1614696dwg15of22_ARCH-BUILD.pdf
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- Attached to
- P-095 Pier 3 Recap Naval Station Norfolk, VA
- Solicitation number
- N4008521R0219
About this file
This solicitation is for architectural and engineering design services for the replacement of Submarine Pier 3 at Naval Station Norfolk in Virginia. Key details include the design of a new Utility Services Building, guard booth, and signage. The solicitation includes architectural drawings and specifications to inform proposals. The Navy Facilities Engineering Command is the contracting agency. The period of performance is 12 months from the award date. Pricing will be fixed-price. The solicitation closes on May 12, 2021, with award by July 2021.
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ARCHITECTURAL SYMBOLS
WINDOW TYPE LETTER
WINDOW TYPE TAG
SPECIALTY ITEM NUMBER
SPECIALTY ITEM TAG
PARTITION TYPE DESIGNATION
(REFER TO PARTITION SCHEDULE)
PARTITION TYPE TAG
S3.1
PARTITION IN PLAN
MATCHLINE
MATCHLINE SEE SHEET A-###
DOOR NUMBER
DOOR TAG101
X
LOUVER TYPE LETTER
LOUVER TYPE TAG
L1
1. WORK MUST COMPLY WITH APPLICABLE CODES AND STANDARDS AS
LISTED OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY
CRITERIA BY THE AUTHORITY HAVING JURISDICTION.
2. DIMENSIONS MUST GOVERN. DETAILS MUST GOVERN OVER PLANS
AND ELEVATIONS. LARGE SCALE DETAILS OR PLANS MUST GOVERN
OVER SMALL SCALE DETAILS OR PLANS. DO NOT SCALE DRAWINGS.
3. MANUFACTURER'S OR BRAND NAME PRODUCTS INDICATED OR
SPECIFIED ARE DONE SO TO ESTABLISH A MINIMUM LEVEL OF
QUALITY.
4. CONSTRUCTION MUST MEET OR EXCEED LOCAL INDUSTRY
STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM
QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION.
INCORPORATE DETAILS AT CONDITIONS UNLESS NOTED OTHERWISE.
5. THE LETTERS I, O, AND Q ARE NOT USED TO INDICATE DETAILS,
SECTIONS OR ELEVATIONS.
6. PAINT, STAIN, OR COAT EXPOSED SURFACES OF CONSTRUCTION
UNLESS NOTED OTHERWISE OR IF SURFACES ARE PRE-FINISHED.
7. OPENING DIMENSIONS ARE NOMINAL. FIELD MEASURE OPENINGS
AND COORDINATE WITH THE SUPPLIER FOR DOORS AND WINDOWS.
8. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS,
WHERE REQUIRED.
9. SEAL EXTERIOR BUILDING JOINTS AT BOTH THE EXTERIOR AND
INTERIOR SURFACES AGAINST MOISTURE AND AIR INFILTRATION.
10. SEAL AROUND DOOR AND WINDOW FRAMES, COUNTERTOPS, WALL-
MOUNTED FIXTURES AND EQUIPMENT TO ADJACENT WALL
SURFACES.
11. COORDINATE PENETRATIONS IN THE STRUCTURE FOR THE
INSTALLATION OF THE WORK. REFER TO STRUCTURAL DRAWINGS
FOR SECONDARY FRAMING AND OR REINFORCING REQUIRED AT
PENETRATIONS IN STEEL, CONCRETE OR MASONRY.
12. PROVIDE ACCESS DOORS OR PANELS FOR SERVICING OF PIPING,
DUCTWORK, CABLE TRAYS, FIRE DAMPERS. PROPOSED ACCESS
DOOR LOCATIONS TO BE SUBMITTED FOR APPROVAL PRIOR TO
INSTALLATION.
13. PROVIDE HVAC, PLUMBING, GAS OR ELECTRIC SERVICE
CONNECTIONS TO CASEWORK, FIXTURES, SIGNAGE, OR EQUIPMENT
INDICATED (WHETHER UNITS ARE INSTALLED BY CONTRACTOR OR
BY OTHERS).
14. BRACE PARTITIONS, SUSPENDED CEILINGS, SOFFITS, SUSPENDED
ITEMS, ETC. ONLY TO STRUCTURAL ELEMENTS ABOVE. DO NOT
ANCHOR TO ROOF DECK, PLUMBING / SPRINKLER PIPES, DUCTWORK,
ELECTRICAL CONDUIT.
15. DO NOT REPRODUCE DRAWINGS CONTAINED IN THIS SET FOR SHOP
DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP
DRAWINGS WILL BE REJECTED AND RETURNED TO THE
CONTRACTOR.
16. BECOME ACQUAINTED WITH CONDITIONS RELATED TO THE WORK.
REPORT DISCREPANCIES BETWEEN THE DRAWINGS AND THE
CONDITIONS TO THE CONTRACTING OFFICER FOR RESOLUTION
PRIOR TO PROCEEDING WITH THE WORK.
17. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS
UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE
CONTRACTOR IN WRITING FOR CONDITIONS DETRIMENTAL TO THE
EXECUTION OF THE INSTALLERS WORK. DO NOT PROCEED UNTIL
UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION
MUST CONSTITUTE ACCEPTANCE OF THE SUBSTRATE AND/OR
CONDITIONS.
18. "TYPICAL" (TYP) AS USED IN THESE DOCUMENTS MEANS THAT THE
CONDITIONS OR DIMENSION IS THE SAME OR REPRESENTATIVE OF
CONDITIONS THROUGHOUT.
ROOM NAME
A1 A-101
ROOM TAG
DETAIL NUMBER
SHEET WHERE DRAWN
DETAIL TAG
ROOM NAME
ROOM NUMBER
A101 INTERIOR ELEVATION
TAG
INTERIOR ELEVATION NUMBER
SHEET WHERE DRAWN
EXTERIOR ELEVATION
TAG
ELEVATION NUMBER
DIRECTION OF VIEW
SHEET WHERE DRAWN
A1 A-101
WALL / PARTIAL
BUILDING SECTION
TAG
SECTION NUMBER
SHEET WHERE DRAWN
GENERAL PROJECT SYMBOLS
A1 A-101
BUILDING SECTION
TAG
SECTION NUMBER
SHEET WHERE DRAWN
A1 A-101
BUILDING
NEW WORK
KEYNOTE TAG
KEYNOTE NUMBER
PHOTOGRAPH TAG
PHOTOGRAPH NUMBER
A-101 A1
OH
A1.
A1
A1.
A1.
DETAIL NUMBER
SCALE
SHEET
REFERENCED FROM
A1
DETAIL TITLE
1/8" = 1'-0" (A-101)
PLAN
NORTH
SCALE
TRUE NORTH
A1
DETAIL TITLE
1/8" = 1'-0" (A-101)
SHEET
REFERENCED FROM
MATERIALS LEGEND
DIMENSIONAL LUMBER
WOOD BLOCKING
S E
C T
IO
N
V
IE
W
CAST-IN-PLACE CONCRETE
EARTH/COMPACT FILL
BRICK
SAND/MORTAR/PLASTER
STEEL
BATT/LOOSE FILL INSULATION
RIGID INSULATION
GYPSUM BOARD
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
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N O
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O L
K V
A
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N A
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T A
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N N
O R
F O
L K
N
O R
F O
L K
V
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IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
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N A
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DRAWFORM REVISION: 07 AUG 2018
A P
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D E
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N S
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DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
N A
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12829375
BSG BSG
1614696
ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL GENERAL NOTES
PROJ PROJECT
PVC POLYVINYL CHLORIDE
-R-
R RADIUS
RCP REFLECTIVE CEILING PLAN
RD ROOF DRAIN
RECP RECEPTACLE (ASK INT)
REFER REFERENCE
REINF REINFORCED
REQ'D REQUIRED
REV REVISION
RO ROUGH OPENING
-S-
SCHED SCHEDULE
SECT SECTION
SF SQUARE FOOT
SID STRUCTURAL INTERIOR DESIGN (ASK
INT)
SIM SIMILAR
SPEC SPECIFICATION
SQ SQUARE, AS IN "SQ FT"
STC SOUND TRANSMISSION COEFFICIENT
STD STANDARD
STOR STORAGE
STRUCT STRUCTURAL
SUPP SUPPORT
SUSP SUSPENDED
SYS SYSTEM
-T-
TD TRENCH DRAIN
TECH TECHNICAL
THRU THROUGH
TLT TOILET
TO TOP OF, AS IN "TO STEEL"
TYP TYPICAL
-U-
UL UNDERWRITERS LABORATORY
UNO UNLESS NOTED OTHERWISE
UTIL UTILITY
-V-
VENT VENTILATE, VENTILATOR
VERT VERTICAL
VOL VOLUME
-W-
W WIDTH
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WH WATER HEATER
WT WEIGHT
FT FEET / FOOT
-G-
GA GAUGE
GALV GALVANIZED
GL GIRT LINE
GYP GYPSUM
GYP BD /
GWB
GYPSUM BOARD
-H-
H / HT HEIGHT
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HVAC HEATING, VENTILATION & AIR
CONDITIONING
-I-
ID INSIDE DIAMETER
IN INCH
INSUL INSULATION
INT INTERIOR
-J-
JAN JANITOR'S CLOSET
-L-
L LEFT, LONG, LENGTH
LAB LABORATORY
LAV LAVATORY
LB or # POUND
LVR LOUVER
-M-
MACH MACHINE
MAINT MAINTENANCE
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFR /
MNFR
MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTD MOUNTED
MTL METAL
-N-
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
-O-
OC ON CENTER
OD OUTSIDE DIAMETER
OFF OFFICE
OPNG OPENING
OPP OPPOSITE
-P-
PERIM PERIMETER
PKG PACKAGE
PL PLATE
PLMB PLUMBING
PLYWD PLYWOOD
-A-
ADJ ADJACENT, ADJUSTABLE
AFF ABOVE FINISH FLOOR
AHJ AUTHORITY HAVING JURISDICTION
ALT ALTERNATE
ALUM ALUMINUM
APPROX APPROXIMATE
-B-
BD BOARD
BLDG BUILDING
BO BOTTOM OF, AS IN "BO STEEL"
-C-
CAB CABINET
CID COMPREHENSIVE INTERIOR DESIGN
CJ CONTROL JOINT, CONSTRUCTION
JOINT
CL CENTER LINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
COL COLUMN
COMM COMMUNICATION
CONC CONCRETE
CONT CONTINUOUS
COORD COORDINATE
CORR CORRUGATED OR CORRIDOR
-D-
DBL DOUBLE
DEMO DEMOLITION
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DN DOWN
DR DOOR
DS DOWNSPOUT
DWG DRAWING
-E-
EA EACH
EEW EMERGENCY EYEWASH
EEWS EMERGENCY EYEWASH & SHOWER
EF EXHAUST FAN
EJ EXPANSION JOINT
EL ELEVATION, AS IN HEIGHT
ELEC /
ELECT
ELECTRIC / ELECTRICAL
ELEV ELEVATOR, OR ELEVATION AS IN
NORTH ELEV
EQ EQUAL
EQUIP EQUIPMENT
ETC AND SO FORTH (ETCETERA)
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
-F-
FD FLOOR DRAIN
FE FIRE EXTINGUISHER WITH WALL
BRACKET
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR
FF&E FURNITURE, FIXTURES & EQUIPMENT
FHC FIRE HOSE CABINET (WITH
EXTINGUISHER & BRACKET)
FHR FIRE HOSE REEL (WITH EXTINGUISHER
& BRACKET)
FIN FINISHED, FINISH
FLR FLOOR
FP FIRE PROTECTION
T
UP UP
FRESH WATER PUMP ROOM
USB2
PURE WATER ROOM
USB3
MEDIUM PRESSURE AIR ROOM
USB4
HIGH PRESSURE AIR ROOM
USB5
TELECOM ROOM
USB8
MAIN ELECTRICAL ROOM
USB6
GENERATOR ROOM
USB7
EQUIPMENT YARD
USB0
322' - 7"
C1
A-201
1 2 3 4 5 76
A
B
C
D
TRAILERS FOR
PURE WATER
NITROGEN
CYLINDER TANKS
FUEL OIL TANKS
FIRE PUMP
USB1
TRANSFORMER
42' - 10 1/2" 35' - 10" 98' - 10" 89' - 4 1/2" 23' - 4" 30' - 4 1/2"
/2
/2
FIRE ALARM CLOSET
USB9
UTILITY SERVICES
BUILDING (USB)
GATEHOUSE
GUARD BOOTH
GENERAL FLOOR PLAN NOTES:
1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND
ABBREVIATIONS REFER TO SHEET A-001.
2. REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL
LOCATIONS. FIRE RATED WALLS AND SMOKE PARTITIONS ARE
CONTINUOUS ACROSS DOOR OPENINGS.
3. FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION REFER TO
PARTITION TYPES SHEET.
4. FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,
REFER TO LARGER SCALE DRAWINGS.
5. REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL
FINISH INFORMATION.
6. REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING
DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.
7. DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CONCRETE
WALL, FACE OF METAL STUD, UNLESS NOTED OTHERWISE.
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
EJA
N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
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03/05/2021
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JAMES E. DONAHUE, R.A.
/2
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12829376
BSG BSG
1614696
1/16" = 1'-0" C1
OVERALL FLOOR PLAN
KEY PLAN
8' 16' 32'0'
PLAN
NORTH
PLAN
NORTH
ROOM DESIGNATION
NUMBER NAME AREA
USB0 EQUIPMENT YARD 1159.29 SF
USB1 FIRE PUMP 462.69 SF
USB2 FRESH WATER PUMP ROOM 421.24 SF
USB3 PURE WATER ROOM 1728.87 SF
USB4 MEDIUM PRESSURE AIR ROOM 4849.02 SF
USB5 HIGH PRESSURE AIR ROOM 4379.76 SF
USB6 MAIN ELECTRICAL ROOM 811.01 SF
USB7 GENERATOR ROOM 1481.87 SF
USB8 TELECOM ROOM 252.82 SF
USB9 FIRE ALARM CLOSET 16.80 SF
15563.39 SF
SEAL
UP
T T
UP
B1
A-201
FRESH WATER PUMP ROOM
USB2
PURE WATER ROOM
USB3
MEDIUM PRESSURE AIR ROOM
USB4
EQUIPMENT YARD
USB0
1' - 0"
22' - 0"
FIRE PUMP
USB1
C1
A-202
C1
A-201
1 2 3 4
A
B
C
D
06 08
10 12
1' - 10"
/2
M A
T C
H L
IN
E
A-102 A1
8' - 0"
7'
0"
A-102 B3
C1
C1A
C1
C1
3 20
7 9' - 6"
5'
6"
25' - 7 1/2"25' - 8 1/2"12' - 9 1/2"
42' - 10 1/2" 35' - 10" 98' - 10"
TYP.
2'
1/
2" 9'
2"
13' - 1 1/2"
3' - 8" 3' - 8"
2'
/2
2'
/2
3' - 8"
3'
0"
2'
/2
GENERAL FLOOR PLAN NOTES:
1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND
ABBREVIATIONS REFER TO SHEET A-001.
2. REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL
LOCATIONS. FIRE RATED WALLS AND SMOKE PARTITIONS ARE
CONTINUOUS ACROSS DOOR OPENINGS.
3. FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION REFER TO
PARTITION TYPES SHEET.
4. FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,
REFER TO LARGER SCALE DRAWINGS.
5. REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL
FINISH INFORMATION.
6. REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING
DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.
7. DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CONCRETE
WALL, FACE OF METAL STUD, UNLESS NOTED OTHERWISE.
B1
A-202
D1
A-202
HIGH PRESSURE AIR ROOM
USB5
TELECOM ROOM
USB8
MAIN ELECTRICAL ROOM
USB6
GENERATOR ROOM
USB7
1'
0"
1'
0"
C1 A-301
4 5 76
A
B
C
D
28 27
18 19 20
14 C O
N C
R E
T E
O P
E N
IN
G
8'
0" 9'
8"
M A
T C
H L
IN
E
A-102 A2
A-102 A3
C1B C1
C1
F1DB
F1DB
F1DB
F1DB
89' - 4 1/2" 23' - 4" 30' - 4 1/2"
1'
1/
2"
6'
9"
C O
N C
R E
T E
O P
E N
IN
G
8'
0"
/2
/2
12315' - 7 1/2" EQ EQ 21' - 9" EQ EQ
L-14
L-15
3' - 8"
3' - 11 1/2"
A2
A-701
FIRE ALARM CLOSET
USB9
3'
0" S2AA
S2AA
TYP. 3131
3'
0"
2'
/2
2'
/2
UTILITY SERVICES
BUILDING (USB)
GATEHOUSE
GUARD BOOTH
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
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N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
TI
C
03/05/2021
DJD
JAMES E. DONAHUE, R.A.
/2
/2
:0 :5
P
M C
R e v it P ro je c ts
\P
IE
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-1
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B D b g o n z a le s .r v t
A-101
P -0
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12829377
BSG BSG
1614696
KEY PLAN
WORK NOTES
1 CONC. RAMP, TYP.
2 1 1/2" DIA. STEEL PIPE HANDRAIL, TYP.
3 1 1/2" DIA. STEEL PIPE GUARD RAIL, TYP.
4 CONC. STAIRS, TYP.
5 CONCRETE PAD FOR NITROGEN CYLINDER TANKS, REFER TO MECHANICAL
DRAWINGS
6 TRAILERS FOR PURE WATER, REFER TO MECHANICAL DRAWINGS
7 STEEL LADDER TO PIT
13 DOWNSPOUT, 3" x 4", TYP.
14 LOADING DOCK BUMPER, TYP.
15 LOUVER, SILL TO MATCH BOTTOM OF RADIATOR DISCHARGE. REFER TO
MECHANICAL DRAWINGS
16 FUEL TANK, REFER TO MECHANICAL DRAWINGS
20 PIT FOR PIPING. REFER TO STRUCTURAL AND MECHANICAL DRAWINGS
24 AIR BARRIER SYSTEM
31 BOLLARD, TYP
41 EXTERIOR LADDER TO ROOF
44 TRANSFORMER, REFER TO CIVIL AND ELECTRICAL DRAWINGS
60 WALL THRU DRAIN WITH EXTERIOR SCUPPER SYSTEM, DOWNSPOUT, AND
SPLASH BLOCK
78 PROVIDE SAFETY SWING GATES PAINTED WITH SAFETY YELLOW AT LADDER
ROOF AND PLATFORM OPENINGS ATTACHED TO GUARDRAIL. TYPICAL U.N.O.
PLAN
NORTH
PLAN
NORTH
4' 8' 16'0' 1/8" = 1'-0"
A1
FLOOR PLAN
UP UP
UP
UP
D1
A-2021 2 3 4 5 76
A
B
C
D
43' - 4"
322' - 7"
13 13 13 13 13 13
OPEN TO EQUIPMENT
YARD BELOW
A-102 B1
A-102 B2
37' - 8 1/2" 12' - 0" 24' - 0" 12' - 0" 86' - 10" 12' - 0" 76' - 5" 6' - 0" 6' - 8" 12' - 0"
9' - 3 1/2"
6' - 0" 21' - 8 1/2"
57 58
21 12 13
A4 A-102
GENERAL FLOOR PLAN NOTES:
1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND
ABBREVIATIONS REFER TO SHEET A-001.
2. REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL
LOCATIONS. FIRE RATED WALLS AND SMOKE PARTITIONS ARE
CONTINUOUS ACROSS DOOR OPENINGS.
3. FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION REFER TO
PARTITION TYPES SHEET.
4. FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,
REFER TO LARGER SCALE DRAWINGS.
5. REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL
FINISH INFORMATION.
6. REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING
DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.
7. DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CONCRETE
WALL, FACE OF METAL STUD, UNLESS NOTED OTHERWISE.
UTILITY SERVICES
BUILDING (USB)
GATEHOUSE
GUARD BOOTH
D
3T
1"
2'
9" 1'
0"
5'
0"
12' - 0"
B2 A-201
EQ EQ
D
4'
8"
12' - 0"
B3 A-202
EQ EQ
D
6' - 0"
4'
8"
B3 A-202
SIM.
D
3T
1"
2'
9" 5'
0"
1'
0"
5' - 0" 1' - 6"
B2 A-201
SIM.
3' - 11 1/2"
EQ EQ
D
4'
0"
24' - 0"5' - 0"
" 1'
0"
1' - 0"
2'
/2
D
5' - 0" 24' - 0"
4'
0"
A1 A-201
1'
0"
1' - 0"
METAL ROOF EXPANSION
JOINT COVER
METAL ROOF
FASTENERS SET IN
CONT. DOUBLE
SEALANT TYPICAL
EACH SIDE, FASTEN
TO MET. DECK
CENTERED BETWEEN
STRUCT. BEAM. RE:
STRUCT. DWGS
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
EJA
N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
TI
C
03/05/2021
DJD
JAMES E. DONAHUE, R.A.
/1
/2
:1 :4
P
M C
R e v it P ro je c ts
\P
IE
R P
-1
-A
-U S
B D b g o n z a le s .r v t
A-102
P -0
R
E P
L A
C E
S U
B M
A R
IN
E
P
IE
R
U S
B -R
O O
F P
LA
N
EV
12829378
BSG BSG
1614696
1/16" = 1'-0" C1
ROOF PLAN
KEY PLAN
WORK NOTES
1 CONC. RAMP, TYP.
2 1 1/2" DIA. STEEL PIPE HANDRAIL, TYP.
3 1 1/2" DIA. STEEL PIPE GUARD RAIL, TYP.
9 STANDING SEAM METAL ROOF, HYDROSTATIC TYPE
12 GUTTER, 6" x 6", TYP
13 DOWNSPOUT, 3" x 4", TYP.
17 METAL CANOPY, TYP.
21 ROOFTOP MECHANCAL EQUIPMENT, REFER TO MECH. DRAWINGS
37 ROOF/CANOPY ABOVE
41 EXTERIOR LADDER TO ROOF
57 CABLE ANCHORS FOR FALL RESTRAINT SYSTEM SPACED @ 25'-0" MIN.
58 FALL RESTRAINT LANYARD CABLE SYSTEM
81 PROVIDE BOTTOM DOWNSPOUT ELBOW TYPE B TO DRAIN AWAY FROM RAMP
84 ROOF EXPANSION JOINT
PLAN
NORTH
PLAN
NORTH
8' 16' 32'0'
ROOF DRAINAGE CALCULATIONS
TYP. ROOF DRAIN
AREA MATERIAL SLOPE AREA (SF) DS QTY (AVERAGE) AREA / DS
DS AREA / 340 (SI)
100 YR *MIN. DS SIZE PROVIDED
RAINFALL
INTENSITY IA
GUTTER LENGTH
(FT)
*MIN GUTTER
WIDTH (IN)
PROVIDED
*MIN GUTTER DEPTH
(IN) PROVIDED
TYP. DRAIN AREA STANDING SEAM METAL
ROOF
1 / 12 16364 6 PER ROOF DRAIN
AREA
2727 9 3"X3" (3"X4" PROVIDED) 3.5 95545 54 6" (6" PROVIDED) 6" (6" PROVIDED)
*NOTES:
1. UFC 3-110-03 REQUIRES THE USE OF UFC 3-400-02 “DESIGN: ENGINEERING WEATHER DATA” AND INTERNATIONAL PLUMBING CODE FOR DETERMINING 100
YEAR HOUR RAINFALL DATA. (SUPERSEDES SMACNA 5 MIN. INTENSITY DATA). AS PER SEC 1106.1, THE HOUR RAINFALL IS 3.25 TO 3.5 FOR NORFOLK, VA
2. CALCULATIONS ARE BASED ON 54FT. GUTTER LENGTH PER ONE DOWNSPOUT. THE TYPICAL ROOF DRAIN AREA IS 2727 SF TO ONE DOWNSPOUT.
3. GUTTER SIZING:
A= 2727 SF (16364SF/6); I= 3.5 RAINFALL INTENSITY
L= 54FT (322.58/6): M=1
IA= 95545 (2727 X 3.5)
4. DOWNSPOUT SIZING:
AREA OF ROOF = 16364 SF
1/4" = 1'-0" A1
TYP. LARGE STAIR PLAN
1/4" = 1'-0" B1
TYP. LARGE CANOPY PLAN
1/4" = 1'-0"
B2
TYP. CANOPY PLAN
1/4" = 1'-0" A2
TYP. STAIR PLAN
1/4" = 1'-0" B3
WEST RAMP LAYOUT
1/4" = 1'-0" A3
EAST RAMP LAYOUT
2' 4' 8'0' 2' 4' 8'0' 2' 4' 8'0'
2' 4' 8'0' 2' 4' 8'0'2' 4' 8'0'
1" = 1'-0" A4
ROOF EXPANSION JOINT
1' 2'0' 6"
USB FLOOR LEVEL
10' - 3"
1 2 3
23 62
L-9
L-8
L-2
L-3
V
IF
VIF
53' - 10" +/-
VIF
10' - 4" +/-
VIF
11' - 0" +/-
VIF
20' - 5" +/-
V
IF
V
IF
1/ 2"
USB FLOOR LEVEL
10' - 3"
C1 A-301
4 5 76
L-13L-4
V
IF
VIF
35' - 5" +/-
V
IF
0"
3' - 0" +/- (VIF)
USB FLOOR LEVEL
10' - 3"
A B C D
60 4
USB FLOOR LEVEL
10' - 3"
R
2'
0"
3'
6"
3'
0"
1' - 0"
USB FLOOR LEVEL
10' - 3"
12 MAX.
5' - 0" 1' - 0"
EQEQEQEQEQEQ
24' - 0"
3'
0"
2'
0"
EXTERIOR MATERIAL SCHEDULE
DESCRIPTION
PREFINISHED STANDING
SEAM METAL ROOF
PREFIN. METAL GUTTER;
DOWNSPOUT; SCUPPERS,
GUARDRAILS AND HANDRAILS
CONCRETE FINISH
SMOOTH TROWEL
MANUF MODEL/COLOR
AS
SPECIFIED
AS
SPECIFIED
COLOR TO MATCH
FEDERAL STANDARD 36415
AS
SPECIFIED
DARK BRONZE
COLOR PAINTED TO MATCH
FEDERAL STANDARD 27780
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
EJA
N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
TI
C
03/05/2021
DJD
JAMES E. DONAHUE, R.A.
/1
/2
:1 :4
P
M C
R e v it P ro je c ts
\P
IE
R P
-1
-A
-U S
B D b g o n z a le s .r v t
A-201
P -0
R
E P
L A
C E
S U
B M
A R
IN
E
P
IE
R
U S
B
S O
U
TH
W
E S
T B
U
IL
D
IN
G E
LE
V
A
TI
O N
EV
12829379
BSG BSG
1614696
1/8" = 1'-0" D1
PARTIAL BLDG ELEVATION - SOUTH
WORK NOTES
2 1 1/2" DIA. STEEL PIPE HANDRAIL, TYP.
3 1 1/2" DIA. STEEL PIPE GUARD RAIL, TYP.
4 CONC. STAIRS, TYP.
9 STANDING SEAM METAL ROOF, HYDROSTATIC TYPE
12 GUTTER, 6" x 6", TYP
13 DOWNSPOUT, 3" x 4", TYP.
14 LOADING DOCK BUMPER, TYP.
17 METAL CANOPY, TYP.
21 ROOFTOP MECHANCAL EQUIPMENT, REFER TO MECH. DRAWINGS
41 EXTERIOR LADDER TO ROOF
45 CONSTRUCTION JOINT FOR CONC. WALL, RE: TO STRUCT. DWGS.; 30'-0" MAX;
KEEP AWAY FROM OPENINGS & BEAM BEARING POINTS @ 2'-0" MIN.
46 SMOOTH TROWEL FINISH ON CONCRETE WITH EXTERIOR PAINT TO MATCH
FIELD COLOR "FEDERAL STANDARD 27780"
59 SPLASH BLOCK, TYP
60 WALL THRU DRAIN WITH EXTERIOR SCUPPER SYSTEM, DOWNSPOUT, AND
SPLASH BLOCK
61 OVERHEAD COILING DOOR
62 HOLLOW METAL DOOR
85 PROVIDE SAFETY CHAIN ATTACHED TO LADDER
4' 8' 16'0'1/8" = 1'-0" C1
PARTIAL BLDG ELEVATION - SOUTH
1/8" = 1'-0" B1
BLDG ELEVATION - WEST
4' 8' 16'0'
1' 2' 4'0'
1/2" = 1'-0" B2
TYP. STAIR SECTION
1' 2' 4'0'
1/2" = 1'-0" A1
TYP. RAMP SECTION
4' 8' 16'0'
ABCD
14 31
L-15 L-14
USB FLOOR LEVEL
10' - 3"
C1 A-301
457 6
45L-5
L-7 L-6
L-11
L-12
VIF
6' - 0" +/-
VIF
21' - 6" +/-
VIF
6' - 0" +/-
VIF
24' - 6 1/2" +/-
VIF
14' - 8" +/-
V
IF
V
IF
V
IF
1"
V
IF
USB FLOOR LEVEL
10' - 3"
L-1
BEHIND AT
EQUIPMENT YARD
EXTERIOR WALL
L-10
L-11L-11
V
IF
V
IF
V
IF
/2
VIF
11' - 3" +/-
VIF
18' - 6" +/-
VIF
38' - 2" +/-
VIF
16' - 6 1/2" +/-
V
IF
3/4" DIA. METAL
TENSION ROD SYS
1 1/2" METAL DECK
METAL TRIM
STANDING SEAM
METAL ROOF
PLAN
BRACKET DETAIL
POLYURETHANE
1/8" MOLDED
SAFETY CAPS
7-1/4"
4-1/2"
1/4" 3"
8-1/2"
V E
R
IF
Y W
IT
H
M A
N U
F A
C
TU
R E
R
4'
0" 6"
1'
0" 3'
0"
1'
0"
CHANNEL
SIDERAIL
1'- 8"
1' - 8"
GRAB BAR
SAFETY CHAIN
CONCRETE SLAB
SLOPE
DOWNSPOUT
FLASHING / SCUPPER
SYSTEM
CONC WALL
SPLASH BLOCK
USB FLOOR
LEVEL
10' - 3"
TOP OF
SLAB
6" DIA. PIPE
BOLLARD 3'-6"
HIGH, PAINTED.
SURFACE
ANCHORED
10"
ANCHOR BOLT AS
RECOMMENDED BY
MANUFACTURER
PLANELEVATION
0' - 3"
OPENING
COILING DOOR
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
EJA
N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
TI
C
03/05/2021
DJD
JAMES E. DONAHUE, R.A.
/1
/2
:1 :5
P
M C
R e v it P ro je c ts
\P
IE
R P
-1
-A
-U S
B D b g o n z a le s .r v t
A-202
P -0
R
E P
L A
C E
S U
B M
A R
IN
E
P
IE
R
U S
B
N O
R
TH
E
A S
T B
U
IL
D
IN
G E
LE
V
A
TI
O N
EV
12829380
BSG BSG
1614696
1/8" = 1'-0" B1
BLDG ELEVATION - EAST
4' 8' 16'0'
4' 8' 16'0'
WORK NOTES
2 1 1/2" DIA. STEEL PIPE HANDRAIL, TYP.
3 1 1/2" DIA. STEEL PIPE GUARD RAIL, TYP.
4 CONC. STAIRS, TYP.
9 STANDING SEAM METAL ROOF, HYDROSTATIC TYPE
12 GUTTER, 6" x 6", TYP
13 DOWNSPOUT, 3" x 4", TYP.
14 LOADING DOCK BUMPER, TYP.
15 LOUVER, SILL TO MATCH BOTTOM OF RADIATOR DISCHARGE. REFER TO
MECHANICAL DRAWINGS
17 METAL CANOPY, TYP.
31 BOLLARD, TYP
45 CONSTRUCTION JOINT FOR CONC. WALL, RE: TO STRUCT. DWGS.; 30'-0" MAX;
KEEP AWAY FROM OPENINGS & BEAM BEARING POINTS @ 2'-0" MIN.
46 SMOOTH TROWEL FINISH ON CONCRETE WITH EXTERIOR PAINT TO MATCH
FIELD COLOR "FEDERAL STANDARD 27780"
60 WALL THRU DRAIN WITH EXTERIOR SCUPPER SYSTEM, DOWNSPOUT, AND
SPLASH BLOCK
62 HOLLOW METAL DOOR
85 PROVIDE SAFETY CHAIN ATTACHED TO LADDER
1/8" = 1'-0"
D1
PARTIAL BLDG ELEVATION - NORTH
1/8" = 1'-0" C1
PARTIAL BLDG ELEVATION - NORTH
4' 8' 16'0'
1/2" = 1'-0" B3
CANOPY
1' 2' 4'0'
1/2" = 1'-0" A4
LADDER DETAIL
1' 2' 4'0'
1 1/2" = 1'-0" A3
SCUPPER DETAIL
4"0' 8" 1'-4"1" = 1'-0"
A1
BOLLARD DETAIL
4' 8' 16'0'
A B C D
A-301
B2
A-301
B1
TELECOM ROOM
USB8
MAIN ELECTRICAL ROOM
USB6
USB FLOOR LEVEL
10' - 3"
D
USB FLOOR LEVEL
10' - 3"
A
ALL WELDED
CONSTRUCTION
3" WIDE
ATTACHMENT
FLANGE
RUBBER GASKET
RIGID INSULATION
DEFLECTOR PLATE
CAULK FULL
PERIMETER
INTEGRAL CRICKET
EDGE SEALANT -
REFER TO NOTE 4
REINFORCED MEMBRANE
1 1/2" MINIMUM
HOT AIR WELD
BONDING ADHESIVE - REFER
TO NOTES 1 AND 2
METAL CAP AND COUNTER FLASHING
FASTEN AT 12" ON CENTER
USE (1) ONE CONTINUOUS SHEET
OF REINFORCED MEMBRANE TO
WRAP AROUND CURB
RUBBER OR URETHANE
ROD STOCK ADHERED IN
PLACE
REGARDLESS OF
FLASHING HEIGHT
ADHESIVE IS REQUIRED
WITH THIS OPTIONAL
TERMINATION
OPTIONAL
TERMINATION
ISOMETRIC
MODIFIED BITUMINOUS
ROOFING SYSTEM
SEAM FASTENING PLATE AT 12" ON
CENTER MAXIMUM BY ROOFING
MANUFACTURER
WRAP MEMBRANE
OVER TOP EDGE OF
CURB
M
IN
CONTINUOUS CANT
PRESSURE TREATED WOOD
BLOCKING ANCHORED TO
ROOF DECK
NOTES:
1.
2.
3.
4.
5.
ROOF SYSTEM MANUFACTURER APPROVED BONDING ADHESIVE ON BASE FLASHING
MUST BE FULLY-ADHERED FULL HEIGHT.
TERMINATION BAR MUST BE INSTALLED ON VERTICAL SURFACE.
FLASHING MEMBRANE FASTENED APPROXIMATELY 12" ON CENTER. IF FASTENER
PENETRATES METAL COUNTER FLASHING, USE NEOPRENE WASHER OR APPLY
WATER CUT-OFF MASTIC UNDER COUNTER FLASHING OR CAULK FASTENER HEAD.
REFER TO SPECIFICATION FOR ACCEPTABLE FASTENERS AND PLATES.
COORDINATE ANCHORAGE OF WOOD BLOCKING AND ROOFING WITH STRUCTURAL
DRAWINGS.
MODIFIED MEMBRANE
FLASHING PLY
BASE FLASHING PLY
MODIFIED BITUMEN
MEMBRANE ROOFING
RIGID INSULATION, STAGGER ALL
JOINTS, FASTEN PER
SPECIFICATION
METAL ROOF DECK, RE:
STRUC.
4" MIN.
12" MIN.
SEALANT AT FULL PERIMETER
DRAWBAND
WATERTIGHT SHEET METAL
RAIN COLLAR
SEALANT AT FULL PERIMETER
1/2" PROTECTION BOARD
PIPE OR VENT THROUGH ROOF
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
EJA
N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
TI
C
03/05/2021
DJD
JAMES E. DONAHUE, R.A.
/1
/2
:1 :0
P
M C
R e v it P ro je c ts
\P
IE
R P
-1
-A
-U S
B D b g o n z a le s .r v t
A-301
P -0
R
E P
L A
C E
S U
B M
A R
IN
E
P
IE
R
U S
B -B
U
IL
D
IN
G S
E C
TI
O
N , W
A
LL
S E
C T
IO
N
S A
N D
M
IS
C E
LL
A
N E
O U
S D
E
TA
IL
S
EV
12829381
BSG BSG
1614696
1/4" = 1'-0" C1
BUILDING SECTION
2' 4' 8'0'
WORK NOTES
9 STANDING SEAM METAL ROOF, HYDROSTATIC TYPE
12 GUTTER, 6" x 6", TYP
13 DOWNSPOUT, 3" x 4", TYP.
17 METAL CANOPY, TYP.
22 RIGID INSULATION WITH THICKNESSS TO ACHIEVE R-12
23 1 1/2" METAL DECK
24 AIR BARRIER SYSTEM
27 BATT INSULATION TO ACHIEVE R-10
28 BATT INSULATION TO ACHIEVE R-20
30 MOISTURE RESISTANT 5/8" GYP. BD.
79 PROVIDE DIAGONAL BRACING @ 16" O.C.
80 CONCRETE WALL
1/2" = 1'-0" B2
TYP. WALL SECTION
1/2" = 1'-0"
B1
WALL SECTION @ TELECOMM
1' 2' 4'0' 1' 2' 4'0'
1 1/2" = 1'-0" A1
CURB DETAIL - METAL ROOF
NOT TO SCALE
A3
CURB DETAIL - MODIFIED BITUMEN
1' 2' 4'0'
3" = 1'-0" B4
PIPE PENETRATION DETAIL
0' 6"3" 9"
UTILITY SERVICES
BUILDING (USB)
GATEHOUSE
GUARD BOOTH
C1
A-501
B1
A-501
B3
A-501
C3
A-501
A3 A-502
/8
/8
6'
3/
4"
36' - 8"
6'
3/
4"
EQUIPMENT
GH04
STO
GH03
TOILET
GH02
SENTRY
GH01
W1
W1
12' - 8 1/8" 7' - 6"
S2AB S2AB
S2AB
S2AB
A-401
A1
A-404 C2
A2
B2 A2
A DB
5' - 3 1/4"
C
34' - 1 1/2" 5' - 3 1/4"
/2
1'
0"
3/ 4"
/8
1'
0"
44' - 8"
0'
1/
4"
5 4 6
C3 A-502
W1
1' - 3 7/8"
S2AC
F1DC
2'
0"
2' - 0"
2'
0"
2' - 0"
2' - 0"
2'
0"
2' - 0"3' - 0" 3' - 0"
A-502 D1
TYP.
1' - 6"
1' - 6"
3'
1/
8"
3' - 6 7/8"
3' - 6 7/8"
GATEHOUSE FLOOR
LEVEL
8' - 6"
P O
R C
E
LA
IN
T
IL
E
W A
IN
S
C O
T
4'
GATEHOUSE FLOOR
LEVEL
8' - 6"
P O
R C
E
LA
IN
T
IL
E
W A
IN
S
C O
T
4'
GENERAL FLOOR PLAN NOTES:
1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND
ABBREVIATIONS REFER TO SHEET A-001.
2. REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL
LOCATIONS. FIRE RATED WALLS AND SMOKE PARTITIONS ARE
CONTINUOUS ACROSS DOOR OPENINGS.
3. FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION REFER TO
PARTITION TYPES SHEET.
4. FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED,
REFER TO LARGER SCALE DRAWINGS.
5. REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL
FINISH INFORMATION.
6. REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING
DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.
7. DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CONCRETE
WALL, FACE OF METAL STUD, UNLESS NOTED OTHERWISE.
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
EJA
N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
TI
C
03/05/2021
DJD
JAMES E. DONAHUE, R.A.
/1
/2
:2 :5
P
M C
R e v it P ro je c ts
\P
IE
R P
-1
-A
-G H
B D b g o n z a le s .r v t
A-401
P -0
R
E P
L A
C E
S U
B M
A R
IN
E
P
IE
R
G A
T E
H O
U S
E F
LO
O
R P
LA
N
EV
12829382
BSG BSG
1614696
2' 4' 8'0'
PLAN
NORTH
WORK NOTES
13 DOWNSPOUT, 3" x 4", TYP.
18 BRICK VENEER FINISH
36 CONCRETE BULLNOSE, REFER TO CIVIL AND STRUCTURAL DRAWINGS
37 ROOF/CANOPY ABOVE
41 EXTERIOR LADDER TO ROOF
59 SPLASH BLOCK, TYP
65 SOLID SURFACE COUNTERTOP
71 PROVIDE FINISH TLP-1, SEE FINISH SCHEDULE
72 PROVDE FINISH TLP-2, SEE FINISH SCHEDULE
73 PROVIDE FINISH TLP-3, SEE FINISH SCHEDULE
74 PROVIDE FINISH TLPB-1, SEE FINISH SCHEDULE
KEY PLAN
PLAN
NORTH
1/4" = 1'-0" B1
GATEHOUSE FLOOR PLAN
1/4" = 1'-0" A1
TOILET ELEVATION - SOUTH
1/4" = 1'-0"
A2
TOILET ELEVATION -WEST
ACCESSORY SCHEDULE
NO. DESCRIPTION MOUNTING HEIGHT MFG MODEL NO.
1 36" HORIZONTAL GRAB BAR 2'-11" AFF TO TOP OF GRAB BAR BOBRICK B-6806 Series
2 42" HORIZONTAL GRAB BAR 2'-11" AFF TO TOP OF GRAB BAR BOBRICK B-6806 Series
3 TOILET TISSUE DISPENSER 1'-6" MIN AFF TO DISPENSING OUTLET BOBRICK B-2892
4 SOAP DISPENSER 3'-4" AFF TO DISPENSING OUTLET BOBRICK B-2111
5 PAPER TOWEL DISPENSER 3'-11" AFF TO HIGHEST OPERABLE PART BOBRICK B-2974
6 STAINLESS STEEL FRAME MIRROR 3'-4" AFF TO BOTTOM OF REFLECTIVE SURFACE BOBRICK B-165-2436 2' 4' 8'0' 2' 4' 8'0'
BMS
J
PS
J
A3 A-502
/2
50' - 8"
3" / 12"
3" / 12"
A DB C
3'
0" 3'
0"
/2
3' - 0" 3' - 0"44' - 8"
C3 A-502
UTILITY SERVICES
BUILDING (USB)
GATEHOUSE
GUARD BOOTH
44' - 8"
1/ 2"
/1 2"
1/2"/12" 1/2"/12"
A DB C
C3 A-502
5'
7/
8" 3'
4"
2' x 2' ACOUSTICAL CEILING TILE
GYPSUM BOARD - PAINT
10' - 0" A.F.F. CEILING HEIGHT ABOVE FINISH FLOOR
EXPOSED CEILING
STRIP LIGHT FIXTURE
2' x 2' TROFFER FIXTURE - RECESSED
CEILING LEGEND
EQUIPMENT
GH04
SENTRY
GH01
B C
C3 A-502
9' - 0" A.F.F.
9' - 0" A.F.F.
9' - 0" A.F.F.
41 3333
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
EJA
N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
TI
C
03/05/2021
DJD
JAMES E. DONAHUE, R.A.
/1
/2
:2 :5
P
M C
R e v it P ro je c ts
\P
IE
R P
-1
-A
-G H
B D b g o n z a le s .r v t
A-402
P -0
R
E P
L A
C E
S U
B M
A R
IN
E
P
IE
R
G A
TE
H
O U
S E
R O
O F
P
LA
N
R E
F
LE
C
TE
D C
E
IL
IN
G
P
LA
N
EV
12829383
BSG BSG
1614696
1/4" = 1'-0" B1
GATEHOUSE ROOF PLAN AT CANOPY
WORK NOTES
21 ROOFTOP MECHANCAL EQUIPMENT, REFER TO MECH.
DRAWINGS
29 STANDING SEAM METAL ROOF FOR GATEHOUSE
33 12" x 12" ACCESS PANEL
37 ROOF/CANOPY ABOVE
40 BUILT-UP MODIFIED BITUMEN ROOF SYSTEM
41 EXTERIOR LADDER TO ROOF
47 METAL SCUPPER AND CONDUCTOR HEAD, TYP.
56 ROOF CURB, RE: DETAIL A3/A-301
59 SPLASH BLOCK, TYP
64 GUTTER, 5" X 5", TYP.
75 ACCESS DOOR IN WALLS FOR PLUMBING EQUIPMENT. RE:
PLUMBING FOR LOCATIONS
KEY PLAN
PLAN
NORTH
1/4" = 1'-0" (A-501) B3
GATEHOUSE LOWER ROOF PLAN
PLAN
NORTH
2' 4' 8'0'
PLAN
NORTH
2' 4' 8'0'
2' 4' 8'0'
PLAN
NORTH
1/4" = 1'-0" A1
GATEHOUSE REFLECTED CELING PLAN
GUARD BOOTH FLR
LEVEL
8' - 9"
ROOF
18' - 5"
W3
GUARD BOOTH FLR
LEVEL
8' - 9"
ROOF
18' - 5"
A3 A-40354
ABC
W2
GUARD BOOTH FLR
LEVEL
8' - 9"
ROOF
18' - 5"
A3 A-403
A B C
GUARD BOOTH FLR
LEVEL
8' - 9"
ROOF
18' - 5"
1 2
W4
UTILITY SERVICES
BUILDING (USB)
GATEHOUSE
GUARD BOOTH
3'
/2
2'
0"
2' - 0" 2' - 0"
GUARD BOOTH
GB01
1'
5" 8'
/2
0'
8"
0' - 8" 10' - 6 7/8" 0' - 8"
8' - 7"
6'
4"
7' - 11 3/8" 1 2
A
B
C
6'
/8
5'
/8
1'
0"
A-403
C3
TYP.
11' - 10 3/4"
2' - 7 5/8"
EQ EQ
E Q
E Q
W2
W3
1/2" / 12"
1/ 2"
/1 2"
1/ 2"
/1 2"
A3 A-403
1 2
A
B
C
11' - 10 3/4"
GUARD BOOTH FLR
LEVEL
8' - 9"
ROOF
18' - 5"
C E
IL
IN
G H
E
IG
H T
8'
6"
3'
0"
2' - 1"
A-404 C1
1/2" 12"
1 2
0' - 1" 0' - 1"
8'
4"
0'
4"
1. REFER TO SHEET A-501 FOR EXTERIOR MATERIAL SCHEDULE
GENERAL FLOOR PLAN NOTES:
1 2
A
B
C
GYPSUM BOARD CEILING- PAINT
RECESSED LIGHT FIXTURE
2' x 2' TROFFER FIXTURE - RECESSED
CEILING LEGEND
METAL SOFFIT
2' - 0"
2'
0"
BRICK TIES @ 16" VERT. TYP.
BRICK VENEER
CONCRETE COLUMN
AND REINF. RE: STRUCT
0' - 0 5/8" 0' - 0 5/8"
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
EJA
N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
TI
C
03/05/2021
DJD
JAMES E. DONAHUE, R.A.
/1
/2
:2 :4
P
M C
R e v it P ro je c ts
\P
IE
R P
-1
-A
-G B
B D b g o n z a le s .r v t
A-403
P -0
G
U A
R D
B O
O T
H
G U
A R
D B
O O
TH
P
LA
N S
A N
D E
LE
V
A T
IO
N
S
EV
12829384
BSG BSG
1614696
WORK NOTES
13 DOWNSPOUT, 3" x 4", TYP.
18 BRICK VENEER FINISH
19 METAL SOFFIT
23 1 1/2" METAL DECK
24 AIR BARRIER SYSTEM
27 BATT INSULATION TO ACHIEVE R-10
30 MOISTURE RESISTANT 5/8" GYP. BD.
35 METAL PANEL
37 ROOF/CANOPY ABOVE
38 METAL COPING
39 RIGID INSULATION WITH THICKNESSS TO ACHIEVE R-20.5 MIN.
40 BUILT-UP MODIFIED BITUMEN ROOF SYSTEM
42 RIGID INSULATION WITH THICKNESSS TO ACHIEVE R-30
48 BRICK SOLDIER COURSE
49 BRICK ROWLOCK COURSE
54 CHAIN LINK FENCE, REFER TO CIVIL DRAWINGS
55 METAL Z-GIRTS & SUB FRAMING TO SUPPORT METAL PANEL
59 SPLASH BLOCK, TYP
63 SUSPENDED CEILING
64 GUTTER, 5" X 5", TYP.
66 EXTERIOR COLUMN
67 HALF LITE HOLLOW METAL DOOR
68 CHAIN LINK FENCE GATE
69 AIR CAVITY
77 MASONRY WALL TIES SPACED @ 16" VERT. TYP.
82 EXTERIOR SHEATHING
1/4" = 1'-0" B2
NORTH ELEVATION
1/4" = 1'-0" D3
EAST ELEVATION
1/4" = 1'-0"
D2
WEST ELEVATION
2' 4' 8'0' 2' 4' 8'0'
2' 4' 8'0'
1/4" = 1'-0" D1
SOUTH ELEVATION
2' 4' 8'0'
KEY PLAN
PLAN
NORTH
1/4" = 1'-0" A1
GUARD BOOTH - FLOOR PLAN
2' 4' 8'0'
PLAN
NORTH
1/4" = 1'-0" B1
GUARD BOOTH - ROOF
2' 4' 8'0'
PLAN
NORTH
0' 1' 2' 3'3/4" = 1'-0" A3
WALL SECTION
1/4" = 1'-0"
A2
GUARD BOOTH - CEILING PLAN
PLAN
NORTH
2' 4' 8'0'
1" = 1'-0" C3
COLUMN DETAIL
GATEHOUSE FLOOR
LEVEL
8' - 6"
C1 A-404
B1 A-404
0'
4"
BASE, RB-1
BACKSPLASH,
SSF-1
COUNTERTOP,
SSF-1
DRAWERS,
PLAM-1
GATEHOUSE FLOOR
LEVEL
8' - 6"
C
C1 A-404
A1 A-404
BASE, RB-1
BACKSPLASH,
SSF-1COUNTERTOP,
SSF-1
CABINETS,
PLAM-1
GATEHOUSE FLOOR
LEVEL
8' - 6"
C
C1 A-404
A1 A-404
BASE, RB-1
BACKSPLASH,
SSF-1
COUNTERTOP,
SSF-1
DRAWERS,
PLAM-1
DRAWER ASSEMBLY
2' - 1"
DRAWER FRONTS:
3/4" PANEL, PLAM-1
CABINET INTERIOR, AND
DRAWER ASSEMBLIES:
MELAMINE WHITE
BASE
RE: ROOM FINISH SCHEDULE
FINISHED FLOOR
RE: ROOM FINISH SCHEDULE
3" 2' - 0"
SOLID SURFACE COUNTERTOP,
SSF-1
DRAWER ASSEMBLY
DRAWER ASSEMBLY
DRAWER ASSEMBLY
DRAWER PULL
3/4" PLYWOOD SUBSTRATE
SOLID SURFACE BACK SPLASH, SSF-1
FACE OF
WALL
WOOD
BLOCKING
3/4" WOOD
SUBSTRATE
4" DEEP BOXED
DRAWER ON SOFT-
CLOSE FULL
EXTENSION BALL
BEARING SIDE
MOUNT DRAWER
SLIDES
DRAWER ASSEMBLY
ADJUSTABLE SHELF
SUPPORT SYSTEM
DOOR AND DRAWER FRONTS:
3/4" SUBSTRATE, PLAM-1
CABINET INTERIOR, SHELVES,
AND DRAWER ASSEMBLIES,
MELAMINE WHITE
BASE
RE: ROOM FINISH SCHEDULE
FINISHED FLOOR
RE: ROOM FINISH SCHEDULE
/2
/2
2' - 1"
SOLD SURFACE BACK SPLASH
3/4" PLYWOD SUBSTRATE
SOLID SURFACE COUNTERTOP, SSF-1
WD BLOCKING
SECURITY
SEALANT
METAL SUPPORT
BRACKETS
3' -0
(G
U A
R D
B O
O T
H
2'
4" (G
A T
E H
O U
S E
2' - 1"
3/4" PLYWOOD SUBSTRATE
SOLID SURFACE BACKSPLASH, SSF-1
WOOD BLOCKING
FACE OF WALL
SOLID SURFACE COUNTER TOP, SSF-1
0'
4"
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
EJA
N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
TI
C
03/05/2021
DJD
JAMES E. DONAHUE, R.A.
/1
/2
:2 :5
P
M C
R e v it P ro je c ts
\P
IE
R P
-1
-A
-G H
B D b g o n z a le s .r v t
A-404
P -0
R
E P
L A
C E
S U
B M
A R
IN
E
P
IE
R
C A
S E
W O
R K
D E
TA
IL
S
TLS
12829385
BSG BSG
1614696
1/2" = 1'-0" C2
CASEWORK ELEVATION
1/2" = 1'-0" B2
CASEWORK ELEVATION
1/2" = 1'-0" A2
CASEWORK ELEVATION
1 1/2" = 1'-0" (A-404) B1
CASEWORK SECTION
1 1/2" = 1'-0" (A-404) A1
CASEWORK SECTION
1 1/2" = 1'-0" (A-404) C1
CASEWORK SECTION
4"0' 8" 1'-4"
4"0' 8" 1'-4"
4"0' 8" 1'-4"
1' 2' 4'0'
1' 2' 4'0'
1' 2' 4'0'
ROOF
29' - 3"
GATEHOUSE FLOOR
LEVEL
8' - 6"
V E
H
IC
LE
C
LE
A
R A
N C
E
3'
6"
2" / 12" 2" / 12"
W1
ROOF
29' - 3"
GATEHOUSE FLOOR
LEVEL
8' - 6"
2" / 12" 2" / 12"
A DB C
W1
ROOF
29' - 3"
GATEHOUSE FLOOR
LEVEL
8' - 6"
2" / 12" 2" / 12"
AD BC
W1
ROOF
29' - 3"
GATEHOUSE FLOOR
LEVEL
8' - 6"
V E
H
IC
LE
C
LE
A
R A
N C
E
3'
6"
2" / 12" 2" / 12"
1 2 3
A-502 A4
EXTERIOR MATERIAL SCHEDULE
DESCRIPTION
BRICK MASONRY; RUNNING
ROWLOCK/SOLDIER COURSE
PREFINISHED STANDING
SEAM METAL ROOF
PREFIN. METAL GUTTER;
DOWNSPOUT; SCUPPERS,
LADDER & RAILINGS
BRICK MASONRY; SOLDIER
COURSE
MANUF MODEL/COLOR
AS
SPECIFIED
AS
SPECIFIED
AS
SPECIFIED
COLOR TO MATCH
FEDERAL STANDARD 36415
AS
SPECIFIED
AS
SPECIFIED
RED BRICK AND MORTAR TO MATCH
EXIST PIER 4 GATEHOUSE
DARK BRONZE
METAL PANEL COLOR TO MATCH FEDERAL
STANDARD 27780
RED BRICK AND MORTAR TO MATCH
EXIST PIER 4 GATEHOUSE
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
EJA
N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
TI
C
03/05/2021
DJD
JAMES E. DONAHUE, R.A.
/1
/2
:2 :2
P
M C
R e v it P ro je c ts
\P
IE
R P
-1
-A
-G H
B D b g o n z a le s .r v t
A-501
P -0
R
E P
L A
C E
S U
B M
A R
IN
E
P
IE
R
G A
T E
H O
U S
E B
U
IL
D
IN
G E
LE
V
A T
IO
N
S
EV
12829386
BSG BSG
1614696
AERIAL VIEW OF GATEHOUSE
1/4" = 1'-0" B1
ELEVATION AT EAST ENTRY
1/4" = 1'-0" C1
ELEVATION AT SOUTH
1/4" = 1'-0"
C3
ELEVATION AT NORTH
1/4" = 1'-0" B3
ELEVATION AT WEST
WORK NOTES
13 DOWNSPOUT, 3" x 4", TYP.
18 BRICK VENEER FINISH
29 STANDING SEAM METAL ROOF FOR GATEHOUSE
32 PREFIN. METAL FASCIA
35 METAL PANEL
41 EXTERIOR LADDER TO ROOF
47 METAL SCUPPER AND CONDUCTOR HEAD, TYP.
48 BRICK SOLDIER COURSE
64 GUTTER, 5" X 5", TYP.
70 HALF LITE HOLLOW METAL DOOR WITH TRANSOM
85 PROVIDE SAFETY CHAIN ATTACHED TO LADDER
2' 4' 8'0' 2' 4' 8'0'
2' 4' 8'0'2' 4' 8'0'
T ectonic Cop yright 2007
T ectonic Copyrig ht 2007
T ectonic Cop yright 2007
ROOF
29' - 3"
GATEHOUSE FLOOR
LEVEL
8' - 6"
A-502 A1 29
7'
2"
9'
0"
3" / 12" 3" / 12"
1'
0"
STO
GH03
TOILET
GH02
GATEHOUSE FLOOR
LEVEL
8' - 6"
3'
6"
ROOF
29' - 3"
GATEHOUSE FLOOR
LEVEL
8' - 6"
A DB C
A-502 A2
9'
0"
7'
3/
4"
TOILET
GH02
SENTRY
GH01
EQUIPMENT
GH04
ROOF
29' - 3"
GATEHOUSE FLOOR
LEVEL
8' - 6"
DC
24 PLAN
POLYURETHANE
1/8" MOLDED
SAFETY CAPS
7-1/4"
V E
R
IF
Y W
IT
H
M A
N U
F A
C T
U R
E R
CHANNEL
SIDERAIL
1'- 8"
1' - 8"
GRAB BAR
SAFETY CHAIN
2' - 0"
2'
0"
BRICK TIES @ 16" VERT., TYP.
BRICK VENEER
STEEL COLUMN
RE: STRUCT
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
EJA
N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
TI
C
03/05/2021
DJD
JAMES E. DONAHUE, R.A.
/1
/2
:2 :2
P
M C
R e v it P ro je c ts
\P
IE
R P
-1
-A
-G H
B D b g o n z a le s .r v t
A-502
P -0
R
E P
L A
C E
S U
B M
A R
IN
E
P
IE
R
G A
T E
H O
U S
E B
U
IL
D
IN
G W
A
LL
S E
C T
IO
N
S
EV
12829387
BSG BSG
1614696
1/4" = 1'-0" A3
EAST BUILDING SECTION
WORK NOTES
13 DOWNSPOUT, 3" x 4", TYP.
18 BRICK VENEER FINISH
19 METAL SOFFIT
24 AIR BARRIER SYSTEM
25 CMU WALL
29 STANDING SEAM METAL ROOF FOR GATEHOUSE
30 MOISTURE RESISTANT 5/8" GYP. BD.
32 PREFIN. METAL FASCIA
35 METAL PANEL
38 METAL COPING
39 RIGID INSULATION WITH THICKNESSS TO ACHIEVE R-20.5 MIN.
40 BUILT-UP MODIFIED BITUMEN ROOF SYSTEM
42 RIGID INSULATION WITH THICKNESSS TO ACHIEVE R-30
47 METAL SCUPPER AND CONDUCTOR HEAD, TYP.
48 BRICK SOLDIER COURSE
55 METAL Z-GIRTS & SUB FRAMING TO SUPPORT METAL PANEL
59 SPLASH BLOCK, TYP
64 GUTTER, 5" X 5", TYP.
77 MASONRY WALL TIES SPACED @ 16" VERT. TYP.
1/2" = 1'-0"
A1
WALL SECTION -EAST
2' 4' 8'0'1' 2' 4'0'
1/4" = 1'-0" C3
SOUTH BUILDING SECTION
1/2" = 1'-0" A2
WALL SECTION - SOUTH
1' 2' 4'0'
1/4" = 1'-0" (A-501) A4
LADDER DETAIL
2' 4' 8'0'
2' 4' 8'0'
1" = 1'-0" (A-401) D1
COLUMN DETAIL
OH-U OVERHEAD COILING
DOOR NO INSULATION
OH OVERHEAD COILING
DOOR WITH INSULATION
DOOR WIDTH
RE: SCHEDULE
DOOR WIDTH
RE: SCHEDULE
DOOR WIDTH
RE: SCHEDULE
F-IN FLUSH DOOR INSULATED
F FLUSH DOOR NO INSULATION
DOOR TYPES
HL-IN HALF LITE INSUL.
DOOR WIDTH
RE: SCHEDULE
DOOR WIDTH
RE: SCHEDULE
FG
FENCE GATE
PANIC SHIELD
PANIC BAR
2"
SCHEDULE
DOOR PER 2"
2"
S C
H E
D U
LE
D O
O R
P E
R
1.1
2"
SCHEDULE
DOOR PER 2"
4"
S C
H E
D U
LE
D O
O R
P E
R
1.2
FRAME TYPES
2"X 3" METAL TAG TO
INDICATE DOOR & ROOM
NUMBER AS SCHEDULED
2"
SCHEDULE
DOOR PER 2"
2"
S C
H E
D U
LE
D O
O R
P E
R
2.1
8'
8"
WINDOW TYPES
W1 W2 W3 W4
3' - 0" 2' - 0"
4'
0" 3'
4"
5' - 0"
1 1
1 1 1 1 1
6'
0"
7' - 10"
2'
8"
C3 A-602
D3
A-602
B1
A-603
A-602
B3
A1 A-603
A3
A-602
A-602
B3
A-602
B3
A1 A-603
A1 A-603
A3
A-602
A3
A-602
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
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
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
C I
C O
R E
H
A M
P T
O N
R O
A D
S N
A V
A L
S T
A T
IO
N
N O
R F
O L
K
N O
R F
O L
K V
A
EJA
N A
V A
L S
T A
T
IO
N N
O R
F O
R
F O
L K
V
IR
G
IN
IA
AS NOTED
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWFORM REVISION: 07 AUG 2018
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
DSN
WMS/IAS
GEOFFREY R. MOSS
DIRECTOR OF WARFARE REQUIREMENTS
SUBMARINE FORCES ATLANTIC
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
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
TI
C
03/05/2021
DJD
JAMES E. DONAHUE, R.A.
/2
/2
:0 :0
P
M C
R e v it P ro je c ts
\P
IE
R P
-1
-A
-U S
B D b g o n z a le s .r v t
A-601
P -0
R
E P
L A
C E
S U
B M
A R
IN
E
P
IE
R
F
IN
IS
H
A N
D D
O O
R S
C H
E D
U
LE
, D O
O R
A N
D W
IN
D
O W
T Y
P E
S , D
E T
A
IL
S
EV
12829388
BSG BSG
1614696
FINISH SCHEDULE
ROOM
FLOOR BASE WALL
CEILING
NO. NAME FINISH HEIGHT
GB01 GUARD BOOTH VCT-1 RB-1 PA-1 ACT-1 8'-6"
GH01 SENTRY VCT-1 RB-1 PA-1 ACT-1 9'-0"
GH02 TOILET TLP-1 TLPB-1 PA-1 / TLP-2 / TLP-3 PE-1 9'-0"
GH03 STO CS-1 - PA-1 EXPOSED -
GH04 EQUIPMENT CS-1 - PA-1 EXPOSED -
USB0 EQUIPMENT YARD CS-1 - PA-1 EXPOSED -
USB1 FIRE PUMP CS-1 - PA-1 EXPOSED -
USB2 FRESH WATER PUMP ROOM CS-1 - PA-1 EXPOSED -
USB3 PURE WATER ROOM CS-1 - PA-1 EXPOSED -
USB4 MEDIUM PRESSURE AIR ROOM CS-1 - PA-1 EXPOSED -
USB5 HIGH PRESSURE AIR ROOM CS-1 - PA-1 EXPOSED -
USB6 MAIN ELECTRICAL ROOM CS-1 - PA-1 EXPOSED -
USB7 GENERATOR ROOM CS-1 - PA-1 EXPOSED -
USB8 TELECOM ROOM CS-1 RB-1 PA-1 PE-1 9'-0"
USB9 FIRE ALARM CLOSET CS-1 RB-1 PA-1 PE-1 -
MATERIAL LEGEND
MATERIAL DESCRIPTION MANUFACTURER STYLE NAME / NUMBER COLOR
ACOUSTICAL CEILING TILE
ACT-1 24" x 24" EXPOSED GRID SYSTEM ARMSTRONG FINE FISSURED WHITE
CONCRETE
CS-1 SEALED - - -
FLOORING
VCT-1 VINYL,12" X 12" ARMSTRONG IMPERIAL TEXTURE CLASSICS 51927 FIELD GRAY
PAINT
PA-1 ACRYLIC/LATEX, EGGSHELL/SATIN FINISH, FIELD SHERWIN WILLIAMS - SW7015 REPOSE GRAY
PE-1 EPOXY SHERWIN WILLIAMS - SW7004 SNOWBOUND
PLASTIC LAMINATE
PLAM-1 LAMINATE, MILLWORK WILSONART - FLORENCE WALNUT 7993-38
RESILIENT BASE
RB-1 RUBBER TARKETT TRADITIONAL W/ TOE PEPPERCORN
SOLID SURFACE FABRICATION
SSF-1 SOLID SURFACE, MILLWORK COUNTERTOP MEGANITE - 800A WINTER BOULDER
TILE
TLP-1 PORCELAIN TILE, 24" X 24" (FLOOR) CROSSVILLE COLOR PALLETTE SUSPENSE UPS NTR04
TLP-2 PORCELAIN TILE, 12" X 24" (WALL) CROSSVILLE COLOR PALLETTE SUSPENSE HON NTR04
TLP-3 PORCELAIN TILE, BULLNOSE, 4" X 12" (WALL) CROSSVILLE COLOR PALLETTE SUSPENSE UPS NTR04
TLPB-1 PORCELAIN TILE BASE, 6" X 12" (BASE) CROSSVILLE COLOR PALLETTE SUSPENSE UPS NTR04
DOOR SCHEDULE
DOOR
NUMBER
DOOR FRAME
ASSEMBLY
RATING
DETAIL
HARDWARE SET REMARKS
SIZE
TYPE MATERIAL TYPE MATERIAL HEAD JAMB SILLWIDTH HEIGHT
GATEHOUSE FLOOR LEVEL
30 - 3' - 0" 7' - 0" HL-IN HM 2.1 HM - D3/A-602 C3/A-602 B1/A-602 HW-7 1, 3, 4
31 - 3' - 0" 7' - 0" HL-IN HM 2.1 HM - D3/A-602 C3/A-602 B1/A-602 HW-7 1, 3, 4
32 - 3' - 0" 7' - 0" F HM 1.1 HM - D2/A-602 C2/A-602 A4/A-602 HW-4 4, 5
33 - 3' - 0" 7' - 0" F HM 1.1 HM - D2/A-602 C2/A-602 A1/A-602 HW-6 3, 4
34 - 3' - 0" 7' - 0" F HM 1.1 HM - D2/A-602 C2/A-602 A1/A-602 HW-6 4
GUARD BOOTH FLR LEVEL
35 - 3' - 0" 7' - 0" HL-IN HM 1.2 HM - B2/A-602 A2/A-602 B1/A-602 HW-7 1, 3, 4
36 - 7' - 0" FG STEEL - - - - - 2, 3
USB FLOOR LEVEL
01 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4
02 12' - 0" 12' - 0" OH-U HM HM - D4/A-602 C4/A-602 B4/A-602 -
03 10' - 0" 10' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -
04 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4
05 10' - 0" 10' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -
06 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4
07 - 3' - 0" 7' - 0" F HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-3 4
08 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4
09 12' - 0" 12' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -
10 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4
11 - 3' - 0" 7' - 0" F HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-3 4
12 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4
13 12' - 0" 12' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -
14 12' - 0" 12' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -
15 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4
16 - 3' - 0" 7' - 0" F HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-3 4
17 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4
18 16' - 0" 10' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -
19 16' - 0" 10' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -
20 16' - 0" 10' - 0" OH HM HM - D4/A-602 C4/A-602 B4/A-602 -
21 - 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4
22 - 3' - 0" 7' - 0" F HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-3 4
23 PR. 3' - 0" 7' - 0" F-IN HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-2 4
24 - 3' - 0" 7' - 0" F HM 1.1 HM 90 MIN D1/A-602 C1/A-602 B1/A-602 HW-3 4
25 - 3' - 0" 7' - 0" F HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4
26 10' - 0" 10' - 0" OH-U HM HM - D4/A-602 C4/A-602 B4/A-602 -
27 - 3' - 0" 7' - 0" F HM 1.1 HM - D1/A-602 C1/A-602 B1/A-602 HW-1 4
28 - 3' - 0" 7' - 0" F-IN HM 1.1 HM 90 MIN D1/A-602 C1/A-602 B1/A-602 HW-5 4
29 - 3' - 0" 7' - 0" F-IN HM 1.1 HM 90 MIN D1/A-602 C1/A-602 B1/A-602 HW-5 4
GLAZING LEGEND
NO. DESCRIPTION
1 1" INSULATING GLASS UNIT, BALLISTIC RESISTING ANSI/UL 752 LEVEL 3;
LAMINATED SECURITY
REMARKS:
1. BALLISTIC RESISTING ANSI/U;L 752 LEVEL 3
2. SWING FENCE GATE WITH 3 HINGES; AUTOMATIC LATCH; ELECTRIC STRIKE 12 V LOCKING SYSTEM WITH EMERGENCY OVERRIDE;
BUZZER WHEN ACTIVATED.
3. CARD READER.
4. PROVIDE DOOR AND FRAME PAINT FINISH "PA-2", SEE MATERIAL INDEX AND FINISH SCHEDULE
5. PROVIDE 1" UNDERCUT
3' - 0"
LOUVER SCHEDULE
TYPE
SIZE DETAILS
WIDTH HEIGHT HEAD JAMB SILL
L-1 2' - 0" 2' - 8" A1/A-603 A2/A-603 A3/A-603
L-2 2' - 8" 2' - 0" A1/A-603 A2/A-603 A3/A-603
L-3 4' - 0" 4' - 0" A1/A-603 A2/A-603 A3/A-603
L-4 4' - 0" 4' - 0" A1/A-603 A2/A-603 A3/A-603
L-5 2' - 0" 2' - 0" A1/A-603 A2/A-603 A3/A-603
L-6 4' - 0" 4' - 0" A1/A-603 A2/A-603 A3/A-603
L-7 4' - 0" 4' - 0" A1/A-603 A2/A-603 A3/A-603
L-8 2' - 0" 1' - 4" A1/A-603 A2/A-603 A3/A-603
L-9 2' - 0" 1' - 4" A1/A-603 A2/A-603 A3/A-603
L-10 3' - 4" 2' - 8" A1/A-603 A2/A-603 A3/A-603
L-11 6' - 0" 4' - 0" A1/A-603 A2/A-603 A3/A-603
L-12 6' - 0" 4' - 0" A1/A-603 A2/A-603 A3/A-603
L-13 1' - 6" 1' - 6" A1/A-603 A2/A-603 A3/A-603
L-14 8' - 0" 8' - 0" A1/A-603 A2/A-603 A3/A-603
L-15 8' - 0" 8' - 0" A1/A-603 A2/A-603 A3/A-603
KNOCK DOWN
STEEL FRAME
CONCRETE WALL
WD SHIM
GROUT SOLID
BACKER ROD &
SEALANT BOTH SIDES
SEE PLAN
VARIES
DRIP INDUCER AT
EXTERIOR WALL
" 1" CHAMFER
BOTH SIDES
CONCRETE WALL
KNOCK DOWN
STEEL FRAME
JAMB ANCHOR (3)
PER JAMB
BACKER ROD &
SEALANT BOTH SIDES
WD SHIM
S E
E P
L A N
V A
R
IE
S
2"
1" CHAMFER BOTH SIDES
HOLLOW METAL
FRAME
SEE DOOR
SCHEDULE
FINISH FLOOR -
SEE ROOM FINISH
SCHEDULE
METAL
THRESHOLD
S E
E D
O O
R S
C H
E D
U
LE
D O
O R
H E
IG
H
T
CONCRETE WALL
CLOSURE TRIM
AND DUST SEAL
OVERHEAD COILING
DOOR - SEE SCHED
CONCRETE WALL
E-GUIDE
COILING DOOR
JAMB SYSTEM
ANCHOR BOLT
OVERHEAD COILING
DOOR - SEE DOOR. SCHED.
CONC. SLAB
FINISH FLOOR - SEE SCHED.
BOTTOM BAR & SEAL
STEEL JAMB BEYOND
5 3/4"
DOUBLE 3 5/8" MTL
STUDS
3 5/8" MTL RUNNER
HM FRAME
BATT INSULATION
SEALANT TYP. AT FULL
PERIMETER ON BOTH
SIDES
5/8" GWB
3 5/8" MTL STUDS @
16" O.C.
2"
/4
DOUBLE 3 5/8" MTL
STUDS
SEALANT TYP. AT FULL
PERIMETER ON BOTH
SIDES
HM FRAME
JAMB ANCHORS (3
PER JAMB)
5/8" GWB BOTH SIDES
BATT INSULATION
RIGID
INSULATION
BACKER ROD AND
SEALANT BOTH SIDES
HM FRAME
THROUGH WALL MTL
FLASHING
GROUT SOLID
AIR BARRIER
AIR SPACE
CONT. GALV
STEEL ANGLE
FACE BRICK
OVERSIZED
SOLDIER COURSE
1/2"
TERMINAL BAR
CAVITY DRAINAGE
MATERIAL
BULLNOSE EDGE
INSULATION AT
WINDOW FRAME
LOCATIONS
2"
/4
8" CMU
BACKER ROD AND
SEALANT BOTH SIDES
HM FRAME
FACE BRICK
AIR BARRIER
RIGID
INSULATION
AIR SPACE
WD SHIM
GLAZING AS
SCHEDULED
FLASHING RETURN
BULLNOSE EDGE
RIGID
INSULATION
BACKER ROD AND
SEALANT BOTH SIDES
HM FRAME
THROUGH WALL MTL
FLASHING
GROUT SOLID
AIR BARRIER
7 3/4"
AIR SPACE
CONT. GALV
STEEL ANGLE
FACE BRICK
OVERSIZED
SOLDIER COURSE
1/2" CAVITY DRAINAGE
MATERIAL
CMU BOND
BEAM
BULLNOSE EDGE
2"
/4
8" CMU
BACKER ROD AND
SEALANT BOTH
SIDES
HM FRAME
JAMB ANCHOR
(3 PER JAMB)
FACE BRICK
GROUT SOLID
AIR BARRIER
RIGID
INSULATION
AIR SPACE
WD SHIM
DOOR AS
SCHEDULED
FLASHING RETURN
8" CMU
BULLNOSE EDGE
RIGID
INSULATION
BACKER ROD AND
SEALANT BOTH SIDES
HM FRAME
THROUGH WALL MTL
FLASHING
AIR BARRIER
AIR SPACE
CONT. GALV
STEEL ANGLE
FACE BRICK
OVERSIZED
SOLDIER COURSE
1/2" CAVITY DRAINAGE
MATERIAL
CMU BOND
BEAM
BULLNOSE EDGE
GLASS PER
SCHDEDULE
GLAZING STOP
RIGID
INSULATION
AIR BARRIER
CMU
GLASS PER
SCHDEDULE
GLAZING STOP
AIR SPACE
FACE BRICK
METAL FLASHING
WITH END DAM
WEEPS
BRICK ROWLOCK
METAL FLASHING
SEALANT
HM FRAME
SOLID SURFACE SILL
CONT. GALV
STEEL ANGLE
HOLLOW METAL
FRAME
SEE DOOR
SCHEDULE
FINISH AS
SCHEDULE…
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