Amendment 0004 - FFG-62 Drawings Signed.pdf
PDF 896 KB Posted
- Attached to
- Design-Bid-Build, FFG-62 Land Based Engineering Site, Philadelphia Navy Yard Annex, Philadelphia, PA
- Solicitation number
- N4008524R2536
About this file
This document appears to be an amendment to drawings related to a federal contract opportunity for the Design-Bid-Build, FFG-62 Land Based Engineering Site at the Philadelphia Navy Yard Annex in Philadelphia, PA.
The overall contract opportunity is for a fixed-price construction contract to renovate and modernize Building 77H to provide a 40,000 SF Land Based Engineering Test Site (LBETS) to accommodate a comprehensive FFG-62 Constellation Class Machinery Plant Test and Evaluation Program. The work includes control rooms, test equipment pads, industrial staging areas, shop areas, storage, demolition, civil site work, structural modifications, new fire suppression, and life safety upgrades. The solicitation number is N4008524R2536 and the procuring agency is the Department of the Navy Naval Facilities Engineering Command. The document provides detailed drawings for the mezzanine plan, first floor grounding plan, and related drawing revisions and approvals.
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Text version
B
A
987654
B2 2A352
CONTROL ROOM
2A251 A1
2A253 A1
2A252 A3 2A254
A3
FISHBOWL
TELECOM
B3 2A351
4.1 5.2 7.7 8.4
A.9
A.5
A.1
90' - 9 3/4"
20' - 0" 20' - 0" 20' - 0" 20' - 0" 20' - 0"
12' - 3" 1' - 7" 24' - 0" 16' - 10" 31' - 6" 14' - 6" 11' - 7"
DN
DN
DN
ELEVATOR
CORRIDOR
3.4
1'
- 4
7/ 8"
9"
3"
1'
- 4
7/ 8"
9 3 /4"
JAN
DN
3 205
1'
- 0
10 7/8" 8' - 7"
FACE OF CMU
9' - 10" 11' - 2"
2A404 A1
2A401 B3
6.1
0A.2
0B.1
0A.2
0A.2
TYP @ COLUMN
WRAPS
0A.20A.2
0B.1
2A406 A1
2A553 C1
2A553 C2
2A553 C3
2A553 A1
2A553 A2
2A554 C1
2A554 C3
2A554 A1
2A554 A2
2A554 A3
2A555 C4
2A606A1
2040A.2
0A.2
5'
- 7
0B.1
0B.1
353020101 BLDG 77L
BLDG 77H
E
A
NCONTROL HOUSE
EXISTING CONSTRUCTION TO REMAIN PERFORATED PANELS
CONCRETE SLAB ON GRADE
EPOXY FLOORING ON 1/2" CEMENT
BOARD ON RAISED ACCESS FLOOR
STEEL GRATE
2' x 2' RAISED ACCESS FLOOR
NEW WALL CONSTRUCTION
FLOOR TILE EDGE GROMMET @
VERTICAL WALL MOUNTED CABLE TRAY
Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROT. ENG.
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DE
PA
RT
ME
NT
O
F
TH
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NA
VY
NA
VA
L F
AC
ILI
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NG
IN
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MS
C
OM
MA
ND
PH
ILA
DE
LP
HI
A, P
EN
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YL
VA
NI
A
PH
ILA
DE
LP
HI
A
NA
VY
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AR
D
AN
NE
X
AO
PS
N
OR
TH
NO
RF
OL
K
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
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A
N
AV
A L
FA
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IL
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EN
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IN
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YS
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C O
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AN
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-A
TL
AN
TI
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N40085-24-R-2536
1705955
FF
G-
LA
ND
B
AS
ED
E
NG
IN
EE
RI
NG
SI
TE
(L
BE
S) -R
EP
AI
R
PA
CK
AG
E
AS NOTED
DRAWFORM REVISION: 25 AUGUST 2020
EJA
SMS/PJB
HPN
4/2/24
APPROVED BY: LCDR JAMES
KWASNY, CEC, USN, PWD
PENNSYLVANIA PER EMAIL
C te m p Lo c a ls B
LD
G H A-b fl yn n
(L o c a l ) .r vt
BTF AJM FH
2A152
CO
NT
RO
L
HO
US
E -M
EZ
ZA
NI
NE
P
LA
N
12901126
CGM
SCALE: 3/16" = 1'-0"B2 CONTROL HOUSE - MEZZANINE PLAN
GENERAL SHEET NOTES
1. EXISTING STAIR TO ADJACENT LAB TO REMAIN.
2. PRE-FABRICATED ROOF ACCESS METAL LADDER.
3. COMPUTER ROOM AIR CONDITIONING UNIT - SEE MECHANICAL DRAWINGS
4. RIGID VINYL ACRYLIC WALL COVERING (4' HIGH) AT BACK AND SIDE WALL OF JANITOR'S
SINK. PROVIDE 2'-6" WIDE PANEL AT BACK WALL AND 4'-0" WIDE PANEL AT SIDE WALL
PLAN
NORTH
KEY PLAN
3/16" = 1'-0"
10'6'2' 4'
SCALE:
GRAPHIC SCALE
1. SEE STRUCTURAL DRAWINGS FOR CMU ELEVATOR SHAFT
INFORMATION.
2. COLUMN WRAPS AND CHASES ARE PARTITION TYPE 0A.1, TYPICAL.
3. SEE INTERIORS FOR CASEWORK DETAILING.
4. PROVIDE 25 ADDITIONAL FLOOR TILES PER FLOOR WITH 4" CUTOUTS
(CENTERED IN TILE) AND POLYVINYLCHLORIDE OR MOLDED
POLYPROPYLENE GROMMETS WITH BRUSH INSERT, STORE IN LOCATION
AS DIRECTED BY THE CONTRACTING OFFICER
SHEET KEYNOTES SHEET LEGEND
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
PP
I R
EV
IS
IO
NS
/10 /24
W
RA
1 2 3 4 5 6 7 8 9
D
E
B B B B B B B
A
B
A
B
B
A
B B
B
B B
BBBB B B
BB
B
B B
B AB
3(TYP.)
(TYP.)
MA
TC
HL
IN
E 2E
MATCHLINE 2E153
BB
PROVIDE EXOTHERMIC
WELDS WHERE GROUNDING
CONDUCTORS CROSS
(TYPICAL ENTIRE GRID)
MANHOLE
LOCATION
PATH OF
UNDERGROUND
DUCTBANK
B
8(TYP.)
9(TYP.)
ENVIRONMENTAL CHAMBER
(TYP.)
(TYP.)
10 (TYP.)
353020101 BLDG 77L
BLDG 77H
E
A
NWORK AREA
Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROT. ENG.
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
PH
ILA
DE
LP
HI
A
NA
VY
Y
AR
D
AN
NE
X
AO
PS
N
OR
TH
NO
RF
OL
K
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
N
AV
A L
FA
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IL
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S
EN
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IN
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R
IN
G S
YS
TE
M S
C O
M M
AN
D
M
ID
-A
TL
AN
TI
C
N40085-24-R-2536
1705955
FF
G-
LA
ND
B
AS
ED
E
NG
IN
EE
RI
NG
SI
TE
(L
BE
S) -R
EP
AI
R
PA
CK
AG
E
AS NOTED
DRAWFORM REVISION: 25 AUGUST 2020
EJA
SMS/PJB
HPN
4/2/24
APPROVED BY: LCDR JAMES
KWASNY, CEC, USN, PWD
PENNSYLVANIA PER EMAIL
C te m p Lo c a ls B
LD
G H E c w o lf e
(L o c a l) .r vt
CDW KKK IHK
2E151
FI
RS
T
FL
OO
R
PL
AN
PA
RT
A
GR
OU
ND
IN
G
12901430
JAS
GENERAL SHEET NOTES
1. REFER TO G-SERIES SHEETS FOR GENERAL PROJECT NOTES.
2. REFER TO 2E001 FOR ELECTRICAL LEGEND, SYMBOLS AND DEFINITIONS.
REFER TO 2E002 FOR GENERAL NOTES AND ABBREVIATIONS.
3. REFER TO 2E601 FOR GROUNDING RISER DIAGRAM AND GROUND GRID
DETAIL.
4. REFER TO SHEET 2E111 FOR DUCTBANK ROUTING IN THIS SECTION OF THE
BUILDING.
SHEET KEYNOTES
1. PROVIDE 4/0 AWG BARE COPPER GROUND GRID BELOW SLAB. PROVIDE
GROUND RODS EVERY 8'-0" AROUND THE GROUND GRID PERIMETER.
PROVIDE GROUND RODS EVERY 16'-0" WITHIN GROUND GRID.
COORDINATE GRID SPACING (+/- 1'-0") AND PATH WITH STRUCTURAL
PILES. REFER TO GROUND GRID DETAIL A1/2E601. REFER TO GROUND
ROD DETAILS ON 2E602.
2. PROVIDE TYPE 'A' GROUND ROD WITH TEST WELL. COORDINATE
LOCATION OF TEST WELL WITH STRUCTURAL PILE AND EQUIPMENT
PLATFORM FOOTING. PROVIDE TIER 22 RATED COVER. REFER TO DETAIL
C1/2E602.
3. TYPE 'B' GROUND ROD, REFER TO DETAIL C3/2E602.
4. PROVIDE (2) 4/0 AWG BARE COPPER GROUNDING ELECTRODE
CONDUCTOR FOR INTERCONNECTION OF GROUND GRIDS.
5. PROVIDE 4/0 AWG BARE COPPER GROUNDING ELECTRODE CONDUCTOR
AND EXOTHERMIC WELD TO EXISTING BUILDING STEEL.
6. PROVIDE 4/0 AWG BARE COPPER GROUNDING ELECTRODE CONDUCTOR
TO MANHOLE GROUND ROD.
7. PROVIDE 4/0 AWG BARE COPPER GROUNDING ELECTRODE CONDUCTOR
AND BOND TO EXISTING MAIN GROUND BUS BAR AT SOUTHWEST
SUBSTATION AREA.
8. PROVIDE GROUNDING PLATE EVERY 10'-0" AROUND GROUND GRID
PERIMETER OR AS INDICATED. REFER TO GROUNDING PLATE DETAIL
C4/2E602.
9. PROVIDE 4/0 AWG BARE COPPER GROUNDING ELECTRODE CONDUCTOR
AND BOND COLUMN TO EXISTING BUILDING STEEL COLUMN WITH
EXOTHERMIC WELD.
10. PROVIDE 'DLO' TYPE GROUNDING CABLE FROM BELOW SLAB
GROUNDING GRID TO ABOVE SLAB AT EACH COLUMN OF EQUIPMENT
PLATFORM. PROVIDE CABLE COILED ADJACENT TO COLUMN. LENGTH OF
CABLE MUST BE A MINIMUM OF HEIGHT OF EQUIPMENT PLATFORM PLUS
12'-0" TO ALLOW FOR EXTENSION OF CABLE TO EQUIPMENT ON
PLATFORM. COORDINATE CABLE RISER LOCATION WITH EQUIPMENT
PLATFORM FOOTINGS.
SCALE: 1/8" = 1'-0"A1 FIRST FLOOR PLAN - PART A - GROUNDING
REFER TO 2E153
FOR CONTINUATION
OF WHERE THEY
INTERSECT
REFER TO 2E153
FOR CONTINUATION
0 16'8'4'
1/8" = 1'-0"SCALE:
PLAN
NORTH
GRAPHIC SCALE
KEY PLAN
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
PP
I R
EV
IS
IO
NS
/10 /24
W
RA
1 2 3 4 5 6 7 8 9
A
B
B
B A
B
B
B
B B B B B
B
B
AB
B
B
2 (TYP.)
3 (TYP.)
XFMR-HC-3
T
MATCHLINE 2E153
MA
TC
HL
IN
E 2E
2E168 A1
2E169
A1 ELEC
DAS ROOM
EQUIPMENT
ROOM
CONFERENCE
ROOM
MACHINE ROOM
MECH
CORRIDOR
PROVIDE EXOTHERMIC
WELDS WHERE
GROUNDING
CONDUCTORS CROSS
(TYPICAL ENTIRE GRID)
A
9 (TYP.)
B
B
B
10(TYP.)
XFMR GROUND BUS BAR
MAIN GROUND CONTROL HOUSE BUS BAR
T
XFMR-RC
A A
11 (TYP. OF 7)
1212 13
6'
- 0
AA
B
(TYP.)
(TYP.)
353020101 BLDG 77L
BLDG 77H
E
A
NWORK AREA
Whitman, Requardt & Associates, LLP 801 South Caroline Street, Baltimore, Maryland 21231
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROT. ENG.
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
PH
ILA
DE
LP
HI
A, P
EN
NS
YL
VA
NI
A
PH
ILA
DE
LP
HI
A
NA
VY
Y
AR
D
AN
NE
X
AO
PS
N
OR
TH
NO
RF
OL
K
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
IR
GI
NI
A
N
AV
A L
FA
C
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
M
ID
-A
TL
AN
TI
C
N40085-24-R-2536
1705955
FF
G-
LA
ND
B
AS
ED
E
NG
IN
EE
RI
NG
SI
TE
(L
BE
S) -R
EP
AI
R
PA
CK
AG
E
AS NOTED
DRAWFORM REVISION: 25 AUGUST 2020
EJA
SMS/PJB
HPN
4/2/24
APPROVED BY: LCDR JAMES
KWASNY, CEC, USN, PWD
PENNSYLVANIA PER EMAIL
C te m p Lo c a ls B
LD
G H E c w o lf e
(L o c a l) .r vt
CDW KKK IHK
2E155
FI
RS
T
FL
OO
R
PL
AN
PA
RT
E
GR
OU
ND
IN
G
12901434
JAS
GENERAL SHEET NOTES
1. REFER TO G-SERIES SHEETS FOR GENERAL PROJECT NOTES.
2. REFER TO 2E001 FOR ELECTRICAL LEGEND, SYMBOLS AND DEFINITIONS.
REFER TO 2E002 FOR GENERAL NOTES AND ABBREVIATIONS.
3. REFER TO 2E601 FOR GROUNDING RISER DIAGRAM AND GROUND GRID
DETAIL.
4. REFER TO SHEET 2E115 FOR DUCTBANK ROUTING IN THIS SECTION OF THE
BUILDING.
SHEET KEYNOTES
1. PROVIDE 4/0 AWG BARE COPPER GROUND GRID BELOW SLAB. PROVIDE
GROUND RODS EVERY 8'-0" AROUND THE GROUND GRID PERIMETER.
PROVIDE GROUND RODS EVERY 16'-0" WITHIN GROUND GRID.
COORDINATE GRID SPACING (+/- 1'-0") AND PATH WITH STRUCTURAL
PILES. REFER TO GROUND GRID DETAIL A1/2E601. REFER TO GROUND
ROD DETAILS ON 2E602.
2. PROVIDE TYPE 'A' GROUND ROD WITH TEST WELL. COORDINATE
LOCATION OF TEST WELL WITH STRUCTURAL PILE AND EQUIPMENT
PLATFORM FOOTING. PROVIDE TIER 22 RATED COVER. REFER TO DETAIL
C1/2E602.
3. TYPE 'B' GROUND ROD, REFER TO DETAIL C3/2E602.
4. PROVIDE (2) 4/0 AWG BARE COPPER GROUNDING ELECTRODE
CONDUCTOR FOR INTERCONNECTION OF GROUND GRIDS.
5. PROVIDE 4/0 AWG BARE COPPER GROUNDING ELECTRODE CONDUCTOR
AND EXOTHERMIC WELD TO EXISTING BUILDING STEEL.
6. 4'-0" GROUND BUS BAR, REFER TO DETAIL A4/2E602.
7. PROVIDE 4/0 AWG BARE COPPER GROUNDING ELECTRODE CONDUCTOR
TO BUS BAR AT CONTROL HOUSE ELECTRICAL ROOM.
8. PROVIDE GROUNDING ELECTRODE CONDUCTOR FROM TRANSFORMER
TO GROUND BUS BAR. REFER TO GROUNDING RISER DIAGRAM.
9. PROVIDE GROUNDING PLATE EVERY 10'-0" AROUND GROUND GRID
PERIMETER OR AS INDICATED. REFER TO GROUNDING PLATE DETAIL
C4/2E602.
10. PROVIDE 4/0 AWG BARE COPPER GROUNDING ELECTRODE CONDUCTOR
AND BOND COLUMN TO EXISTING BUILDING STEEL COLUMN WITH
EXOTHERMIC WELD.
11. CORE DRILL THROUGH REINFORCED CONCRETE FOUNDATION WALL.
USE NON-DESTRUCTIVE TESTING TO LOCATE EXISTING REINFORCING
STEEL. DO NOT DAMAGE EXISTING REINFORCING STEEL.
12. COORDINATE TEST WELL LOCATION WITH CONCRETE ENCASED
DUCTBANK AND SITE INFRASTRUCTURE. REFER TO 2E115 FOR
DUCTBANK LOCATION. PROVIDE 1" CONDUIT SLEEVE TOWARDS EAST IN
TEST WELL TO TIE INTO FUTURE SITE GROUND GRID. PROVIDE
PROVISION ON GROUND ROD TO ACCEPT FUTURE 4/0 AWG BARE
COPPER GROUNDING ELECTRODE.
13. EXTEND GROUND GRID BEYOND BUILDING FOOTPRINT 6'-0" EAST FROM
EXTERIOR WALL.
14. PROVIDE 'DLO' TYPE GROUNDING CABLE FROM BELOW SLAB
GROUNDING GRID TO ABOVE SLAB AT EACH COLUMN OF EQUIPMENT
PLATFORM. PROVIDE CABLE COILED ADJACENT TO COLUMN. LENGTH OF
CABLE MUST BE A MINIMUM OF HEIGHT OF EQUIPMENT PLATFORM PLUS
12'-0" TO ALLOW FOR EXTENSION OF CABLE TO EQUIPMENT ON
PLATFORM. COORDINATE CABLE RISER LOCATION WITH EQUIPMENT
PLATFORM FOOTINGS.
SCALE: 1/8" = 1'-0"A1 FIRST FLOOR PLAN - PART E - GROUNDING
REFER TO 2E153 FOR
CONTINUATION OF
WHERE THEY INTERSECT
REFER TO 2E156
FOR
CONTINUATION
0 16'8'4'
1/8" = 1'-0"SCALE:
PLAN
NORTH
GRAPHIC SCALE
KEY PLAN
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
PP
I R
EV
IS
IO
NS
/10 /24
W
RA
| 2A152 - CONTROL HOUSE - MEZZANINE PLAN |
| 2E151 - FIRST FLOOR PLAN - PART A - GROUNDING |
| 2E155 - FIRST FLOOR PLAN - PART E - GROUNDING |
| 2024-07-15T10:08:07-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2024-07-15T10:08:26-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2024-07-15T10:08:26-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2024-07-15T10:08:42-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2024-07-15T10:08:58-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2024-07-15T10:08:59-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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