1364315_dwg_14of18_PH2_V3_Architectural.pdf
PDF 4 MB Posted
- Attached to
- P-678 Dry Dock 8 Saltwater System for CVN-78, Norfolk Naval Shipyard, Portsmouth, Virginia
- Solicitation number
- N40085-22-R-2598_Drawings
About this file
This package includes construction drawings and specifications for a federal construction project to build saltwater pump stations at the Norfolk Naval Shipyard in Portsmouth, Virginia. The project involves constructing two new pump stations, numbered 6 and 8, to provide saltwater systems for Dry Dock 8 and the aircraft carrier CVN-78. The construction drawings provide floor plans, elevations, sections and details for the new pump stations, depicting structural, architectural, mechanical and electrical aspects. The specifications are likely to include requirements for materials, workmanship, testing and commissioning. The solicitation number for this project is N40085-22-R-2598. Interested contractors should review the drawings under notice ID N40085-22-R-2598_Drawings and the specifications under notice ID N40085-22-R-2598_Specifications to develop bids for construction of the new pump stations, with bids due on an unspecified future date. The construction project is for the Department of the Navy at the Norfolk Naval Shipyard.
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UP
UP
UP
UP
B5 2-A-350
A B
B2 2-A-250
B1 2-A-250
C1 2-A-250
C3 2-A-350
W1
W1
206A
206B
0" 1'
- 6
1'
- 6
0"
25' - 0"1' - 6" 1' - 6"
28' - 0"
PS6 ELECT EQUIP.
6"
6"
SHEET NOTES:
1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND
ABBREVIATIONS REFER TO SHEET 1-A-001.
2. REFERENCE STRUCTURAL DRAWINGS FOR ROUGH OPENING
DIMENSIONS IN CAST-IN-PLACE CONCRETE WALLS.
3. ALL DIMENSIONS ARE FROM: COLUMN GRID LINE AND FACE OF
CONCRETE WALL, UNLESS NOTED OTHERWISE.
B5 2-A-350
A B
B2 2-A-250
B1 2-A-250
C1 2-A-250
C3 2-A-350
106A
PS6 PUMP CTRL
106B
8'
- 4
1/ 2"
VE
R I
FY
W
IT
H
PU
M P
0"
VE
R I
FY
W
IT
H
PU
M P
0"
0"
25' - 0"
252525
A1 2-A-350
EQ
EQ
CE
NT
ER
LIN
E
CE
NT
ER
LIN
E
EQ
EQ
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
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1364315
N40085-22-R-2598
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CGM
DSN
PLAN
NORTH
1/8" = 1'-0"B3 PUMP STATION 6 - FLOOR PLAN - SECOND LEVEL
SHEET KEYNOTES
4 METAL STAIR, PLATFORM, AND RAILING; RE: STRUCT
9 DOWNSPOUT, DRAIN TO BOOTS, BELOW GRADE
20 EXTERIOR STL LADDER TO ROOF PLATFORM; RE: STRUCT, PROVIDE LOCKABLE
LADDER GUARD AT BOTTOM RUNGS
23 STEP-OVER ABOVE SHIP STAIR & PLATFORM, COORDINATE WITH PIPE SIZING
AND EQUIPMENT BELOW TO ENSURE CLEARANCE REQUIREMENTS
25 STEEL REMOVABLE WATERTIGHT HATCH, RE: STRUCTURAL. ALIGN WITH
CENTERLINE OF PUMP
4' 8' 16'0' 4' 8' 16'0'
PLAN
NORTH
PLAN
NORTH
KEY PLAN
PS-6
1/8" = 1'-0"B1 PUMP STATION 6 - FLOOR PLAN - FIRST LEVEL
SY
M
DE
S C
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IS
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F
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B
ID
B5 2-A-350
A B
SLOPE
1:12
B2 2-A-250
C2 2-A-250
B1 2-A-250
C1 2-A-250C3
2-A-350
0"
0"
VE
R I
FY
W
IT
H
EQ
U I
P.
0"
VE
R I
FY
W
IT
H
EQ
U I
P.
8"
VE
R I
FY
W
IT
H
EQ
U I
P.
0"
1'
- 2
0"
25' - 0"
12' - 9 3/4"
SLOPE
1:12
EQ EQ
1'
- 2
SLOPE
DOWNSPOUT
FLASHING / SCUPPER
SYSTEM
CONC WALL
ROOF LEVEL
4 1 /4"
MEMBRANE FLASHING
SYSTEM
BASE FLASHING PLY
BUILT-UP ROOFING
SYSTEM
RIGID INSULATION,
STAGGER ALL
JOINTS, FASTEN PER
SPECIFICATION
METAL ROOF
DECK, RE:
STRUC.
4" MIN.
12" MIN.
SEALANT AT FULL
PERIMETER
1/2" PROTECTION
BOARD
PIPE THROUGH
ROOF
1' - 6"
1' - 2"
2"
CONDUCTOR
HEAD
OVERFLOW
OPENING
1 1 /2"
SCUPPER
OPENING
4 1/2"
4 1 /4"
2' - 0"
OVERFLOW
SCUPPER
OPENING
2" 4 1
/4"
4 1/2"
CLEAR OPENING
12' - 0"
ALIGN RIGID INSULATION
SURFACES TO
ACCOMMODATE
CONTINUOUS BUILT-UP
MEMBRANE ROOFING
METAL DECK RE:
STRUCTURAL
DRAWINGS
RIGID INSULATION
TO ACHIEVE R30
REMOVABLE CHECKERED PLATE.
PAINT UNDERSIDE WITH SAFETY
YELLOW. RE: STRUCT
BUILT-UP MEMBRANE
ROOFING
REMOVABLE FRAMING,
PAINT WITH SAFETY
YELLOW. RE: STRUCT
RIGID INSULATION TO
ACHIEVE R30 MIN.,
ADHERED ON
CHECKERED PLATE
REMOVABLE FRAMING,
PAINT WITH SAFETY
YELLOW. RE: STRUCT
COUNTERFLASHING
BOOT W/ SS DRAW
BANDS
RE: STRUCT.
CABLE
ROOF STEEL
FRAMING
METAL
ROOF DECK
SEALANT AT FULL
PERIMETER
MEMBRANE
FLASHING SYSTEMRIGID
INSULATION
BUILT-UP ROOFING
SYSTEM
SLOPE
CONDUCTOR HEAD &
DOWNSPOUT BEYOND
FLASHING & OVERFLOW
SCUPPER SYSTEM
CONC WALL
ROOF LEVEL
4 1 /4"
2"
PROFILE OF MAIN
SCUPPER SYSTEM
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
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DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
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IN
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12857917
BSG BSG
02/02/2022
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
JTL/TLH
1364315
N40085-22-R-2598
PO
RT
SM
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GI
NI
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NO
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NA
VA
L S
HI
PY
AR
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CGM
DSN
1/8" = 1'-0"B3 PUMP STATION 6 - ROOF PLAN
SHEET KEYNOTES
3 PROVIDE FALL RESTRAINT LANYARD CABLE & SAFETY LINE SYSTEM ATTACHED
TO CABLE ANCHORS, TYP.
5 CABLE ANCHORS FOR FALL RESTRAINT SYSTEM SPACED @ 25'-0" MIN. RE:
A3/2-A-153
8 MAIN & OVERFLOW METAL SCUPPER SYSTEM. RE: D1, D2 & C1/2-A-153
10 AREA OF BUILT-UP ROOF SYSTEM ON REMOVABLE CHECKERED PLATE,
PROVIDE PERMANENT 2" WIDE STRIP OR PAINT LINE MARKINGS TO ALIGN WITH
PERIMETER OF CHECKERED PLATE BELOW TO INDICATE AREA OF FUTURE
LIFTING/LOWERING OF ELECTRICAL EQUIPMENT, RE: STRUCT
11 BUILT-UP ROOF SYSTEM
20 EXTERIOR STL LADDER TO ROOF PLATFORM; RE: STRUCT, PROVIDE LOCKABLE
LADDER GUARD AT BOTTOM RUNGS
35 PROVIDE PERMANENT PAINTED 4" HIGH COLOR YELLOW MARKINGS ON ROOF
WITH MESSAGE "ROOF AREA FOR REMOVAL TO ALLOW THE LIFTING AND
LOWERING OF ELECTRICAL EQUIPMENT BELOW, TYP.
4' 8' 16'0'
PLAN
NORTH
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
TYP. DRAIN AREA BUILT-UP ROOF SYSTEM 1 / 12 1642 4 PER ROOF DRAIN
AREA
411 2 1.4"X1.4" (4"X4" PROVIDED) 3.5
*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. DOWNSPOUNT SIZING:
A= 411 SF (1642SF/4);
I= 3.5 RAINFALL INTENSITY
AREA PER DOWNSPOUT AREA = 340 SQ FT PER SQ IN (SMACNA TABLE 1-2 USING I=3.5)
PLAN
NORTH
KEY PLAN
PS-6
1" = 1'-0"D1 DETAIL - SCUPPER SECTION, TYP.
3" = 1'-0"A4 PENETRATION DETAIL
1" = 1'-0"C1 DETAIL - SCUPPER ELEV. TYP.
1' 2'0' 6"
1' 2'0' 6"
0' 6"3" 9"
0' 1' 2' 3'3/4" = 1'-0"B1 DETAIL - ROOF ON REMOVABLE CHECKERED PLATE
1" = 1'-0"A3 CABLE ANCHOR DETAIL
1' 2'0' 6"
LO
CA
TI
ON
B
EL
OW
LO
CA
TI
ON
B
EL
OW
LO
CA
TI
ON
B
EL
OW
SY
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F
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ON
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1" = 1'-0"D2 DETAIL - OVERFLOW SCUPPER SECTION, TYP.
1' 2'0' 6"
/28
/20
IS
SU
ED
F
OR
C1 2-A-260
C2 2-A-260
B1 2-A-260
B2 2-A-260
B
PS8 ELECT EQUIP.
14' - 6"
14' - 6"
C3 2-A-350
A3 2-A-350
SIM
A
208A 208B
W1 W1
C1 2-A-260
C2 2-A-260
B1 2-A-260
B2 2-A-260
B
SL
OP
E 1:1
28' - 0" 32' - 0"
VERIFY WITH EQUIP.
17' - 0"+/-
VERIFY WITH EQUIP.
22' - 8"+/-
VERIFY WITH EQUIP.
18' - 0"+/-
1' - 2" 57' - 8"
C3 2-A-350
A3 2-A-350
SIM
A
1' - 2"
SL
OP
E 1:1
9 3 /4"
LOCATION BELOW LOCATION BELOW LOCATION BELOW
8 888
C2 2-A-260
B1 2-A-260
B
C3 2-A-350
A3 2-A-350
A
8'
- 5
SIM
PS8 PUMP CTRL
108A 108B
8' - 4 1/2"
VERIFY WITH PUMP
16' - 0"+/-
VERIFY WITH PUMP
16' - 0"+/- 1' - 6" 60' - 0" 1' - 6"
63' - 0"
0" 1'
- 6
1'
- 6
4 44
EQ EQ EQ EQ
CENTERLINE CENTERLINE
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
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TM
EN
T
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DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
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12857918
BSG BSG
02/02/2022
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
JTL/TLH
1364315
N40085-22-R-2598
PO
RT
SM
OU
TH
, V
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GI
NI
A
NO
RF
OL
K
NA
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PY
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CGM
DSN
1/8" = 1'-0"C3 PUMP STATION 8 - FLOOR PLAN - SECOND LEVEL
PLAN
NORTH
PLAN
NORTH
SHEET KEYNOTES
4 METAL STAIR, PLATFORM, AND RAILING; RE: STRUCT
5 CABLE ANCHORS FOR FALL RESTRAINT SYSTEM SPACED @ 25'-0" MIN. RE:
A3/2-A-153
8 MAIN & OVERFLOW METAL SCUPPER SYSTEM. RE: D1, D2 & C1/2-A-153
9 DOWNSPOUT, DRAIN TO BOOTS, BELOW GRADE
10 AREA OF BUILT-UP ROOF SYSTEM ON REMOVABLE CHECKERED PLATE,
PROVIDE PERMANENT 2" WIDE STRIP OR PAINT LINE MARKINGS TO ALIGN WITH
PERIMETER OF CHECKERED PLATE BELOW TO INDICATE AREA OF FUTURE
LIFTING/LOWERING OF ELECTRICAL EQUIPMENT, RE: STRUCT
11 BUILT-UP ROOF SYSTEM
20 EXTERIOR STL LADDER TO ROOF PLATFORM; RE: STRUCT, PROVIDE LOCKABLE
LADDER GUARD AT BOTTOM RUNGS
23 STEP-OVER ABOVE SHIP STAIR & PLATFORM, COORDINATE WITH PIPE SIZING
AND EQUIPMENT BELOW TO ENSURE CLEARANCE REQUIREMENTS
25 STEEL REMOVABLE WATERTIGHT HATCH, RE: STRUCTURAL. ALIGN WITH
CENTERLINE OF PUMP
4' 8' 16'0'
4' 8' 16'0'
1/8" = 1'-0"C1 PUMP STATION 8 - ROOF PLAN
PLAN
NORTH
4' 8' 16'0'
PLAN
NORTH
KEY PLAN
PS-8
1/8" = 1'-0"B3 PUMP STATION 8 - FLOOR PLAN - FIRST LEVEL
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
PR
IS
SU
ED
F
OR
C
ON
ST
RU
C T
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N 0 1
2/1 8/2
/28
/20
IS
SU
ED
F
OR
EXTERIOR MATERIAL SCHEDULE
DESCRIPTION
PREFIN. METAL DOWNSPOUT;
SCUPPERS, COPING, GUARDRAILS,
HANDRAILS, STRINGERS, TREADS &
EXPOSED STRUCT. STAIR COMPONENTS
CONCRETE FINISH, SMOOTH
TROWEL, ELASTOMERIC COATING
MODEL/COLOR
DARK BRONZE
COLOR PAINTED TO MATCH
FEDERAL STANDARD 27780
STEEL WATERTIGHT HATCH, DOOR,
DOOR FRAME & WINDOW FRAME
COLOR PAINTED TO MATCH
FEDERAL STANDARD 27780
ROOF TOS
136' - 0"
GRADING LEVEL
103' - 0"
SECOND LEVEL
121' - 0"
FIRST LEVEL
103' - 6"
ENTRY LEVEL
109' - 0"
252525
W1 W1
4 4
ROOF TOS
136' - 0"
GRADING LEVEL
103' - 0"
SECOND LEVEL
121' - 0"
1 2
FIRST LEVEL
103' - 6"
ENTRY LEVEL
109' - 0"
28 44
TYP.
TYP.
ROOF TOS
136' - 0"
GRADING LEVEL
103' - 0"
SECOND LEVEL
121' - 0"
A B
FIRST LEVEL
103' - 6"
ENTRY LEVEL
109' - 0"
S1
ROOF TOS
136' - 0"
GRADING LEVEL
103' - 0"
SECOND LEVEL
121' - 0"
AB
FIRST LEVEL
103' - 6"
ENTRY LEVEL
109' - 0"
S1
GENERAL NOTES - SIGNAGE
1. PROVIDE CONCEALED HARDWARE/MOUNTING ATTACHMENT.
2. BUILDING NUMBERING TO BE CONFIRMED BY GOVERNMENT END USER
PRIOR TO SIGNAGE SHOP DRAWINGS. MESSAGE TEXTS AS SHOWN ON THE
SIGN ARE PLACE HOLDERS ONLY AND ARE NOT THE FINAL TEXT MESSAGES.
MESSAGE TEXTS MUST BE CONFIRMED BY THE GOVERNMENT END USER
PRIOR TO SIGNAGE SHOP DRAWINGS.
SIGNAGE LEGEND:
SIGNAGE LOCATION NUMBERXXX
S1 (EXTERIOR)
WHITE TEXT ON BLUE
BACKGROUND. TEXT
MUST BE CONFIRMED
BY GOVERNMENT END-
USER
3' - 0"
1'
- 0
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
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
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IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
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TE
M
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CO
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AN
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12857919
BSG BSG
02/02/2022
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
JTL/TLH
1364315
N40085-22-R-2598
PO
RT
SM
OU
TH
, V
IR
GI
NI
A
NO
RF
OL
K
NA
VA
L S
HI
PY
AR
D
EJA
CGM
DSN
SHEET KEYNOTES
4 METAL STAIR, PLATFORM, AND RAILING; RE: STRUCT
8 MAIN & OVERFLOW METAL SCUPPER SYSTEM. RE: D1, D2 & C1/2-A-153
9 DOWNSPOUT, DRAIN TO BOOTS, BELOW GRADE
12 SMOOTH TROWEL FINISH ON CONCRETE WITH EXTERIOR PAINT, REFER TO
EXTERIOR MATERIAL SCHEDULE
19 METAL COPING
20 EXTERIOR STL LADDER TO ROOF PLATFORM; RE: STRUCT, PROVIDE LOCKABLE
LADDER GUARD AT BOTTOM RUNGS
21 SAFETY SWING GATES, PAINT WITH SAFETY YELLOW
25 STEEL REMOVABLE WATERTIGHT HATCH, RE: STRUCTURAL. ALIGN WITH
CENTERLINE OF PUMP
28 CONSTRUCTION JOINT FOR CONC. WALL, RE: STRUCT. DWGS. LOCATE AT
CENTER OF BLDG. BETWEEN GRID 1 & 2. KEEP AWAY FROM OPENINGS & BEAM
BEARING POINTS @ 2'-0" MIN
4' 8' 16'0'4' 8' 16'0'
4' 8' 16'0' 4' 8' 16'0'1/8" = 1'-0"B2 PUMP STATION 6 - EAST ELEVATION
1/8" = 1'-0"C2 PUMP STATION 6 - WEST ELEVATION
1/8" = 1'-0"B1 PUMP STATION 6 - SOUTH ELEVATION
1/8" = 1'-0"C1 PUMP STATION 6 - NORTH ELEVATION
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
PR
IS
SU
ED
F
OR
C
ON
ST
RU
C T
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N
/18 /20
/28 /20
IS
SU
ED
F
OR
ROOF/T.O.S.
136' - 0"
GRADING LEVEL
103' - 0"
SECOND LEVEL
121' - 0"
1 2
ENTRY LEVEL
109' - 0"
PUMP STATION 8 -
FLOOR PLAN - FIRST
LEVEL
103' - 6"
ROOF/T.O.S.
136' - 0"
GRADING LEVEL
103' - 0"
SECOND LEVEL
121' - 0"
B
ENTRY LEVEL
109' - 0"
PUMP STATION 8 -
FLOOR PLAN - FIRST
LEVEL
103' - 6"
A
S2
ROOF/T.O.S.
136' - 0"
GRADING LEVEL
103' - 0"
SECOND LEVEL
121' - 0"
ENTRY LEVEL
109' - 0"
PUMP STATION 8 -
FLOOR PLAN - FIRST
LEVEL
103' - 6"
W1 W1
252525
ROOF/T.O.S.
136' - 0"
GRADING LEVEL
103' - 0"
SECOND LEVEL
121' - 0"
B
ENTRY LEVEL
109' - 0"
PUMP STATION 8 -
FLOOR PLAN - FIRST
LEVEL
103' - 6"
A
S2
EXTERIOR MATERIAL SCHEDULE
DESCRIPTION
PREFIN. METAL DOWNSPOUT;
SCUPPERS, COPING, GUARDRAILS,
HANDRAILS, STRINGERS, TREADS &
EXPOSED STRUCT. STAIR COMPONENTS
CONCRETE FINISH, SMOOTH
TROWEL, ELASTOMERIC COATING
MODEL/COLOR
DARK BRONZE
COLOR PAINTED TO MATCH
FEDERAL STANDARD 27780
STEEL WATERTIGHT HATCH, DOOR,
DOOR FRAME & WINDOW FRAME
COLOR PAINTED TO MATCH
FEDERAL STANDARD 27780
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
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
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
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
FI
LE
N
AM
E:
PL
OT
TE
D:
C
:\R ev it_ Pr oj ec ts \D
R
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P6
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-A -P
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.c om
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2/
/2
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A
M
2-A-260
P
D
R Y
D O
C K
S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
PU
M
P
ST
AT
IO
N
-B
UI
LD
IN
G E
LE
VA
TI
O
NS
LES
12857920
BSG BSG
02/02/2022
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
JTL/TLH
1364315
N40085-22-R-2598
PO
RT
SM
OU
TH
, V
IR
GI
NI
A
NO
RF
OL
K
NA
VA
L S
HI
PY
AR
D
EJA
CGM
DSN
1/8" = 1'-0"B2 PUMP STATION 8 - SOUTH ELEVATION
1/8" = 1'-0"B1 PUMP STATION 8 - EAST ELEVATION
1/8" = 1'-0"C2 PUMP STATION 8 - NORTH ELEVATION
1/8" = 1'-0"C1 PUMP STATION 8 - WEST ELEVATION
4' 8' 16'0'4' 8' 16'0'
4' 8' 16'0' 4' 8' 16'0'
SHEET KEYNOTES
4 METAL STAIR, PLATFORM, AND RAILING; RE: STRUCT
8 MAIN & OVERFLOW METAL SCUPPER SYSTEM. RE: D1, D2 & C1/2-A-153
9 DOWNSPOUT, DRAIN TO BOOTS, BELOW GRADE
12 SMOOTH TROWEL FINISH ON CONCRETE WITH EXTERIOR PAINT, REFER TO
EXTERIOR MATERIAL SCHEDULE
19 METAL COPING
20 EXTERIOR STL LADDER TO ROOF PLATFORM; RE: STRUCT, PROVIDE LOCKABLE
LADDER GUARD AT BOTTOM RUNGS
21 SAFETY SWING GATES, PAINT WITH SAFETY YELLOW
25 STEEL REMOVABLE WATERTIGHT HATCH, RE: STRUCTURAL. ALIGN WITH
CENTERLINE OF PUMP
28 CONSTRUCTION JOINT FOR CONC. WALL, RE: STRUCT. DWGS. LOCATE AT
CENTER OF BLDG. BETWEEN GRID 1 & 2. KEEP AWAY FROM OPENINGS & BEAM
BEARING POINTS @ 2'-0" MIN
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
PR
IS
SU
ED
F
OR
C
ON
ST
RU
C T
IO
N 0 1
2/1 8/2
/28
/20
IS
SU
ED
F
OR
ROOF TOS
136' - 0"
GRADING LEVEL
103' - 0"
SECOND LEVEL
121' - 0"
AB
2-A-350 B3
FIRST LEVEL
103' - 6"
ENTRY LEVEL
109' - 0"
2-A-350 D2
PS6 ELECT EQUIP.
PS6 PUMP CTRL
ROOF TOS
136' - 0"
GRADING LEVEL
103' - 0"
SECOND LEVEL
121' - 0"
A
FIRST LEVEL
103' - 6"
ENTRY LEVEL
109' - 0"
2-A-350 A2
EX
TE
NT
O
F
7'
- 6
W
AT
ER
PR
OO
FI
NG
AN
D
BA
CK
ER
B
D.
2-A-350 C2
2-A-350 B2
ROOF TOS
136' - 0"
GRADING LEVEL
103' - 0"
SECOND LEVEL
121' - 0"
1 2
FIRST LEVEL
103' - 6"
ENTRY LEVEL
109' - 0"
ROOF TOS
136' - 0"
B
B
FIRST LEVEL
103' - 6"
STEEL PLATE, RE: STRUCT
FOR PLATE CONSTRUCTION
AND ATTACHMENT TO WALL
RIGID INSULATION TO
ACHIEVE R16 MIN.
SHEET METAL
COVER
PROVIDE WATERTIGHT GASKET
COMPONENT SYSTEM AT
PERIMETER OF OPENING
PROVIDE Z-GIRT FRAMING
FASTENED TO STEEL PLATE
WITH WELDS OR NON-
PENETRATING FASTENERS
EX
TE
NT
O
F
7'
- 6
W
AT
ER
PR
OO
FI
NG
AN
D
BA
CK
ER
B
D.
A
FIRST LEVEL
103' - 6"
A
SECOND LEVEL
121' - 0"
A
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
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
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
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
FI
LE
N
AM
E:
PL
OT
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D:
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A
M
2-A-350
P
D
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D O
C K
S
A
LT
W A
TE
R
S Y
S
TE
M
FO
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V N
-7
PU
M
P
ST
AT
IO
N
-T
YP
. B
UI
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IN
G
W
AL
L
SE
CT
IO
NS
LES
12857921
BSG BSG
02/02/2022
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
JTL/TLH
1364315
N40085-22-R-2598
PO
RT
SM
OU
TH
, V
IR
GI
NI
A
NO
RF
OL
K
NA
VA
L S
HI
PY
AR
D
EJA
CGM
DSN
1/8" = 1'-0"B5 PUMP STATION TYP. BLDG SECTION
2' 4' 8'0'
SHEET KEYNOTES
8 MAIN & OVERFLOW METAL SCUPPER SYSTEM. RE: D1, D2 & C1/2-A-153
9 DOWNSPOUT, DRAIN TO BOOTS, BELOW GRADE
11 BUILT-UP ROOF SYSTEM
12 SMOOTH TROWEL FINISH ON CONCRETE WITH EXTERIOR PAINT, REFER TO
EXTERIOR MATERIAL SCHEDULE
18 RIGID INSULATION TO ACHIEVE R-30
19 METAL COPING
23 STEP-OVER ABOVE SHIP STAIR & PLATFORM, COORDINATE WITH PIPE SIZING
AND EQUIPMENT BELOW TO ENSURE CLEARANCE REQUIREMENTS
26 RIGID INSULATION TO ACHIEVE R-10
27 5/8" MOISTURE RESISTANT GYP. BOARD ON 2" Z-GIRT FRAMING
29 IMPACT & MOISTURE RESISTANT BOARD ON 2" Z-GIRT FRAMING
30 CEMENTITOUS BACKING BOARD
33 CONTINUOUS FLUID APPLIED WATERPROOFING SYSTEM WITH PROTECTION
BOARD AT PERIMETER OF INTERIOR SIDE OF WALL
34 CONTINUOUS WRAP WATERPROOFING ON TO SLAB AND WALL OPENING 6"
FROM WALL FINISH, APPLY TO PERIMETER OF INTERIOR SIDE
36 PROVIDE 3/8" GAP & SEALANT ONLY BETWEEN GWB AND BASE PLATE
CONDITIONS
37 COMPRESSIBLE FILLER
38 BASE, REFER TO FINISH SCHEDULE
39 COLUMN BASE PLATE, RE: STRUCT.
3/8" = 1'-0"B3 WALL SECTION - PUMP STN TYP.
0' 2' 4' 6'
1/8" = 1'-0" (2-A-151)C3 PUMP STATION TYP. LONGTITUDINAL BLDG. SECTION
2' 4' 8'0'
3/8" = 1'-0"D2 WALL SECTION-PUMP STN TYP.
0' 2' 4' 6'
3/4" = 1'-0"A1 SECTION - WATERTIGHT HATCH
0' 1' 2' 3' 1 1/2" = 1'-0"A2 DETAIL - WALL & FLOOR
1 1/2" = 1'-0"C2 DETAIL - WALL & ROOF
4"0' 8" 1'-4"
4"0' 8" 1'-4"
1 1/2" = 1'-0"B2 WALL SECTION - FLOOR
4"0' 8" 1'-4"
SY
M
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AP
PR
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SU
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F
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RU
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/18 /20
/28 /20
IS
SU
ED
F
OR
FINISH INDEX
MATERIALS DESCRIPTION
FLOORING
ACRYLIC/LATEX, EGGSHELL/SATIN FINISH, FIELD
PAINT
PA-1
CS-1 CONCRETE SEALED
MFR/PRODUCT COLOR/REMARKS
RE: STRUCT.
SHERWIN WILLIAMS SW7004 SNOWBOUND
EPOXYPE-1 SHERWIN WILLIAMS SW7004 SNOWBOUND
MOISTURE-RESISTANT GYPSUM WALL BOARD
WALL
MRG USG
RUBBERRB-1 TARKETT TRADITIONAL W/ TOE, PEPPERCORN
BASE
ACRYLIC/LATEX,SEMI GLOSS - DOOR FRAMESPA-2 SHERWIN WILLIAMS SW9163 TIN LIZZIE
IMRB -
WATERPROOFING SYSTEM WAINSCOTWS RE: SPECIFICATIONS -
IMPACT MOISTURE-RESISTANT BOARD RE: SPECIFICATIONS
F-IN FLUSH DOOR INSULATED
DOOR WIDTH
RE: SCHEDULE
WINDOW TYPES
W1
A4 2-A-601
B3 2-A-601
A3 2-A-601
4'
- 0
INSULATED
LAMINATED
SECURITY
GLAZING
2'
- 0
2' - 0"
HOLLOW METAL
FRAME
SEE DOOR
SCHEDULE
FINISH FLOOR -
SEE ROOM FINISH
SCHEDULE
METAL
THRESHOLD
SE
E
DO
OR
S
CH
ED
UL
E
DO
OR
H
EI
GH
T
GLASS PER
SCHDEDULE
GLAZING
STOP
SEALANT
HM FRAME
5/8" MOISTURE-
RESISTANT GWB
VOER 2" Z-FURRING
RIGID INSULATION
BATT
INSULATION
BACKER ROD
AND SEALANT
INTERIOR SIDE
BACKER ROD AND
SEALANT
HM FRAME
CONCRETE
WALL
WD SHIM
SEE PLAN
VARIES
DRIP INDUCER AT
EXTERIOR WALL
WD SHIM
5/8" MOISTURE-
RESISTANT GWB
OVER 2" Z-FURRING
RIGID
INSULATION
SEALANTBATT
INSULATION
INTERIOR SIDE
2"
3/
4"
BACKER ROD AND
SEALANT
HM FRAME
WD SHIM
GLAZING AS
SCHEDULED
CONCRETE
WALL
WD SHIM
SE
E
PL
AN
5/8" MOISTURE-RESISTANT
GWB OVER 2" Z-FURRING RIGID
INSULATION
SEALANT
BATT INSULATION
INTERIOR SIDE
STEEL FRAME
CONCRETE
WALL
WD SHIM
BACKER ROD &
SEALANT BOTH SIDES
SEE PLAN
DRIP INDUCER AT
EXTERIOR WALL
2"
1" CHAMFER
5/8" MOISTURE-
RESISTANT GWB
OVER Z-FURRING
RIGID INSULATION
BATT INSULATION
CONCRETE WALL
STEEL FRAME
JAMB ANCHOR
(3) PER JAMB
BACKER ROD &
SEALANT BOTH SIDES
WD SHIM
SE
E
PL
AN
VA
RI
ES
1" CHAMFER
5/8" MOISTURE-RESISTANT
GWB OVER 2" Z-FURRING
RIGID INSULATION
2"
BATT
INSULATION
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
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 25 AUGUST 2020
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
N
AV
AL
S
TA
TI
O N
N
O R
FO
LK
, V A
AS NOTED
FI
LE
N
AM
E:
PL
OT
TE
D:
C
:\R ev it_ Pr oj ec ts \D
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P6
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S6 _p gr eg or y@ bu rn sm cd
.c om
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2/
/2
:0 3:
A
M
2-A-601
P
D
R Y
D O
C K
S
A
LT
W A
TE
R
S Y
S
TE
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FO
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-7
DO
O
R
FI
NI
SH
S
CH
ED
UL
E
LES
12857922
BSG BSG
02/02/2022
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
JTL/TLH
1364315
N40085-22-R-2598
PO
RT
SM
OU
TH
, V
IR
GI
NI
A
NO
RF
OL
K
NA
VA
L S
HI
PY
AR
D
EJA
CGM
DSN
DOOR SCHEDULE
DOOR
NUMBER
DOOR FRAME
ASSEMBLY
RATING
DETAIL
HARDWARE
SET REMARKS
SIZE
TYPE MATERIAL FINISH MATERIAL FINISH HEAD JAMB SILLWIDTH HEIGHT
106A - 3' - 0" 7' - 0" F-IN HM PAINTED HM PAINTED - C4/2-A-601 B4/2-A-601 A5/2-A-601 HW-1 1 106B - 3' - 0" 7' - 0" F-IN HM PAINTED HM PAINTED - C4/2-A-601 B4/2-A-601 A5/2-A-601 HW-1 1 108A - 3' - 0" 7' - 0" F-IN HM PAINTED HM PAINTED - C4/2-A-601 B4/2-A-601 A5/2-A-601 HW-1 1 108B - 3' - 0" 7' - 0" F-IN HM PAINTED HM PAINTED - C4/2-A-601 B4/2-A-601 A5/2-A-601 HW-1 1 206A - 3' - 0" 7' - 0" F-IN HM PAINTED HM PAINTED - C4/2-A-601 B4/2-A-601 A5/2-A-601 HW-1 1 206B - 3' - 0" 7' - 0" F-IN HM PAINTED HM PAINTED - C4/2-A-601 B4/2-A-601 A5/2-A-601 HW-1 1 208A - 3' - 0" 7' - 0" F-IN HM PAINTED HM PAINTED - C4/2-A-601 B4/2-A-601 A5/2-A-601 HW-1 1 208B - 3' - 0" 7' - 0" F-IN HM PAINTED HM PAINTED - C4/2-A-601 B4/2-A-601 A5/2-A-601 HW-1 1
FINISH SCHEDULE
ROOM
FLOOR BASE WALL
CEILING
NO. NAME FINISH HEIGHT
106 PS6 PUMP CTRL CS-1 WS WS/IMRB/PE-1 PE-1 EXPOSED
108 PS8 PUMP CTRL CS-1 WS WS/IMRB/PE-1 PE-1 EXPOSED
206 PS6 ELECT EQUIP. CS-1 RB-1 MRG/PA-1 PE-1 EXPOSED
208 PS8 ELECT EQUIP. CS-1 RB-1 MRG/PA-1 PE-1 EXPOSED
3" = 1'-0"A5 SILL DETAIL
1 1/2" = 1'-0"A3 WINDOW SILL DETAIL
1 1/2" = 1'-0"B3 WINDOW HEAD DETAIL
1 1/2" = 1'-0"A4 WINDOW JAMB DETAIL
1 1/2" = 1'-0"C4 HEAD DETAIL - EXTERIOR
1 1/2" = 1'-0"B4 JAMB DETAIL - EXTERIOR
4"0' 8" 1'-4"
4"0' 8" 1'-4"
0' 6"3" 9"4"0' 8" 1'-4"4"0' 8" 1'-4"
4"0' 8" 1'-4"
REMARKS:
1. PROVIDE DOOR & FRAME PAINT FINISH "PA-2", SEE MATERIAL & FINISH INDEX SCHEDULE
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
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F
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/18 /20
/28 /20
IS
SU
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F
OR
| 2-A-151 - PUMP STATION 6 - FLOOR PLAN - FIRST LEVEL & SECOND LEVEL |
| 2-A-153 - PUMP STATION 6 - ROOF PLAN & DETAILS |
| 2-A-161 - PUMP STATION 8 - FLOOR PLAN - FIRST LEVEL, SECOND LEVEL & ROOF |
| 2-A-250 - PUMP STATION 6 - BUILDING ELEVATIONS |
| 2-A-260 - PUMP STATION 8 - BUILDING ELEVATIONS |
| 2-A-350 - PUMP STATION 6 & 8 - TYP. BUILDING & WALL SECTIONS |
| 2-A-601 - DOOR & FINISH SCHEDULE |
2022-02-25T08:05:48-0500
2022-02-25T08:05:57-0500
2022-02-25T08:05:57-0500
2022-02-25T08:05:58-0500
2022-02-25T08:05:59-0500
2022-02-25T08:06:00-0500
2022-02-25T08:06:00-0500
2022-02-25T08:06:14-0500
2022-02-25T08:06:25-0500
2022-02-25T08:06:25-0500
2022-02-25T08:06:25-0500
2022-02-25T08:06:26-0500
2022-02-25T08:06:26-0500
2022-02-25T08:06:27-0500
| 2022-03-16T13:19:59-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:20:58-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:20:58-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:21:11-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:21:22-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:21:23-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:21:36-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:21:53-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:22:09-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:22:10-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:22:11-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:22:11-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:22:12-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-16T13:22:13-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .