Attachment B - 1689103_Design Revision 01_DWGS.pdf
PDF 13 MB Posted
- Attached to
- NCIS Office Renovations at CEP-177
- Solicitation number
- N4008524R2737
About this file
The provided document is Attachment B - 1689103_Design Revision 01_DWGS.pdf, which appears to be technical drawings associated with the federal contract opportunity for NCIS Office Renovations at CEP-177, Solicitation Number N4008524R2737. This opportunity is being issued by the Department of the Navy Naval Facilities Engineering Command (NAVFAC). The solicitation requires contractors to provide design and construction services for office renovations. Key details include the solicitation number, contract title, federal agency involved, and instructions to login to the PIEE system to obtain more information about the opportunity. This document does not contain any specific requirements or performance information, but rather provides technical drawings that would be part of the solicitation package.
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DOOR NUMBER
(REFER TO DOOR SCHEDULE)
DOOR TAG
ARCHITECTURAL SYMBOLS
PARTITION TYPE DESIGNATION
(REFER TO PARTITION SCHEDULE)
PARTITION TYPE
INDICATOR
PARTITION IN PLAN
REFER TO SHEET GI002 FOR
ADDITIONAL PROJECT SYMBOLS
SIGNAGE TYPE MARK
(REFER TO SIGNAGE SCHEDULE)
SIGNAGE TYPE TAG1
MATERIALS LEGEND
CONCRETE MASONRY UNIT
CAST-IN-PLACE CONCRETE
STEEL
BATT/LOOSE FILL INSULATION
RIGID INSULATION
WOOD - ROUGH
WOOD BLOCKING
EIFS - PAINTED
CMU - PAINTED
SECTION ELEVATION
CMU - PAINTED - ACCENT
GLAZED BLOCK
GLAZING
SPANDREL GLAZING / STEEL PANEL
CONCRETE FOUNDATION
EARTH / COMPACT FILL
POROUS FILL / GRAVEL
ALUMINUM
BRICK
GYPSUM BOARD
PLYWOOD
SAND / MORTAR / PLASTER
ACOUSTICAL TILE CEILING
CERAMIC TILE
FINISHED WOOD
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
CHIEF ENG/ARCH
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
M
ID
-A T
LA
N
T
IC
N A
V A
L S
T A
T
IO
N
N O
R F
O L K
V
A
AS NOTED
/1
/2
:2
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A
M
C U s e rs
\e ri c .s u n d e rl a n d \D o c u m e n ts
\R E
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F ile s \C
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A
R e ri c .s u n d e rl a n d .r v t
A-001
B
LD
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-1
N C
IS
O
F F
IC
E
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N O
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N
A R
C H
IT
E
C
TU
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O
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S A
N D
S Y
M B
O
LS
ALP
12,910,596
EJS EJS
05/30/2024
JUVY GIBSON, NCIS
ERIC SUNDERLAND, R.A.
1689103
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
J. C. MILLER, P.E.
ALP
M
ID
L A
N T
P
W D
N O
R F
O L K
A -0
A ALL ITEMS INDICATED TO BE REMOVED MUST BE DISPOSED OF OFF SITE
UNLESS OTHERWISE NOTED.
B ALL MATERIALS MUST BE NEW AND PROVIDED BY THE CONTRACTOR UNLESS
SPECIFICALLY NOTED AS EXISTING OR AS PROVIDED BY THE GOVERNMENT.
C ALL WOOD BLOCKING AND MISCELLANEOUS STEEL SHOWN IN DETAILS AND
SECTIONS MUST BE CONTINUOUS UNLESS SPECIFICALLY NOTED
OTHERWISE.
D VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING
WITH THE WORK. DIMENSIONS FOR EXISTING WORK ARE INDICATED AS "±".
ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE CONTRACTING OFFICER IN WRITING.
E DEMOLITION OF FIRE PROTECTION, PLUMBING, MECHANICAL AND
ELECTRICAL ITEMS INDICATED ON THE ARCHITECTURAL DRAWINGS IS NOT
INTENDED TO INCLUDE ALL NECESSARY DEMOLITION WORK FOR THESE
ITEMS. REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL AND
ELECTRICAL DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.
F DIMENSIONS INDICATED FOR NEW WORK ARE TO FACE OF STUD, FACE OF
MASONRY OR FACE OF EXISTING SURFACES UNLESS OTHERWISE NOTED.
G STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER, AND
AT ONCE, REPORT TO THE ARCHITECT ANY ERRORS AND INCONSISTENCIES
OR OMISSIONS DISCOVERED. ANY CONSTRUCTION ACTIVITY PERFORMED
KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR
OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE
ARCHITECT, THE CONTRACTOR WILL ASSUME RESPONSIBILITY FOR SUCH
PERFORMANCE AND WILL BEAR THE AMOUNT OF THE COST OF THE
CONSTRUCTION.
SF SQUARE FOOT
SH SHINGLES / SINGLE HUNG
SIM SIMILAR
SPC SUSPENDED PLASTER CEILING
SPEC SPECIFICATION
SQ SQUARE
STD STANDARD
STOR STORAGE
STR STRAIGHT STRIKE / STRINGERS
SUSP SUSPENDED
T&B TOP AND BOTTOM
TEL TELEPHONE
THRES THRESHOLD
THRU THROUGH
TOS TOP OF SLAB / STEEL
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
V VOLT
VAR VARIATION
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VENT VENTILATION / VENTILATOR
VERT VERTICAL
VEST VESTIBULE
VS VENT STACK
VTR VENT THROUGH ROOF
VWC VINYL WALL COVERING
W WASTE / WATT / WEST / WIDE
W/ WITH
W/O WITHOUT
WC WATER CLOSET / WALL COVERING
WD WOOD
WH WATER HEATER
WP WATERPROOFING / WEATHERPROOF / WORKING
POINT
WSCT WAINSCOT
WT WEIGHT
WWF WELDED WIRE FABRIC
XRMR TRANSFORMER
NTS NOT TO SCALE
OA OUTSIDE AIR
OC ON CENTER
OD OUTSIDE DIAMETER / DIMENSION
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPT OPTIONAL
PCT PERCENT
PEJ PREMOLDED EXPANSION JOINT
PL PROPERTY LINE
PLAS PLASTER / PLASTIC
PLYWD PLYWOOD
PNL PANEL
PRELIM PRELIMINARY
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PAINT
QT QUARRY TILE
R RADUIS / RISER
RA RETURN AIR
RAD RETURN AIR DUCT
RB RESILIENT BASE
RD ROOF DRAIN / ROAD
REFL REFLECT
REFR REFRIGERATION
REINF REINFORCE
REQD REQUIRED
REV REVISION
RF RESILIENT FLOORING
RL ROOF LEADER
RM ROOM
RND ROUND
RO ROUGH OPENING
RS ROUGH SAWN
RT RIGHT
S SOUTH
SAPC SUSPENDED ACOUSTICAL PANEL CEILING
SCHED SCHEDULE
SECT SECTION
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED
GFGI GOVERNMENT FURNISHED GOVERNMENT INSTALLED
GL GLASS / GROUND LEVEL
GR GROSS
GSU GLAZED STRUCTURAL UNIT
GYP GYPSUM
H HIGH
HB HOSE BIB
HDW HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HT HEIGHT
HVY HEAVY
ID INSIDE DIAMETER
INSUL INSULATION / INSULATED
INT INTERIOR
J-BOX JUNCTION BOX
JAN JANITOR CLOSET
LAV LAVATORY
LB POUND
LT LIGHT
MACH MACHINE
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFG MANUFACTURING
MIN MINIMUM / MINUTE
MISC MISCELLANEOUS
ML MATCH LINE
MO MASONRY OPENING / MOTOR OPERATED
MTD MOUNTED
MTG MOUNTING / MEETING
MTL METAL
MWP MEMBRANE WATERPROOFING
N NORTH
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
CPT CARPET / COMMON PATH OF TRAVEL
CT CERAMIC TILE
CTR CENTER
D DEPTH / DEEP
DEG DEGREE
DEMO DEMOLITION
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DR DRAIN
DS DOWNSPOUT
DW DISHWASHER
DWG DRAWING
E EAST
EA EACH
EIFS EXTERIOR INSULATION & FINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRIC / ELECTRICAL
EPDM ETHLENE PROPYLENE DIEN MONOMER
EQ EQUAL
EQUIP EQUIPMENT
ETR EXISTING TO REMAIN
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION / EXPOSED / EXPAND
EXT EXTERIOR
FD FLOOR DRAIN
FDTN FOUNDATION
FF FINISH FACE
FG FIGURE
FHC FIRE HOUSE CABINET
FIN FLR FINISHED FLOOR
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUB / FACE OF SLAB
FR FRAME / FIRE RATING / FIRE RESISTANT
FT FOOT, FEET
AB ANCHOR BOLT
ACS PNL ACCESS PANEL
ADJ ADJUST
ALT ALTERNATE, ALTITUDE
ALUM ALUMINUM
ANOD ANODIZED
APPROX APPROXIMATE
ARCH ARCHITECT
ASPH ASPHALT
ATC ACOUSTICAL TILE CEILING
BD BOARD
BLDG BUILDING
BLW BELOW
BM BEAM
BOS BOTTOM OF SLAB / STEEL
BOT BOTTOM
BRG BEARING
BSMT BASEMENT
BTWN BETWEEN
C TO C CENTER TO CENTER
CAB CABINET
CEM CEMENT
CER CERAMIC
CI CAST IRON
CIP CAST IRON PIPE
CJ CONTROL / CONSTRUCTION JOINT
CLG CEILING
CLG REG CEILING REGISTER
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CND CONDUIT
CNDS CONDENSATE
CNSTR CONSTRUCTION
CNTR CNTR
CO CLEANOUT
COL COLUMN
CONC CONCRETE
CONN CONNECT
CONT CONTINUE / CONTINUOUS
CORR CORRIDOR
ARCHITECTURAL ABBREVIATIONS
GENERAL ARCHITECTURAL NOTES
S Y
M D
E S
C R
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A P
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I G N
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N
/1
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8/14/24
REF
NIC
C
A
B
2 3 4 5
VAULT /
FORENSICS
LAB
GARAGE
IT LAB
RECEPTION
RM
FORENSIC
CONSULT
114 DARK RM
MEN'S
TOILET
WOMEN'S
TOILET
ENTRY
VESTIBULE
CORRIDOR
ADMIN
OFFICE
FILE RM
101B
PRINTER
RM
101C
CORRIDOR
SSA
OFFICE
101A
OFFICE
CONF RM
STORAGE
RM
SERVER
RM
OFFICE
INTERVIEW
RM
D
E
19'-3 1/2" ± 16'-8" ± 20'-1 5/8" ±
153'-9" ±
'-2
/2
'-9
/2
5'
-1
1/ 2"
'-5
/2
'-0
'-4
'-4
59'-1" ± 94'-8" ±
'-1
3/
4"
'-5
/4
AD402
B1
'-1
3/
4"
'-8
/4
'-5
/4
1' -8
/8
'-2
/4
'-8
/4
BASE TOUR OFFICE
10 35
B3
AD201
C1
AD201
D1
AD201
B1
AD201
3/
4"
18'-6 1/4" ±15'-6" ±
4'-5" ±
22'-2" ±
5'-1 1/2" ±
31'-7 1/2" ± 28'-1" ± 6'-0 1/2 ±
18'-4" ±
18'-4" ± 16'-0 1/4" ± 9'-1 1/2" ± 13'-3 3/4" ±
'-3
/2
'-6
'-4
/4
4' -0
/4
3'-0"±
'-4
AD401
B1
6'-9 3/8"±6'-9 3/8"±
'-9
/4
11'-10 1/2"± 14'-4"±
4' -6
8'
-9
15'-5"±10'-3 1/2"±
7'-2 1/4"± 4'-8 1/4"±
AD402
A1
AD401
A1
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
CHIEF ENG/ARCH
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
M
ID
-A T
LA
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T
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N A
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T A
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O L K
V
A
AS NOTED
/1
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A
R e ri c .s u n d e rl a n d .r v t
AD101
B
LD
G C
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-1
N C
IS
O
F F
IC
E
R E
N O
V A
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IO
N
O V
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A
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F
LO
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P
LA
N
D E
M O
LI
TI
O N
ALP
12,910,597
EJS EJS
05/30/2024
JUVY GIBSON, NCIS
ERIC SUNDERLAND, R.A.
1689103
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
J. C. MILLER, P.E.
ALP
M
ID
L A
N T
P
W D
N O
R F
O L K
A D
GENERAL SHEET NOTES
DEMOLITION KEYNOTES#
0 4' 8' 16'
PLAN
NORTH
SCALE: 1/8" = 1'-0"
OVERALL FLOOR PLAN - DEMOLITION
B1
KEYPLAN
PLAN
NORTH
A REFER TO SHEET GI002 FOR ADDITIONAL GENERAL PROJECT NOTES.
B THE GENERAL INTENT OF DEMOLTION WORK IS TO COMPLETELY REMOVE
ALL ITEMS OF EXISTING CONSTRUCTION, WHERE NOTED OR INDICATED,
INCLUDING BUT NOT LIMITED TO: ANCHORS, FASTENERS, BRACKETS, CLIPS,
RODS, HANGERS, AND SUPPORTS COMPLETE.
C DIMENSIONS OF EXISTING CONDITIONS ARE BASED ON HISTORIC
DOCUMENTATION AND FIELD INVESTIGATIONS. VERIFY ALL DIMENSIONS AND
CONDITIONS IN THE FIELD PRIOR TO PERFORMING ANY WORK. BRING
DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR
TO PERFORMING THE WORK.
D REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
E COORDINATE DEMOLITION WORK SHOWN HERE WITH HAZARDOUS MATERIAL
ABATEMENT WORK ON DRAWING HM101. ASSUME ALL ELEMENTS IDENTIFIED
WITH DEMOLITION LINE WORK BUT NOT NOTED ON THIS SHEET ARE WORK
ITEMS ASSOCIATED HAZMAT ABATEMENT.
1 DEMOLISH EXISTING PARTITION COMPLETE.
2 DEMOLISH EXISTING DOOR, FRAME, AND HDW COMPLETE.
3 DEMOLISH EXISTING DOUBLE DOORS, FRAME, AND HDW COMPLETE.
4 EXISTING DOOR, FRAME, AND HDW TO REMAIN.
5 EXISTING DOUBLE DOORS, FRAME, AND HDW TO REMAIN.
6 EXISTING COILING OVERHEAD DOOR TO REMAIN. REFER TO DOOR SCHEDULE
ON AE601 FOR ADDITIONAL REQUIREMENTS.
7 DEMOLISH BASE AND WALL CABINETS AND COUNTERTOP COMPLETE.
8 DEMOLISH CARPET FLOORING, RESILIENT WALL BASE, AND ASSOCIATED
ADHESIVE COMPLETE TO CONCRETE SUBSTRATE BELOW.
9 DEMOLISH RESILIENT TILE FLOORING, RESILIENT WALL BASE, AND
ASSOCIATED ADHESIVE COMPELTE.
10 EXISTING SEALED CONCRETE FLOOR FINISH TO REMAIN..
NCIS
OFFICE
BASE
TOUR
S Y
M D
E S
C R
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I O N
D A
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/1
4/ amanda.pillo Typewritten Text
C
A
B
2 3 4 5
D
E
114 116
101A
110 108 100
HD
UN
UN
101B 101C
(9'-7"±)
(9'-11"±)
(9'-11"±)
(8'-11"±)
(9'-11"±)
(8'-6"±)(8'-6"±)
(9'-0"±)
(9'-0"±)
(8'-6"±)
(9'-0"±) (9'-0"±) (8'-9"±)
(8'-7"±)
(8'-5"±)
(8'-8"±)
(8'-7"±)
(8'-6"±)
(12'-8"±)
(9'-0"±)
(8'-6"±) M
M
M
M
M
M
M
M
M
M
M
BASE TOUR OFFICE
REFLECTED CEILING PLAN LEGEND
SYMBOL DESCRIPTION
SUSPENDED ACT CEILING ASSEMBLY.
LIGHT FIXTURE.
REFER TO ELECTRICAL DRAWINGS.
EMERGENCY LIGHT FIXTURE.
REFER TO ELECTRICAL DRAWINGS.
CEILING SUPPLY DIFFUSER.
REFER TO MECHANICAL DRAWINGS.
CEILING RETURN OR EXHAUST.
REFER TO MECHANICAL DRAWINGS.
NO CEILING - EXPOSED TO ROOF DECK ABOVE.
GYPSUM BOARD CEILING.
BASE TOUR AREA CEILINGS ARE ACT-TYPE AND EXISTING
TO REMAIN (GRIDS NOT SHOWN FOR CLARITY).
HORN/STROBE.
REFER TO FIRE PROTECTION DRAWINGS.
EXIT LUMINAIRE.
REFER TO ELECTRICAL DRAWINGS.
MOTION SENSOR.
REFER TO ELECTRICAL DRAWINGS.
FINISHED CEILING HEIGHT ABOVE FINISHED FLOOR(X'-X")
SPRINKLER HEAD.
REFER TO FIRE PROTECTION DRAWINGS.
SYMBOL DESCRIPTION
UN
M
SMOKE DETECTOR.
REFER TO FIRE PROTECTION DRAWINGS.
CLEAR/UNCLEAR SECURITY STROBE.
REFER TO ELECTRICAL DRAWINGS.
EMERGENCY BATTERY POWERED LIGHT FIXTURE.
REFER TO ELECTRICAL DRAWINGS.
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
CHIEF ENG/ARCH
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
M
ID
-A T
LA
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AS NOTED
/1
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A
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C U s e rs
\e ri c .s u n d e rl a n d \D o c u m e n ts
\R E
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A
R e ri c .s u n d e rl a n d .r v t
AD102
B
LD
G C
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-1
N C
IS
O
F F
IC
E
R E
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O V
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F
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C
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D C
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IN
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P
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N
D E
M O
LI
TI
O N
ALP
12,910,598
EJS EJS
05/30/2024
JUVY GIBSON, NCIS
ERIC SUNDERLAND, R.A.
1689103
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
J. C. MILLER, P.E.
ALP
M
ID
L A
N T
P
W D
N O
R F
O L K
A D
GENERAL SHEET NOTES
DEMOLITION KEYNOTES#
0 4' 8' 16'
PLAN
NORTH
SCALE: 1/8" = 1'-0"
REFLECTED CEILING PLAN - DEMOLITION
B1
KEYPLAN
PLAN
NORTH
1 DEMOLISH SUSPENDED ACOUSTICAL CEILING TILE, GRID, SUSPENSION
SYSTEM, AND LOOSE LAID CEILING INSULATION OVERHEAD COMPLETE.
2 DEMOLISH GYPSUM BOARD CEILING, SUPPORTS, AND LOOSE LAID
INSULATION OVERHEAD COMPLETE.
3 NO CEILING, EXPOSED TO STRUCTURE ABOVE.
4 BASE TOUR AREA CEILINGS ARE OUTSIDE THE PRIMARY AREA OF WORK.
REMOVE, SALVAGE, AND REINSTALL CEILING TILES AS REQUIRED TO
COMPLETE FA WORK. REFER TO FIRE PROTECTION FOR ADDITIONAL
INFORMATION.
A REFER TO SHEET GI002 FOR ADDITIONAL GENERAL PROJECT NOTES.
B THE GENERAL INTENT OF DEMOLTION WORK IS TO COMPLETELY REMOVE
ALL ITEMS OF EXISTING CONSTRUCTION, WHERE NOTED OR INDICATED,
INCLUDING BUT NOT LIMITED TO: ANCHORS, FASTENERS, BRACKETS, CLIPS,
RODS, HANGERS, AND SUPPORTS COMPLETE.
C REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
D THERE IS EVIDENCE OF LOOSE LAID FIBERGLASS BATT INSULATION ABOVE
ALL CEILING TILES IN EXISTING ACT CEILING AREAS.
NCIS
OFFICE
BASE
TOUR
S Y
M D
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FIRST FLOOR
0"
LOW ROOF - WEST BAY
12'-7"
TOP OF CANOPY
14'-0"
TOP OF PARAPET - EAST BAY
16'-4"
5 6
NCIS OFFICE
59'-1" ±
NCIS OFFICE
93'-4" ± 1'-4" ±
16 16
1 1
TYP
TYP
334336
17 17
C1
AE502 1
FIRST FLOOR
0"
LOW ROOF - WEST BAY
12'-7"
5 6
NCIS OFFICE
59'-1" ±
BASE TOUR OFFICE - N.I.C.
94'-8" ±
3 79 6
NAVAL STATION TOURS
FIRST FLOOR
0"
LOW ROOF - WEST BAY
12'-7"
C A
NCIS OFFICE
44'-0" ±
TYP
6 36
FIRST FLOOR
0"
TOP OF CANOPY
14'-0"
TOP OF PARAPET - EAST BAY
16'-4"
A E
NCIS OFFICE
24'-10 3/4" ±
BASE TOUR OFFICE - NIC
35'-5 1/4" ±
1' -0
NAVAL STATION TOURS
ELEVATION LEGEND
SYMBOL DESCRIPTION
EXISTING COATING TO BE REMOVED
EXISTING OVERHEAD DOOR COATING TO BE REMOVED
EXISTING EXTERIOR COATING TO REMAIN, NIC
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
CHIEF ENG/ARCH
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
M
ID
-A T
LA
N
T
IC
N A
V A
L S
T A
T
IO
N
N O
R F
O L K
V
A
AS NOTED
/1
/2
:2
:2
A
M
C U s e rs
\e ri c .s u n d e rl a n d \D o c u m e n ts
\R E
V
IT
F ile s \C
E P
A
R e ri c .s u n d e rl a n d .r v t
AD201
B
LD
G C
E P
-1
N C
IS
O
F F
IC
E
R E
N O
V A
T
IO
N
B U
IL
D
IN
G
E
LE
V A
TI
O
N S
D
E M
O
LI
TI
O
N
ALP
12,910,600
EJS EJS
05/30/2024
JUVY GIBSON, NCIS
ERIC SUNDERLAND, R.A.
1689103
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
J. C. MILLER, P.E.
ALP
M
ID
L A
N T
P
W D
N O
R F
O L K
A D
0 4' 8' 16'SCALE: 1/8" = 1'-0" (AD101)
BUILDING ELEVATION - SOUTH - DEMOLITION
C1
0 4' 8' 16'SCALE: 1/8" = 1'-0" (AD101)
BUILDING ELEVATION - NORTH - DEMOLITION
D1
0 4' 8' 16'SCALE: 1/8" = 1'-0" (AD101)
BUILDING ELEVATION - WEST - DEMOLITION
B30 4' 8' 16'SCALE: 1/8" = 1'-0" (AD101)
BUILDING ELEVATION - EAST - DEMOLITION
B1
GENERAL SHEET NOTES
DEMOLITION KEYNOTES#
A REFER TO SHEET GI002 FOR ADDITIONAL GENERAL NOTES.
B EXISTING EXTERIOR WALL COATING IS SUSPECTED OF CONTAINING
LEAD-BASED PAINT. ALL DEMOLITION WORK ASSOCIATED WITH REMOVAL OF
THIS COATING MUST TREATED AS A HAZARDOUS MATERIAL AND ABATED
ACCORDINGLY. REFER TO SHEET HM101 FOR ADDITIONAL REQUIREMENTS
AND ASSUMED QUANTITIES.
C THE WORK INCLUDES THE DEMOLITION AND REMOVAL OF ALL
CONSTRUCTION INDICATED, NOTED, OR NECESSARY TO ACCOMPLISH THE
WORK AS INDICATED OR SPECIFIED. IT IS THE GENERAL INTENT OF THE
DEMOLITIOIN WORK TO COMPLETELY REMOVE ALL ITEMS OF EXISTING
CONSTRUCTION, WHERE NOTED OR INDICATED ON THE DRAWING,
INCLUDING, BUT NOT LIMITED TO: ANCHORS, FASTENERS, BRACKETS, CLIPS,
RODS, HANGERS, AND SUPPORTS COMPLETE.
D FOR CLARITY PURPOSES, SOME WALL MOUNTED EQUIPMENT & FIXTURES
ARE NOT SHOWN (CONDUITS, JUNCTION BOXES, OUTLETS, GROUNDING
WIRE, ETC.). FIELD VERIFY ALL LOCATIONS. REFER TO REFERENCE PHOTO
SHEETS FOR VISUAL REPRESENTATION OF EXISTING EQUIPMENT AND
CONDITIONS.
E WHERE WALL MOUNTED EQUIPMENT AND FIXTURES ARE SET TO BE
DEMOLISHED, PATCH ALL REMAINING ABANDONED WALL
OPENINGS/PENETRATIONS WHERE EQUIPMENT IS REMOVED. FOR BIDDING
PURPOSES, ASSUME THE FOLLOWING WALL PATCH REQUIREMENTS:
A. 20 EA CMU OPENINGS UP TO 4 SQUARE IN
B. 20 EA CMU OPENINGS UP TO 2 SQUARE IN
C. 20 EA CMU OPENINGS UP TO 1 SQUARE IN
F BUILDING ELEVATIONS, INCLUDING EQUIPMENT SHOWN ON THE ELEVATIONS,
ARE A VISUAL REPRESENTATION OF THE CONDITION OF THE BUILDING AT
THE TIME FIELD WORK WAS CONDUCTED. VERIFY ALL DIMENSIONS AND
CONDITIONS IN THE FIELD PRIOR TO PERFORMING ANY WORK. BRING ANY
DISCREPANCIES TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR
TO PERFORMING ANY WORK.
G FOR WALL INFILL LOCATIONS INDICATED ON THIS SHEET, INFILL WALL WITH
UNITS TO MATCH SIZE AND COURSING OF EXISTING ADJACENT EXTERIOR
CMU AND JOINTS. EXISTING EXTERIOR CMU WALL IS CONSTRUCTED OF 8" X
8" X 16" CMU BLOCKS.
1 REMOVE AND SALVAGE 3" X 4" DOWNSPOUT FOR REINSTALLATION.
2 EXISTING MASONRY WALL CONSTRUCTION TO REMAIN. SCRAPE TO REMOVE
LOOSE EXTERIOR PAINT COATING AND REPOINT DAMAGED CMU JOINTS IN
PREPARATION FOR NEW EXTERIOR WATERPROOFING COATING. FOR
BIDDING PURPOSES, ASSUME 100 LF OF CMU JOINT REPAIRS.
3 DISCONNECT, REMOVE, AND SALVAGE EXISTING EXTERIOR LIGHT FIXTURE
FOR REINSTALLATION.
4 DISCONNECT AND REMOVE EXISTING EXTERIOR LIGHT FIXTURE.
5 DEMOLISH 1/2" CMU EXPANSION JOINT COMPLETE.
6 REMOVE AND SALVAGE 5" X 5" ALUMINUM GUTTER FOR REINSTALLATION.
7 SCRAPE TO REMOVE LOOSE PAINT ON BOTH SIDES OF METAL COILING
OVERHEAD DOOR IN PREPRARATION FOR NEW PAINT COATING.
8 EXISTING BOLLARDS TO REMAIN, N.I.C.
9 REMOVE THRU-WALL POWERED VENTILATOR EXHAUST EQUIPMENT
COMPLETE, AND INFILL RESULTANT OPENING IN EXTERIOR CMU WALL.
10 EXISTING EXTERIOR FACILITY ELEMENTS TO REMAIN, NIC.
11 REMOVE AND SALVAGE EXISTING METAL SIGN FOR REINSTALLATION.
12 EXISTING BOLLARDS TO REMAIN, NIC.
13 DEMOLISH ABANDONED THRU-WALL VENT COMPLETE, AND INFILL
RESULTANT OPENING IN EXTERIOR CMU WALL.
14 EXISTING WALL MOUNTED EQUIPMENT TO REMAIN.
15 REMOVE AND SALVAGE ±8" TALL METAL COPING AS REQUIRED TO REMOVE
WALL COATING TO TOP OF MASONRY COURSING.
16 DEMOLISH INSULATED METAL DUCTWORK COMPLETE TO THRU-WALL
OPENING, AND INFILL RESULTANT OPENING IN EXTERIOR CMU WALL.
17 DEMOLISH EXISTING DOOR, FRAME, AND HDW COMPLETE.
18 DEMOLISH 3/8" CMU CONTROL JOINT COMPLETE.
19 REMOVE AND SALVAGE EXTERIOR ROOF ACCESS LADDER ASSEMBLY FOR
REINSTALLATION.
20 DISCONNECT, REMOVE, AND SALVAGE EXISTING WALL-MOUNTED
MECHANICAL EQUIPMENT, WALL SUPPORT BRACKETS, AND ASSOCIATED
APPURTENANCES FOR REINSTALLATION UPON COMPLETION OF EXTERIOR
WALL COATING REMOVAL AND REPLACEMENT. REFER TO MECHANICAL FOR
ADDITIONAL INFORMATION.
21 DISCONNECT AND REMOVE EXISTING WALL-MOUNTED ELECTRICAL
EQUIPMENT AND ASSOCIATED APPURTENANCES AS REQUIRED TO REMOVE
EXTERIOR WALL COATING. REFER TO ELECTRICAL FOR ADDITIONAL
INFORMATION.
THERE IS NO EXTERIOR WORK REQUIRED AT EAST ELEVATION. IT IS SHOWN
HERE FOR GENERAL REFERENCE AND ORIENTATION PURPOSES ONLY.
S Y
M D
E S
C R
IP
T
I O N
D A
T E
A P
P R
D
E S
I G N
R E
V
IS
IO
N
/1
4/
A
B
2 3 4 5
D
E
RECEPTION
FORENSIC
CONSULT
CORRIDOR
ADMIN
OFFICE
SSA
OFFICE
101A
OFFICE
CONF RM
STORAGE
RM
104A
SERVER
RM
DFE
OFFICE
MEN'S
TOILET
WOMEN'S
TOILET
108 ELEC
101B
ENTRY
VESTIBULE
KITCHENETTE
AE401
B1
GARAGE
DIGITAL
LAB
INTERVIEW
RM
VAULT /
FORENSICS
LAB
ADMIN
STORAGE
RM
MANAGEMENT
SUITE
OFFICE
102A
2.
2A
4A
B1
AE201
B3
AE201
D1
AE201
C1
AE201
1B
A
F
A
A
A
JAN
CLOSET
0.
3.
113.3
113.2
102.1 10
106.1
6.
0.
AE402
B1
BASE TOUR OFFICE
AE401
A1
AE402
A1
1A
C
A
B
2 3 4 5
D
E
VAULT /
FORENSICS
LAB
RECEPTION
FORENSIC
CONSULT
CORRIDOR
ADMIN
OFFICE
SSA
OFFICE
101A
OFFICE
CONF RM
SERVER
RM
DFE
OFFICE
MEN'S
TOILET
WOMEN'S
TOILET
ELEC
101B
ENTRY
VESTIBULE
KITCHENETTE
GARAGE
DIGITAL
LAB
INTERVIEW
RM
STORAGE
RM
104A
ADMIN
STORAGE
RM
MANAGEMENT
SUITE
OFFICE
102A
19'-3 1/2" ± 16'-8" ± 20'-1 5/8" ±
'-2
/2
'-9
/2
5'
-1
1/ 2"
'-5
/2
'-0
'-4
'-4
59'-1" ± 94'-8" ±
'-1
3/
4"
'-8
/4
153'-9" ±
'-5
/4
1' -8
/8
3/
4"
18'-6 1/4" ±15'-6" ±
31'-7 1/2" ± 6'-0 1/2 ±
18'-4" ± 16'-0 1/4" ± 9'-1 1/2" ± 13'-3 3/4" ±
'-3
/2
'-6
'-4
/4
4' -0
/4
3'-0"±
4'-5" ±
15'-4" ±
7' -5
/2
11'-6 5/8"
9'-6" ± 18'-2 ±
'-4
'-5
/4
'-1
3/
4"
'-1
3/
4"
'-8
/4
26'-2 1/2" ±
15'-5" ±
4' -1
1" 3'
-9
/4
8' -0
/4
10'-3 5/8" ±
'-4
/8
AE401
B1
AE403
B1
BASE TOUR OFFICE
AE401
A1
AE403
A1
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
CHIEF ENG/ARCH
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
M
ID
-A T
LA
N
T
IC
N A
V A
L S
T A
T
IO
N
N O
R F
O L K
V
A
AS NOTED
/1
/2
:2
:2
A
M
C U s e rs
\e ri c .s u n d e rl a n d \D o c u m e n ts
\R E
V
IT
F ile s \C
E P
A
R e ri c .s u n d e rl a n d .r v t
AE101
B
LD
G C
E P
-1
N C
IS
O
F F
IC
E
R E
N O
V A
T
IO
N
O V
E R
A
LL
F
LO
O R
P
LA
N S
A
N N
O
TA
TI
O
N S
A N
D D
IM
E
N S
IO
N
S
N E
W W
O R
K
ALP
12,910,603
EJS EJS
05/30/2024
JUVY GIBSON, NCIS
ERIC SUNDERLAND, R.A.
1689103
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
J. C. MILLER, P.E.
ALP
M
ID
L A
N T
P
W D
N O
R F
O L K
A E
GENERAL SHEET NOTES
NEW WORK KEYNOTES#
0 4' 8' 16'
PLAN
NORTH
SCALE: 1/8" = 1'-0"
OVERALL FLOOR PLAN - ANNOTATIONS - NEW WORK
C1
KEYPLAN
PLAN
NORTH
A REFER TO SHEET GI002 FOR ADDITIONAL GENERAL PROJECT NOTES.
B REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
C REFER TO SHEETS AE404 AND AE405 FOR SPECIALTY EQUIPMENT
SCHEDULE, TYPICAL MOUNTING HEIGHTS, AND INTERIOR ELEVATIONS.
D DIMENSIONS SHOWN ARE FROM FACE OF STUD, FACE OF EXISTING, AND
FACE OF MASONRY, UNLESS OTHERWISE NOTED.
E PROVIDE FIRESTOPPING SEALANT AT ALL EXISTING AND NEW CMU WALL
PENETRATIONS IN FIRE-RATED WALLS. REFER TO GI103 FOR LOCATIONS OF
FIRE-RATED WALLS.
F REFER TO ENLARGED FLOOR PLANS FOR PARTITION TYPES AND
DIMENSIONS NOT INDICATED.
1 ALIGN FINISH SIDE OF PARTITION WITH EXISTING CASED OPENING JAMB.
2 PROVIDE WALL INFILL AT LOCATION WHERE DOOR REMOVED DURING
DEMOLITION. PROVIDE WALL INFILL TO MATCH EXISTING ADJACENT WALL
CONSTRUCTION.
NCIS
OFFICE
BASE
TOUR
0 4' 8' 16'
PLAN
NORTH
SCALE: 1/8" = 1'-0"
OVERALL FLOOR PLAN - DIMENSIONS - NEW WORK
A1
S Y
M D
E S
C R
IP
T
I O N
D A
T E
A P
P R
D
E S
I G N
R E
V
IS
IO
N
/1
4/
A
B
2 3 4 5
D
E
115 109
114116
101A 102
104A
111113
110 108 100
101B
102A
104117
(9'-0") (9'-0")(9'-6")
(8'-6") (9'-0")
(9'-0")
(9'-0")
(8'-6")(8'-6")
(9'-0")
(9'-0")(9'-0")
(9'-0")
(8'-6")
(9'-0") (8'-9")(8'-6")(8'-6")(8'-6")
(12'-8"±)(9'-0")
(8'-6")
BASE TOUR OFFICE
1111 11
OS
OS
OS
OS
OS
OS OS
OS OS
OS
OS
OS OS
OS
OS
co co 1
EUN
UN
E
REFLECTED CEILING PLAN LEGEND
SYMBOL DESCRIPTION
SUSPENDED ACT CEILING ASSEMBLY.
LIGHT FIXTURE.
REFER TO ELECTRICAL DRAWINGS.
EMERGENCY LIGHT FIXTURE.
REFER TO ELECTRICAL DRAWINGS.
CEILING CASSETTE OR DIFFUSER.
REFER TO MECHANICAL DRAWINGS.
CEILING RETURN OR EXHAUST.
REFER TO MECHANICAL DRAWINGS.
NO CEILING - EXPOSED TO ROOF DECK ABOVE.
GYPSUM BOARD CEILING.
BASE TOUR AREA CEILINGS ARE ACT-TYPE AND EXISTING
TO REMAIN (GRIDS NOT SHOWN FOR CLARITY).
CEILING EXIT LUMINAIRE.
REFER TO ELECTRICAL DRAWINGS.
OCCUPANCY SENSOR.
REFER TO ELECTRICAL DRAWINGS.
FINISHED CEILING HEIGHT ABOVE FINISHED FLOOR(X'-X")
SYMBOL DESCRIPTION
UN
SMOKE DETECTOR.
REFER TO FIRE PROTECTION DRAWINGS.
CEILING UNCLEAR PERSONNEL STROBE.
REFER TO ELECTRICAL DRAWINGS.
OS
co
CARBON MONOXIDE DETECTOR.
REFER TO FIRE PROTECTION DRAWINGS.
CEILING SPEAKER / CEILING SPEAKER STROBE.
REFER TO FIRE PROTECTION DRAWINGS.
CEILING EMERGENCY LIGHT STROBE.
REFER TO ELECTRICAL DRAWINGS.
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
CHIEF ENG/ARCH
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
M
ID
-A T
LA
N
T
IC
N A
V A
L S
T A
T
IO
N
N O
R F
O L K
V
A
AS NOTED
/1
/2
:2
:3
A
M
C U s e rs
\e ri c .s u n d e rl a n d \D o c u m e n ts
\R E
V
IT
F ile s \C
E P
A
R e ri c .s u n d e rl a n d .r v t
AE102
B
LD
G C
E P
-1
N C
IS
O
F F
IC
E
R E
N O
V A
T
IO
N
O V
E R
A
LL
R E
F
LE
C
TE
D C
E
IL
IN
G
P
LA
N
N E
W W
O R
K
ALP
12,910,604
EJS EJS
05/30/2024
JUVY GIBSON, NCIS
ERIC SUNDERLAND, R.A.
1689103
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
J. C. MILLER, P.E.
ALP
M
ID
L A
N T
P
W D
N O
R F
O L K
A E
GENERAL SHEET NOTES
NEW WORK KEYNOTES#
0 4' 8' 16'
PLAN
NORTH
SCALE: 1/8" = 1'-0"
REFLECTED CEILING PLAN - NEW WORK
B1
KEYPLAN
PLAN
NORTH
A UNLESS OTHERWISE NOTED, CENTER CEILING GRIDS IN EACH ROOM, IN
ACCORDANCE WITH THE LAYOUTS SHOWN.
B MAKE ADJUSTMENTS TO ELIMINATE ADDITONAL, SMALL, OR ODD PIECES OF
CEILING TILE.
C REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
D CENTER ALL LIGHT FIXTURES AND DIFFUSERS IN CEILING TILES, UNLESS
OTHERWISE NOTED.
E DAMP, CLEAN, AND HAND-DRY ALL FIXTURES AND LAMPS JUST PRIOR TO
FINAL INSPECTION.
1 PROVIDE ACT AND GRID AS SCHEDULED.
2 PROVIDE BULKHEAD. REFER TO DETAIL B4 ON SHEET AE501.
3 BASE TOUR AREA CEILINGS ARE OUTSIDE THE PRIMARY AREA OF WORK.
REMOVE, SALVAGE, AND REINSTALL CEILING TILES AS REQUIRED TO
COMPLETE FA WORK. REFER TO FIRE PROTECTION FOR ADDITIONAL
INFORMATION.
NCIS
OFFICE
BASE
TOUR
S Y
M D
E S
C R
IP
T
I O N
D A
T E
A P
P R
D
E S
I G N
R E
V
IS
IO
N
/1
4/
FIRST FLOOR
0"
LOW ROOF - WEST BAY
12'-7"
TOP OF CANOPY
14'-0"
TOP OF PARAPET - EAST BAY
16'-4"
NCIS OFFICE
59'-1" ±
BASE TOUR OFFICE - N.I.C.
94'-8" ±
NAVAL STATION TOURS
6 7 5 8 7
3 4
FIRST FLOOR
0"
LOW ROOF - WEST BAY
12'-7"
TOP OF CANOPY
14'-0"
TOP OF PARAPET - EAST BAY
16'-4"
5 6
C4
AE503
NCIS OFFICE
59'-1" ±
NCIS OFFICE
93'-4" ± 1'-4" ±
55557
17 3 4 3 4
3 4
C2
AE502
FIRST FLOOR
0"
TOP OF CANOPY
14'-0"
TOP OF PARAPET - EAST BAY
16'-4"
A E
NCIS OFFICE
24'-10 3/4" ±
BASE TOUR OFFICE - NIC
35'-5 1/4" ±
NAVAL STATION TOURS
1' -0
FIRST FLOOR
0"
LOW ROOF - WEST BAY
12'-7"
C A
NCIS OFFICE
44'-0" ±
7 57
3 4
ELEVATION LEGEND
SYMBOL DESCRIPTION
ELASTOMERIC MEMBRANE WALL COATING SYSTEM - EC2
COILING OVERHEAD DOOR COATING - OHD1
ELASTOMERIC MEMBRANE WALL COATING SYSTEM - EC1
EXISTING EXTERIOR COATING TO REMAIN, NIC
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
CHIEF ENG/ARCH
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
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C O
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A N
D
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AS NOTED
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C U s e rs
\e ri c .s u n d e rl a n d \D o c u m e n ts
\R E
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F ile s \C
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A
R e ri c .s u n d e rl a n d .r v t
AE201
B
LD
G C
E P
-1
N C
IS
O
F F
IC
E
R E
N O
V A
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N
B U
IL
D
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G
E
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V A
TI
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N
E W
W O
R K
ALP
12,910,606
EJS EJS
05/30/2024
JUVY GIBSON, NCIS
ERIC SUNDERLAND, R.A.
1689103
N/A
N O
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O
LK
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N
A V
A L
S T
A T
IO
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N O
R F
O
LK
J. C. MILLER, P.E.
ALP
M
ID
L A
N T
P
W D
N O
R F
O L K
A E
GENERAL SHEET NOTES
NEW WORK KEYNOTES#
0 4' 8' 16'SCALE: 1/8" = 1'-0" (AE101)
BUILDING ELEVATION - NORTH - NEW WORK
D1
0 4' 8' 16'SCALE: 1/8" = 1'-0" (AE101)
BUILDING ELEVATION - SOUTH - NEW WORK
C1
0 4' 8' 16'SCALE: 1/8" = 1'-0" (AE101)
BUILDING ELEVATION - EAST - NEW WORK
B1 0 4' 8' 16'SCALE: 1/8" = 1'-0" (AE101)
BUILDING ELEVATION - WEST - NEW WORK
B3
A REFER TO SHEET GI002 FOR ADDITIONAL GENERAL PROJECT NOTES.
B REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
C FOR CLARITY PURPOSES, SOME WALL MOUNTED EQUIPMENT AND FIXTURES
ARE NOT SHOWN (CONDUITS, JUNCTION BOXES, OUTLETS, GROUNDING
WIRING, ETC). FIELD VERIFY ALL LOCATIONS.
D CLEAN AND PREPARE ALL WALL SURFACES SCHEDULED TO RECEIVE NEW
COATINGS AS RECOMMENDED BY COATING MANUFACTURER.
E PROTECT AND/OR COVER ALL OPENINGS (DOORS, WINDOWS, LOUVERS, ETC)
AND WALL/BUILDING ATTACHED EQUIPMENT (LIGHTING, CAMERAS, SECURITY
ACCESS DEVICES, CONDUITS, ETC) PRIOR TO CLEANING AND APPLICATION OF
EXTERIOR WALL COATING. COORDINATE WITH THE CONTRACTING OFFICER
PRIOR TO COVERING ANY ELECTRONIC DEVICES, AND UNCOVER DEVICES
IMMEDIATELY AFTER WORK IN AFFECTED AREA IS COMPLETED.
F REFER TO ELEVATION LEGEND AND EXTERIOR FINISH SCHEDULE ON THIS
SHEET FOR ADDITIONAL INFORMATION.
1 REINSTALL SALVAGED 3" X 4" DOWNSPOUT IN KIND WITH EXISTING
CONDITIONS.
2 MODIFY SALVAGED 3" X 4" DOWNSPOUT AS REQUIRED TO CONNECT TO
EXISTING GUTTER AND AVOID INTERFERENCE OF ADJACENT NEW METAL
AWNING
3 APPLY EXTERIOR SURFACE OF EXTERIOR CMU WALL WITH ELASTOMERIC
MEMBRANE WALL COATING WITH FINISH AND COLOR TO MATCH EXISTING.
APPLY PER MANUFACTURER'S RECOMMENDATIONS. FOR BIDDING
PURPOSES, ASSUME 350 SF TOTAL OF EC1 COATING AND 2,400 SF TOTAL OF
EC2 COATING INCLUDED IN THE WORK.
4 APPLY INTERIOR SURFACE OF EXTERIOR CMU WALL COMPLETE (NOT
SHOWN) WITH BITUMINOUS DAMPROOFING COATING. APPLY PER
MANUFACTURER'S RECOMMENDATIONS. FOR BIDDING PURPOSES, ASSUME
2,700 SF TOTAL OF BITUMINOUS DAMPROOFING COATING INCLUDED IN THE
WORK.
5 RECONNECT AND REINSTALL SALVAGED EXTERIOR LIGHT FIXTURE IN KIND
WITH EXISTING CONDITIONS.
6 PROVIDE 1/2" CMU EXPANSION JOINT IN KIND WITH EXISTING CONDITIONS.
7 REINSTALL SALVAGED 5" X 5" ALUMINUM GUTTER IN KIND WITH EXISTING
CONDITIONS.
8 PRIME AND PAINT EXISTING STEEL COILING OVERHEAD DOOR AND FRAME
COMPLETE, INCLUDING INTERIOR AND EXTERIOR SURFACES. APPLY PER
PAINT MANUFACTURER'S RECOMMENDATIONS. FOR BIDDING PURPOSES,
ASSUME 225 SF TOTAL OF OHD1 COATING INCLUDED IN THE WORK.
9 REINSTALL SALVAGED EXISTING METAL SIGN IN KIND WITH EXISTING
CONDITIONS.
10 EXISTING BOLLARDS TO REMAIN.
11 EXISTING WALL MOUNTED EQUIPMENT TO REMAIN.
12 EXISTING EXTERIOR FACILITY ELEMENTS TO REMAIN, NIC.
13 REINSTALL SALVAGED ±8" TALL METAL COPING IN KIND WITH EXISTING
CONDITIONS.
14 PROVIDE BACKER ROD AND SEALANT AROUND DOOR FRAME COMPLETE.
SEALANT COLOR MUST MATCH DOOR FRAME FINISH.
15 PROVIDE NEW DOOR, FRAME, AND HARDWARE AS SCHEDULED WITHIN
EXISTING WALL OPENING. REFER TO DOOR SCHEDULE ON AE601 FOR
ADDITIONAL INFORMATION.
16 PROVIDE NEW DOOR, FRAME, AND HARDWARE AS SCHEDULED WITHIN NEW
WALL OPENING. REFER TO DOOR SCHEDULE ON AE601 FOR ADDITIONAL
INFORMATION.
17 REINSTALL SALVAGED EXTERIOR ROOF ACCESS LADDER ASSEMBLY IN KIND
WITH EXISTING CONDITIONS.
18 PROVIDE OVERHEAD SUPPORTED FIXED METAL AWNING. REFER TO SHEET
AE503 FOR AWNING DETAILS, DIMENSIONS, AND BASIS OF DESIGN
INFORMATION.
19 REINSTALL SALVAGED WALL-MOUNTED MECHANICAL EQUIPMENT, WALL
SUPPORT BRACKETS, AND ASSOCIATED APPURTENANCES IN KIND WITH
EXISTING CONDITIONS. REFER TO MECHANICAL FOR ADDITIONAL
INFORMATION.
20 PROVIDE 3/8" CMU CONTROL JOINT IN KIND WITH EXISTING CONDITIONS.
EXTERIOR FINISH SCHEDULE
FINISH TAG FINISH ITEM MANUFACTURER PRODUCT COLOR REMARKS
EC1 PAINT - CMU (ACCENT) GARLAND TUFF-COAT SHERWIN WILLIAMS (SW) 6061 - TANBARK 1, 2, 3
EC2 PAINT - CMU (BODY) GARLAND TUFF-COAT SHERWIN WILLIAMS (SW) 6385 - DOVER WHITE 1, 2, 3
OHD1 PAINT - OVERHEAD COILING DOOR SHERWIN WILLIAMS TBD SHERWIN WILLIAMS (SW) 6061 - TANBARK 2, 3
1 MANUFACTURER'S TRADE NAMES LISTED ARE NOT INTENDED TO BE PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE PROVIDED THEY MEET THE COLOR, FINISHES, AND TEXTURES OF THE MANUFACTURERS LISTED, AND MEET THE TECHNICAL REQUIREMENTS OF THE SPECIFICATIONS.
2 REFER TO THE BASE "INSTALLATION APPEARANCE PLAN" FOR FEDERAL STANDARD COLORS.
3 TAKE SAMPLE OF EXISTING WALL / DOOR PAINT PRIOR TO DEMOLITION FOR COLOR MATCH PURPOSES.
EXTERIOR FINISH SCHEDULE REMARKS
THERE IS NO EXTERIOR WORK REQUIRED AT EAST ELEVATION. IT IS SHOWN
HERE FOR GENERAL REFERENCE AND ORIENTATION PURPOSES ONLY.
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8' -6
2'-8 1/2"
CL
A1
AE502
8' -6
CL 2'-8 1/2"
A1
AE502
8' -6
8' -6
2'-8" CL
8' -6
8' -6
2'-8"CL
8' -6
8' -6
MAX
12" 42" MIN
54" MIN
42" GRAB BAR
36" GRAB BAR
36" MIN
CL
MIN
24"
MIN
12"
FINISHED FLOOR
COMBINATION PAPER
TOWEL DISPENSOR &
WASTE RECEPTACLE
CL
PAPER TOWEL
DISPENSER
CL
M A
X
STAINLESS STEEL FRAME
MIRROR (3'-0" H x 2'-0" W)
COMBINATION UTILITY
SHELF/MOP HOLDER
(48" W)
FINISHED FLOOR
9"
CL
TOILET TISSUE DISPENSER SOAP DISPENSER
2' -6
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
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E N
G
IN
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R
IN
G S
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C O
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A N
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
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AS NOTED
/1
/2
:2
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A
M
C U s e rs
\e ri c .s u n d e rl a n d \D o c u m e n ts
\R E
V
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F ile s \C
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A
R e ri c .s u n d e rl a n d .r v t
AE404
B
LD
G C
E P
-1
N C
IS
O
F F
IC
E
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V A
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S P
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IA
LT
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Q U
IP
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C H
E D
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A N
D
IN
TE
R
IO
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E
LE
V A
TI
O
N S
ALP
12,910,610
EJS EJS
05/30/2024
JUVY GIBSON, NCIS
ERIC SUNDERLAND, R.A.
1689103
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
J. C. MILLER, P.E.
ALP
M
ID
L A
N T
P
W D
N O
R F
O L K
A E
GENERAL SHEET NOTES
NEW WORK KEYNOTES#
A MANUFACTURER'S TRADE NAMES AND NUMBERS LISTED ARE NOT INTENDED
TO BE PROPRIETARY. PRODUCTS OF OTHER MANUFACTURERS WILL BE
ACCEPTABLE, PROVIDED THEY MATCH THE COLORS, FINISHES, TEXTURES,
AND PATTERNS OF THE MANUFACTURER LISTED, AND MEET THE TECHNICAL
REQUIREMENTS OF THE SPECIFICATIONS.
B REFER TO FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL
DRAWINGS FOR ADDITIONAL INFORMATION.
C REFER TO DETAIL A2 / AF601 FOR TYPICAL WALL TILE PATTERN.
D REFER TO THIS SHEET FOR SPECIALTY EQUIPMENT SCHEDULE, ELEVATIONS,
AND MOUNTING HEIGHTS.
0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)
INT ELEV - MEN'S TOILET (110)
A1
0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)
INT ELEV - WOMEN'S TOILET (108)
C3
0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)
INT ELEV - MEN'S TOILET (110)
A2 0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)
INT ELEV - MEN'S TOILET (110)
A3 0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)
INT ELEV - MEN'S TOILET (110)
A4
0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)
INT ELEV - WOMEN'S TOILET (108)
C4
0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)
INT ELEV - WOMEN'S TOILET (108)
B40 1' 2' 4'SCALE: 1/2" = 1'-0" (AE402)
INT ELEV - WOMEN'S TOILET (108)
B30 1'-6" 3' 6'SCALE: 3/8" = 1'-0"
SPECIALTY EQUIPMENT ELEVATIONS & MOUNTING HEIGHTS
B1
MARK DESCRIPTION QUANTITY MANUFACTURER MODEL NO. NOTES
1 36" GRAB BAR 2 BOBRICK B-6806.99 1,2
2 42" GRAB BAR 2 BOBRICK B-6806.99 1,2
3 TOILET TISSUE DISPENSOR (GFCI) 2 GEORGIA PACIFIC Z-100305-01 1,5
4 SOAP DISPENSOR (GFCI) 3 GOJO INDUSTRIES 9033-12 1,4,5
5 RECESSED PAPER TOWEL DISPENSOR / WASTE RECEPTACLE 2 BOBRICK B-3944 1
6 PAPER TOWEL DISPENSOR (GFCI) 1 GEORGIA PACIFIC Z-100365-01 1,5
7 STAINLESS STEEL FRAMED MIRROR (3'-0" H x 2'-0" W) 2 BOBRICK B-165-2436 1,4
8 COMBINATION UTILITY SHELF/MOP HOLDER (48" W) 1 BOBRICK B-224-36 1
9 13 GALLON - FREE STANDING WASTE RECEPTACLE 2 BOBRICK B-2260 -
SPECIALTY EQUIPMENT SCHEDULE
SPECIALTY EQUIPMENT SCHEDULE NOTES
1 PROVIDE WOOD BLOCKING OR 18 GA x 6" WIDE METAL PLATE IN WALLS AS REQUIRED TO SECURE TOILET ACCESSORY.
2 GRAB BAR MUST HAVE PEENED (NON-SLIP) GRIPPING SURFACE.
3 MOUNT WITH LONG DIMENSION VERTICAL.
4 MOUNTING HEIGHT TO CENTER LINE OF DISCHARGE NOZZLE.
5 SPECIALTY EQUIPMENT IS GOVERNMENT FURNISHED CONTRACTOR INSTALLED (GFCI). COORDINATE WITH CONTRACTING OFFICER ON OBTAINING GFCI SPECIALTY
EQUIPMENT.
1 PLUMBING FIXTURE. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
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1 1
PLASTIC LAMINATE ON ALL
EXPOSED SURFACES UNLESS
OTHERWISE NOTED - PL-1.
SOLID SURFACE COUNTER TOP ON
3/4" PLYWOOD SUBSTRATE.
WOOD BLOCKING OR 18 GA x 6" WIDE
METAL PLATE SECURED TO STUDS.
4"
4" HIGH SOLID SURFACE
BACKSPLASH AND ENDSPLASH.
D5
AE501
PARTITION TYPE AS SCHEDULED.
WOOD BLOCKING OR 18 GA x 6" WIDE
METAL PLATE SECURED TO STUDS.
WOOD BLOCKING OR 18 GA x 6" WIDE
METAL PLATE SECURED TO STUDS.
3/ 4"
APPLIED BASE - REFER TO FINISH SCHEDULE.
3/4" PLYWOOD DOOR WITH PLASTIC
LAMINATE ON ALL EXPOSED SURFACES
(PL1) - REFER TO FINISH SCHEDULE.
3"
WIRE
PULL AT
EACH
DOOR.
1/4" PLYWOOD BACK WITH PLASTIC
LAMINATE (PL-2) - REFER TO FINISH
SCHEDULE.
RECESSED SHELF STANDARDS.
3/4" PLYWOOD ADJUSTABLE SHELF
WITH PLASTIC LAMINATE SURFACE
(PL-2) - REFER TO FINISH SCHEDULE.
WIRE PULL AT
EACH DOOR.
1/4" PLYWOOD BACK WITH PLASTIC
LAMINATE (PL-2) - REFER TO FINISH
SCHEDULE.
3/4" PLYWOOD DOOR WITH PLASTIC
LAMINATE ON ALL EXPOSED SURFACES
(PL-1) - REFER TO FINISH SCHEDULE
RECESSED SHELF STANDARDS.
3/4" PLYWOOD ADJUSTABLE SHELF
WITH PLASTIC LAMINATE SURFACE
(PL-2) - REFER TO FINISH SCHEDULE.
2' -1
0" 1'
-8
2' -6
1'-2"
2'-0"
5/8" GYPSUM
WALL BOARD.
20 GA. 3 5/8" METAL
STUDS AT 16" OC.
CEILING HEIGHT
REFER TO RCP
CEILING AS SCHEDULED.
CORNER BEAD (TYP
AT ALL CORNERS).
3/ 4"
3/4" PLYWOOD WITH PLASTIC LAMINATE
ON ALL EXPOSED SURFACES (PL-1) -
REFER TO FINISH SCHEDULE
1' -6
2'
-8
2' -1
0"
APPLIED BASE - REFER TO FINISH
SCHEDULE.
SOLID SURFACE COUNTER TOP ON
3/4" PLYWOOD SUBSTRATE.
WOOD BLOCKING OR 18 GA x 6" WIDE
METAL PLATE SECURED TO STUDS.
UNDER COUNTER MOUNTED SINK -
REFER TO PLUMBING DRAWINGS FOR
ADDITIONAL INFORMATION.
7" 1"
1' -5
9"
M
IN
AS REQD TO FIT GARBAGE DISPOSAL
1'-5"± 3"
4" HIGH SOLID SURFACE
BACKSPLASH AND ENDSPLASH
POWER OUTLET - COORDINATE
WITH ELECTRICAL DRAWINGS.
MAX
6"
GARBAGE DISPOSAL - REFER
TO PLUMBING DRAWINGS.
D5
AE501
2'-0"
PARTITION TYPE AS SCHEDULED.
ALUMINUM CLEAT
FASTENED TO
3/4" PLYWOOD
APRON.
3/4" PLYWOOD x 2" WIDE MOUNTING
STRIP FASTENED TO ADJACENT
CASEWORK.
ANGLE TRAP TO COORDINATE
WITH WALL DRAIN PIPING CL.
FACE OF
EXPOSED
CASEWORK
BEYOND.
WOOD BLOCKING OR 18 GA x 6" WIDE
METAL PLATE SECURED TO STUDS.
WIRE PULL AT
EACH DOOR.
WOOD BLOCKING OR 18 GA x 6" WIDE
METAL PLATE SECURED TO STUDS.
1/4" PLYWOOD BACK WITH PLASTIC
LAMINATE (PL-2) - REFER TO FINISH
SCHEDULE.
3/4" PLYWOOD DOOR WITH PLASTIC
LAMINATE ON ALL EXPOSED SURFACES
(PL1-) - REFER TO FINISH SCHEDULE.
FACE OF EXPOSED
CASEWORK BEYOND.
PLASTIC LAMINATE ON ALL
EXPOSED SURFACES UNLESS
OTHERWISE NOTED - PL-1.
1'-2"
20 GA. 3 5/8" METAL
STUDS AT 16" OC.
CEILING HEIGHT
REFER TO RCP
CEILING AS SCHEDULED.
CORNER BEAD (TYP
AT ALL CORNERS).
PLASTIC LAMINATE ON ALL
EXPOSED SURFACES UNLESS
OTHERWISE NOTED - PL-1.
SOLID SURFACE COUNTER TOP ON
3/4" PLYWOOD SUBSTRATE.
WOOD BLOCKING OR 18 GA x 6" WIDE
METAL PLATE SECURED TO STUDS.
D5
AE501
APPLIED BASE - REFER TO FINISH SCHEDULE.
3/4" PLYWOOD DOOR WITH PLASTIC
LAMINATE ON ALL EXPOSED SURFACES
(PL-1) - REFER TO FINISH SCHEDULE.
WIRE
PULL AT
EACH
DOOR.
1/4" PLYWOOD BACK WITH PLASTIC
LAMINATE (PL-2) - REFER TO FINISH
SCHEDULE.
2' -1
0"
4"
3/ 4"
1'-8"
SOFT-CLOSE UNDER COUNTER WASTE
BIN HARDWARE (KNAPE & VOGT
USC12-1-50 OR APPROVED EQUAL).
2'-0"
4" HIGH SOLID SURFACE BACKSPLASH
AND ENDSPLASH.
1' -6
WOOD BLOCKING OR 18 GA x 6" WIDE
METAL PLATE SECURED TO STUDS.
WIRE PULL AT
EACH DOOR.
WOOD BLOCKING OR 18 GA x 6" WIDE
METAL PLATE SECURED TO STUDS.
1/4" PLYWOOD BACK WITH PLASTIC
LAMINATE (PL-2) - REFER TO FINISH
SCHEDULE.
3/4" PLYWOOD DOOR WITH PLASTIC
LAMINATE ON ALL EXPOSED SURFACES
(PL1-) - REFER TO FINISH SCHEDULE.
20 GA. 3 5/8" METAL
STUDS AT 16" OC.
CEILING HEIGHT
REFER TO RCP
CEILING AS SCHEDULED.
CORNER BEAD (TYP
AT ALL CORNERS).
7/8"
1/
2"
3 LAYERS SOLID SURFACE MATERIAL
WITH BEVELED EDGE ON TOP LAYER
3/4" PLYWOOD SUBSTRATE
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
CHIEF ENG/ARCH
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
M
ID
-A T
LA
N
T
IC
N A
V A
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T A
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N O
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O L K
V
A
AS NOTED
/1
/2
:2
:5
A
M
C U s e rs
\e ri c .s u n d e rl a n d \D o c u m e n ts
\R E
V
IT
F ile s \C
E P
A
R e ri c .s u n d e rl a n d .r v t
AE501
B
LD
G C
E P
-1
N C
IS
O
F F
IC
E
R E
N O
V A
T
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C A
S E
W O
R K
D E
TA
IL
S
ALP
12,910,612
EJS EJS
05/30/2024
JUVY GIBSON, NCIS
ERIC SUNDERLAND, R.A.
1689103
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
J. C. MILLER, P.E.
ALP
M
ID
L A
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A E
0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE405)
CASEWORK SECTION
A1
0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE405)
CASEWORK SECTION - SINK
A2 0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE405)
CASEWORK SECTION - TRASH
A4
0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE405)
CASEWORK SECTION - BULKHEAD AND WALL CABINET
B4
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0 1" 2" 4"SCALE: 6" = 1'-0" (AE501)
COUNTER TOP EDGE DETAIL
D5
WOOD BLOCKING OR 18 GA x 6" WIDE
METAL PLATE SECURED TO STUDS.
WALL-MOUNTED SINK FIXTURE -
REFER TO PLUMBING DRAWINGS
FOR ADDITIONAL INFORMATION.
WALL TILE - REFER TO FINISH
SCHEDULE.
PARTITION TYPE AS SCHEDULED.
PLUMBING FIXTURE APRON, BY
FIXTURE MANUFACTURER.
1'-6"
2' -1
0"
STAINLESS STEEL FRAMED
MIRROR.
SOAP DISPENSOR BEYOND.
EXISTING WWF
EXIST CONCRETE SLAB
4"
4"
2'-0"±
CONCRETE PATCH INFILL
VAPOR BARRIER
CAPILLARY WATER BARRIER
4" MIN EA SIDE
#4 BARS @ 12" OC, EACH WAY
#4 DOWEL BAR (8" LONG) @
12" OC, EA SIDE. ANCHOR
DOWEL BARS 4" INTO
EXISTING CONCRETE SLAB
WITH EPOXY. TIE DOWEL
BARS TO #4 BARS IN PATCH'S
REINFORCING BAND.
EXIST SUBGRADE, SIM EA SIDE
4"
4"
4"
CONCRETE PATCH INFILL
VAPOR BARRIER
CAPILLARY WATER BARRIER
#4 BARS @ 12" OC, EACH WAY
COMPACTED VDOT 21A STONE
4"± 1'-4"± 4"±
#4 BARS @ 12" OC, EACH WAY.
PROVIDE #4 BAR (8" LONG) @ 12" OC @
EA SIDE BETWEEN EXIST AND INFILL
SLAB. REFER TO DETAIL A1 ON THIS
SHEET FOR ADDITIONAL INFORMATION.
19'-4"± TO
BUILDING PERIMETER EXTENT OF MASONRY OPENING
4'-8" EXTERIOR GRADE, ELEV
VARIES BY LOCATION
INT FF ELEV
0'-0"
2"
SAWCUT AND DEMOLISH MASONRY PARTITION TO
EXTENT HATCHED, AS REQUIRED FOR NEW EXTERIOR
DOOR OPENING, AND ASSOCIATED HEAD AND JAMB
MASONRY REINFORCEMENT. COORDINATE DOOR
OPENING WITH THAT SHOWN ON NEW WORK PLANS
8' -8
EX
TE
N T
O F
M
AS
O N
R Y
O
PE
N
IN
G
PROVIDE TEMPORARY SHORING AS
REQUIRED TO SUPPORT
SURROUNDING MASONRY WALL AT
PERIMETER OF MASONRY OPENING.
EXISTING MASONRY WALL
TO REMAIN. REFER TO
AD201 FOR ADDITIONAL
WORK REQUIREMENTS.
19'-4"± TO
BUILDING PERIMETER EXTENT OF MASONRY OPENING
EXTERIOR GRADE, ELEV
VARIES BY LOCATION
INT FF ELEV
0'-0"
2"
4'-8"
8" 3'-4" 8"
BEARING
CLEAR OPENING
LINTEL LENGTH
8" X 8" PRECAST CONCRETE LINTEL
WITH (2) #3 BAR REINFORCEMENT
TOP AND BOTTOM
4'-8"
PROVIDE 8" X 16" CMU INFILL AT MASONRY
OPENING ABOVE LINTEL, AS SHADED
PROVIDE FULLY GROUTED
8" X 8" CMU INFILL WITH
#4 BAR VERT REINFORCING AT
DOOR JAMBS, AS HATCHED
OVERHEAD SUPPORTED
FIXED METAL AWNING NOT
SHOWN FOR CLARITY.
REFER TO NOTES AND
DETAILS ON AE503 FOR
ADDITIONAL INFORMATION.
8' -0
8' -8
TO
P
O F
LI
N
TE
L
EX
TE
N T
O F
M
AS
O N
R Y
O
PE
N
IN
G
DOOR 116
MASONRY
OPENING PROVIDE 4' LONG X 4'-8" WIDE
CONCRETE PAD, AS SHADED,
WITH MEETING SIDE ELEV
ALIGNED WITH INT FF SLAB,
AND PERIMETER SIDE ELEVS
SLOPED TO MEET GRADE.
EXISTING MASONRY WALL
TO REMAIN. REFER TO
AE201 FOR ADDITIONAL
WORK REQUIREMENTS.
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
CHIEF ENG/ARCH
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
M
ID
-A T
LA
N
T
IC
N A
V A
L S
T A
T
IO
N
N O
R F
O L K
V
A
AS NOTED
/1
/2
:2
:0
A
M
C U s e rs
\e ri c .s u n d e rl a n d \D o c u m e n ts
\R E
V
IT
F ile s \C
E P
A
R e ri c .s u n d e rl a n d .r v t
AE502
B
LD
G C
E P
-1
N C
IS
O
F F
IC
E
R E
N O
V A
T
IO
N
M
IS
C E
LL
A
N E
O U
S D
E
TA
IL
S
ALP
12,910,613
EJS EJS
05/30/2024
JUVY GIBSON, NCIS
ERIC SUNDERLAND, R.A.
1689103
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
J. C. MILLER, P.E.
ALP
M
ID
L A
N T
P
W D
N O
R F
O L K
A E
0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE404)
LAVATORY SECTION
A1 0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE401)
SECTION DETAIL - TYP SLAB PATCH
A3 0 4" 8" 1'-4"SCALE: 1 1/2" = 1'-0" (AE401)
SECTION DETAIL - SLAB PATCH @ THICK'D SLAB
A4
S Y
M D
E S
C R
IP
T
I O N
D A
T E
A P
P R
D
E S
I G N
R E
V
IS
IO
N
/1
4/
0 1' 2' 4'SCALE: 1/2" = 1'-0" (AD201)
EXT MASONRY WALL OPENING - DEMOLITION
C1 0 1' 2' 4'SCALE: 1/2" = 1'-0" (AE201)
EXT MASONRY WALL OPENING - NEW WORK
C2
5/ 8"
4" H
E A
D
2" J
A M
B
PARTITION
TYPE AS
SCHEDULED
1 15/16" 1 15/16"
VARIES
HOLLOW
METAL
FRAME
5/ 8"
2"
VARIES
1 15/16" 1 15/16"
1/2" 1/16"
PARTITION
TYPE AS
SCHEDULED
HOLLOW
METAL
FRAME
2"
6"
1/2" 1/16"
PARTITION
TYPE AS
SCHEDULED
HOLLOW
METAL
CASED
OPENING
FRAME
METAL STUD HEADER.
2"
4 7/8"
PARTITION TYPE AS SCHEDULED.
DOOR AS SCHEDULED.
METAL STUD HEADER.
CONTINUOUS SEALANT, BOTH SIDES.
HOLLOW METAL FRAME AS
SCHEDULED. PAINT AS SCHEUDLED.
PARTITION TYPE AS SCHEDULED.
CONTINUOUS SEALANT, BOTH SIDES.
2"
DOOR AS SCHEDULED.
STEEL STUD ANCHORS
(3 PER JAMB).
4 7/8"
DOUBLE STUD AT JAMB.
HOLLOW METAL FRAME AS
SCHEDULED. PAINT AS SCHEUDLED.
PARTITION TYPE AS SCHEDULED.
METAL STUD HEADER.
CONTINUOUS SEALANT, BOTH SIDES.
HOLLOW METAL FRAME AS
SCHEDULED. PAINT AS SCHEUDLED.
4 7/8"
2"
PARTITION TYPE AS SCHEDULED.
DOUBLE STUD AT JAMB.
CONTINUOUS SEALANT, BOTH SIDES.
HOLLOW METAL FRAME AS
SCHEDULED. PAINT AS SCHEUDLED.
STEEL STUD ANCHORS
(3 PER JAMB).
4 7/8"
2"
PARTITION TYPE AS SCHEDULED.
2"
4 7/8"
METAL STUD HEADER.
CONTINUOUS SEALANT, BOTH SIDES.
HOLLOW METAL FRAME AS
SCHEDULED. PAINT AS SCHEUDLED.
DOOR AS SCHEDULED.
PARTITION TYPE AS SCHEDULED.
2"
DOOR AS SCHEDULED.
STEEL STUD ANCHORS
(3 PER JAMB).
4 7/8"
CONTINUOUS SEALANT, BOTH SIDES.
DOUBLE STUD AT JAMB.
HOLLOW METAL FRAME AS
SCHEDULED. PAINT AS SCHEUDLED.
D O
O R
H E
IG
H
T 4"
2" DOOR WIDTH 2"
HOLLOW METAL MASONRY
KNOCK DOWN
F-1
D O
O R
H E
IG
H
T 2"
2" DOOR WIDTH 2"
HOLLOW METAL
KNOCK DOWN
F-2
FLUSH PANEL
A
DOOR FRAME (BEYOND) -
PAINT AS SCHEDULED.
FLOOR FINISH AS SCHEDULED.
DOOR AS SCHEDULED.
PAINT AS SCHEUDLED.
MARBLE THRESHOLD.
MARBLE THRESHOLD MUST COMPLY WITH LIFE
SAFETY CODE ARTICLE 7.2.1.3.4 - RAISED THRESHOLD
AND FLOOR LEVEL CHANGES IN EXCESS OF 1/4" MUST
BE BEVELED WITH A SLOPE NO STEEPER THAN 1 IN 2.
FLOOR FINISH AS SCHEDULED.
3/ 4"
2"
1/ 2"
DOOR FRAME (BEYOND) -
PAINT AS SCHEDULED.
FLOOR FINISH AS SCHEDULED.
DOOR AS SCHEDULED.
PAINT AS SCHEUDLED.
RESILIENT TRANSITION THRESHOLD.
FLOOR FINISH AS SCHEDULED.
DOOR FRAME (BEYOND) -
PAINT AS SCHEDULED.
FLOOR FINISH AS SCHEDULED.
DOOR AS SCHEDULED.
PAINT AS SCHEUDLED.
HALF-SADDLE THRESHOLD
SET IN CONTINUOUS BED OF
ACOUSTICAL SEALANT
FLOOR FINISH AS SCHEDULED.
3/ 4"
AUTOMATIC DOOR BOTTOM.
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
CHIEF ENG/ARCH
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
M
ID
-A T
LA
N
T
IC
N A
V A
L S
T A
T
IO
N
N O
R F
O L K
V
A
AS NOTED
/1
/2
:2
:1
A
M
C U s e rs
\e ri c .s u n d e rl a n d \D o c u m e n ts
\R E
V
IT
F ile s \C
E P
A
R e ri c .s u n d e rl a n d .r v t
AE601
B
LD
G C
E P
-1
N C
IS
O
F F
IC
E
R E
N O
V A
T
IO
N
D O
O R
S C
H E
D U
LE
A
N D
D E
TA
IL
S
ALP
12,910,615
EJS EJS
05/30/2024
JUVY GIBSON, NCIS
ERIC SUNDERLAND, R.A.
1689103
N/A
N O
R F
O
LK
, V
IR
G
IN
IA
N
A V
A L
S T
A T
IO
N
N O
R F
O
LK
J. C. MILLER, P.E.
ALP
M
ID
L A
N T
P
W D
N O
R F
O L K
A E
1 OMIT STOPS AT CASED OPENINGS.
2 UNDERCUT DOOR 3/4".
3 PAINT EXTERIOR SIDE OF DOOR AND FRAME PT-4 & PT-5. PAINT INTERIOR SIDE OF DOOR AND FRAME PT-3. REFER TO FINISH SCHEDULE FOR ADDITIONAL
INFORMATION.
4 PAINT BOTH SIDES OF DOOR AND FRAME PT-3. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.
5 NO THRESHOLD AT CASED OPENING SILL. CONTINUOUS FLOOR FINISH.
6 PRIME AND PAINT EXISTING STEEL COILING OVERHEAD DOOR AND FRAME COMPLETE. PAINT EXTERIOR SIDE OF DOOR AND FRAME PT-4 & PT-5. PAINT INTERIOR SIDE OF DOOR AND FRAME PT-3. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.
DOOR SCHEDULE REMARKS
D O
O R
N O
ROOM
DOOR FRAME
F
IR
E R
A T
IN
G
H A
R D
W A
R E
S E
T S
R E
M A
R K
S
T Y
P E
SIZE
M A
T E
R
IA
L
LOUVER
T Y
P E
M A
T E
R
IA
L
DETAILS
W
ID
T H
H E
IG
H
T
T H
IC
K
N E
S S
L E
N G
T H
W
ID
T H
HEAD JAMB SILL
100.1 ENTRY VESTIBULE A 3'-0" 7'-0" 1 3/4" GHM -- -- F1 GHM C1 / AE603 B1 / AE603 A1 / AE603 -- HW-1 3
100.2 ENTRY VESTIBULE A 3'-0" 7'-0" 1 3/4" HM -- -- F2 HM C1 / AE601 B1 / AE601 A4 / AE602 -- HW-2
101 ADMIN OFFICE A 3'-0" 7'-0" 1 3/4" WD -- -- F1 HM C3 / AE602 B3 / AE602 A3 / AE602 -- HW-3
101A SSA OFFICE A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C1 / AE601 B1 / AE601 A1 / AE602 -- HW-4
101B ELECTRICAL A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C1 / AE601 B1 / AE601 A1 / AE601 -- HW-5
102.2 OFFICE (EEO) A 3'-0" 7'-0" 1 3/4" GHM -- -- F1 GHM C2 / AE603 B2 / AE603 A2 / AE603 -- HW-6 3
102A MGMT SUITE A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C1 / AE601 B1 / AE601 A1 / AE602 -- HW-7
104A STORAGE A 3'-0" 7'-0" 1 3/4" WD -- -- F1 HM C1 / AE602 B1 / AE602 A1 / AE601 -- HW-8
105 CONFERENCE A 3'-0" 7'-0" 1 3/4" WD -- -- F1 HM C1 / AE602 B1 / AE602 A1 / AE602 -- HW-9
108 WOMEN'S TOILET A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C2 / AE601 B2 / AE601 A2 / AE601 -- HW-10 2
109 DIGITAL LAB A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C1 / AE601 B1 / AE601 A3 / AE601 -- HW-11
110 MEN'S TOILET A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C2 / AE601 B2 / AE601 A2 / AE601 -- HW-12 2
111 INTERVIEW A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C1 / AE601 B1 / AE601 A3 / AE601 -- HW-13
112 KITCHENETTE -- 4'-0" 7'-0" -- -- -- -- F2 HM C3 / AE601 B3 / AE601 -- -- -- 1,5
114 FORENSIC CONSULT A 3'-0" 7'-0" 1 3/4" WD -- -- F2 HM C2 / AE601 B2 / AE601 A3 / AE601 -- HW-14
115 VAULT / FORENSICS LAB A 3'-0" 7'-0" 1 3/4" WD -- -- F1 HM C2 / AE602 B2 / AE602 A2 / AE602 -- HW-15
116 CORRIDOR (EEO) A 3'-0" 7'-0" 1 3/4" GHM -- -- F1 GHM C3 / AE602 B2 / AE602 A1 / AE602 -- HW-16 3
117 JAN CLOSET A 3'-0" 7'-0" 1 3/4" WD -- -- F1 HM C2 / AE602 B2 / AE602 A2 / AE601 -- HW-17 2
102.1 OFFICE ETR 3'-0" 7'-0" 1 3/4" ETR -- -- ETR ETR -- -- -- -- ETR 4
104 ADMIN STORAGE ETR 3'-0" 7'-0" 1 3/4" ETR -- -- ETR ETR -- -- -- -- HW-18 4
106.1 STORAGE ETR 3'-0" 7'-0" 1 3/4" ETR -- -- ETR ETR -- -- -- -- HW-19 4
106.2 SERVER / IT ETR 3'-0" 7'-0" 1 3/4" ETR -- -- ETR ETR -- -- -- -- HW-20 4
113.1 GARAGE ETR 3'-0" 7'-0" 1 3/4" ETR -- -- ETR ETR -- -- -- -- HW-21 4
113.2 VAULT / FORENSICS LAB ETR PR 3'-0" 7'-0" 1 3/4" ETR -- -- ETR ETR -- -- -- -- HW-22 4
113.3 GARAGE ETR 11'-0" 9'-0" 1 1/2" ETR -- -- ETR ETR -- -- -- -- HW-23 6
DOOR SCHEDULE
NEW WORK
EXISTING TO REMAIN
0 1" 2" 4"SCALE: 6" = 1'-0"
HM MASONRY FRAME PROFILE
D1 0 1" 2" 4"SCALE: 6" = 1'-0"
HM STANDARD FRAME PROFILE
D2 0 1" 2" 4"SCALE: 6" = 1'-0"
HM CASED OPENING PROFILE
D3
0 2" 4" 8"SCALE: 3" = 1'-0"
DOOR HEAD - TILE/GWB
C2
0 2" 4" 8"SCALE: 3" = 1'-0"
DOOR JAMB - TILE/GWB
B2
0 2" 4" 8"SCALE: 3" = 1'-0"
CASED OPENING HEAD - GWB
C3
0 2" 4" 8"SCALE: 3" = 1'-0"
CASED OPENING JAMB - GWB
B3
0 2" 4" 8"SCALE: 3" = 1'-0"
DOOR HEAD - GWB
C1
0 2" 4" 8"SCALE: 3" = 1'-0"
DOOR JAMB - GWB
B1
0 1'-6" 3' 6'SCALE: 3/8" = 1'-0"
FRAME TYPE ELEVATIONS
A50 1'-6" 3' 6'SCALE: 3/8" = 1'-0"
DOOR TYPE ELEVATIONS
A40 2" 4" 8"SCALE: 3" = 1'-0"
DOOR SILL - PFT / PFT
A20 2" 4" 8"SCALE: 3" = 1'-0"
DOOR SILL - LVT / CFT
A1 0 2" 4" 8"SCALE: 3" = 1'-0"
DOOR SILL - PFT / LVT, AVCT, OR SC
A3
S Y
M D
E S
C R
IP
T
I O N
D A
T E
A P
P R
D
E S
I G N
R E
V
IS
IO
N
/1
4/
PORCELAIN
FLOOR TILE
PORCELAIN WALL TILE
SCHLUTER; STYLE: DILEX
AHK; SATIN NICKEL ANODIZED ALUMINUM
(W/ MATCHING INSIDE/OUTSIDE
CORNER CAPS/CONNECTORS)W
A
LL
FLOOR
PORCELAIN WALL TILE
PORCELAIN WALL TILE
SCHLUTER; STYLE: DILEX AHK; SATIN
NICKEL ANODIZED ALUMINUM (W/
MATCHING INSIDE/OUTSIDE CORNER
CAPS/CONNECTORS)
W A
LL
WALL
5' -6
1'
-0
2' -0
PWT1, AS SCHEDULED
PWT2, AS SCHEDULED
PWT1, AS SCHEDULED
6"
STAGGER JOINTS 8", TYP
AT EACH HORIZONTAL
COURSE
T1
BEVELED MARBLE
TRANSITION
INTERIOR DOOR
PORCELAIN
FLOOR TILE
(BOTH SIDES)
TYPICAL TRANSITION FROM MEN'S AND WOMEN'S
TOILETS AND JANITOR'S CLOSET TO CORRIDOR
TOP OF CONCRETE
FLOOR SLAB
2"
5/ 8"
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
CHIEF ENG/ARCH
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
M
ID
-A T
LA
N
T
IC
N A
V A
L S
T A
T
IO
N
N O
R F
O…
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