FINAL DESIGN_1667770dwg1of3Operations.pdf
PDF 10 MB Posted
- Solicitation number
- N4008526R0004
About this file
This document is a comprehensive set of Final Design architectural and engineering drawings for the P-1102 Weapons Magazine & Ordnance Operations Facility at Naval Submarine Base New London in Groton, Connecticut, prepared by NAVFAC (Naval Facilities Engineering Systems Command) Mid-Atlantic and dated 6/23/2025. The project encompasses a single-story, approximately 11,205 square-foot facility designed to serve multiple functions including weapons storage, ordnance operations, administrative offices, and residential bunking for military personnel. The facility is classified as Type II-B construction with mixed occupancies including Assembly A-3, Business, Residential R-2, and Storage S-2. The design incorporates fire protection systems, sprinkler coverage, fire alarm systems, and comprehensive life safety features complying with IBC 2021, NFPA 101 Life Safety Code, and UFC standards. The structural design utilizes cast-in-place concrete walls and foundations, structural steel framing with open web steel joists, and steel roof decking with a fully adhered TPO roofing membrane system.
The facility design includes detailed specifications for mechanical systems with R-35 minimum roof insulation, electrical distribution systems with emergency lighting and power systems, plumbing systems with accessible fixtures, telecommunications infrastructure, fire suppression and alarm systems, and comprehensive audio-visual equipment integration. Interior finishes specify sealed concrete flooring in storage and mechanical areas, resilient luxury vinyl tile and porcelain tile in occupied spaces, and acoustic ceiling panels throughout. Architectural finishes feature ground-face and rock-face architectural concrete masonry units in varying colors (Alabaster, Buff, and Limestone), prefinished metal coping and canopies, and interior millwork with solid surface countertops. The drawings include 140 sheets covering general notes, structural details, architectural floor plans and elevations, mechanical and electrical systems, fire protection, plumbing, telecommunications, interior design with furniture/fixture/equipment schedules, and signage specifications. Design approval was provided by LCDR Elizabeth Olokode, NAVFAC Operations Director, with final design issued 6/23/2025.
View the file
Other files
Show 40 more
50 files listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
VISITOR'S
ENTRANCE
NAVAL SUBMARINE
BASE
NEW LONDON
PROJECT SITE
SITE OF OPERATIONS BUILDING
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
AR
TM
E
N T
O F
TH
E
N A
VY
N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S
YS
TE
M
S C
O M
M A
N D
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
6/
/2
:3 1:
A
M \\d c1 vs
\fe dp rj\
FD
ZE
\A R
C H
\B
LD
G -1
-A
-B
IM
.rv t
G-001
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
F
AC
ILI
TY
G
EN
ER
AL
C O
VE
R
SH
EE
T
WS
12893951
PS PS
05/27/2025
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLON FEAD
DIRECTOR NEW LONDON, GROTEN, CT
O
PE
RA
TI
O
NS
SMS/ CWJ
1667770
GR
OT
ON
, C
ON
NE
CT
IC
UT
NA
VA
L S
UB
MA
RI
NE
B
AS
E
NE
W
LO
ND
ON
JWJ
DJD
HPN
M
ID
-A
TL
A N
TI
C
G -0
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C N
A
VA
L S
TA
TI
O N
N
O R
FO
LK
, V A
VICINITY / BASE MAP
P-1102 WEAPONS MAGAZINE & ORDNANCE OPERATIONS FACILITY
NAVAL SUBMARINE BASE NEW LONDON, GROTON, CONNECTICUT
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND - MID-ATLANTIC
NAVFAC FACILITIES ENGINEERING AND ACQUISITION DIVISION (FEAD)
OPERATIONS
LOCATION MAP
FINAL DESIGN
6/23/2025
NEK
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
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
AR
TM
E
N T
O F
TH
E
N A
VY
N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S
YS
TE
M
S C
O M
M A
N D
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
6/
/2
:3 1:
A
M \\d c1 vs
\fe dp rj\
FD
ZE
\A R
C H
\B
LD
G -1
-A
-B
IM
.rv t
G-002
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
F
AC
ILI
TY
G
EN
ER
AL
L
IS
T O
F
SH
EE
TS
WS
12893952
PS PS
05/27/2025
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLON FEAD
DIRECTOR NEW LONDON, GROTEN, CT
O
PE
RA
TI
O
NS
SMS/ CWJ
1667770
GR
OT
ON
, C
ON
NE
CT
IC
UT
NA
VA
L S
UB
MA
RI
NE
B
AS
E
NE
W
LO
ND
ON
JWJ
DJD
HPN
M
ID
-A
TL
A N
TI
C
G -0
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C N
A
VA
L S
TA
TI
O N
N
O R
FO
LK
, V A
SHEET NO. NAVFAC DWG.
NO. SHEET TITLENO. SHEET
ELECTRICAL
87 E-001 12894037 ELECTRICAL GENERAL NOTES
88 E-002 12894038 ELECTRICAL ABBREVIATIONS
89 E-003 12894039 ELECTRICAL SYMBOLS
90 E-004 12894040 ELECTRICAL SYMBOLS
91 EG101 12894041 ELECTRICAL GROUNDING PLAN
92 EG102 12894042 ELECTRICAL LIGHTNING PROTECTION PLAN
93 EL101 12894043 ELECTRICAL LIGHTING PLAN
94 EP101 12894044 ELECTRICAL POWER PLAN
95 EP102 12894045 ELECTRICAL EQUIPMENT POWER PLAN
96 E-501 12894046 ELECTRICAL DETAILS
97 E-502 12894047 ELECTRICAL DETAILS
98 E-503 12894048 ELECTRICAL DETAILS
99 E-504 12894049 ELECTRICAL DETAILS
100 E-601 12894050 ELECTRICAL POWER SINGLE LINE DIAGRAM
101 E-701 12894051 LIGHTING FIXTURE AND CONTROLS SCHEDULES
102 E-702 12894052 ELECTRICAL PANEL SCHEDULES
103 E-703 12894053 ELECTRICAL PANEL SCHEDULES
104 E-704 12894054 ELECTRICAL FEEDER SCHEDULE
TELECOMMUNICATIONS
105 T-001 12894055 TELECOMMUNICATIONS SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES
106 T-101 12894056 TELECOMMUNICATIONS FLOOR PLAN
107 T-201 12894057 TELECOMMUNICATIONS RACK ELEVATIONS
108 T-202 12894058 TELECOMMUNICATIONS ELEVATIONS
109 T-401 12894059 TELECOMMUNICATIONS ENLARGED PLANS
110 T-501 12894060 TELECOMMUNICATIONS DETAILS
111 T-502 12894061 TELECOMMUNICATIONS DETAILS
112 T-503 12894062 TELECOMMUNICATIONS DETAILS
113 T-504 12894063 TELECOMMUNICATIONS DETAILS
114 T-505 12894064 TELECOMMUNICATIONS DETAILS
115 T-506 12894065 TELECOMMUNICATIONS DETAILS
116 T-507 12894066 TELECOMMUNICATIONS DETAILS
117 T-508 12894067 TELECOMMUNICATIONS DETAILS
118 T-509 12894068 TELECOMMUNICATIONS DETAILS
119 T-510 12894069 TELECOMMUNICATIONS DETAILS
120 T-601 12894070 TELECOMMUNICATIONS RISER DIAGRAMS
121 T-602 12894071 TELECOMMUNICATIONS SCHEDULES
122 T-603 12894072 ONE LINE OSP RISER DIAGRAM
AUDIO VISUAL
123 TA001 12894073 AUDIO VISUAL SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES
124 TA002 12894074 AUDIO VISUAL DISPLAY SCHEDULE
125 TA101 12894075 AUDIO VISUAL FLOOR PLAN
126 TA201 12894076 AUDIO VISUAL ELEVATIONS
127 TA202 12894077 AUDIO VISUAL ELEVATIONS
128 TA401 12894078 AUDIO VISUAL ENLARGED PLANS
129 TA402 12894079 AUDIO VISUAL ENLARGED PLANS
130 TA501 12894080 AUDIO VISUAL DETAILS
131 TA502 12894081 AUDIO VISUAL DETAILS
132 TA601 12894082 AUDIO VISUAL DIAGRAMS
133 TA602 12894083 AUDIO VISUAL DIAGRAMS
SECURITY
134 TY001 12894084 SECURITY SYMBOLS, LEGEND, ABBREVIATIONS, AND NOTES
135 TY101 12894085 SECURITY FLOOR PLAN
136 TY501 12894086 SECURITY DETAILS
137 TY502 12894087 SECURITY DETAILS
138 TY503 12894088 SECURITY DETAILS
139 TY504 12894324 SECURITY DETAILS
140 TY601 12894323 SECURITY SCHEMATIC DESIGN
SHEET NO. NAVFAC DWG.
NO. SHEET TITLENO. SHEET
FIRE PROTECTION
50 FX001 12894000 FIRE SUPPRESSION SYMBOLS, LEGEND, ABBREVIATIONS AND NOTES
51 FX101 12894001 FIRE SUPPRESSION FLOOR PLAN
52 FX501 12894002 FIRE SUPPRESSION RISER AND DETAILS
FIRE ALARM
53 FA001 12894003 FIRE ALARM AND MASS NOTIFICATION SYMBOLS, LEGEND, ABBREVIATIONS AND NOTES
54 FA101 12894004 FIRE ALARM AND MASS NOTIFICATION FLOOR PLAN
55 FA501 12894005 FIRE ALARM AND MASS NOTIFICATION RISER DIAGRAM, MATRIX, AND DETAILS
PLUMBING
56 P-001 12894006 PLUMBING LEGEND AND GENERAL NOTES
57 P-101 12894007 PLUMBING SANITARY & VENT FLOOR PLAN
58 P-102 12894008 PLUMBING DOMESTIC WATER FLOOR PLAN
59 P-103 12894009 PLUMBING ROOF PLAN
60 P-104 12894010 PLUMBING RADON MITIGATION FLOOR PLAN
61 P-301 12894011 PLUMBING SECTIONS
62 P-401 12894012 PLUMBING ENLARGED PLANS - SANITARY & VENT
63 P-402 12894013 PLUMBING ENLARGED PLANS - DOMESTIC WATER
64 P-501 12894014 PLUMBING DETAILS
65 P-502 12894015 PLUMBING DETAILS
66 P-601 12894016 PLUMBING SCHEDULES
67 P-901 12894017 PLUMBING RISER DIAGRAMS - SANITARY WASTE & VENT
68 P-902 12894018 PLUMBING RISER DIAGRAMS - DOMESTIC WATER
MECHANICAL
69 M-001 12894019 MECHANICAL LEGEND, ABBREVIATIONS AND NOTES
70 M-101 12894020 MECHANICAL FLOOR PLAN - DUCTWORK
71 MP101 12894021 MECHANICAL FLOOR PLAN - PIPING
72 M-301 12894022 MECHANICAL SECTIONS
73 M-401 12894023 MECHANICAL ENLARGED FLOOR PLAN
74 M-501 12894024 MECHANICAL DETAILS
75 M-502 12894025 MECHANICAL DETAILS
76 M-601 12894026 MECHANICAL SCHEDULES
77 M-800 12894027 MECHANICAL CONTROLS LEGEND AND ABBREVIATIONS
78 M-801 12894028 MECHANICAL CONTROL DIAGRAMS & SEQUENCES
79 M-802 12894029 MECHANICAL CONTROL DIAGRAMS & SEQUENCES
80 M-803 12894030 MECHANICAL CONTROL DIAGRAMS & SEQUENCES
81 M-804 12894031 MECHANICAL CONTROL DIAGRAMS & SEQUENCES
82 M-805 12894032 MECHANICAL CONTROL POINTS SCHEDULE
83 M-806 12894033 MECHANICAL CONTROL POINTS SCHEDULE
84 M-807 12894034 MECHANICAL CONTROL POINTS SCHEDULE
85 M-808 12894035 MECHANICAL CONTROL POINTS SCHEDULE
86 M-809 12894036 MECHANICAL CONTROL POINTS SCHEDULE
SHEET NO. NAVFAC DWG.
NO. SHEET TITLENO. SHEET
GENERAL
1 G-001 12893951 GENERAL COVER SHEET
2 G-002 12893952 GENERAL LIST OF SHEETS
3 G-101 12893953 GENERAL BUILDING CODE ANALYSIS
4 G-102 12893954 GENERAL FLOOR PLAN - LIFE SAFETY
5 G-103 12893955 CODE COMPLIANCE SITE PLAN - AREA A
STRUCTURAL
6 S-001 12893956 GENERAL NOTES, ABBREVIATIONS & LEGEND
7 S-002 12893957 DESIGN CRITERIA & LOADS
8 S-003 12893958 MATERIAL NOTES
9 S-101 12893959 FOUNDATION & GROUND FLOOR PLAN
10 S-102 12893960 ROOF FRAMING PLANS
11 S-201 12893961 BUILDING ELEVATIONS
12 S-202 12893962 BUILDING ELEVATIONS
13 S-401 12893963 DUMPSTER ENCLOSURE
14 S-501 12893964 TYPICAL FOUNDATION & CONCRETE DETAILS
15 S-502 12893965 TYPICAL SLAB-ON-GROUND DETAILS
16 S-503 12893966 TYPICAL CONCRETE WALL DETAILS
17 S-504 12893967 TYPICAL STEEL DETAILS
18 S-505 12893968 TYPICAL JOIST DETAILS
19 S-510 12893969 SECTIONS & DETAILS
20 S-601 12893970 SCHEDULES
21 S-901 12893971 3D ISOMETRIC VIEWS
ARCHITECTURAL
22 A-001 12893972 ARCHITECTURAL NOTES AND SYMBOLS
23 A-002 12893973 ARCHITECTURAL ACCESSIBILITY STANDARDS & MOUNTING HEIGHTS
24 A-003 12893974 ARCHITECTURAL AIR BARRIER INFORMATION
25 A-101 12893975 ARCHITECTURAL FLOOR PLAN
26 A-102 12893976 ARCHITECTURAL REFLECTED CEILING PLAN
27 A-103 12893977 ARCHITECTURAL ROOF PLAN
28 A-201 12893978 ARCHITECTURAL BUILDING ELEVATIONS
29 A-301 12893979 ARCHITECTURAL BUILDING SECTIONS
30 A-302 12893980 ARCHITECTURAL WALL SECTIONS
31 A-401 12893981 ARCHITECTURAL ENLARGED PLANS
32 A-501 12893982 ARCHITECTURAL EXTERIOR DETAILS
33 A-502 12893983 ARCHITECTURAL MISCELLANEOUS DETAILS
34 A-503 12893984 OPENING DETAILS
35 A-510 12893985 TYPICAL ROOF DETAILS
36 A-601 12893986 ARCHITECTURAL SCHEDULES
37 A-602 12893987 ARCHITECTURAL PARTITION TYPES
38 A-603 12893988 ARCHITECTURAL EXTERIOR MATERIAL SCHEDULE
INTERIORS
39 I-101 12893989 FF&E PLAN & SCHEDULE
40 I-102 12893990 INTERIOR FINISH PLAN & ROOM FINISH SCHEDULE
41 I-103 12893991 SIGNAGE PLAN & SCHEDULE
42 I-401 12893992 OFFICE PLANS & ISOMETRIC VIEWS
43 I-402 12893993 WORKSTATION PLANS & ISOMETRIC VIEWS
44 I-403 12893994 INTERIOR ENLARGED PLANS & ELEVATIONS
45 I-404 12893995 INTERIOR ENLARGED PLANS & ELEVATIONS
46 I-405 12893996 INTERIOR ENLARGED PLANS & ELEVATIONS
47 I-501 12893997 INTERIOR DETAILS
48 I-502 12893998 SIGNAGE DETAILS
49 I-601 12893999 INTERIOR MATERIALS FINISH SCHEDULE
LIST OF SHEETS
NEK
SY
M
DE
SC
RI
PT
IO
N
DA
TE
LIFE SAFETY GENERAL NOTES LIFE SAFETY ABBREVIATIONS
AFF
AHJ
ANN
AVG
CO
COR
CP
ELEV
IBC
FE
FMCP
FPDOR
FT
LSC
MIN
NFPA
NP
NC
NIC
NTS
OLF
SQFT
TD
TYP
UNO
ABOVE FINISHED FLOOR
AUTHORITY HAVING JURISDICTION
ANNUNCIATOR PANEL
AVERAGE
CONTRACTING OFFICER
CONTRACTING OFFICER'S REPRESENTATIVE
COMMON PATH
ELEVATION
INTERNATIONAL BUILDING CODE
FIRE EXTINGUISHER
FIRE ALARM/ MASS NOTIFICATION CONTROL PANEL
FIRE PROTECTION DESIGNER OF RECORD
FOOT
LIFE SAFETY CODE
MINIMUM
NATIONAL FIRE PROTECTION ASSOCIATION
NOT PERMITTED
NONCOMBUSTIBLE
NOT IN CONTRACT
NOT TO SCALE
OCCUPANT LOAD FACTOR
SQUARE FEET
TRAVEL DISTANCE
TYPICAL
UNLESS NOTED OTHERWISE
APPLICABLE CODES:
- INTERNATIONAL BUILDING CODE (2021 EDITION)
- NFPA 1 FIRE CODE (2021 EDITION)
- NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS (2022 EDITION)
- NFPA 70, NATIONAL ELECTRICAL CODE (2020 EDITION)
- NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2022 EDITION)
- NFPA 101, LIFE SAFETY CODE (2021 EDITION)
- UFC 1-200-01, DOD BUILDING CODE (CHANGE 1, 1 SEPT 2022)
- UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES (CHANGE 6, 6 MAY 2021)
- UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION SYSTEMS (CHANGE 1, JANUARY 2010)
CONSTRUCTION TYPE: TYPE II-B
OCCUPANCY:
IBC REQUIREMENTS:
NON-SEPARATED MIXED-USE
ASSEMBLY A-3 (IBC 303.4)
BUSINESS B (IBC 304.1)
RESIDENTIAL R-2 (IBC 310.4)
STORAGE S-2 (IBC 311.3)
NFPA REQUIREMENTS:
MIXED OCCUPANCY (NFPA 101 6.1.14.2.2
ASSEMBLY (NFPA 101 6.1.2.1)
BUSINESS (NFPA 101 6.1.11.1)
RESIDENTIAL (NFPA 101 6.1.8.1)
STORAGE: (NFPA 101 6.1.13)
SPRINKLERED: YES
FIRE ALARM: YES
ALLOWABLE HEIGHT: 3 STORIES / 75 FT (IBC TABLE 504.3, TABLE 504.4)
ALLOWABLE AREA: 38,000 FT2 (IBC 508.3.2)
NOTE: ALLOWABLE AREA IS BASED ON THE MOST RESTRICTIVE OCCUPANCY PRESENT WHICH IS THE ASSEMBLY A-3
OCCUPANCY.
ACTUAL HEIGHT: 1 STORY / 22 FT
ACTUAL AREA: 11,205 FT2
REQUIRED FIRE RESISTANCE RATINGS:
BUILDING ELEMENT FIRE RESISTANCE RATING CODE REFERENCE
PRIMARY STRUCTURAL FRAME 0 HOUR IBC TABLE 601
BEARING WALLS
EXTERIOR 0 HOUR IBC TABLE 601
INTERIOR 0 HOUR
FLOOR CONSTRUCTION 0 HOUR IBC TABLE 601
ROOF CONSTRUCTION 0 HOUR IBC TABLE 601
NON BEARING WALLS AND
PARTITIONS
EXTERIOR 0 HOUR IBC TABLE 601
INTERIOR 0 HOUR IBC TABLE 601
MEANS OF EGRESS REQUIREMENTS: REQUIREMENTS ARE BASED ON NFPA 101 PER UFC 3-600-01 2-1.1.
MINIMUM NUMBER OF EXITS: 2 (NFPA 101, 7.4.1)
MAXIMUM ALLOWED PROVIDED
MAXIMUM TRAVEL DISTANCE: ASSEMBLY 250 FT (NFPA 101 12.2.6) 74 FT
BUSINESS 300 FT (NFPA 101 38.2.6.1) 119 FT
RESIDENTIAL 200 FT (NFPA 101 28.2.6.3.3.1) 29 FT
STORAGE 400 FT (NFPA 101 42.2.6) 106 FT
MAXIMUM DEAD-END: ASSEMBLY 20 FT (NFPA 101 12.2.5.1.3) 0 FT
BUSINESS 50 FT (NFPA 101 38.2.5.2.1) 24 FT
RESIDENTIAL 50 FT (NFPA 101 28.2.5.6) 0 FT
STORAGE 100 FT (NFPA 101 42.2.5) 0 FT
MAXIMUM COMMON PATH: ASSEMBLY 20 FT (NFPA 101 12.2.5.1.2) 0 FT
75 FT, WHEN SERVING NOT MORE
THAN 50 OCCUPANTS (NFPA 101
12.2.5.1.2)
BUSINESS 100 FT (NFPA 101 38.2.5.3.1) 58 FT
RESIDENTIAL 50 FT (NFPA 101 28.2.5.3) 0 FT
STORAGE 100 FT (NFPA 101 42.2.5) 0 FT
MINIMUM EGRESS WIDTH
DOORS: 32 INCHES (NFPA 101 7.2.1.2.3.2) 34 INCHES
DOOR EGRESS CAPACITY: 0.2 IN/OCC (NFPA 101 TABLE 7.3.3.1)
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
AR
TM
E
N T
O F
TH
E
N A
VY
N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S
YS
TE
M
S C
O M
M A
N D
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
6/
/2
:2 8:
A
M \\d c1 vs
\fe dp rj\
FD
ZE
\F
PR
O \B
LD
G
-1
-F -B
IM
_v
.rv t
G-101
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
F
AC
ILI
TY
G
EN
ER
AL
B
UI
LD
IN
G C
O
DE
A
NA
LY
SI
S
JB
12893953
JM CL
05/27/2025
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLON FEAD
DIRECTOR NEW LONDON, GROTEN, CT
O
PE
RA
TI
O
NS
SMS/CWJ
1667770
GR
OT
ON
, C
ON
NE
CT
IC
UT
NA
VA
L S
UB
MA
RI
NE
B
AS
E
NE
W
LO
ND
ON
JWJ
HPN
HPN
M
ID
-A
TL
A N
TI
C
G -1
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C N
A
VA
L S
TA
TI
O N
N
O R
FO
LK
, V A
SY
M
DE
SC
RI
PT
IO
N
DA
TE
FP1 FP1FP1 FP1 FP1 FP1
FP1 FP1FP1 FP1 FP1 FP1 FP1 FP1 FP1
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP1 FP1FP1
FP1 FP1FP1 FP1 FP1 FP1 FP1
FP
FP
FP
FP
FP
FP
FP1 FP1FP1
FP
FP
FP
FP1 FP1FP1 FP1 FP1 FP1 FP1
FP1 FP1FP1
FP
FP
FP
FP
FP
FP
FP
FP1FP1 FP1FP1FP1FP1
FP
FP
FP
FP
FP
FP
FP
FP1FP1 FP1FP1FP1FP1
FP
FP
FP
FP1 FP1FP1
TRAINING/
CONFERENCE
VESTIBULE
ELECTRICAL
CORRIDOR
IDS MONITORING
OFFICE
SEA OFFICE
AWEPS OFFICE
TELECOM
MECHANICAL
COFFEE / MESS
STORAGE
OIS OFF
SIPR OIS
WEAPONS
OFFICER
OPERATIONAL
SUPPORT
E6 BUNKS
LOCKER
123E7 BUNKS
ELEC
TOILETS /
SHOWER
TOILETS /
SHOWER
JAN
LACTATION
LOCKER
E7 BUNKS
E6 BUNKS
CP = 58'
TD = 119'
C
P = 34'DE = 24'
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
TD = 74'
FE
FE
FMCP
ANN
TD = 106'
WASHER/ DRYER
ARMS ROOM
A
B
C
2 3 4 6 7 85
SYMBOL DESCRIPTION
CP = XX
DE = XX
TD = XX TRAVEL DISTANCE (MEASURED IN FEET)
COMMON PATH (MEASURED IN FEET)
DEAD END CORRIDOR (MEASURED IN FEET)
xx xx xx xx xx
BUNK ROOMS (50 GROSS)
CONFERENCE ROOMS (15 NET)
ACCESSORY/STORAGE (500 GROSS)
MECHANICAL/ELECTRICAL SPACES (500 GROSS)
LOCKER ROOMS (50 GROSS)
X
Y
W
Z
W = EXIT CAPACITY FACTOR (IN./PERSON)
X = OCCUPANTS USING EXIT (PERSONS)
Y = EXIT CAPACITY (PERSONS)
Z = EXIT CLEAR WIDTH (IN.)
xx IT/TELECOM ROOMS (300 GROSS) xx BUSINESS (150 GROSS)
1 HOUR FIRE PARTITION
AREA DESCRIPTIONNAMEROOM NUMBER OLF OCCUPANT LOAD
LIFE SAFETY OCCUPANT DATA
OCCUPANT LOAD
TOTAL FLOOR AREA: 11, 205 SQFT
TOTAL NON-BUSINESS USE AREA: 4,833 SQFT
TOTAL BUSINESS USE AREA: 6,372 SQFT
BUSINESS OCCUPANT LOAD FACTOR: 150 GROSS SQFT PER OCCUPANT
BUSINESS OCCUPANT LOAD: 43 PERSONS
TOTAL OCCUPANT LOAD: 170 PERSONS
MEANS OF EGRESS CAPACITY AND EXITS
THREE EXTERIOR EXIT DOORS ARE PROVIDED WITH A CLEAR WIDTH OF 68 IN.
TOTAL EXIT CAPACITY: 340 PERSONS
SIX EXTERIOR EXIT DOORS ARE PROVIDED WITH A CLEAR WIDTH OF 34 IN.
TOTAL EXIT CAPACITY: 170 PERSONS
NON- BUSINESS LIFE SAFETY OCCUPANCY SCHEDULE
BUNK ROOMS
BUNK ROOMS
BUNK ROOMS
LOCKER ROOMS
STORAGE USE
BUNK ROOMS
STORAGE USE
STORAGE USE112
111/110
E6 BUNKS
E7 BUNKS
LOCKER
JAN
E7 BUNKS
E6 BUNKS
STORAGE
ARMORY WORK
BENCHES /
STORAGE
# OF BEDS
50 SF
500 SF
500 SF
500 SF
322 SF
142 SF
135 SF
50 SF
141 SF
324 SF
896 SF
509 SF
LOCKER ROOMS123 LOCKER 50 SF159 SF 4
MECHANICAL ELECTRICAL ROOMS124 ELECTRICAL 500 SF20 SF 1
CONFERENCE ROOMS
IT/ TELECOM ROOMS
MECHANICAL ELECTRICAL ROOMS
TRAINING /
CONFERENCE
TELECOM
ELECTRICAL
15 SF
300 SF
500 SF
1,182 SF
103 SF
203 SF
MECHANICAL ELECTRICAL ROOMS104 MECHANICAL 500 SF425 SF 1
# OF BEDS
# OF BEDS
# OF BEDS
PLAN
NORTH
1/8" = 1'-0"
24'4' 8' 16'
GENERAL SHEET NOTES
SHEET KEYNOTES
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
AR
TM
E
N T
O F
TH
E
N A
VY
N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S
YS
TE
M
S C
O M
M A
N D
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
6/
/2
:2 8:
A
M \\d c1 vs
\fe dp rj\
FD
ZE
\F
PR
O \B
LD
G
-1
-F -B
IM
_v
.rv t
G-102
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
F
AC
ILI
TY
G
EN
ER
AL
F
LO
O R
PL
AN
LI
FE
S
AF
ET
Y
JB
12893954
JM CL
05/27/2025
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLON FEAD
DIRECTOR NEW LONDON, GROTEN, CT
O
PE
RA
TI
O
NS
SMS/CWJ
1667770
GR
OT
ON
, C
ON
NE
CT
IC
UT
NA
VA
L S
UB
MA
RI
NE
B
AS
E
NE
W
LO
ND
ON
JWJ
HPN
HPN
M
ID
-A
TL
A N
TI
C
G -1
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C N
A
VA
L S
TA
TI
O N
N
O R
FO
LK
, V A
1/8" = 1'-0"B1 FIRST FLOOR PLAN - LIFE SAFETY
1. ARMORY CEILING MUST BE FIRE RESISTANCE RATED FOR A MINIMUM OF 1
HOUR.
2. OCCUPANT LOAD INDICATED IS THE ENTIRE BUSINESS USE OCCUPANT
LOAD.
SY
M
DE
SC
RI
PT
IO
N
DA
TE
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X
X X
X X
X
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
F
F
F
W
W W
.00
.33
G-103
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
CODES AND STANDARDS
GENERAL NOTES
1. ELEVATIONS NOTED ON THE STRUCTURAL DRAWINGS ARE RELATIVE
TO TOP OF THE FIRST/GROUND FLOOR SLAB. SEE CIVIL DRAWINGS FOR
THE ELEVATION OF THE FIRST/GROUND FLOOR RELATIVE TO MEAN SEA
LEVEL.
2. DETAILS LABELED "TYPICAL DETAILS" OR DETAILS ON SHEETS WHERE
THE TITLE INCLUDES "TYPICAL DETAILS" APPLY TO SITUATIONS THAT
ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH
DETAILS AND DIMENSIONS APPLY WHETHER OR NOT DETAILS ARE
REFERENCED AT EACH LOCATION.
3. DETAILS NOT LABELED AS "TYPICAL" APPLY AT THE SPECIFIC
LOCATIONS INDICATED AND OTHER SIMILAR CONDITIONS.
4. SLOPING DECK PLANES ARE USUALLY DEFINED BY A WORK POINT
ELEVATION AND A SLOPE OR A HIGH AND LOW POINT ELEVATION.
STEEL MEMBERS SUPPORTING A SLOPING DECK PLANE HAVE THEIR
TOP OF STEEL COINCIDENT WITH THE BOTTOM OF DECK, UON.
5. DO NOT REPRODUCE THE STRUCTURAL DRAWINGS FOR USE AS SHOP
DRAWINGS. SHOP DRAWINGS PREPARED IN SUCH A MANNER WILL BE
REJECTED AND RETURNED WITHOUT REVIEW.
CONSTRUCTION REQUIREMENTS
1. REVIEW AND VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO
SUBMISSION OF SHOP DRAWINGS AND BEGINNING CONSTRUCTION.
2. CONFIRM ACTUAL EQUIPMENT DIMENSIONS USING APPROVED
MANUFACTURER/ VENDOR DRAWINGS PRIOR TO SUBMISSION OF SHOP
DRAWINGS.
3. DETERMINE AND COORDINATE THE SIZE & LOCATION OF CHASES,
INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS,
HOUSEKEEPING PADS, AND EQUIPMENT SUPPORTS (INCLUDING
FOUNDATIONS) BEFORE SUBMITTING SHOP DRAWINGS.
4. SUBMIT DIMENSIONED SHOP DRAWINGS SHOWING THE LOCATION OF
SLEEVES AND OPENINGS THROUGH MASONRY WALLS, STRUCTURAL
STEEL MEMBERS AND CONCRETE ELEMENTS. OPENINGS THROUGH A
STRUCTURAL MEMBER MUST BE SHOWN ON THE SAME DRAWING.
DRAWINGS ORGANIZED BY DISCIPLINE OR SUB-CONTRACTOR ARE NOT
ACCEPTABLE. OPENINGS NOT SHOWN ON THE SHOP DRAWINGS
REQUIRE THE WRITTEN APPROVAL OF THE COR BEFORE INSTALLATION.
5. DO NOT FIELD CUT OR DRILL OPENINGS IN STRUCTURAL MEMBERS
UNLESS INDICATED ON THE ACCEPTED SHOP DRAWINGS OR
APPROVED BY THE COR.
6. REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILED
INFORMATION REGARDING FINISHES, WATERPROOFING,
NON-BEARING MASONRY PARTITIONS, ETC.
7. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING
DIMENSIONS.
8. D0 NOT CHANGE THE SIZE, DIMENSION OR POSITION OF STRUCTURAL
ELEMENTS WITHOUT THE WRITTEN APPROVAL OF THE COR.
9. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON FLOORS OR
ROOFS IN EXCESS OF 80 PERCENT OF INDICATED LIVE LOAD.
10. THE STRUCTURE IS DESIGNED TO BE STABLE IN THE COMPLETED
CONDITION. PROVIDE BRACING AND SHORING TO MAINTAIN THE
STABILITY OF THE STRUCTURE AND TO AVOID OVER-LOADING THE
STRUCTURE DURING CONSTRUCTION. RETAIN A REGISTERED
PROFESSIONAL OR STRUCTURAL ENGINEER TO DESIGN THE
TEMPORARY SUPPORT SYSTEM AND ADVISE ON TEMPORARY LOADING
CONDITIONS.
DELEGATED DESIGN
1. EXCAVATION, DEWATERING, AND EARTH RETENTION SYSTEMS
2. OPEN WEB STEEL JOISTS AND JOIST BRIDGING
3. SUPPLEMENTARY FRAMING TO SUPPORT PIPES, DUCTS, MECHANICAL
EQUIPMENT, ELECTRICAL EQUIPMENT, ETC.
4. TEMPORARY SHORING AND BRACING
5. STRUCTURAL STEEL CONNECTIONS
6. ATFP BRACING
7. ARCHITECTURAL CANOPIES
THE FOLLOWING CODES AND STANDARDS, AS MODIFIED BY THE
REFERENCED UFC PUBLICATIONS, APPLY TO THE DESIGN AND
CONSTRUCTION OF THIS PROJECT:
1. UFC 1-200-01, DOD BUILDING CODE, 1 SEPTEMBER 2022
2. UFC 3-301-01, STRUCTURAL ENGINEERING, CHANGE, 04 FEBRUARY 2022
3. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR
BUILDINGS, CHANGE 2 30 JULY 2022
4. ASCE 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR
BUILDINGS AND OTHER STRUCTURES
5. IBC 2021, INTERNATIONAL BUILDING CODE
6. ACI 318-19, BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE
7. AISC 303-16, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
BRIDGES
8. AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
9. RCSC 2020, SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-
STRENGTH BOLTS
10. SJI 100-2020, STANDARD SPECIFICATION FOR K-SERIES, LH-SERIES, DHL-
SERIES OPEN WEB STEEL JOISTS AND FOR JOIST GIRDERS
11. AWS D1.1-2020, STRUCTURAL WELDING CODE - STEEL
12. SDI RD-2017, STANDARD FOR STEEL ROOF DECK
13. NAVSEA OP5, AMMUNITION AND EXPLOSIVES ASHORE SAFETY
REGULATIONS FOR HANDLING, STORAGE, PRODUCTION, RENOVATION, &
SHIPPING
ABV ABOVE
ACI AMERICAN CONCRETE INSTITUTE
ADDL ADDITIONAL
ADJ ADJACENT
AE AIR ENTRAINED
AFF ABOVE FINISHED FLOOR
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ALT ALTERNATE
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPROX APPROXIMATE
AR ANCHOR ROD
ARCH ARCHITECT or ARCHITECTURAL
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS
ATFP ANTI TERRORISM/FORCE PROTECTION
AWS AMERICAN WELDING SOCIETY
B/ or BOT BOTTOM
BF BOTH FACES
BLDG BUILDING
BM BEAM
BOS BOTTOM OF STEEL
BP BEARING PLATE
BPL BASE PLATE
BRDG BRIDGING
BRG BEARING
BS BOTH SIDES
BTWN BETWEEN
℄ CENTERLINE
C/C CENTER TO CENTER
CANT CANTILEVER
CF CUBIC FEET
CFMF COLD-FORMED METAL FRAMING
CFRP CARBON FIBER REINFORCED POLYMER
CIP CAST-IN-PLACE
CJ CONTRACTION / CONTROL JOINT
CJP COMPLETE JOINT PENETRATION
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
COORD COORDINATE
COR CONTRACTING OFFICER'S REPRESENTATIVE
CY CUBIC YARD
D DEPTH
db REINF BAR DIAMETER
DBA DEFORMED BAR ANCHOR
DEMO DEMOLITION
DIA OR ⌀ DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DL DEAD LOAD
DN DOWN
DWG(S) DRAWING(S)
(E) EXISTING
EA EACH
EE EACH END
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRIC or ELECTRICAL
ELEV ELEVATOR
EMBED EMBEDMENT
EOD EDGE OF DECK
EOR ENGINEER OF RECORD
EOS EDGE OF SLAB
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EW EACH WAY
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
FA FALL ARREST ANCHOR
FD FLOOR DRAIN
FDN FOUNDATION
FIN FINISH or FINISHED
FLG FLANGE
FLR FLOOR
FOW FACE OF WALL
FP FIRE PROTECTION
FRP FIBER REINFORCED POLYMER
FT FOOT or FEET
FTG FOOTING
ABBREVIATIONS
GA GAGE or GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
H HIGH OR HORIZONTAL
HK HOOK
HORIZ HORIZONTAL
HP HIGH POINT
HS HIGH STRENGTH
HT HEIGHT
ID INSIDE DIAMETER
IF INSIDE FACE
IN INCH
INCL INCLUDED
INFO INFORMATION
INT INTERIOR
IP INFLECTION POINT
JT JOINT
JST JOIST
K KIPS (1000 POUNDS)
KB KNEE BRACE
KSF KIPS PER SQUARE FOOT
KSI KIPS PER SQUARE INCH
LBS POUND(S)
Ld REINF BAR DEVELOPMENT LENGTH
LE LEFT END
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LP LOW POINT
LTWT LIGHT WEIGHT
MAX MAXIMUM
MC MOMENT CONNECTION
MECH MECHANICAL
MEP MECHANICAL, ELECTRICAL AND PLUMBING
MID MIDDLE
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MTL METAL
MWFRS MAIN WIND FORCE RESISTING SYSTEM
NIC NOT IN CONTRACT
NLWT NORMAL WEIGHT
NOM NOMINAL
No. or # NUMBER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OPNG OPENING
OPP OPPOSITE OR OPPOSITE HAND
PCF POUNDS PER CUBIC FOOT
PEN PENETRATION
PJP PARTIAL JOINT PENETRATION
PL PLATE
PLUMB PLUMBING
PROJ PROJECTION
PS PRESTRESSED
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
R RISER OR RADIUS
RE RIGHT END
REBAR REINFORCING STEEL BARS
REINF REINFORCEMENT or REINFORCING
RTU ROOF TOP UNIT
SC SLIP CRITICAL
SCHED SCHEDULE
SDI STEEL DECK INSTITUTE
SDL SUPERIMPOSED DEAD LOAD
SHT SHEET
SIM SIMILAR
SJI STEEL JOIST INSTITUTE
SFRS SEISMIC FORCE RESISTING SYSTEM
SOG SLAB-ON-GROUND
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
T TREAD
T/ TOP
TEMP TEMPORARY
THK THICK or THICKNESS
TMS THE MASONRY SOCIETY
TOS TOP OF STEEL
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
V VERTICAL
VERT VERTICAL
VIF VERIFY IN FIELD
W WIDTH
W/ WITH
W/CM WATER-CEMENTITIOUS MATERIAL RATIO
W/O WITHOUT
WD WOOD
WP WORK POINT
WT WEIGHT
WWR WELDED WIRE REINFORCING
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
R
S
T
U
W
V
GRAPHIC LEGEND
CONCRETE
STEEL
ROOF MECHANICAL EQUIPMENT
EXTENT OF SLAB-ON-GROUND
OR 2-WAY SLAB
[-X' - X"] INDICATES THE DIFFERENCE IN ELEVATION
BETWEEN THE TOP OF THE FOUNDATION,
PEDESTAL, SLAB, ROOF DECK OR BEAM AND
THE TOP OF THE FIRST/GROUND FLOOR SLAB
# KEYNOTE
V35 V35W12x22 C=1"
FACTORED VERTICAL SHEAR
REACTION (KIPS), REFER TO
GENERAL NOTES IF OMITTED
BEAM CAMBER, NONE IF OMITTED
BEAM / GIRDER SIZE
STEEL BEAM LEGEND
WALL FOOTING LEGEND
STEP IN FOOTING
[-X
X"
[-X
X"
T/ FTG ELEV
T/FTG ELEV
NOTE: IF THE FTG ELEV IS OMITTED, REFER TO
THE GENERAL SHEET NOTES
INDICATES ELEVATION AT LEVEL PLANE BASED
ON THE TOP OF THE FIRST/GROUND FLOOR
SLAB
X' - X"
EXTENT OF FRAMED SLAB
FRAMED SLAB SPAN DIRECTION
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
AR
TM
E
N T
O F
TH
E
N A
VY
N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S
YS
TE
M
S C
O M
M A
N D
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
6/
/2
:5 5:
P
M \\d c1 vs
\fe dp rj\
FD
ZE
\S
TR
U \B
LD
G
-1
-S -B
IM
_v
.rv t
S-001
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
F
AC
ILI
TY
G
EN
ER
AL
N O
TE
S, A
BB
RE
VI
AT
IO
NS
L
EG
EN
D
LP
12893956
JH JT
05/27/2025
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLON FEAD
DIRECTOR NEW LONDON, GROTEN, CT
O
PE
RA
TI
O
NS
SMS/CWJ
1667770
GR
OT
ON
, C
ON
NE
CT
IC
UT
NA
VA
L S
UB
MA
RI
NE
B
AS
E
NE
W
LO
ND
ON
JWJ
NEK
HPN
M
ID
-A
TL
A N
TI
C
S -0
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C N
A
VA
L S
TA
TI
O N
N
O R
FO
LK
, V A
SY
M
DE
SC
RI
PT
IO
N
DA
TE
3. BUILDING RISK CATEGORY II
4. SNOW
a. SNOW IMPORTANCE FACTOR, Is 1.0
b. GROUND SNOW LOAD, Pg 30 PSF
c. TERRAIN ROUGHNESS C
d. ROOF EXPOSURE FACTOR, Ce 1.0 PARTIALLY EXPOSED
e. THERMAL FACTOR, Ct 1.0
f. ROOF SLOPE FACTOR, Cs 1.0
g. FLAT-ROOF SNOW LOAD, Pf 21 PSF
h. MINIMUM UNIFORM SNOW LOAD, Pm 20 PSF
i. DESIGN SNOW LOAD W/ DRIFT REFER TO FIGURE 1
5. RAIN
a. INTENSITY, i 2.75 IN/HR
b. RAIN LOAD, R 11 PSF
6. WIND
a. ULTIMATE DESIGN WIND SPEED, V: 128 MPH
b. ALLOWABLE STRESS WIND SPEED, Vasd: 99 MPH
c. WIND EXPOSURE: C
d. INTERNAL PRESSURE COEF, GCpi ±0.18 ENCLOSED
e. MAIN WIND-FORCE RESISTING SYSTEM
• 0 FT - ROOF 31 PSF
• PARAPET 70 PSF
f. COMPONENTS & CLADDING REFER TO TABLE 1
7. EARTHQUAKE
a. SEISMIC IMPORTANCE FACTOR 1.0
b. SEISMIC SITE CLASSIFICATION C
c. MAPPED SPECTRAL ACCELERATION
• SHORT PERIOD, SS 0.190g
• 1-SECOND PERIOD, S1 0.052g
d. DESIGN SPECTRAL ACCELERATION
• SHORT PERIOD, SDS 0.165g
• 1-SECOND PERIOD, SD1 0.052g
e. SEISMIC DESIGN CATEGORY A
f. MAIN BUILDING (EXTERIOR WALLS)
• FORCE-RESISTING SYSTEM ORDINARY REINFORCED
CONCRETE SHEAR WALLS
• RESPONSE MODIFICATION, R 4
• SYSTEM OVERSTRENGTH, Ω0 2.5
• DEFLECTION AMPLIFICATION, Cd 4
• ANALYSIS PROCEDURE EQUIVALENT
LATERAL FORCE
• SEISMIC RESPONSE COEF, CS 0.041
• SEISMIC WEIGHT, W 435 KIPS
• DESIGN BASE SHEAR 18 KIPS
g. ARMS ROOM
• FORCE-RESISTING SYSTEM ORDINARY REINFORCED
CONCRETE SHEAR WALLS
• RESPONSE MODIFICATION, R 4
• SYSTEM OVERSTRENGTH, Ω0 2.5
• DEFLECTION AMPLIFICATION, Cd 4
• ANALYSIS PROCEDURE EQUIVALENT
LATERAL FORCE
• SEISMIC RESPONSE COEF, CS 0.041
• SEISMIC WEIGHT, W 115 KIPS
• DESIGN BASE SHEAR 5 KIPS
8. FOUNDATIONS
a. MINIMUM SOIL BEARING CAPACITY 4,000 PSF
b. FROST DEPTH 38 IN
DESIGN CRITERIA & LOADS
ROOF MEMBRANE & INSULATION
1. TOTAL SDL
CEILING
TY
PI
CA
L R
OO
F
AR
MS
R
OO
M
CE
ILI
NG
S
LA
B
TY
PI
CA
L F
LO
OR
RO
OF
A
BO
VE
M
EC
H
AN
D
EL
EC
R
OO
MS
2. LIVE LOAD
5 -----
5MEP
SUPERIMPOSED DEAD &
LIVE LOADS
(UNFACTORED - PSF)
125 100
----20 20
20 20
ME
CH
A
ND
E
LE
C
RO
OM
F
LO
OR
AR
MS
R
OO
M
FL
OO
R
---------- ---------HOUSEKEEPING PAD 50 -----
1. FOR MEMBERS, THE EFFECTIVE WIND AREA IS THE SPAN LENGTH MULTIPLIED BY THE WIDTH, WHERE THE WIDTH
EQUALS THE GREATER OF THE WIDTH TRIBUTARY TO THE MEMBER OR 1/3 THE SPAN LENGTH.
2. FOR FASTENERS, THE EFFECTIVE WIND AREA MUST NOT BE TAKEN GREATER THAN THE AREA THAT IS TRIBUTARY TO
AN INDIVIDUAL FASTENER.
3. PRESSURES INDICATED ARE THE TOTAL APPLIED WIND PRESSURE AND INCLUDE BOTH THE INTERNAL AND EXTERNAL
PRESSURES.
4. WIND PRESSURES ARE FACTORED LOADS.
5. POSITIVE VALUES INDICATE PRESSURE ACTING TOWARDS THE SURFACE AND NEGATIVE VALUES INDICATE PRESSURE
ACTING AWAY FROM THE SURFACE.
TABLE 1 - COMPONENTS & CLADDING WIND PRESSURE (PSF)
ROOF
WALLS
1'
4w
5w
4p
PARAPET
5p
-34 / +16
ZONE
≤10 20 50 100 200 ≥500
EFFECTIVE WIND AREA (SF)
-37 / +34
-29 / +16 -23 / +16
-36 / +33 -34 / +31 -32 / +29 -31 / +28 -29 / +26
-79 / +16 -73 / +16 -67 / +16 -62 / +16 -57 / +16 -50 / +16
-107 / +16 -97 / +16 -84 / +16 -73 / +16 -63 / +16 -50 / +16
-81 / +35 -75 / +34 -69 / +32 -63 / +30 -58 / +28 -51 / +26
-46 / +34 -43 / +33 -39 / +31 -36 / +29 -33 / +28 -29 / +26
-110 / +35 -99 / +34 -86 / +32 -75 / +30 -65 / +28 -51 / +26
-60 / +16 -56 / +16 -50 / +16 -46 / +16 -43 / +16 -37 / +16
-34 / +16 -34 / +16 -34 / +16
ZONE 4w ZONE 4p
ZONE 5w ZONE 5p
FINISHED
GRADE
ROOF
T/ PARAPET
10' - 1" 10' - 9"
10' - 1" 10' - 9"
10' - 1"
10' - 9"
3' - 5"
3' - 5"
ZONE 1'
ZONE 2
ZONE 4p
ZONE 5p
ZONE 5w ZONE 5p
ZONE 3
7' - 6"
7' - 6"
7' - 6"
7' - 6"
ZONE 4p ZONE 4w
ZONE 5w ZONE 5p
10' - 1"
10' - 9"
ZONE 1
ZONE 3
A
C
21 PSF
P
SF
P
SF
63 PSF
63 PSF
9'
- 3
9'
- 3
16' - 6" 16' - 6"
FIGURE 1 - DESIGN ROOF SNOW LOAD W/ DRIFT
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
AR
TM
E
N T
O F
TH
E
N A
VY
N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S
YS
TE
M
S C
O M
M A
N D
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
6/
/2
2:
:5
AM
\\d c1 vs
\fe dp rj\
FD
ZE
\S
TR
U
\B
LD
G -1
-S
-B
IM
_v
.rv t
S-002
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
F
AC
ILI
TY
DE
SI
GN
C
RI
TE
RI
A
LO
AD
S
LP
12893957
SK SK
05/27/2025
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLON FEAD
DIRECTOR NEW LONDON, GROTEN, CT
O
PE
RA
TI
O
NS
SMS/CWJ
1667770
GR
OT
ON
, C
ON
NE
CT
IC
UT
NA
VA
L S
UB
MA
RI
NE
B
AS
E
NE
W
LO
ND
ON
JWJ
NEK
HPN
M
ID
-A
TL
A N
TI
C
S -0
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C N
A
VA
L S
TA
TI
O N
N
O R
FO
LK
, V A
SY
M
DE
SC
RI
PT
IO
N
DA
TE
FOUNDATIONS AND EARTHWORK
CAST-IN-PLACE CONCRETE
POST-INSTALLED ANCHORS
STEEL DECKING
1. ROOF DECK:
a. CONFORM TO THE REQUIREMENTS OF ASTM A653, Fy = 50 KSI
MIN, GALVANIZED G90.
b. STEEL ROOF DECK MUST BE 1 1/2" HIGH, 20 GAUGE. DECK
DESIGN IS BASED ON A THREE SPAN CONDITION. INCREASE
DECK THICKNESS IF LESS THAN THREE SPAN CONDITION OR
CONSTRUCTION LIVE LOAD EXCEEDS 20 PSF.
c. THE DECK MUST HAVE THE FOLLOWING MINIMUM PROPERTIES
PER FOOT WIDTH:
Ip = 0.201 IN4 In = 0.222 Sp = 0.234 IN3 Sn = 0.247 IN3
2. DECK ENDS MUST BEAR AT LEAST 1 1/2" ON STRUCTURAL SUPPORTS.
END JOINTS MUST BE BUTTED.
3. CONTINUOUS SHEET METAL CLOSURES ARE REQUIRED AT OPENINGS
AND EDGES.
4. ROOF DECK FASTENING:
a. FASTEN DECK TO EACH SUPPORT WITH 5/8" DIAMETER PUDDLE
WELDS. WELD EDGE RIBS OF PANELS AND PROVIDE ADDITIONAL
WELDS AT MAXIMUM 12" ON CENTER.
b. FASTEN SIDE LAPS WITH #10 SELF DRILLING SCREWS AT THE
LESSER OF 1/2 OF THE SPAN OR 36" ON CENTER, UON.
c. FASTEN DECK EDGES TO PERIMETER SIDE SUPPORTS WITH #10
SELF DRILLING SCREWS AT THE LESSER OF 1/2 OF THE SPAN OR
24" ON CENTER, UON.
d. SECURE DECK ACCESSORIES, SUCH AS CLOSURES AND RIDGE
PLATES IN ACCORDANCE WITH SDI STANDARD PRACTICE.
FASTENER SPACING MUST NOT EXCEED 12-INCHES.
5. LOADS HUNG FROM DECKING MUST NOT EXCEED 50 POUNDS. PIPES,
DUCTS AND EQUIPMENT BENEATH ROOF DECKS MUST BE
SUPPORTED BY THE STRUCTURAL STEEL, STEEL JOISTS OR
SUPPLEMENTARY MEMBERS THAT ARE DIRECTLY SUPPORTED BY THE
STEEL FRAMING. DESIGN AND PROVIDE SUPPLEMENTARY MEMBERS
AT NO ADDITIONAL COST.
1. FOUNDATION DESIGN IS IN ACCORDANCE WITH THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT
PREPARED BY JACOBS, DATED 07 FEBRUARY 2025.
2. PLACE FOUNDATIONS ON UNDISTURBED, NATURAL SUBGRADE OR
BACKFILL COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM SOIL
DENSITY AS MEASURED BY ASTM D1557, MODIFIED PROCTOR TEST.
THE MINIMUM ALLOWABLE SOIL BEARING CAPACITY UNDER
FOUNDATIONS MUST BE 4,000 PSF.
3. PROVIDE MEASURES TO PREVENT WATER, FROST OR ICE FROM
PENETRATING FOOTING OR SLAB SUBGRADE BEFORE PLACING
CONCRETE. FOOTINGS, MUD SLABS, OR BUILDING SLABS MUST NOT
BE PLACED INTO OR AGAINST SUBGRADE CONTAINING FREE WATER,
FROST, OR ICE.
4. CONCRETE FOUNDATIONS OR A 3" THICK CONCRETE MUD MAT (LEAN
CONCRETE) MUST BE PLACED THE SAME DAY THE SUBGRADE IS
INSPECTED. IF THE GROUND SURFACE IS DISTURBED BEFORE
CONCRETE IS PLACED, THE SUBGRADE MUST BE RE-INSPECTED BY
THE CONTRACTOR'S GEOTECHNICAL ENGINEER AT NO ADDITIONAL
COST.
5. DESIGN, PROVIDE AND MAINTAIN DEWATERING SYSTEMS, EARTH
RETENTION SYSTEMS, AND BRACING. PROTECT EXISTING
STRUCTURES AND UTILITIES DURING CONSTRUCTION.
6. WHEN FILLING AGAINST OPPOSITE SIDES OF A WALL OR STRUCTURE,
BACKFILL IN LIFTS THAT MAINTAIN LEVEL ELEVATIONS WITHIN 12" ON
BOTH SIDES TO BALANCE THE LATERAL PRESSURE.
7. EARTHWORK, INCLUDING FOUNDATION SUBGRADE, FILL AND
BACKFILL MUST BE INSPECTED AND APPROVED BY THE
CONTRACTOR'S GEOTECHNICAL ENGINEER.
8. WHERE EXCAVATION WOULD BE BELOW A LINE EXTENDING UPWARD
AT A 1.0 H TO 1.0 V SLOPE FROM THE BOTTOM OF A FOUNDATION OR
UTILITY, PROVIDE SHEETING, SHORING, AND BRACING. DO NOT
UNDERMINE EXISTING CONSTRUCTION.
1. PROVIDE CAST-IN-PLACE CONCRETE FOR EACH CLASS OF CONCRETE
SHOWN IN TABLE 2 - CONCRETE MATERIAL SCHEDULE.
2. CONCRETE REINFORCING:
a. TYPICAL DEFORMED BARS - ASTM A615, GRADE 60
b. WELDED DEFORMED BAR ANCHORS - ASTM A706, GRADE 70
c. PLAIN WELDED WIRE - ASTM A1064,GRADE 65, SUPPLIED IN FLAT
SHEETS
3. CONCRETE COVER OVER STEEL REINFORCING, UON:
a. REINFORCING IN CONCRETE CAST AGAINST & PERMANENTLY IN
CONTACT WITH GROUND - 3"
b. REINFORCING IN CONCRETE EXPOSED TO WEATHER OR IN
CONTACT WITH GROUND AFTER CONCRETE PLACEMENT,
INCLUDING ELEMENTS COVERED BY WATERPROOFING OR
DAMPPROOFING
• PRIMARY REINFORCING - 2"
• STIRRUPS AND TIES - 1 1/2"
c. REINFORCING IN CONCRETE SLABS AND WALLS NOT EXPOSED
TO WEATHER OR IN CONTACT WITH GROUND - 3/4"
d. REINFORCING IN CONCRETE BEAMS, GIRDERS, COLUMNS AND
PEDESTALS NOT EXPOSED TO WEATHER OR IN CONTACT WITH
GROUND, COVER TO - 1 1/2"
4. REFER TO TABLE 3 - CONCRETE REINFORCEMENT TENSION
DEVELOPMENT LENGTHS FOR Ld.
5. SPLICE REINFORCING BARS PER ACI 318 WITH CLASS B TENSION LAP
SPLICES (1.3 TIMES THE DEVELOPMENT LENGTH)
6. LAP SPLICE WWR SHEETS AT LEAST 8" AND TIE SECURELY.
7. DOWELS MUST MATCH SIZE AND SPACING AND BE CLASS B TENSION
LAP SPLICED WITH THE MAIN REINFORCEMENT, UON.
8. FIELD BENDING OF REINFORCEMENT IS NOT PERMITTED UNLESS
INDICATED ON THE DRAWINGS OR APPROVED IN WRITING BY THE
COR. DO NOT HEAT REBAR WITH A TORCH IN THE FIELD.
9. EXCEPT FOR WELDED DEFORMED BAR ANCHORS, DO NOT WELD
REINFORCING.
10. WIRE BRUSH, CLEAN, AND COAT CONSTRUCTION JOINTS WITH A
BONDING AGENT OR MOISTEN WITH A CEMENT SLURRY SCRUBBED
INTO THE JOINT IMMEDIATELY PRIOR TO PLACING FRESH CONCRETE.
11. CHAMFER EXPOSED CORNERS 3/4", UON.
STRUCTURAL & MISCELLANEOUS STEEL
1. STRUCTURAL STEEL MUST CONFORM TO THE FOLLOWING, UON:
a. W & WT SHAPES ASTM A992
b. ANGLES & CHANNELS ASTM 572, GR 50
c. PLATES & BARS ASTM 572, GR 50
d. HSS ASTM A500, GRADE C
e. ANCHOR RODS ASTM F1554, GRADE 36
f. HIGH STRENGTH BOLTS ASTM F3125, GRADE A325
g. TENSION-CONTROL HS BOLTS ASTM F3125, GRADE F1852, TYPE 1
h. DIRECT TENSION INDICATORS ASTM F959, TYPE 325-1
i. COMMON GRADE BOLTS ASTM A307, GRADE A
j. WELDING ELECTRODES E70xx
2. GROUT UNDER STEEL BEARING PLATES MUST HAVE A MINIMUM 28
DAY COMPRESSIVE STRENGTH OF 7,000 PSI.
3. FILLET WELDS MUST HAVE A MINIMUM SIZE OF 1/4", UON. INCREASE
THE EFFECTIVE THROAT OF THE WELD TO MAINTAIN THE WELD SIZE
WHEN PARTS JOINED BY FILLET WELDS ARE SEPARATED. THE ROOT
OPENING MUST NOT EXCEED 3/16".
4. BOLTED CONNECTIONS MUST HAVE A MINIMUM OF (2) 3/4" DIAMETER
HIGH STRENGTH BOLTS.
5. MEMBERS EXPOSED TO WEATHER MUST BE HOT DIPPED
GALVANIZED.
6. PROVIDE ZINC COATED (GALVANIZED) BOLTS, NUTS, AND WASHERS
TO CONNECT GALVANIZED STEEL MEMBERS.
7. HIGH STRENGTH BOLTED CONNECTIONS MUST BE PRETENSIONED.
CONNECTIONS THAT USE OVERSIZE HOLES OR SLOTTED HOLES IN
THE DIRECTION OF THE LOAD MUST BE SLIP CRITICAL.
8. PROVIDE STEEL TO STEEL CONNECTIONS IN ACCORDANCE WITH AISC
360-16. CONNECTIONS NOT SPECIFICALLY DETAILED ON THE
DRAWINGS MUST BE DESIGNED BASED ON A BEAM END REACTION
OBTAINED FROM THE MAXIMUM UNIFORM LOAD TABLES IN PART 3
(DESIGN OF FLEXURAL MEMBERS). THE END REACTION IS EQUAL TO
1/2 THE TOTAL ALLOWABLE LOAD FOR THE GIVEN BEAM, SPAN AND
GRADE OF STEEL SPECIFIED. DETAILED CONNECTIONS ON THE
DRAWINGS SUPERCEDE THIS NOTE.
9. DO NOT FIELD CUT STRUCTURAL STEEL MEMBERS WITHOUT THE
WRITTEN APPROVAL OF THE COR.
10. DO NOT SPLICE STEEL MEMBERS EXCEPT WHERE SPECIFICALLY
DETAILED ON THE DRAWINGS.
11. PROVIDE TEMPORARY SHORING AND BRACING UNTIL THE
STRUCTURE IS ALIGNED AND PERMANENT CONNECTIONS HAVE BEEN
COMPLETED.
1. ANCHORS AND INSERTS EXPOSED TO EARTH OR WEATHER MUST BE
STAINLESS STEEL, UON. AT OTHER LOCATIONS PROVIDE
GALVANIZED ANCHORS IN ACCORDANCE WITH ASTM A153.
EMBEDDED DEFORMED REINFORCING BARS MUST BE UNCOATED
STEEL.
2. PROVIDE TYPE & SIZE AS INDICATED & EMBED INTO THE EXISTING
CONCRETE AS SHOWN IN TABLE 4 - POST-INSTALLED ANCHOR
SCHEDULE. VERIFY MINIMUM EFFECTIVE EMBEDDMENT DEPTH WITH
THE ANCHOR MANUFACTURER.
3. EXPANSION ANCHORS MUST BE WEDGE TYPE, TORQUE
CONTROLLED.
4. ADHESIVE ANCHORS MUST CONSIST OF AN INSERT AND CARTRIDGE
TYPE, TWO COMPONENT, EPOXY OR HYBRID ADHESIVE DISPENSED
AND MIXED THROUGH A STATIC MIXING NOZZLE PROVIDED BY THE
ADHESIVE MANUFACTURER.
5. ANCHORING TO CONCRETE:
a. MECHANICAL ANCHORS USED IN CONCRETE MUST HAVE BEEN
TESTED AND QUALIFIED FOR PERFORMANCE IN CRACKED AND
UNCRACKED CONCRETE IN ACCORDANCE WITH ACI 355.2.
b. ADHESIVE ANCHORS MUST HAVE BEEN TESTED AND QUALIFIED
FOR PERFORMANCE IN CRACKED AND UNCRACKED CONCRETE,
INCLUDING HORIZONTAL AND OVERHEAD INSTALLATIONS, AND
LONG TERM CREEP IN ACCORDANCE WITH ACI 355.4.
6. IDENTIFY POSITION OF REINFORCING STEEL AND OTHER EMBEDDED
ITEMS PRIOR TO DRILLING HOLES FOR ANCHORS. EXERCISE CARE IN
DRILLING TO AVOID DAMAGING EXISTING REINFORCING OR
EMBEDDED ITEMS. NOTIFY THE COR IF REINFORCING STEEL OR
OTHER EMBEDDED ITEMS ARE ENCOUNTERED DURING DRILLING.
7. PROVIDE ANCHORS IN DRY HAMMER DRILLED HOLES IN ACCORDANCE
WITH MANUFACTURER’S PRINTED INSTRUCTIONS.
1. MAXIMUM SLUMP OF CONCRETE AT POINT OF PLACEMENT - WITHOUT / WITH HIGH-RANGE WATER-REDUCING ADMIXTURE
2. REFER TO CIVIL FOR CONCRETE SITE WALLS
TABLE 2 - CONCRETE MATERIAL SCHEDULE (NORMAL WEIGHT)
ELEMENT ASTM C33
AGGREGATE
CLASS
MAXIMUM
CHLORIDE
CONTENT
DRY UNIT
WEIGHT
MAX
AGGREGATE
SIZE
SLUMP
(NOTE 1)
AIR
CONTENT
FOUNDATIONS 145 PCF 3/4" 4"/8" 0.15%5%
MAX W/CM
RATIO
4,500 PSI 0.45 4S
0.55INTERIOR SOG 4,000 PSI 1 1/2" 4S 3% MAX 4"/8" 0.15%
1. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCING WHERE MORE THAN 12" OF FRESH CONCRETE IS
CAST BENEATH THE BAR.
2. Ld = THE STRAIGHT BAR DEVELOPMENT LENGTH
3. Ldh = THE HOOKED BAR DEVELOPMENT LENGTH
4. CASE 1: CLEAR SPACING OF BARS DEVELOPED OR SPLICED NOT LESS THAN db, CLEAR COVER NOT LESS
THAN db, AND STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2*db AND CLEAR COVER NOT LESS THAN db
5. CASE 2: REINFORCING BARS THAT DO NOT MEET THE REQUIREMENTS OF CASE 1
6. DEVELOPMENT LENGTHS ONLY APPLY TO THE OPPERATIONS AND SENTRY CONSTRUCTION.
TABLE 3 - CONCRETE REINF TENSION DEVELOPMENT LENGTHS (INCHES)
BAR
SIZE
#3
#4
#5
#6
TOP BARS OTHER BARS
UNCOATED BARS
4,000 PSI
f'c
145 PCF
Ld Ldh
HOOKED
BARS
LEAN CONCRETE FILL --------1,000 PSI 3/4" 4S -------- -------- 0.15%145 PCF
0.55ARMS ROOM ROOF & WALLS 4,000 PSI 3/4" 4S 4"/8" 0.15%145 PCF
CASE 1 CASE 2 CASE 1 CASE 2
UNCOATED BARS
4,500 PSI
14 7
CRITICAL SECTION
Ld
Ldh
TABLE 4 - POST-INSTALLED ANCHOR SCHEDULE
ANCHORING TO NORMAL WEIGHT CONCRETE
ANCHOR TYPE ANCHOR DIAMETER/
REBAR SIZE
MINIMUM EFFECTIVE
EMBEDMENT, UON
MECHANICAL 5/8" 4"
1/2" 3 1/4"
3/4" 4 3/4"
2 3/4"
3/4"
1/2"
4"
ADHESIVE
TOP BARS OTHER BARS
Ld Ldh
HOOKED
BARSCASE 1 CASE 2 CASE 1 CASE 2
OPEN WEB STEEL JOISTS
1. JOIST DESIGN, FABRICATION, AND ERECTION OF OPEN WEB STEEL
JOISTS MUST BE PERFORMED IN ACCORDANCE WITH THE STEEL
JOIST INSTITUTE, LATEST EDITION.
2. ALL BRIDGING, INCLUDING SIZING, SPACING CONNECTIONS, MUST BE
DESIGNED BY JOIST DESIGNER IN ACCORDANCE WITH STEEL JOIST
INSTITUTE REQUIREMENTS TO RESIST UPLIFT LOADING INDICATED
ON DRAWINGS.
3. REFER TO S-102 FOR JOIST LAYOUT AND SHEET S-601
LOADING/DEPTH REQUIREMENTS TO BE USED IN DESIGN OF THE
DELEGATED OPEN WEB STEEL JOISTS.
4. REFER TO S-505 FOR TYPICAL JOIST DETAILS INCLUDING END
CONNECTION INFORMATION AND CHORD REINFORCEMENT
REQUIREMENTS AT CONCENTRATED LOADING.
5. DO NOT CUT HOLES OR NOTCHES IN CHORD AND WEB MEMBERS,
UNLESS APPROVED BY JOIST DESIGNER AND COR.
6. DO NOT APPLY TEMPORARY OR PERMANENT LOADS TO JOIST
BRIDGING.
7. SHOP DRAWINGS FOR JOISTS AND JOIST ACCESSORIES TO BE
PREPARED BY THE JOIST MANUFACTURER'S DETAILS.
8. SUBMIT DESIGN CALCULATIONS FOR REVIEW IN ACCORDANCE WITH
THE STEEL JOIST INSTITUTE DESIGN STANDARDS. SUBMIT DESIGN
CALCUALTIONS SIGNED AND SEALED BY A PROFESSIONAL LICENSED
ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED.
0.45OTHER WALLS 4,000 PSI 3/4" 4S 4"/8" 0.15%145 PCF
3% MAX
ULTIMATE DESIGN
SHEAR CAPACITY (KIP)
ULTIMATE DESIGN
TENSILE CAPACITY (KIP)
8.4 4.4
13.1 6.6
19 8.9
8.6 3.5
20.4 8.3
5%
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
AR
TM
E
N T
O F
TH
E
N A
VY
N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S
YS
TE
M
S C
O M
M A
N D
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
6/
/2
:5 5:
P
M \\d c1 vs
\fe dp rj\
FD
ZE
\S
TR
U \B
LD
G
-1
-S -B
IM
_v
.rv t
S-003
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
F
AC
ILI
TY
M
AT
ER
IA
L
NO
TE
S
LP
12893958
JH JT
05/27/2025
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLON FEAD
DIRECTOR NEW LONDON, GROTEN, CT
O
PE
RA
TI
O
NS
SMS/CWJ
1667770
GR
OT
ON
, C
ON
NE
CT
IC
UT
NA
VA
L S
UB
MA
RI
NE
B
AS
E
NE
W
LO
ND
ON
JWJ
NEK
HPN
M
ID
-A
TL
A N
TI
C
S -0
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C N
A
VA
L S
TA
TI
O N
N
O R
FO
LK
, V A
SY
M
DE
SC
RI
PT
IO
N
DA
TE
A. TOP OF FIRST FLOOR SLAB, REFERENCE DATUM, IS ELEVATION 0'-0".
REFER TO CIVIL FOR THE ACTUAL FLOOR ELEVATION.
B. T/WALL FTG EL = [-2'-4"] UON.
C. T/COL FTG EL = [-1'-0"] UON.
D. REFER TO S-000 SERIES DRAWINGS FOR GENERAL NOTES, DESIGN LOADS
AND ABBREVIATIONS.
E. REFER TO S-500 SERIES DRAWINGS FOR TYPICAL DETAILS.
F. "Fx" REFERS TO SPREAD FOOTING TYPE FOUNDATIONS AND "WFx"
CONTINUOUS TYPE WALL FOUNDATIONS. REFER TO S-601 GEOMETRY AND
REINFORCEMENT INFORMATION.
G. FOUNDATIONS MUST BE CENTERED ON ELEMENT BEING SUPPORTED
UNLESS NOTED OTHERWISE.
H. REFER TO S-601 FOR SCHEDULES.
J. REFER TO PLUMBING DRAWINGS FOR RADON REMEDIATION.
A
B
C
2 3 4 6 7 8
S-201 A1
S-201 C1
S-201 A3
S-201 B1
2 EQ SPACES
17' - 6" 18' - 3" 19' - 9" 15' - 10"
2 EQ SPACES
19' - 9"
2 EQ SPACES
21' - 9"
3 EQ SPACES
29' - 10"
142' - 8"
0"
0"
0"
11' - 10" 3' - 4" 3' - 1" 1' - 2" 3' - 4" 25' - 4"
4'
- 8
3'
- 4
9'
- 4
3'
- 4
4"
4"
3'
- 4
9'
- 4
3'
- 4
4'
- 8
1'
- 6
6"
TYP
TYP
C1 S-510
C2 S-510
HSS6X6X3/8
1' - 3" 20' - 4"
2' - 8" 3' - 4"
5TYP
TYP
[ -1' - 0" ]
[ -1' - 0" ]
1'
- 0
1'
- 0
S-510 C3
HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8
6 6 6 6
1' - 8"
1'
- 1
1"
1' - 8"1'
- 1
1"
7' - 11" 9' - 1"
1' - 3"
9' - 10 1/2" 9' - 10 1/2"
1' - 3"
7' - 0" 7' - 7"
3 E Q
SP
AC
ES
3 E
Q
SP
AC
ES
S-510 C4
S-510 C4
W F1
F1
W F1
WF3
WF3
F2 F2
WF2
W F2
W F2
WF2
SIM
S-202 A3
S-202 A1
S-202 B1
S-202 B3
T/FTG -2'-4"
T/FTG -4'-0"
T/FTG -4'-0"
T/FTG -2'-4"
F1 F1 F1
2'
- 8
8'
- 4
3'
- 4
6'
- 4
4'
- 4
6'
- 4
5'
- 8
[ -2' - 6" ]
5' - 0" 20' - 6"
T/
FT
G -2
'-4
T/
FT
G -4
'-0
T/
FT
G -4
'-0
T/
FT
G -2
'-4
1 6" THICK SLAB-ON-GROUND W/ #4 @ 10" OC EW
2 EXTERIOR WALLS: 8" CAST-IN-PLACE CONCRETE WALL W/ #5@10" EW
CENTERED IN WALL
3 ARMS ROOM WALLS: 8" CONCRETE WALL W/ #4 @ 9" EW EF STAGGER EF @ 4
1/2"
4 SLAB-ON-GROUND CONTRACTION OR CONSTRUCTION JOINT
5 6" THICK SLAB-ON-GROUND W/ #4 @ 10" OC EW
6 COLUMN ISOLATION JOINT
7 SLAB DEPRESSION FOR HIGH DENSITY FILING SYSTEM, SEE INTERIORS,
COORD SIZE AND LOCATION OF DEPRESSION WITH SELECTED
MANUFACTURER PRIOR TO CASTING OF SLAB-ON-GRADE
1/8" = 1'-0"A1 FOUNDATION & SLAB PLAN
PLAN
NORTH
1/8" = 1'-0"
24'4' 8' 16'
GENERAL SHEET NOTES
SHEET KEYNOTES
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
AR
TM
E
N T
O F
TH
E
N A
VY
N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S
YS
TE
M
S C
O M
M A
N D
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
6/
/2
:5 6:
P
M \\d c1 vs
\fe dp rj\
FD
ZE
\S
TR
U \B
LD
G
-1
-S -B
IM
_v
.rv t
S-101
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
F
AC
ILI
TY
FO
UN
DA
TI
O N
G
RO
UN
D
FL
O O
R
PL
AN
LP
12893959
JH JT
05/27/2025
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLON FEAD
DIRECTOR NEW LONDON, GROTEN, CT
O
PE
RA
TI
O
NS
SMS/CWJ
1667770
GR
OT
ON
, C
ON
NE
CT
IC
UT
NA
VA
L S
UB
MA
RI
NE
B
AS
E
NE
W
LO
ND
ON
JWJ
NEK
HPN
M
ID
-A
TL
A N
TI
C
S -1
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C N
A
VA
L S
TA
TI
O N
N
O R
FO
LK
, V A
SY
M
DE
SC
RI
PT
IO
N
DA
TE
A
B
C
2 3 4 6 7 8
S-201 A1
S-201 C1
S-201 A3
S-201 B1
17' - 6" 18' - 3" 19' - 9" 15' - 10" 19' - 9" 21' - 9" 29' - 10"
142' - 8"
0"
0"
0"
EL 16' - 8"
B/DECK @ HP
SL
OP
E
DO
W N
SL
OP
E
DO
W N
W21X48 W21X48 W21X48W21X48 W21X48W21X48
K
SP
-5
K
SP
-5
K
SP
-4
K
SP
-5
K
SP
-5
K
SP
-4
K
SP
-4
K
SP
-3
K
SP
-2
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-2
K
SP
-3
K
SP
-4
K
SP
-4
K
SP
-4
K
SP
-5
K
SP
-2
K
SP
-3
K
SP
-4
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-4
K
SP
-4
K
SP
-5
K
SP
-4
K
SP
-3
K
SP
-2
K
SP
-1
K
SP
-1
K
SP
-1
K
SP
-1
2' - 0" 2' - 0" 3 EQ SPACES 4 EQ SPACES 4 EQ SPACES 4 EQ SPACES 4 EQ SPACES 5 EQ SPACES 6 EQ SPACES 2' - 0" 2' - 0"
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
K
SP
-5
S-510 C4
S-510
C4 OPP
K
SP
-5
K
SP
-5
B1 S-510
4"
20' - 11"
K
SP
-5
K
SP
-5
S-202 A3
S-202 A1
S-202 B1
S-202 B3
B4 S-510
B4 S-510
OPP
B1 S-510
TYP
T.O. CONC 18'-8"
T.O. CONC 18'-8"
T.O. CONC 18'-8"
T.O. CONC 18'-8"
T.O. PILASTER 17'-2" T.O. PILASTER 17'-2"
6 6
OPP
B/DECK @ LP
B/DECK @ LP
EL 15'-1 1/2"
EL 15'-1 1/2"
A. TOP OF JOIST ELEVATION IS BOTTOM OF DECK ELEVATION AS INDICATED
ON THE PLAN UON.
B. REFER TO S-000 SERIES DRAWINGS FOR GENERAL NOTES, DESIGN LOADS
AND ABBREVIATIONS.
C. REFER TO S-500 SERIES DRAWINGS FOR TYPICAL DETAILS.
D. REFER TO FOUNDATION PLAN FOR COLUMN SIZES AND CONCRETE WALL
THICKNESS AND REINFORCING.
E. REFER TO S-601 FOR SCHEDULES.
B
3 4
1' - 3" 19' - 9" 1' - 3"
22' - 3"
1'
- 6
2"
8" 3
T.O. SLAB 12'-9"
S-510 B2
S-510
B2 OPP
PLAN
NORTH
1/8" = 1'-0"
24'4' 8' 16'
GENERAL SHEET NOTES
SHEET KEYNOTES
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
AR
TM
E
N T
O F
TH
E
N A
VY
N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S
YS
TE
M
S C
O M
M A
N D
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
6/
/2
:5 6:
P
M \\d c1 vs
\fe dp rj\
FD
ZE
\S
TR
U \B
LD
G
-1
-S -B
IM
_v
.rv t
S-102
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
F
AC
ILI
TY
RO
O
F
FR
AM
IN
G P
LA
NS
LP
12893960
JH JT
05/27/2025
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLON FEAD
DIRECTOR NEW LONDON, GROTEN, CT
O
PE
RA
TI
O
NS
SMS/CWJ
1667770
GR
OT
ON
, C
ON
NE
CT
IC
UT
NA
VA
L S
UB
MA
RI
NE
B
AS
E
NE
W
LO
ND
ON
JWJ
NEK
HPN
M
ID
-A
TL
A N
TI
C
S -1
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C N
A
VA
L S
TA
TI
O N
N
O R
FO
LK
, V A
1/8" = 1'-0"A1 ROOF FRAMING PLAN
1 ARMS ROOM CEILING, SEE C2/S-102
2 1 1/2" STEEL ROOF DECK
3 9" CONC SLAB W/ #5 @ 10" OC EW EF
4 JOIST BRIDGING
5 ROOF ACCESS OPENING, REFER TO C2/S-504 FOR ADDITIONAL FRAMING,
COORD LOCATION WITH ARCH
6 CANOPY, SEE ARCH
1/8" = 1'-0"C2 ARMS ROOM CEILING FRAMING PLAN
SY
M
DE
SC
RI
PT
IO
N
DA
TE
FIRST FLOOR
0"
1 2 3 4 6 7 8
T/WALL
18' - 8"
8" 17' - 6" 18' - 3" 19' - 9" 15' - 10" 19' - 9" 21' - 9" 29' - 10" 8"
8" 1' - 3" 5' - 1" 8"
1' - 0" 1' - 0" 8"
1' - 0"
1' - 0" 2' - 7" 3"
8" 1' - 0"
1' - 0" 3' - 9"
8"
1' - 0" 1' - 0"
1' - 4" 3' - 0" 3' - 8" 1' - 10"
TY
P8"
EQ EQ EQ EQ EQ EQ EQ
C.
J.
9' - 4"7' - 6"
C.
J.
C.
J.
C.
J.
C.
J.
C.
J.
C.
J.
C.
J.
0' -
2 TYP
3'
- 0
4" 1'
- 1 1"
TYP
9"
3"1' - 0"
TY
P8"
0"
TY
P2"
RO
OF
M
EM
BR
AN
E
LO
W
PO
IN
T
(S
EE
A
RC
H)
FIRST FLOOR
0"
1234678
T/WALL
18' - 8"
8"17' - 6"18' - 3"19' - 9"15' - 10"19' - 9"21' - 9"29' - 10"8"
8" 1' - 9"8" 9" 1' - 0"
7' - 0"1' - 0" 8"
8"11"8" 8"
1' - 0" 2' - 3"
1' - 0"
1' - 0"
8" 7' - 5"
3' - 4"3' - 0 3/4"
8" 7'
- 4
3' - 4" 1' - 2 1/4"
8" 7'
- 4
TY
P8"
C.
J.
C.
J.
C.
J. C.
J.
10' - 0" 10' - 0"
EQ EQ EQ EQ EQ
6' - 6"
C.
J.
C.
J.
C.
J.
C.
J.
NOTES:
1. C.J. INDICATES CONTROL JOINT LOCATIONS. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE USED IN
LIEU OF CONTROL JOINT AT INDICATED LOCATIONS. REFER TO S-503 FOR CONTROL JOINT INFORMATION.
1-#4x4'-0"
TYP
0' -
2 TYP
0"
TY
P8"
3"
9"1' - 0"
RO
OF
M
EM
BR
AN
E
LO
W
PO
IN
T
(S
EE
A
RC
H) TY
P2"
FIRST FLOOR
0"
ABC
T/WALL
18' - 8"
8" 37' - 0" 37' - 0" 8"
3'
- 0
6"
3' - 4" 3' - 0" 2' - 2" 1' - 10"
8"
2' - 8" 8' - 4"
C.
J.
9' - 4"
C.
J. C.
J.
C.
J.
EQ EQ
NOTES:
1. C.J. INDICATES CONTROL JOINT LOCATIONS. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE USED IN
LIEU OF CONTROL JOINT AT INDICATED LOCATIONS. REFER TO S-503 FOR CONTROL JOINT INFORMATION.
1-#4x4'-0"
TYP
0' -
3-#5 @ 4"OC
TYP
1'
- 1
0"TYP
FIRST FLOOR
0"
A B C
T/WALL
18' - 8"
8"37' - 0"37' - 0"8"
4' - 8" 3' - 4" 9' - 4" 3' - 4" 3' - 4" 9' - 4" 3' - 4" 4' - 8"
TY
P
7'
- 4
TY
P8"
C.
J.
C.
J. C.
J.
C.
J.
C.
J.
12' - 8" 20' - 0"
NOTES:
1. C.J. INDICATES CONTROL JOINT LOCATIONS. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE USED IN
LIEU OF CONTROL JOINT AT INDICATED LOCATIONS. REFER TO S-503 FOR CONTROL JOINT INFORMATION.
1-#4x4'-0"
EF ES, TYP
0' -
2-#5@4"OC AT
DOOR OPENING
TYP
3' - 4"
A. TOP OF FIRST FLOOR SLAB, REFERENCE DATUM, IS ELEVATION 0'-0".
REFER TO CIVIL FOR THE ACTUAL FLOOR ELEVATION.
B. REFER TO S-000 SERIES DRAWINGS FOR GENERAL NOTES, DESIGN LOADS
AND ABBREVIATIONS.
C. REFER TO S-500 SERIES DRAWINGS FOR TYPICAL DETAILS.
1/8" = 1'-0"
24'4' 8' 16'
GENERAL SHEET NOTES
SHEET KEYNOTES
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
AR
TM
E
N T
O F
TH
E
N A
VY
N
A
VA
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S
YS
TE
M
S C
O M
M A
N D
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
AS NOTED
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
FAX: 571.218.1600
6/
/2
:5 6:
P
M \\d c1 vs
\fe dp rj\
FD
ZE
\S
TR
U \B
LD
G
-1
-S -B
IM
_v
.rv t
S-201
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
F
AC
ILI
TY
BU
IL
DI
NG
E
LE
VA
TI
O
NS
LP
12893961
JH JT
05/27/2025
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLON FEAD
DIRECTOR NEW LONDON, GROTEN, CT
O
PE
RA
TI
O
NS
SMS/CWJ
1667770
GR
OT
ON
, C
ON
NE
CT
IC
UT
NA
VA
L S
UB
MA
RI
NE
B
AS
E
NE
W
LO
ND
ON
JWJ
NEK
HPN
M
ID
-A
TL
A N
TI
C
S -2
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
-M
ID
-A
TL
AN
TI
C N
A
VA
L S
TA
TI
O N
N
O R
FO
LK
, V A
1 OPENING FOR ELECTRICAL DUCT BANK, COORDINATE SIZE AND LOCATION
WITH ELECTRICAL. REFER TO B3/S-503 FOR ADDITIONAL REINF
2 REFER TO B3/S-503 FOR ADDITIONAL REINF AT WALL PENETRATIONS
1/8" = 1'-0"C1 SOUTH ELEVATION
1/8" = 1'-0"B1 NORTH ELEVATION
1/8" = 1'-0"A1 EAST ELEVATION
1/8" = 1'-0"A3 WEST ELEVATION
NOTES:
1. C.J. INDICATES CONTROL JOINT LOCATIONS. AT CONTRACTOR'S OPTION, CONSTRUCTION JOINT MAY BE USED IN
LIEU OF CONTROL JOINT AT INDICATED LOCATIONS. REFER TO S-503 FOR CONTROL JOINT INFORMATION.
2-#5@4"OC AT
DOOR OPENING
TYP
SY
M
DE
SC
RI
PT
IO
N
DA
TE
B
T/SLAB…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .