P-1102_Amend 0006_Drawings_rev.pdf
PDF 3 MB Posted
- Solicitation number
- N4008526R0004
About this file
These are architectural and structural drawings for a Weapons Magazine & Ordnance Operations Facility (CLWS Magazine) located at Naval Submarine Base New London, Groton, Connecticut. The drawings are part of Project P-1102 and have been adapted from NAVFAC standard munitions storage construction documents (NAVFAC Drawing Numbers 12877610 to 12877660, approved by DDESB on 20 March 2023). The design was approved by LCDR Elizabeth Olokode, NAVFAC NLOD FEAD Director, on 05/27/2025, with revisions for Amendment 1 dated 04/27/26.
The facility includes foundation and floor plans with a 36-inch thick concrete slab-on-grade featuring reinforced steel (#9@8" OC top and bottom for longitudinal flexural reinforcement; #9@8" OC top and #10@8" OC bottom for transverse flexural reinforcement). Key structural elements include retaining walls, foundation drainage systems with 3-inch and 6-8-inch perforated drain pipes, trench drains, and a mechanical room. The magazine is covered with R-10 minimum foil-faced mineral wool insulation on all four walls and the roof, protected by a 45 MIL reinforced EPDM membrane. The facility accommodates a bridge crane with continuous concrete corbels, blast doors with security features (24-inch diameter honeycomb security devices), and ventilation systems. All reinforcing steel must be continuously bonded and grounded; the slab-on-grade requires a minimum of 14 days of moist curing. The civil works include rigid inclusion ground improvements and foundation design adapted to the specific geotechnical and loading conditions at Naval Submarine Base New London.
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Text version
S-301S C1
C1
S-201AS
95'-6"
30'-0"
'-0
SE
E
S-
0S , S
-2
AS
, S
-2
BS
, S
-2
C S
SE
E
S-
0S , S
-2
AS
, S
-2
BS
, S
-2
C S
1'-4"
1' -4
1' -4
'-0
'-0
VA
R
IE
S
'-8
C
LW
S-
'-0
'-2
VA
R
IE
S
'-0
1/ 4"
C
LW
S-
2' -0
FT
G
EX
TE
N
SI
O
N (T
YP
EDGE OF FOOTING
R
ET
AI
N
IN
G
W
AL
L, SE
E S-
3, S -4
S
R
ET
AI
N
IN
G
W
AL
L, SE
E S-
3, S -4
S
36" THK CONC
SLAB-ON-GRADE,
UNO
C J
C J
'-0
2' -0
(T
YP
'-8
30"x30"
VENTILATION
DUCT
24"Ø HONEYCOMB
SECURITY DEVICE AT
MAGAZINE WALL (TYP. 2).
REF: A3/M-706
BLAST DOOR
AND TRENCH
S-302 A1
SCALE: 3/32" = 1'-0"
FOUNDATION/ FLOOR PLANA2
3' -5
/4
FOOTING STEP
AT CJ (BOT)
MECH ROOM
DOOR POCKET
PILASTER
5' -0
5'-6"
2'-0"
5'-0"
5'-0"
2'-0"
5'-6" 29'-0"
29'-0"
3'-0"
4'-2"
63'-6"
105'-0"
12'-6"
63'-6"
S-301S
A1 FLOOR DRAIN
TRENCH DRAIN, (TYP)
T/ SLAB EL = 0'-0" @
PERIMETER, (TYP)
T/ FTG EL = 0'-0", (TYP)
A1 S-401
C5 S-704
LONGITUDINAL
FLEXURAL REINF:
#9@8" OC, TOP & BOT
TRANSVERSE FLEXURAL REINF:
#9@8" OC TOP, #10@8" OC BOT
#8@8" OC ADDL TOP REINF,
STAGGER W/ TRANSVERSE
FLEXURAL REINF
30'-9"30'-9" 2'-0"
FTG STEP
(BOT)
CJ
A1
S-201AS
A1 S-202
C1 S-401
A4
S-502 TYP
24"Ø PIPE THRU MECH
ROOM WALL W/SLEEVE
(TYP. 2). REF: B3/M-706
SLOPE
SLOPE
SL
O
PE
SL
O
PE
2'-8"
T/ DRAIN EL @
LP = -0'-4" (TYP)
CLWS-001
C1
S-201BS
CLWS-002
THRU 005
C1
S-201CS
CLWS-006
A1
S-201BS
A1
S-201CS
CLWS-001
CLWS-002
THRU 005 CLWS-006
R-10 MINIMUM FOIL FACED MINERAL
WOOL MECHANICALLY FASTENED,
TYP, 4 WALLS AND ROOF
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
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
CL
W
S M
AG
AZ
IN
E
SMS/CWJ
JWJ
HPN
1667770
SCALE:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
EPROJECT NO.:
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLOD FEAD
DIRECTOR NEW LONDON, GROTEN, CT
05/27/2025
S-101S
1. ALL ELEVATIONS ARE IN REFERENCE TO A DATUM
ELEVATION OF 0'-0" FOR THE MAGAZINE FINISHED FLOOR
ELEVATION. SEE CIVIL DRAWINGS FOR ACTUAL
ELEVATIONS.
2. SEE SHEETS S-001, S-002, S-003, AND S-004S FOR GENERAL
NOTES.
3. ALL REINFORCING STEEL MUST BE CONTINUOUSLY
BONDED AND GROUNDED PER S-002 AND A1/E-504S
4. SLAB-ON-GRADE MUST BE MOIST CURED FOR A MINIMUM
OF 14 DAYS.
5. SLAB-ON-GRADE CONSTRUCTION JOINTS ARE INDICATED
AS "CJ" ON PLAN. SEE STANDARD DETAIL ON S-003 FOR
CONSTRUCTION JOINT DETAILS.
6. BLAST DOOR IS NOT SHOWN FOR CLARITY.
7. SEE SHEET S-302 FOR ARRANGEMENT OF SLAB
REINFORCEMENT AND FOR SIDEWALL REINFORCEMENT
SIZE, SPACING, AND ARRANGEMENT.
8. SEE SHEET S-104 FOR FOUNDATION DRAINAGE FLOOR
PLAN.
9. SEE CIVIL FOR EXTENTS OF RIGID INCLUSION GROUND
IMPROVEMENT.
SHEET NOTES
ORIGINAL STANDARD DRAWING IS NAVFAC DRAWING NUMBER 12877614 SHT 5 OF 51
SCALE:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
EPROJECT NO.:
THESE DRAWINGS HAVE BEEN ADAPTED FROM APPROVED NAVFAC
MUNITIONS STORAGE CONSTRUCTION DOCUMENTS, NAVFAC DRAWING
NUMBERS 12877610 TO 12877660, APPROVED BY DDESB ON 20 MARCH 2023.
JACOBS DOR RESPONSIBILITY AND SEAL APPLICABILITY IS LIMITED TO THE SITE
ADAPTATIONS AND MODIFICATIONS MADE TO THIS DRAWING.
R
EV
IS
IO
N S
FO
R
A M
EN
D
M
EN
T
4/
/2
04/27/26
EDGE OF FOOTING
SCALE: 3/32" = 1'-0"
FOUNDATION DRAINAGE FLOOR PLANA2
3" FLOOR DRAIN
TRENCH DRAIN, (TYP)
T/ FTG EL = 0'-0", (TYP)
3" TRENCH DRAIN
OUTLETS, (TYP. 16)
STEP FDN DRAIN
ON TOP OF FTG
FTG STEP
(BOT)
8'-0" 16'-0" 16'-0" 16'-0"
8' -0
'-0
8' -0
"8'-0" 16'-0" 16'-0" 16'-0"
DROP UPPER FOUNDATION
DRAIN INTO TOP OF LOWER
DRAIN PIPE
CONNECT TRENCH
DRAIN PIPES TO
LOWER DRAIN PIPE
DROP UPPER FOUNDATION
DRAIN INTO TOP OF LOWER
DRAIN PIPING
3" PVC WEEP HOLES
8'-0" OC (TYP. 3)
6" FOUNDATION
DRAIN
3" DOOR TRENCH
DRAIN & OUTLET
PIPE (TYP. 8)
3" DRAIN
6" FOUNDATION
DRAIN
8" DRAIN
2" V UP TO AIR
ADMITTANCE
VALVE 12" AFF
6" FOUNDATION
DRAIN
6" FOUNDATION
DRAIN
3" PVC WEEP
HOLES 8'-0" O.C.
6" FOUNDATION
DRAIN
6" DRAIN
CJ
CJ
16'-0"
16'-0"
16'-0"
16'-0"
T/ SLAB EL = 0'-0" @
PERIMETER, (TYP)
10'-0"
10'-0"
S-104S
1. ALL ELEVATIONS ARE IN REFERENCE TO A DATUM
ELEVATION OF 0'-0" FOR THE MAGAZINE FINISHED FLOOR
ELEVATION. SEE CIVIL DRAWINGS FOR ACTUAL
ELEVATIONS.
2. SEE SHEETS S-001, S-002, S-003, AND S-004S FOR GENERAL
NOTES.
3. ALL REINFORCING STEEL MUST BE CONTINUOUSLY
BONDED AND GROUNDED PER S-002 AND A1/E-504
4. SLAB-ON-GRADE MUST BE MOIST CURED FOR A MINIMUM
OF 14 DAYS.
5. BLAST DOOR IS NOT SHOWN FOR CLARITY.
6. SEE SHEET S-302 FOR ARRANGEMENT OF SLAB
REINFORCEMENT AND FOR SIDEWALL REINFORCEMENT
SIZE, SPACING, AND ARRANGEMENT.
7. REFER TO S-706 FOR DRAINAGE ISOMETRIC DIAGRAM
8. FINAL PIPING CONFIGURATION AND TERMINATION POINTS
PER SITE-ADAPT ENGINEER.
SHEET NOTES
ORIGINAL STANDARD DRAWING IS NAVFAC DRAWING NUMBER 12877617 SHT 8 OF 51
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
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
CL
W
S M
AG
AZ
IN
E
SMS/CWJ
JWJ
HPN
1667770
SCALE:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
EPROJECT NO.:
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLOD FEAD
DIRECTOR NEW LONDON, GROTEN, CT
05/27/2025
THESE DRAWINGS HAVE BEEN ADAPTED FROM APPROVED NAVFAC
MUNITIONS STORAGE CONSTRUCTION DOCUMENTS, NAVFAC DRAWING
NUMBERS 12877610 TO 12877660, APPROVED BY DDESB ON 20 MARCH 2023.
JACOBS DOR RESPONSIBILITY AND SEAL APPLICABILITY IS LIMITED TO THE SITE
ADAPTATIONS AND MODIFICATIONS MADE TO THIS DRAWING.
NOTE: MECHANICAL ROOM INSULATION NOT SHOWN FOR CLARITY1
R
EV
IS
IO
N S
FO
R
A M
EN
D
M
EN
T
4/
/2
SCALE: 3/16" = 1'-0'
SECTIONC1
SCALE: 3/16" = 1'-0'
SECTIONA1
EARTH COVER
MATERIAL, (TYP)
WATER PROOFING
MEMBRANE WITH
PROTECTION BOARD,
SEE SPECS
GEOTEXTILE ROOT
BARRIER, SEE SPECS
2' -0
M
IN
F
IL
L
WATER PROOFING MEMBRANE WITH
PROTECTION BOARD, SEE SPECS
GEOTEXTILE ROOT
BARRIER, SEE SPECS
COMPACTED BASE COURSE15MIL VAPOR BARRIER
SLAB-ON-GRADE,
REF PLAN FOR REINF
WATER PROOFING MEMBRANE
WITH PROTECTION BOARD,
SEE SPECS
GEOTEXTILE ROOT
BARRIER, SEE SPECS
SLAB-ON-GRADE,
REF PLAN FOR REINF
15MIL VAPOR BARRIER
COMPACTED BASE COURSE
EARTH COVER
MATERIAL, (TYP)
WATER PROOFING MEMBRANE WITH
PROTECTION BOARD, SEE SPECS
GEOTEXTILE ROOT
BARRIER, SEE SPECS
A4 S-501
A1 S-303S
PROPOSED DUCT ROUTING
PROPOSED DUCT ROUTING
SHOWN FOR CLARITY
8" DRAIN PIPE
A3 S-706
A3 S-303S
VA
R
IE
S
6" SAND MATERIAL
6" PERFORATED
FOOTING DRAIN PIPE,
(PERFORATION DOWN)
GRAVEL MATERIAL
WRAPPED IN FILTER FABRIC
BRIDGE CRANE
AND HOIST
CORBEL
A2 S-503
GRAVITY VENTILATOR (TYP.)
B3 S-706
20"
MAX
BRIDGE CRANE
CORBEL BEYOND, (TYP)
GRAVITY
VENTILATOR
BRIDGE CRANE
BEYOND NOT SHOWN.
SEE SECTION A1/ S-302
1' -0
M
IN
. 1' -0
M
IN
6" DRAIN PIPE
SLOPE 1/4"/ft
SLOPE 1/4"/ft
SLAB REINF LAYOUT AT MAGAZINE
ENTRANCE SIM TO DETIAL A4 ON
SHEET S-304S. REINF SIZE AND
SPACING TO MATCH MAGAZINE
SLAB REINF.
FOR GROUND IMPROVEMENT DETAILS
SEE SHEET B-101
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
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
CL
W
S M
AG
AZ
IN
E
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLOD FEAD
DIRECTOR NEW LONDON, GROTEN, CT
05/27/2025
S-301S
THESE DRAWINGS HAVE BEEN ADAPTED FROM APPROVED NAVFAC
MUNITIONS STORAGE CONSTRUCTION DOCUMENTS, NAVFAC DRAWING
NUMBERS 12877610 TO 12877660, APPROVED BY DDESB ON 20 MARCH 2023.
JACOBS DOR RESPONSIBILITY AND SEAL APPLICABILITY IS LIMITED TO THE SITE
ADAPTATIONS AND MODIFICATIONS MADE TO THIS DRAWING.
ORIGINAL STANDARD DRAWING IS NAVFAC DRAWING NUMBER 12877624 SHT 15 OF 51
NOTE: MECHANICAL ROOM INSULATION NOT SHOWN FOR CLARITY1
LAP
#7@8
#6@8
#4@8 TIES
(8) - #8 CONT REINF
EQ SPA IN TIE
#6@8
#6@6
STD 90° HK
SEE RETAINING
WALL DTLS FOR
SLAB REINF
STD 90° HOOK
4"
TY
P)
LA
P
2' -6
PIPE SLEEVE
PIPE SLEEVE
7' -0
#4@8 CLOSED TIE
90 DEG HOOK
LA
P
#9@8
#9@8
SEE PLAN FOR
ROOF FRAMING
LA
P
LAP
(8) - #9 CONT, EQ
SPA IN TIE
#4@8 EA WAY SHEAR
STIRRUP W/ 135°
HOOKS EA END
#3@8 SHEAR STIRRUPS AT BOT
13 LAYERS OF WALL REINF,
STAGGER HOOKS
M
ID
W
AL
L H
EI
G
H T
CL LAP
#7@8 DIAG REINF
90 DEG STD HOOKS
SCH 40 PVC
DRAIN PIPE
TRENCH DRAIN,
SEE PLAN
LAP
#6@8
SLAB REINF,
SEE PLAN
90° STD HK
#9@8
#6@8
2'-0"
3'-2"
3' -2
SHEET NOTE:
1. ALL REINFORCING STEEL MUST BE
CONTINUOUSLY BONDED AND
GROUNDED PER S-002 AND A1/ E-504.
4'- 6"
#9@8 SLAB REINF
SEE PLAN SEE PLAN
STD 90 DEG HK
(8) - #8 CONT REINF @ EQ
SPA. REPLACE WALL REINF
WITH CHORD REINF AT
INTERSECTION OF
RETAINING WALL AND
MECHANICAL ROOM ROOF
SEE A4/S-304S FOR REINF
FINISH GRADE
PER CIVIL
DOWELS TO MATCH SIZE
AND SPACING MECHANICAL
ROOM ROOF REINF
LAP
SEE A2 ON THIS SHEET FOR
MECHANICAL ROOM ROOF,
WALL AND CHORD REINF
24" PIPE
24" PIPE
8" PERFORATED
FOOTING DRAIN PIPE
REF: B3/S-706
(TYP.)
6" PERFORATED
FOOTING DRAIN
PIPE
6" PERFORATED
FOOTING DRAIN
PIPE
SEE RETAINING
WALL DTLS FOR
SLAB REINF
'-0
" C
LE
AR
MATCH RETAINING
WALL FOUNDATION
THICKNESS, REINF
SIZE AND SPACING
A1
SECTIONA2
SCALE: 1/2" = 1'-0'
SECTIONC2
SCAL1/2" = 1'-0'
SECTIONA2
4"
R-10 MINIMUM FOIL FACED MINERAL
WOOL MECHANICALLY FASTENED,
TYP, 4 WALLS AND ROOF
(5) - #4 CONT REINF EQ SPA
W/ STD HKS AT EA END
1' -2
1'
-2
SEE BRIDGE CRANE
PLAN VIEW
#4@8" TIES W/ STD
HKS AT EA END
#6@4" TIESEM
BE
D
6"
RAIL BEARING PL 1/2"x12" CONT W/ (2) - 1/2"Øx6"
LONG HSA @ 1'-0"OC
2" CLR
TYP
2"
(TYP)
ASCE 60# RAIL
DRILL AND TAP HOLES IN
THE MOUNTING PLATE FOR
BOLTED RAIL CLIP (TYP)
NOTE:
1. THE BRIDGE CRANE CORBEL MUST BE
PLACED MONOLITHICALLY WITH THE
CONCRETE SIDEWALLS.
2. EMBED PLATES FOR ELECTRIFICATION ARE
DESIGNED TO SUPPORT 200 POUNDS AT A
MAXIMUM DISTANCE OF 1'-6" FROM THE FACE
OF THE CORBEL.
RAIL BEARING PL MUST BE
CONSIDERED THE RUNWAY
SURFACE FOR THE BRIDGE
CRANE AND MUST BE
CONSTRUCTED TO RUNWAY
TOLERANCES IN ACCORDANCE
WITH CMAA SPECIFICATION #70
" C
LR
SCALE: 3/4" = 1'-0"C4
BRIDGE CRANE
CONTINUOUS CORBEL DETAIL
3" M
IN
BRACKET FOR ELECTRIFICATION
AND CONNECTION OF BRACKET TO
THE EMBED PL, BY CRANE SUPPLIER
EMBED PL 1/2"x6"x0'-6" W / (4) - 1/2" DIA x 6"
LONG HSA ON 4" SQUARE PATTERN,
CENTERED ON THE PLATE. COORDINATE
SPACING AND LOCATION WITH CRANE
SUPPLIER
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
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
CL
W
S M
AG
AZ
IN
E
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLOD FEAD
DIRECTOR NEW LONDON, GROTEN, CT
05/27/2025
S-303S
THESE DRAWINGS HAVE BEEN ADAPTED FROM APPROVED NAVFAC
MUNITIONS STORAGE CONSTRUCTION DOCUMENTS, NAVFAC
DRAWING NUMBERS 12877610 TO 12877660, APPROVED BY DDESB ON
20 MARCH 2023. JACOBS DOR RESPONSIBILITY AND SEAL APPLICABILITY
IS LIMITED TO THE SITE ADAPTATIONS AND MODIFICATIONS MADE TO
THIS DRAWING.
ORIGINAL STANDARD DRAWING IS NAVFAC DRAWING NUMBER 12877626 SHT 17 OF 51
NOTE: MECHANICAL ROOM INSULATION NOT SHOWN FOR CLARITY1
R
EV
IS
IO
N S
FO
R
A M
EN
D
M
EN
T
4/
/2
3/8" GUSSET PL
5/8"Ø A325
BOLT, (TYP)
FACE OF
HEADER BM
3/16
SYMM
ABOUT CL
C3x
6"
C3
GUSSET PL
SCALE: 3/4" = 1'-0"
DETAILA3SCALE: 3/4" = 1'-0"
DETAILA1
GUSSETT PL5x5x3/8" L3x3x1/4
L4 L4
CONC
WALL
3/16
SECTION A
WP
3/16
WP
3" 3"
3" 1 1/2"
1 1/2"
2' -3
W8
AA
1"
14'-0"
(TYP)
L4x4x5/16
(SUPPORT FRAME)
ADDITIONAL L4x4x5/16
(SUPPORT FRAME)
16'-11"
VARIES
(TYP)
GABLE
FLASHING
SCALE: 1/2" = 1'-0"
GABLE SECTIOND5
SCALE: 1/2" = 1'-0"
SECTIONA2
L3x3x1/4
BRACE
SEE A4/ S-501
FOR FRAMING
4'-0"
D2 S-501
L4x4x3/16
L4x4x5/16
SCALE: 1 1/2" = 1'-0"
ENLARGE DETAILB1
HSS 4x4x3/8
HSS 6x6x3/8
WT 6x13
DOOR ROLLER GUIDE
L3
3/16 TYP
1/4
TYP
3"
MIN
3/16TYP
NOTES:
DOOR ROLLER GUIDE MUST HAVE A 9 KIP MINIMUM
LATERAL LOAD CAPACITY. WELD DOOR ROLLER
GUIDE PER MANUFACTURER'S RECOMMENDATIONS.
8 1/2"
1" M
IN
3/16
WP
3/8" THK PL
19'-10"
(TYP)
C4x7.25
SHIM, (WELD TO
CHANNEL)
L4x4x5/16
3/16
MTL SIDING
C4x7.25
EAVE FLASHING
1/8 2@12TYP
NEOPRENE
CLOSURE
1"
SCALE: 1 1/2" = 1'-0"
DETAILD1
17'-7"
6 1/2" x 6" x 1/4" PL
(4) - 3/4" A325N BOLTS
WP
3"
1 1/2"
(TYP)
3"
MIN
1/2"
SCALE: 1 1/2" = 1'-0"
DETAILB2
NEOPRENE
CLOSURE
TYP
MTL FLASHING
MTL ROOFING
CAULK
FLASHING
C4x7.25
(2) - 1/2" DIA x 6" HAS
@ 10" OC, (TYP)
PL 1/2" x 1'-2" x 0'-4", TYP
3/16TYP
L4x4x5/16
PL5x9x3/8
3/16TYP
3"
MIN
WP
2"
2"
1/8
6"8"
7 5/8"
7/
8"
SCALE: 1 1/2" = 1'-0"
DETAILB3
W8
HSS 4x4x3/8
1/4
1/2" THK
STIFFENER
PL EA SIDE
W8x15
CL STIFFENER
AND HSS
8 1/2"
10"
1' -0
2" 3" 3" 2"
2" 4"
4" 2"
PL1/2"x10"x1'-0"
TYP
1/4
(4) - 5/8" DIA x 6" HAS
SCALE: 1 1/2" = 1'-0"
DETAILD3
S-501 D4
SCALE: 1 1/2" = 1'-0"
SECTIOND4
1/
2" 3"
EQ
EQ
1 1/2"
3" 1 1/2"
1"
TY
P
TYP
3/16
3/16
L4
3/16TYP
3" 2"
3" 2" 6"
3"
MIN
C4
(2) - 1/2" DIA x 6" HAS @
6" OC, (TYP AT END
FRAME CONNECTIONS)
PL1/2" x 10" x 6"
3/16TYP
3/16 6
SCALE: 1 1/2" = 1'-0"
DETAILD2
L4
1/8
L3
1/4
1/4
WT4
L3
L3
3/16
SEE A5 ON
SHEET S-205
FOR ADD'L INFO
19'-10"
(TYP)
B1 S-501
NOTES:
1. ALL ANGLES TO BE L4x4x5/16, UNLESS NOTED OTHERWISE.
2. ALL PURLINS AND GIRTS TO BE C4x7.25.
W8x15
L3x3x1/4
L4x4x5/16
L3x3x1/4
4'-0"
#14 TEK
SCREWS, (TYP)
1/8TYP
1/8
STEEL ROOF DECK
AND SIDING, SEE
GENERAL NOTESCANOPY
FRAMING, (TYP)
2'-0"
1' -8
1'
-4
3' -0
ROLLING DOOR GUIDES
ATTACHED TO TOP
FRAME OF BLAST DOOR
2'-1 3/4"
B3 S-501
D3 S-501
B2 S-501
D1 S-501
WT4x14
SCALE: 1" = 1'-0"
SECTIONA4
SEE NOTE 2
17'-7"
14'-0"
(TYP)
S-501ORIGINAL STANDARD DRAWING IS NAVFAC DRAWING NUMBER 12877631 SHT 22 OF 51
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
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
CL
W
S M
AG
AZ
IN
E
SMS/CWJ
JWJ
HPN
1667770
SCALE:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
EPROJECT NO.:
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLOD FEAD
DIRECTOR NEW LONDON, GROTEN, CT
05/27/2025
THESE DRAWINGS ARE AN EXACT REPLICA OF THE STANDARD MAGAZINE TYPE
"CLWS" PROVIDED BY NAVFAC. THE DESIGN WILL BE SITE ADAPTED AND MODIFIED
TO MEET THE SPECIFIC GEOTECHNICAL AND LOADING CONDITIONS SPECIFIC TO
NAVAL SUBMARINE BASE NEW LONDON, GROTON, CONNECTICUT.
C1 S-520S
SCALE: 1/8" = 1'-0"
ROOF SECTIONC1
SCALE: 1/8" = 1'-0"
ROOF SECTIONB1
SCALE: 1/8" = 1'-0"
ROOF SECTIONA1
C1 S-520S
45 MIL REINFORCED EPDM
C1 S-520S
1 2
C1 S-520S
45 MIL REINFORCED EPDM
45 MIL REINFORCED EPDM
EP
D
M C
O
VE
R S
EC
TI
O N
S
- S
IT
E
AD
AP
TE
D
NONE
S-521S
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
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
CL
W
S M
AG
AZ
IN
E
SMS/CWJ
JWJ
HPN
1667770
SCALE:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
EPROJECT NO.:
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
APPROVED BY LCDR ELIZABETH
OLOKODE NAVFAC NLOD FEAD
DIRECTOR NEW LONDON, GROTEN, CT
05/27/2025
NOTE: MECHANICAL ROOM INSULATION NOT SHOWN FOR CLARITY1
NOTE: MECHANICAL ROOM INSULATION NOT SHOWN FOR CLARITY1
NOTE: MECHANICAL ROOM INSULATION NOT SHOWN FOR CLARITY1
| S-101S |
| S-104S |
| S-301S |
| S-303S |
| S-501 |
| S-521S |
| 2026-05-05T16:37:07-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-05-05T16:34:21-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-05-05T16:34:25-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-05-05T16:34:27-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-05-05T16:34:29-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-05-05T16:34:31-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
2026-05-05T16:38:37-0400
2026-05-05T16:38:38-0400
2026-05-05T16:38:38-0400
2026-05-05T16:38:39-0400
2026-05-05T16:38:39-0400
2026-05-05T16:38:39-0400
File details come from the government source that posted it. Updated .