G
G
G
X X X X X X X X X X X X X X X
X X
X X
X X
XXX
XX
X
X X
X X X
X
T
J
LODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LODLOD
LO
D
LOD
LOD
LOD
LODLOD
LOD
LOD
LO
DLOD
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
E
CO
RP
S
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
AT
LA
N
TI
C
OF
1701821
P-
S
O F
AR
M
O R
Y
FINAL SUBMITTAL
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
NORTH
PLAN
CD100
X X X X X X X X X X X X X X X
X X
X X
X X
XXX
XX
X
XX
X X X
X
LOD
LOD
LOD
LOD
LODLOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
7'CHL-3SBW
7'CHL-3SBW
WOODS
WOODS
WOODS
INV=18.91'-FES
INV=19.82'-FES
18"RCP
RIP-RAP
RIP-RAP
ASPHALT
ASPHALT
T
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
SD
SD
E
E
E
E
E
EE
E
E
E
E
E
E
E
E E
E
E E
E E
E E
E E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W
W
W W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T
T
T
T
T
T
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
E
CO
RP
S
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
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1701821
P-
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M
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FINAL SUBMITTAL
SY
M
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C R
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TI
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AP
PR
NORTH
PLAN
CD101
WOODS
INV=19.82'-FES
18"RCP
RIP-RAP
ASPHALT
ASPHALT
T
X X
X X
X X
X
X
X
X
X
X
X X
SD
SD
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
X X
X X
X X
X X
X X
X X
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X X
X X
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X X
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X
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X
X
X
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X X
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X X
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X X
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X X
X X
XX
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X
X
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X
X
X
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D
SD
SD
SD
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LOD
LOD
LOD
LODLOD
LOD
LO
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LO
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LO
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LO
D
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LOD
LOD
LOD
LOD
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LOD
LOD
LOD
LOD
LO
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LOD
LOD
LOD
LOD
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LO
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LO
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LOD
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LOD
LOD
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LO
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LO
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LO
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LO
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LO
D
LO
D
LO
D
LO
D
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LOD
LOD
LOD
LOD
LOD
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SD
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SD
26.10
25.94
25.26
26.28
26.57
27.10
25.90
26.
25.
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24.19
23.30 22.90
23.35 23.35
23.52 23.3324.00
23.38
24.14
24.28
24.31
24.38 23.53
23.52
24.37
23.39
23.28 22.39
22.89 22.71
22.59
22.68
22.54 22.32
22.42
23.22
24.00 24.00
24.00
23.84
23.84
23.88
23.88
23.50
24.00 24.00
23.88 23.88
23.50
23.50 23.19
24.00 24.00
24.00
24.00
24.0024.0024.00
23.80
23.80
22.32
22.62
22.59 22.58
22.62
22.62
22.69
22.72
A1.1
A1
A4
A4.1
A3.1 A3
A5 A5.1
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23.88
24.19
23.59
4.1
3.9%
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-2.3%
-1.4%
-4.0%
-2.8%
-2.5%
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0.0%
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
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EP
AR
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AV
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AC
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DRAWFORM REVISION: 25 AUGUST 2020
IP
T
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CO
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NA
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FINAL SUBMITTAL
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M
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PR
NORTH
PLAN
CG101
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X
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X
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X
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E
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E
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E E
E E
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W
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W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W
W
W W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SF
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SF
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TP
TP
TP
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TP
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TP
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TP
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TP/SF
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SF
SF
SF
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SF
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SF
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24 24
15 14
20 21
23 19
16 15
15 14
X X
X X
X X
X X
X X
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X X
X X
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X X
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X X
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X X
XX
X
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X
X X
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X X
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X X
X
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X
D
SD
SD
SD
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LOD
LOD
LOD
LOD
LODLOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
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LOD
LOD
LOD
LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LO
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LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
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LO
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LO
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LO
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LO
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LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
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SD
D
SD
17.5
17.5
17.5 18 19
19 18
19 18
18 19
21 23
20 20
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
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1 2 3 4 5
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D
EP
AR
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EN
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AV
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AV
AL
F
AC
IL
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IE
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EN
G
IN
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R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
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CO
RP
S
NA
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L
ST
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X X
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SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
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AR
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AL
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IN
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G C
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AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
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CO
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NA
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M
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DC
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DCJ DCJ DCJ
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TC
J
TC
J
TC
J
TC
J
TC
J
TC
J
TC
J
TC
J
TETETETE
TE
TE
TE
R
RR R R
R
R
R
CJ
CJ CJ
CJ
CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ CJ
CJ
CJ
CJCJ
CJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJ
CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ
DJDJ
DJDJ DJDJ
CJCJ
CJ CJ
DCJDCJ
CJ CJ
CJ CJ
DJDJ DJDJ
DJ CJ
CJCJ
DCJDCJ
CJ CJ
CJCJ
DJ DJ
RR
R R R R
DCJ DCJ DCJ DCJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
CJ
TE
DJ DJ
DJDJ
DJ
DCJ DCJ DCJ DCJ
DCJ DCJ DCJ DCJDCJ DCJ DCJ
CJ
CJ
CJ CJ
CJCJ
DJ DJ
DJDJ
DJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
DJ
DJ
CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ
CJ
DJ DJ
CJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
DJ
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
E
CO
RP
S
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
AT
LA
N
TI
C
OF
1701821
P-
S
O F
AR
M
O R
Y
FINAL SUBMITTAL
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
NORTH
PLAN
CS103
jacheek Stamp
Rectangle
T
X X
X X
X X
X
X
X
X
X
X
X
X X
E
E
E
E
E
EE
E
E
E
E
E
E
E
E E
E
E E
E E
E E
E E
E E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W
W
W
WW
W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T
T
T
T
T
T
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X X
X
X X
X X
X X
X X
X X
X
F
H
Y D
H Y D
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
W
W
W
W
W
W
W
W
W
W
W
W
CO
CO
F
CO
CO
H Y
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
XX
X
X
X
X X
X X
X X
X X
X X
X
X
X
X X
X
F
F
F
F
F
F
CO
CO
UG
C
UG
C
UGC
UGC
UG
C
U G
C
LOD
LOD
LOD
LOD
LODLOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
G
G
G
G
G
G
G
UG
C
T UGE
UG
E
UG
E
UG
E
UG
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O H
E O
H E
O H
E
T
T
J
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
E
CO
RP
S
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
AT
LA
N
TI
C
OF
1701821
P-
S
O F
AR
M
O R
Y
FINAL SUBMITTAL
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
NORTH
PLAN
CU101
ASPHALT
T
X X
X X
X X
X
E
E
E
E
E
E
E
E
E E
E
E E
E E
E E
E E
E E
W
W
W
W
W W
W W
W W
W W
W
W
W
WW
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
30'
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO T
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T
T
T
T
T
T
T
T
T
T
T
T
G
G
G
G
G
G
G
G
G
G
G
X X
X X
X X
X X
X
X X
F
F
F
F
F
F
F
F
F
W
W
W
W
W
W
W
W
CO
CO
CO
H Y
D
X
X
X
X X
X
DF
F
F
F
SD
CO
UG
C
UG
C
UGC
UGC
UG
C
UG
C
FL
FL
FL
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LOD
LOD
LO
D
LOD
LOD
LO
D
LO
D
LO
D
LO
D
G
G
G
G
G
UG
C
T UGE
UG
E
UG
E
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
INV=19.82'-FES
18"RCP
RIP-RAP
ASPHALT
ASPHALT
T
X
X
X
X
X
X
SD
SD
E
E
E
E
E
E
EE
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
20'
25'25'
21'
24'
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T
T
T
T
T
T
T
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T
T
T
T
T
T
T
T
T
T
T
T
T
G
G
G
G
G
G
G
G
G
G
G
G
X X
X X
X X
X
D
H Y D
F
F
F
F
F
F
F
F
F
D
X
X
X
X
X
X
X
X
CO
SD
SD
SD
UGC
LOD
LOD
LOD
LODLOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
OHE
OHE
OHE
OHE
OHE
OHE
OHE
O H
E O
H E
O H
E
T
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
E
CO
RP
S
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
AT
LA
N
TI
C
OF
1701821
P-
S
O F
AR
M
O R
Y
FINAL SUBMITTAL
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
CU207
S
J
LODLODLODLOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LODLOD
T
J
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
E
CO
RP
S
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
AT
LA
N
TI
C
OF
1701821
P-
S
O F
AR
M
O R
Y
FINAL SUBMITTAL
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
CU208
G40" G40" G40"
J
J
J
J
J
J
J
F1
HQ TE
AM
TE
AM
TE
AM
TE
AM
HQ TE
AM
TE
AM
TE
AM
TE
AM
HQ
TE
AM
TE
AM
TE
AM
TE
AM
4 HQ
TE
AM
TE
AM
TE
AM
TE
AM
HQ TE
AM
TE
AM
TE
AM
TE
AM
HQ TE
AM
TE
AM
TE
AM
TE
AM
HQ
TE
AM
TE
AM
TE
AM
TE
AM
4 HQ
TE
AM
TE
AM
TE
AM
TE
AM
HQ TE
AM
TE
AM
TE
AM
TE
AM
HQ
TE
AM
TE
AM
TE
AM
TE
AM
HQ TE
AM
TE
AM
TE
AM
TE
AM
HQ
TE
AM
TE
AM
TE
AM
TE
AM
POWER NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
ALL ELECTRICAL BOXES MOUNTED IN RATED WALLS MUST COMPLY WITH ALL
REQUIREMENTS OF THE IBC. UNLESS OTHERWISE NOTED, DEVICES SHOWN
IN RATED WALLS MUST BE FLUSH WITH CONDUIT CONCEALED. PROVIDE
HORIZONTAL SEPARATION, PUTTY PADS, RATED BOXES ETC. AS REQUIRED
FOR REQUIRED INSTALLATION.
SEE VOLTAGE DROP SCHEDULE FOR WIRE SIZING INFORMATION FOR ALL
BRANCH CIRCUITS OVER 65' IN LENGTH.
ALL RECEPTACLES WITHIN 6 FEET FROM THE OUTSIDE EDGE OF ANY SINK
MUST BE GFI PER NEC 210.8(B)(5).
LOCATE ALL DEVICES, EQUIPMENT, AND/OR JUNCTION BOXES REQUIRING
ACCESS IN ACCESSIBLE LOCATIONS. AT HARD CEILING AREAS, COORDINATE
ANY ACCESS HATCHES WITH ARCHITECT PRIOR TO INSTALLATION AND
ROUGH-IN. TYPICALLY, ELECTRICAL DEVICES, ETC REQUIRING ACCESS MUST
AVOID HARD CEILING AREAS OR MUST SHARE ACCESS POINTS WITH
SUPPLIED MECHANICAL/PLUMBING EQUIPMENT (DISCONNECTS, ETC).
SEE ARCHITECTURAL SHEETS FOR INDICATIONS OF RATED WALLS.
PROVIDE LABEL PRINTER TYPE LABELING FOR ALL RECEPTACLES INDICATING
SOURCE FEED WITH PANEL AND CIRCUIT NUMBER.
PROVIDE MACHINE ENGRAVED PLACARD LABELING ATTACHED WITH RIVETS
TO ALL DISCONNECTS, PANELS, AND MOTOR-DISCONNECT SWITCHES
INDICATING EQUIPMENT NAME, VOLTAGE AND PHASE, AMPERAGE, HERTZ
AND SOURCE FEED.
ALL DISCONNECT SWITCHES MUST BE HEAVY DUTY TYPE.
CONTRACTOR MUST LOCATE JUNCTION BOXES, CONDUIT BODIES OR OTHER
EQUIPMENT OR FITTINGS ABOVE INACCESSIBLE CEILING SUCH THAT THEY
HAVE ACCESS PER NEC REQUIREMENTS.
REFERENCE EQUIPMENT CONNECTIONS SCHEDULE ON SHEET E-605.
G
CORRIDOR
DUTY
CORRIDOR
REG OFFICE
1ST BN OFF
2ND BN OFF
3RD BN OFF
COMM
CONFERENCE
BREAK
REG KTR
WOMEN
MEN
SPRINKLER
JAN
BUNK
ELECTRICAL
HOT MECH
MECHANICAL
MDP
L
P1C P1B
P1A
H1
G
G
G
G
G
G
GWP
GWR
G40" G40" G40"
G
GWP
E-401 A2
GWP
GWP
G
G44"
G44"
G
G
G
G
G
P1B-19
P1B-21
P1B-27
P1B-25
P1A-19 P1A-21
P1A-25
P1A-23 P1A-17
P1A-15
P1A-1
P1A-3
P1A-5
P1A-7 P1A-9 P1A-11 P1A-13
P1A-27
P1A-22
P1B-9
W/GFI
T
TV
TA
TB
P1A-29 FMCP AMP BPS
P1C-6
P1C-4
W/LOCK
W/LOCK
W/LOCK
P1C-2
TRN
P1C-8
TV
TV
TV
TV
TV
TV
TV
P1B-23
P1B-33
P1B-31
AREA B AREA CAREA A
SATISFACTORY TO
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G C
O M
M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
IP
T
M
AR
IN
E
CO
RP
S
NA
VA
L
ST
AT
IO
N
- N
OR
FO
LK
, V A
M
AR
IN
E
C O
R
PS
B
AS
E C
AM
P
LE
JE
U N
E, N
C
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
M
ID
AT
LA
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AS INDICATED
Approved by Michael Foy, PE, Resident Engineer, MARSOC
9/
/2
1:
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PM
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1701821
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FINAL SUBMITTAL
12917083
10.08.2024
JTR MKW JTR
SL/RC
WRB
EJA
HPN
E-
PLAN NOTES
1 PROVIDE RELAY ABOVE CEILING FOR CONTROLLED RECEPTACLE
CONNECTION TO OCCUPANCY SENSOR. COORDINATE EXACT
REQUIREMENTS WITH EQUIPMENT SUPPLIER.
2 CONNECT FIRE ALARM PANELS. COORDINATE WITH FIRE PROTECTION.
3 DISCONNECT FOR TRANSFORMER SECONDARY FEED SERVING PANEL
'T'. SEE ELECTRICAL RISER DIAGRAM FOR DETAILS.
1/8" = 1'-0"
A3 FLOOR PLAN - AREA 'A' - POWER
1" = 60'-0"
A5 KEY PLAN - AREA 'A'
N
GRAPHIC SCALE: 1/8"=1'-0"
8' 0 4' 8' 16'
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POWER NOTES
1.
2.
3.
4.
5.
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10.
ALL ELECTRICAL BOXES MOUNTED IN RATED WALLS MUST COMPLY WITH ALL
REQUIREMENTS OF THE IBC. UNLESS OTHERWISE NOTED, DEVICES SHOWN
IN RATED WALLS MUST BE…
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