Attachment J - VOL1_1363603dwg10of14.pdf
PDF 16 MB Posted
- Attached to
- P475 Aircraft Maintenance Hangar
- Solicitation number
- N4008526R0148
About this file
These documents are demolition plans for multiple buildings at Marine Corps Air Station (MCAS) Beaufort in South Carolina, part of a Navy construction project (Project P-475) for an Aircraft Maintenance Hangar. The demolition scope includes removing Building 414 (a maintenance facility), Building 727 (a squadron administration building), and several smaller structures like GSE shelters and equipment buildings. The comprehensive demolition plans detail the systematic removal of entire structures, including architectural elements, mechanical systems, electrical infrastructure, plumbing, fire protection systems, and telecommunications equipment.
The demolition plans provide extensive technical documentation, including site plans, floor plans, and photographic documentation of existing conditions. Specific demolition activities include removing metal roofing, EIFS exterior walls, aluminum windows and doors, mechanical equipment, electrical systems, and associated site infrastructure. The project involves careful coordination to maintain access for government personnel, protect adjacent structures, and manage utility disconnections. The documents are part of a larger naval facilities engineering project, with detailed notes about proper disposal of materials, utility management, and adherence to environmental and safety regulations.
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GAS
G A S
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7022036A
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AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
0 100' 150' 200'50' 250'
1/64" = 1'-0" GRAPHIC SCALE
1 2 3 4 5
3 4 5
D
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SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
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SCALE:
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APPROVED
A/E INFO
SEAL
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A P
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1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
12/15/2022
A ut od es k D oc s:
//2
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12859341
1/64" = 1'-0" A1
ARCHITECTURAL SITE PLAN, DEMOLITION
A REFER TO SHEET AS001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.
B DRAWINGS ARE REPRESENTATIVE OF THE LAYOUT, SIZE, AND CONSTRUCTION OF
BUILDINGS TO BE DEMOLISHED. VERIFY THE ACTUAL CONDITION AND COMPOSITION OF
BUILDINGS TO BE DEMOLISHED.
C REFER TO CIVIL DRAWINGS FOR LIMITS OF DEMOLITION. MAINTAIN CLEAR, COMPLETE,
AND SAFE ACCESS FOR GOVERNMENT PERSONNEL TO ALL BUILDINGS SCHEDULED TO
REMAIN OR TO RECEIVE PHASED DEMOLITION WITHIN OR ADJACENT TO THE LIMITS OF
DEMOLITION.
D REFER TO REMAINDER OF AD-SERIES DRAWINGS FOR DEMOLITION OF OTHER
BUILDINGS WITHIN THE PROJECT SCOPE.
E INSPECT OUTSIDE WORK AREA WITH OWNER'S REPRESENTATIVE BEFORE
CONSTRUCTION. RETURN SITE TO SAME CONDITION AT THE END OF THE
CONSTRUCTION PROJECT.
F REFER TO CIVIL SHEET C-004 FOR CONTRACTOR ACCESS PLAN TO THE BASE AND
PROJECT SITE.
G REFER TO "MHD" SERIES DRAWINGS FOR HAZARDOUS MATERIALS INFORMATION FOR
EXISTING BUILDING 414.
H EXISTING BUILDINGS ON THE SITE TO BE DEMOLISHED ARE PILE SUPPORTED AND
GEOTHERMAL WELLS EXIST BENEATH THE EXISTING PARKING LOTS. REFER TO VOLUME
2A, SHEET S-001, DRIVEN PILE NOTE #10, FOR ADDITIONAL DEMOLITION INFORMATION.
1 LIMITS OF DISTURBANCE. REFER TO CIVIL DRAWINGS FOR MORE INFORMATION.
2 EXISTING AIRCRAFT PARKING / TARMAC TO REMAIN.
3 EXISTING PRIMARY ENTRY ROAD TO TARMAC AND RUNWAY.
4 EXISTING JERSEY BARRIER. COORDINATE WITH CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
5 EXISTING P-464 GARAGE TO REMAIN.
6 EXISTING P-464 PARKING GARAGE ENTRY.
7 EXISTING RESTRICTED AREA FENCE VEHICULAR ENTRY. GATE TO BE MODIFIED AS
COORDINATED WITH THE CONSTRUCTION PHASING SEQUENCE. REFER TO CIVIL
DRAWINGS FOR ADDITIONAL INFORMATION.
8 DEMOLISH EXISTING BUILDING 727. REFER TO SHEET NAD101 FOR BUILDING
DEMOLITION INFORMATION.
9 DEMOLISH EXISTING PAVED PARKING LOT, ACCESS ROADS, AND ALL SITE ELEMENTS.
REFER TO CIVIL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION.
10 EXISTING RESTRICTED AREA FENCE TO BE MODIFIED BY CONTRACTOR DURING
CONSTRUCTION OF THE P-475 PROJECT. REFER TO CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
11 EXISTING RESTRICTED AREA GATE TO BE MODIFIED BY CONTRACTOR DURING
CONSTRUCTION OF THE P-475 PROJECT. REFER TO CIVIL DRAWINGS FOR ADDITIONAL
INFORMATION.
12 EXISTING P-464 MAINTENANCE HANGAR TO REMAIN.
13 EXISTING P-464 OSF TO REMAIN.
14 EXISTING FIRE LANE. ACCESS TO BE UNOBSTRUCTED AT ALL TIMES. CONTRACTOR TO
COORDINATE WITH GOVERNMENT AND BASE FIRE DEPARTMENT FOR ANY CLOSURES
DUE TO CONSTRUCTION ACTIVITIES PRIOR TO EXECUTION.
15 DEMOLISH EXISTING BUILDING 414. REFER TO SHEET MAD101 FOR BUILDING
DEMOLITION INFORMATION.
16 DEMOLISH EXISTING BUILDING 723, GSE SHELTER. REFER TO SHEET MAD101 FOR
ADDITIONAL INFORMATION.
17 DEMOLISH EXISTING BUILDING 784, GSE SHELTER. REFER TO SHEET MAD101 FOR
ADDITIONAL INFORMATION.
18 EXISTING AIRCRAFT PARKING TO BE MODIFIED TO RECEIVE NEW LAYOUT. REFER TO
CIVIL DRAWINGS FOR ADDITIONAL INFORMAITON.
19 DEMOLISH EXISTING OIL/WATER SEPARATOR, ASSOCIATED PIPING, CLEANOUTS,
MANHOLE COVERS AND CONTROLS. PRIOR TO REMOVAL OF SEPARATOR, ENSURE
THERE ARE NO PRETROLEUM, OILY WASTE WATER IN THE TANK AND IF PRESENT,
CAPTURE IT PRIOR TO DEMOLITION. REFER TO HAZARDOUS MATERIAL SHEETS FOR
PROPER DEMOLITION OF THIS TANK IN ACCORDANCE WITH THE FEDERAL
REGULATIONS.
20 PRIOR TO DEMOLITION OF ABOVE GROUND FUEL TANK AND DIKE, TEST SOIL AROUND
THE UNIT TO ENSURE THERE IS NO CONTAMINATION INCLUDING ANY PIPING THAT MAY
BE UNDER THE TANK FOR PROPER REMOVAL IN ACCORDANCE WITH FEDERAL
REGULATIONS.
21 REMOVE EXISTING COOLING TOWER AND ALL ASSOCIATED PIPING.
22 REMOVE EXISTING ABANDONED HIGH TEMP HOT WATER (HTHW) PIPING TO LIMITS OF
SITE WORK AND CAP. AS PART OF THE REMOVAL, INCLUDE ALL ASSOCIATED UTILITY
TRENCHES AND ALL ASSOCIATED TRENCH ACCESSORIES UP TO THE POINT OF
REMOVAL AND PROVIDE END CAP TO NOT COMPROMISE THE EXISTING UTILITY TO
REMAIN. PROVIDE ACCESS COVER SIMILAR TO EXISTING AT THE LOCATION OF CAPPED
UTILITY FOR MAINTENANCE ACCESS.
23 RECLAIM ALL REFRIGERANT IN THE AC SYSTEM AND BEFORE REMOVING CONDENSING
UNIT (TYPICAL).
24 DEMOLISH EXISTING FUEL TANK SHELTER AND ALL ASSOCIATED COMPONENTS. STEEL
COLUMNS AND FRAME WITH SLOPE METAL ROOF. STEEL COLUMNS ON CONCRETE
PEDESTALS AND CONCRETE SLAB.
25 DRAIN AND DISPOSE OF GLYCOL WATER IN THE GEOTHERMAL SYSTEM. REMOVE
EXISTING GEOTHERMAL PIPING ON SITE AND SEAL EXISTING GEOTHERMAL WELLS TO
BE ABANDONED IN PLACE. INCLUDE BELOW GRADE TRENCHES AND ALL ASSOCIATED
ACCESSORIES SUPPORTING THE UTILITY.
N2
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TO
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MAYBERRY STREET
TO
B
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VI
SI
TO
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ACCESS TO TARMAC
ACCESS TO TARMAC
26 DEMOLISH EXISTING BUILDING 1135, CAD LOCKER. EXTERIOR WALLS COMPOSED OF
CONCRETE MASONRY UNITS WITH HEAVY STEEL DOORS. ROOF COMPOSITION IS
SINGLE SHED ASPHALT ROOF WITH METAL FLASHING SURROUND.
27 REMOVE EXISTING LOCKER AND DEMOLISH EXISTING CONCRETE SLAB.
KEY NOTES, CONT. 00
M
O D
P
/2
M
O D
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/2
1.1
2.1
1.2
2.7
G F E D C B B. C. D. E. F. G. H. J. K. L. N O P Q RA A. L M
MAINT
OFFICER
MAINT
CONTROL
MAINT
ADMIN
MECH
POWER
LINE
QUALITY
ASSURANCE
MAINT
OFFICER
EQUIP
MECH
MAINT
ADMIN
QUALITY
ASSURANCE
QUALITY
ASSURANCE
TLT
POWERLINE
OFFICE
CORROSION
CNTRL
OFFICE
AIR FRAME
DIV. OFFICE
C O
R R
MECH
TLT
TLT
VAULT
OFFICE
VEST
C O
R R
SEAT SHOP
FLIGHT
EQUIPMENT
FLIGHT
EQUIPMENT
POWERLINE
OFFICE
TRAINING
ROOM
AIRFRAME
OFFICE
CORROSION
CNTRL
C O
R R
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TLT
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ROOM
AIRFRAME
SHOP
ORDNANCE
COMNAV ELECTRONICS
SHOP
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SEAT SHOP
ELECTRONICS
AIRFRAME
CORR
AVIONICS
COMNAV
AVIONICS
COMNAV
TOOL
ROOM
ORDNANCE
HANGAR
107' - 0" 250' - 4" 107' - 0"
7'
5' -6
5' -6
18' - 0"
464'-4"
20' - 1
19' - 11" 21
21' - 5"
464' - 2"
6'
MAINT
CONTROLEQUIP
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B
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H HO
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A Y
AR93022
ENGINEERS + SURVEYORS
0 10'
3/64" = 1'-0" GRAPHIC SCALE
20' 40' 60'5' 80'
N
PLAN
NORTH
1 2 3 4 5
3 4 5
D
C
B
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SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
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N T
O F
T H
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A V
Y
P -4
A
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FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
P -4
M ai nt
H an ga r_
E xi st in g.
rv t
/4
/2
3:
:1
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3/64" = 1'-0"
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R A
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MAD101
EAD MEC BKH
12859342
3/64" = 1'-0"A4
DEMOLITION PLAN - GROUND FLOOR - OVERALL
A REFER TO SHEET AS001 FOR ARCHITECTURAL ABBREVIATIONS AND
SYMBOLS.
B DRAWINGS ARE REPRESENTATIVE OF THE LAYOUT, SIZE AND
CONSTRUCTION OF BUILDINGS TO BE DEMOLISHED. VERIFY THE ACTUAL
CONDITION AND COMPOSITION OF BUILDING TO BE DEMOLISHED.
C REFER TO CIVIL DRAWINGS FOR LIMITS OF DEMOLITION. MAINTAIN CLEAR,
COMPLETE AND SAFE ACCESS FOR GOVERNMENT PERSONNEL TO ALL
BUILDINGS SCHEDULED TO REMAIN OR TO RECEIVE PHASED DEMOLITION.
D PROTECT EXISTING UTILITIES OR REPAIR AS NEEDED FOR NEW
CONSTRUCTION.
E DEMOLITION WORK IS TO BE DONE IN ADHERENCE TO THE OWNER'S
REQUIREMENTS FOR TIME AND DURATION OF HEAVY NOISE.
F DEMOLISH ALL EXISTING MECHANCAL SYSTEMS, ELECTRICAL SYSTEMS,
PLUMBING SYSTEMS, TELECOMMUNICATIONS SYSTEMS AND ALL
ASSOCIATED ACCESSORIES AND INFRASTRUCTURE FOR ALL EXISTING
BUILDINGS SCHEDULED TO BE DEMOLISHED.
G PROTECT ALL ADJACENT EXISTING BUILDINGS AND INFRASTRUCTURE
NOT SCHEDULED FOR DEMOLITION FROM DAMAGE AND MUST, AT THEIR
EXPENSE, RESTORE TO ORIGINAL CONDITION ANY AREAS OR FINISHES
DAMAGED BY WORK.
H ITEMS TO BE DEMOLISHED ARE INDICATED BY DASHED LINES, UNLESS
OTHERWISE NOTED.
I REFER TO THE REMAINDER OF THE "AD" SERIES DRAWINGS FOR
DEMOLITION OF OTHER BUILDINGS WITHIN THE PROJECT SCOPE.
J REFER TO "MHD" SERIES DRAWINGS FOR HAZARDOUS MATERIALS
INFORMATION FOR EXISTING BUILDING 414.
i. ROOF: STANDING SEAM METAL ROOF OVER AIR BARRIER, PROTECTION BOARD AND ROOF INSULATION ON STEEL DECK AND
STEEL FRAMING.
ii. EXTERIOR WALLS: EXTERIOR WALLS: PAINTED, REINFORCED
CONCRETE MASONRY UNITS. INTERIOR SIDE OF EXTERIOR WALL IS
UNFURRED, EXPOSED CMU PAINTED SURFACE WITH NO EXTERIOR
WALL INSULATION. WINDOW OPENINGS HAVE PRECAST SILLS. METAL
PANELS ON STEEL FRAMING
iii. BUILDING HEIGHTS: TOP OF EXTERIOR FRAMING STRUCTURE = +/-
50'-0"; TOP OF HANGER ROOF PEAK = +/- 35'-9"
2 3
1 DEMOLISH EXISTING BUILDING 414.
2 DEMOLISH EXISTING BUILDING 723, GSE SHELTER. STEEL
COLUMNS AND FRAME WITH SINGLE SLOPE, CORRUGATED
METAL SHED ROOF. STEEL COLUMN ON CONCRETE
PEDESTALS AND CONCRETE SLAB.
3 DEMOLISH EXISTING BUILDING 784, GSE SHELTER. STEEL
COLUMNS AND FRAME WITH SINGLE SLOPE, CORRUGATED
METAL SHED ROOF. STEEL COLUMN ON CONCRETE
PEDESTALS AND CONCRETE SLAB.
4 DEMOLISH EXISTING BUILDING 1135, CAD LOCKER.
EXTERIOR WALLS COMPOSED OF CONCRETE MASONRY
UNITS WITH HEAVY STEEL DOORS. ROOF COMPOSITION IS
SINGLE SHED ASPHALT ROOF WITH METAL FLASHING
SURROUND.
5 DEMOLISH METAL OVERHEAD SWINGING HANGAR DOOR.
6 DEMOLISH HORIZONTAL SLIDING HANGAR DOOR.
7 TYPICAL FOR ALL TOILET ROOMS, JANITOR CLOSETS,
BREAKROOMS, AND KITCHENS. ALL ASSOCIATED FIXTURES
AND COMPONENTS TO BE DEMOLISHED.
8 DEMOLISH EXISTING FOAM NOZZLE 01 AND ASSOCIATED
PIPING.
9 DEMOLISH EXISTING FOAM NOZZLE SYSTEM RISER AND ALL
ASSOCIATED PIPING, TYP REFER TO PHOTO C2/MAD152.
10 DEMOLISH EXISTING FOAM NOZZLE 02 AND ASSOCIATED
PIPING.
11 DEMOLISH EXISTING FOAM NOZZLE 03 AND ASSOCIATED
PIPING.
12 DEMOLISH EXISTING FOAM NOZZLE 04 AND ASSOCIATED
PIPING.
13 DEMOLISH EXISTING FOAM NOZZLE SYSTEM RISER AND ALL
ASSOCIATED PIPING., TYP REFER TO PHOTO B2/MAD152.
D 1/M
A D
D 2/M
A D 151D4/M
AD151
C1/M
AD151
C2/MAD151
C 4/
M A
D
B1/MAD151
B3/M
AD151
A1/MAD151
K IF PRESENT PILE CAPS ARE TO BE REMOVED, PILES ARE TO REMAIN IN
PLACE EXCEPT WHERE REMOVAL OR PARTIAL REMOVAL IS REQUIRED BY
NEW CONSTRUCTION. DISPOSE OF CREOSOTE TIMBER PILES AS SPECIAL
WASTE.
L PRIOR TO REMOVAL OF EXISTING HANGAR FIRE PROTECTION
SYSTEM,RINSE PIPING BEFORE DISPOSAL. REFER TO SPECIFICATION
SECTION 02 41 00 DEMOLITION FOR ADDITIONAL DISPOSAL INFORMATION
RELATED TO THE EXISTING BUILDING AFFF COMPONENTS.
M EXISTING BUILDING DESCRIPTION: (THE INFORMATION PROVIDED FOR
THE EXISTING CONDITIONS ARE FOR OVERALL REFERENCE AND WILL BE
CONFIRMED PRIOR TO ANY REMOVAL AND DEMOLITION. THE INTENT OF
THE WORK IS TO REMOVE BUILDING 414 AND ALL COMPONENTS UNLESS
OTHERWISE NOTED IN PREPARATION FOR THE WORK RELATED TO THE
HANGAR, OSF, AND PARKING GARAGE.)
iv. EXTERIOR DOORS: STEEL DOOR, HOLLOW METAL FRAMES, LARGE
METAL ROLLING HANGAR DOORS AND DOOR HANGAR DOOR TRACKS.
ix. INTERIOR DOORS: HOLLOW METAL FRAME AND WOOD DOORS
v. ROOF DRAINAGE: ALUMINUM GUTTERS AND DOWNSPOUTS
vi. WINDOWS: ALUMINUM AND HOLLOW METAL FRAME WITH GLASS
AND/OR TRANSLUCENT GLAZED PANELS.
vii. LOUVERS: ALUMINUM FIN TYPE.
viii. INTERIOR PARTITIONS: CONCRETE MASONRY UNITS, PAINTED;
GYPSUM BOARD ON METAL STUD FRAMING.
x. CEILINGS: ACOUSTICAL CEILING TILES AND GYPSUM BOARD ON
METAL FRAME
xi. GROUND LEVEL FLOORS: CONCRETE SLAB ON GRADE, HANGAR BAY
TRENCHES WITH STEEL AIRCRAFT GRADE TRENCH COVERS, AND
MISCELLANEOUS CONCRETE EQUIPMENT PADS. HANGAR BAY
CONCRETE FLOORS APPROXIMATELY RANGE FROM 9 INCHES TO 16
INCHE IN DEPTH WITH THICKENED EDGES ALONG THE PERIMETERS
AND PILE SUPPORTED. INCLUDE ALL MISCELLANEOUS GROUND LEVEL
TRENCHES, SUMPS, AND MISC. BELOW GROUND SLAB LEVELS THAT
MAY NOT BE INCLUDED IN THESE DESCRIPTIONS THAT CONTRACTOR
HAS TO CONFIRM.
xii. STRUCTURAL SYSTEM: STEEL COLUMNS AND BEAMS. EXTERIOR
STEEL CANITLEVERED LATERAL FRAMING SYSTEM SUPPORTING THE
HANGAR BAY.
xiii. FOUNDATION: THICKENED SLAB ON GRADE BEAMS / PILE CAPS AND
PIERS. REFER TO VOLUME 2A, SHEET S-001, PILE DRIVEN NOTE #10
FOR EXISTING PILES DEMOLITION NOTES.
xiv. ELECTRICAL SYSTEM: EMERGENCY AND NORMAL DISTRIBUTION
SYSTEMS.
xv. MECHANICAL SYSTEM: AIR HANDLING UNITS, RETURN FANS, EXHAUST
FANS, DUCT SYSTEMS, WATER COOLED CHILLERS, COOLING TOWER
PUMPS, PIPING SYSTEMS, MISC. SPLIT-SYSTEMS, STEAM BOILERS,
CONDENSATE EQUIPMENT, STEAM/HOT WATER HEAT EXCHANGERS,
PUMPS, PIPING.
xvi. PLUMBING SYSTEM: BACKFLOWS, SANITARY WASTE & VENT
SYSTEMS, PIPING ASSOCIATED WITH COLD WATER, HOT WATER, HOT
WATER RETURN AND COMPRESSED AIR. PLUMBING FIXTURES AND
ASSOCIATED FLOOR DRAINS, WATER CLOSETS, LAVATORIES,
SHOWERS, HOSE BIBS, WALL HYDRANTS, AND EMERGENCY
SHOWERS.
xvii. FIRE PROTECTION SYSTEM: SPRINKLER SYSTEMS, STANDPIPES, AND
FIRE ALARM SYSTEM.
xviii. COMMUNICATION SYSTEM: COMPLETE STRUCTURED VOICE AND DATA
SYSTEM WITH CAT 6 HORIZONTAL COPPER CABLES, BACKBONE FIBER
OPTIC CABLES AND BACKBONE COPPER CABLES, AND TELEPHONE
SWITCH.
891011
131416 1517
23 24
00 KEYNOTES:
14 DEMOLISH EXISTING FOAM NOZZLE 05 AND ASSOCIATED
PIPING.
15 DEMOLISH EXISTING FOAM NOZZLE SYSTEM RISER AND ALL
ASSOCIATED PIPING, TYP REFER TO PHOTO A1/MAD152.
16 DEMOLISH EXISTING FOAM NOZZLE 06 AND ASSOCIATED
PIPING.
17 DEMOLISH EXISTING FOAM NOZZLE 07 AND ASSOCIATED
PIPING.
18 DEMOLISH EXISTING FOAM NOZZLE SYSTEM RISER AND ALL
ASSOCIATED PIPING, TYP REFER TO PHOTO A4/MAD152.
19 DEMOLISH EXISTING FOAM NOZZLE 08 AND ASSOCIATED
PIPING.
20 DEMOLISH EXISTING FOAM NOZZLE SYSTEM RISER AND ALL
ASSOCIATED PIPING, TYP REFER TO PHOTO C4/MAD153.
21 DEMOLISH EXISTING FOAM NOZZLE 09 AND ASSOCIATED
PIPING.
22 DEMOLISH EXISTING FOAM NOZZLE 10 AND ASSOCIATED
PIPING.
23 DEMOLISH EXISTING FOAM OVERHEAD SPRINKLER RISER
AND ALL SPRINKLER SYSTEM PIPING, TYP. REFER TO
PHOTO B1/MAD103.
24 DEMOLISH EXISTING FOAM OVERHEAD SPRINKLER RISER
AND ALL SPRINKLER SYSTEM PIPING, TYP. REFER TO
PHOTO B2/MAD103.
00 KEYNOTES, CONT:NOTES:
SHEET NOTES:
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
5'
-9
C
LR
. O P
E N
IN
G
4'
-4 " T .O
. S T
R
0'
-0 " T
ST
A
E OF F L OR IDA
R
EG ISTER ED A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLOW
A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
B A
S E
B
ID
W
IT
H O
P T
IO
N
S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
P -4
M ai nt
H an ga r_
E xi st in g.
rv t
/4
/2
3:
:0
P
M
12" = 1'-0"
B
LD
G . 4
E
X
IS
T
IN
G P
H O
T O
G R
A P
H S
MAD151
EAD BKH BKH
12859343
NOT TO SCALE
D1
EXST. PHOTO - FROM NW 01
NOT TO SCALE
D2
EXST. PHOTO - FROM NW 02
NOT TO SCALE
D4
EXST. PHOTO - FROM SW 01
NOT TO SCALE
C2
EXST. PHOTO - FROM SE 02
NOT TO SCALE
C1
EXST. PHOTO - FROM SE 03
NOT TO SCALE
C4
EXST. PHOTO - FROM NE 02
NOT TO SCALE
B3
EXST. PHOTO - FROM NW 03NOT TO SCALE
B1
EXST. PHOTO - FROM NE 03
A REFER TO SHEET AS001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.
B DRAWINGS ARE REPRESENTATIVE OF THE LAYOUT, SIZE AND CONSTRUCTION OF
BUILDINGS TO BE DEMOLISHED. VERIFY THE ACTUAL CONDITION AND COMPOSITION OF
BUILDING TO BE DEMOLISHED.
C REFER TO CIVIL DRAWINGS FOR LIMITS OF DEMOLITION. MAINTAIN CLEAR, COMPLETE
AND SAFE ACCESS FOR GOVERNMENT PERSONNEL TO ALL BUILDINGS SCHEDULED TO
REMAIN OR TO RECEIVE PHASED DEMOLITION.
D PROTECT EXISTING UTILITIES OR REPAIR AS NEEDED FOR NEW CONSTRUCTION.
E DEMOLITION WORK IS TO BE DONE IN ADHERENCE TO THE OWNER'S REQUIREMENTS
FOR TIME AND DURATION OF HEAVY NOISE.
F DEMOLISH ALL EXISTING MECHANCAL SYSTEMS, ELECTRICAL SYSTEMS, PLUMBING
SYSTEMS, TELECOMMUNICATIONS SYSTEMS AND ALL ASSOCIATED ACCESSORIES AND
INFRASTRUCTURE FOR ALL EXISTING BUILDING SCHEDULED TO BE DEMOLISHED.
G PROTECT ALL ADJACENT EXISTING BUILDINGS AND INFRASTRUCTURE NOT SCHEDULED
FOR DEMOLITION FROM DAMAGE AND MUST, AT THEIR EXPENSE, RESTORE TO ORIGINAL
CONDITION ANY AREAS OR FINISHES DAMAGED BY THEIR WORK.
H REFER TO THE REMAINDER OF THE "AD" SERIES DRAWINGS FOR DEMOLITION OF OTHER
BUILDINGS WITHIN THE PROJECT SCOPE.
I SCALE PHOTOGRAPHS SHOWN ARE APPROXIMATE, ALL DIMENSIONS ARE +/-.
J REFER TO "MHD" SERIES DRAWINGS FOR HAZARDOUS MATERIALS INFORMATION FOR
EXISTING BUIDING 414.
1 DEMOLISH EXISTING BUILDING 414.
2 DEMOLISH EXISTING BUILDING 723, GSE SHELTER. STEEL COLUMNS AND FRAME WITH
SINGLE SLOPE, CORRUGATED METAL SHED ROOF. STEEL COLUMN ON CONCRETE
PEDESTALS AND CONCRETE SLAB.
3 DEMOLISH HORIZONTAL SLIDING HANGAR DOOR.WITH ALL ACCESSORIES AND
COMPONENTS.
4 DEMOLISH EXISTING BUILDING 1135, CAD LOCKER. EXTERIOR WALLS COMPOSED OF
CONCRETE MASONRY UNITS WITH HEAVY STEEL DOORS. ROOF COMPOSITION IS
SINGLE SHED ASPHALT ROOF WITH METAL FLASHING SURROUND.
5 DEMOLISH METAL OVERHEAD SWINGING HANGAR DOOR.WITH ALL ACCESSORIES AND
COMPONENTS.
6 DEMOLISH EXTERIOR PAINTED CMU WALL AND ALL ASSOCIATED ACCESSORIES,
TYPICAL.
7 DEMOLISH ALUMINUM FRAMED CANOPY AND ALL ASSOCIATED COMPONENTS /
ACCESSSORIES, TYPICAL.
8 DEMOLISH ALUMINUM GUTTER, DOWNSPOUTS, ASSOCIATED COMPONENTS /
ACCESSORIES, TYPICAL.
9 DEMOLISH EXTERIOR STEEL DOOR, DOOR FRAME, AND ASSOCIATED DOOR
COMPONENTS/ ACCESSORIES, TYPICAL.
10 DEMOLISH EXTERIOR ALUMINUM WINDOW SYSTEM WITH ASSOCIATED COMPONENTS /
ACCESSORIES, TYPICAL.
11 DEMOLISH VERTICAL METAL PANEL FASCIA, TYPICAL.
12 DEMOLISH EXTERIOR STEEL CANITLEVERED LATERAL FRAMING SYSTEM, TYPICAL.
13 DEMOLISH ALL SYSTEMS, ACCESSORIES, AND COMPONENTS RELATED MECHANICAL,
PLUMBING, ELECTRICAL, TELECOMMUNICATION, AND FIRE PROTECTION, TYPICAL.
14 REFER TO CIVIL DRAWINGS FOR SITE DEMOLITION INFORMATION, TYPICAL.
15 DEMOLISH EXTERIOR TRANSLUCENT PANELS, TYPICAL.
16 DEMOLISH EXISTING OIL/WATER SEPARATOR AND ASSOCIATED CLEANOUTS, PIPING,
AND CONTROLS.
17 DEMOLISH EXISTING EQUIPMENT SHELTER AND ALL ASSOCIATED ACCESSORIES AND
SUPPORTS. DEMOLISH EXISTING EQUIPMENT SUPPORT SLAB, TYPICAL.
1 3
1 1
C
LR
. O P
E N
IN
G
4'
-4
T .O
. C M
U
3'
-4
T .O
. C M
U
3'
-4
C
LR
O P
N G
4'
12" = 1'-0" A1
EXST. PHOTO - FROM SE 04
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
T
ST
A
E OF F L OR IDA
R
EG ISTER ED A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLOW
A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
B A
S E
B
ID
W
IT
H O
P T
IO
N
S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
P -4
M ai nt
H an ga r_
E xi st in g.
rv t
/4
/2
3:
:1
P
M
12" = 1'-0"
B
LD
G . 4
E
X
IS
T
IN
G P
H O
T O
G R
A P
H S
MAD152
EAD MEC BKH
12871508
171A
A REFER TO SHEET AS001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.
B DRAWINGS ARE REPRESENTATIVE OF THE LAYOUT, SIZE AND CONSTRUCTION OF
BUILDINGS TO BE DEMOLISHED. VERIFY THE ACTUAL CONDITION AND COMPOSITION OF
BUILDING TO BE DEMOLISHED.
C REFER TO CIVIL DRAWINGS FOR LIMITS OF DEMOLITION. MAINTAIN CLEAR, COMPLETE
AND SAFE ACCESS FOR GOVERNMENT PERSONNEL TO ALL BUILDINGS SCHEDULED TO
REMAIN OR TO RECEIVE PHASED DEMOLITION.
D PROTECT EXISTING UTILITIES OR REPAIR AS NEEDED FOR NEW CONSTRUCTION.
E DEMOLITION WORK IS TO BE DONE IN ADHERENCE TO THE OWNER'S REQUIREMENTS
FOR TIME AND DURATION OF HEAVY NOISE.
F DEMOLISH ALL EXISTING MECHANCAL SYSTEMS, ELECTRICAL SYSTEMS, PLUMBING
SYSTEMS, TELECOMMUNICATIONS SYSTEMS AND ALL ASSOCIATED ACCESSORIES AND
INFRASTRUCTURE FOR ALL EXISTING BUILDING SCHEDULED TO BE DEMOLISHED.
G PROTECT ALL ADJACENT EXISTING BUILDINGS AND INFRASTRUCTURE NOT SCHEDULED
FOR DEMOLITION FROM DAMAGE AND MUST, AT THEIR EXPENSE, RESTORE TO ORIGINAL
CONDITION ANY AREAS OR FINISHES DAMAGED BY THEIR WORK.
H REFER TO THE REMAINDER OF THE "AD" SERIES DRAWINGS FOR DEMOLITION OF OTHER
BUILDINGS WITHIN THE PROJECT SCOPE.
I SCALE PHOTOGRAPHS SHOWN ARE APPROXIMATE, ALL DIMENSIONS ARE +/-.
J REFER TO "MHD" SERIES DRAWINGS FOR HAZARDOUS MATERIALS INFORMATION FOR
EXISTING BUIDING 414.
NOT TO SCALE
C1
EXST. PHOTO - FOAM NOZZLE 01
NOT TO SCALE
C2
EXST. PHOTO - FOAM SYSTEM RISER
NOT TO SCALE
C3
EXST. PHOTO - FOAM NOZZLE 02
NOT TO SCALE
C4
EXST. PHOTO - FOAM NOZZLE 03
NOT TO SCALE
B1
EXST. PHOTO - FOAM NOZZLE 04
NOT TO SCALE
B2
EXTST. PHOTO - FOAM SYSTEM RISER
NOT TO SCALE
B3
EXST. PHOTO - FOAM NOZZLE 05
NOT TO SCALE
A1
EXTST. PHOTO - FOAM SYSTEM RISER
1 12
1 DEMOLISH EXISTING FOAM NOZZLE AND ASSOCIATED APPURTENANCES, TYP.
2 DEMOLISH EXISTING FOAM NOZZLE SYSTEM RISER, AND ASSOCIATED
APPURTENANCES, TYP.
NOT TO SCALE
A2
EXST. PHOTO - FOAM NOZZLE 06
NOT TO SCALE
A3
EXST. PHOTO - FOAM NOZZLE 07
NOT TO SCALE
A4
EXTST. PHOTO - FOAM SYSTEM RISER
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
GENERAL NOTE:
SHEET INSERTED FOR MOD 06 / MOD07.
NAVFAC NUMBER OUT OF ORDER.
T
ST
A
E OF F L OR IDA
R
EG ISTER ED A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLOW
A Y
AR93022
ENGINEERS + SURVEYORS
KEY NOTES 00
SHEET NOTES:
NOTES:
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
B A
S E
B
ID
W
IT
H O
P T
IO
N
S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/2
P -4
M ai nt
H an ga r_
E xi st in g.
rv t
/4
/2
3:
:2
P
M
12" = 1'-0"
B
LD
G . 4
E
X
IS
T
IN
G P
H O
T O
G R
A P
H S
MAD153
EAD MEC BKH
12871509
171B
A REFER TO SHEET AS001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.
B DRAWINGS ARE REPRESENTATIVE OF THE LAYOUT, SIZE AND CONSTRUCTION OF
BUILDINGS TO BE DEMOLISHED. VERIFY THE ACTUAL CONDITION AND COMPOSITION OF
BUILDING TO BE DEMOLISHED.
C REFER TO CIVIL DRAWINGS FOR LIMITS OF DEMOLITION. MAINTAIN CLEAR, COMPLETE
AND SAFE ACCESS FOR GOVERNMENT PERSONNEL TO ALL BUILDINGS SCHEDULED TO
REMAIN OR TO RECEIVE PHASED DEMOLITION.
D PROTECT EXISTING UTILITIES OR REPAIR AS NEEDED FOR NEW CONSTRUCTION.
E DEMOLITION WORK IS TO BE DONE IN ADHERENCE TO THE OWNER'S REQUIREMENTS
FOR TIME AND DURATION OF HEAVY NOISE.
F DEMOLISH ALL EXISTING MECHANCAL SYSTEMS, ELECTRICAL SYSTEMS, PLUMBING
SYSTEMS, TELECOMMUNICATIONS SYSTEMS AND ALL ASSOCIATED ACCESSORIES AND
INFRASTRUCTURE FOR ALL EXISTING BUILDING SCHEDULED TO BE DEMOLISHED.
G PROTECT ALL ADJACENT EXISTING BUILDINGS AND INFRASTRUCTURE NOT SCHEDULED
FOR DEMOLITION FROM DAMAGE AND MUST, AT THEIR EXPENSE, RESTORE TO ORIGINAL
CONDITION ANY AREAS OR FINISHES DAMAGED BY THEIR WORK.
H REFER TO THE REMAINDER OF THE "AD" SERIES DRAWINGS FOR DEMOLITION OF OTHER
BUILDINGS WITHIN THE PROJECT SCOPE.
I SCALE PHOTOGRAPHS SHOWN ARE APPROXIMATE, ALL DIMENSIONS ARE +/-.
J REFER TO "MHD" SERIES DRAWINGS FOR HAZARDOUS MATERIALS INFORMATION FOR
EXISTING BUIDING 414.
NOT TO SCALEC1
EXST. PHOTO - FOAM NOZZLE 08
NOT TO SCALEC2
EXTST. PHOTO - FOAM SYSTEM RISER
NOT TO SCALEC3
EXST. PHOTO - FOAM NOZZLE 09
NOT TO SCALEC4
EXST. PHOTO - FOAM NOZZLE 10
NOT TO SCALE
B1
FOAM OVERHEAD SPRINKLER RISER
EXST. PHOTO
NOT TO SCALE
B2
FOAM OVERHEAD SPRINKLER RISER
EXST. PHOTO
1 DEMOLISH EXISTING FOAM OVERHEAD SPRINKLER RISER AND ASSOCIATED
APPURTENANCES, TYP.
2 DEMOLISH EXISTING FOAM NOZZLE AND ASSOCIATED APPURTENANCES, TYP.
3 DEMOLISH EXISTING FOAM NOZZLE SYSTEM RISER, AND ASSOCIATED
APPURTENANCES, TYP.
2 3 2
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
GENERAL NOTE:
SHEET INSERTED FOR MOD 06 / MOD07.
NAVFAC NUMBER OUT OF ORDER.
UP
1 6
A
3 4
B
C
2 53.4 3.6
19'-3 1/2" 19'-3 1/2" 10'-6" 10'-5" 10'-6" 19'-3 1/2" 19'-3 1/2" 8 1/2"8 1/2"
110'-0"
1/
2"
'-9
/2
'-0
'-9
/2
1/
2"
'-0
'-1
0"
8 1/2" 8 1/2"
8 1/2" 8 1/2"
1/
2"
'-3
/2
'-3
/2
1/ 2"
38'-7" 31'-5" 38'-7"
READY ROOM
OFFICE
OFFICE
SUITE STORAGE
LOCKER ROOM
TOILET
MAIL ROOM
OFFICE OFFICE OFFICE
LOBBY
MECHANICAL
OFFICE OFFICE OFFICE
LOCKER ROOM
TOILET
JC STORAGE
OFFICE
OFFICE
SUITE STORAGE
READY ROOM
CLOSET
D1/NAD101
D 2/N
A D
D3/NAD101
JC
D1/NAD102
KEY NOTES 00
T
ST
A
E OF F L OR IDA
R
EG ISTER ED A R C H IT
E C T
B
IL
Y
K
EIT
H HO
L
LLOW
A Y
AR93022
ENGINEERS + SURVEYORS
SHEET NOTES:
NOTES:
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y
P -4
A
IR
C
R A
F T
M A
IN
T
E N
A N
C E
H A
N G
A R
V
O
LU
M E
B A
S E
B
ID
W
IT
H O
P T
IO
N
S
D C
C O
R E
B E
A U
F O
R T
, S C
N O
R F
O
LK
, V A
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
T
IC
M C
A S
B E
A U
F O
R T
FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
12/15/2022
A ut od es k D oc s:
//2
V
M F
A T
F
M ai nt en an ce
H an ga r/
P
-7
S qu ad ro n A dm in
B ld g_ E xi st in g.
rv t
/3
/2
8:
:2
P
M
As indicated
B
LD
G . 7
D
E M
O L
IT
IO
N P
LA
N
, F
IR
S T
F L
O O
R , O
V E
R A
LL
NAD101
EAD MEC BKH
12859344
A REFER TO SHEET AS001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.
B DRAWINGS ARE REPRESENTATIVE OF THE LAYOUT, SIZE AND CONSTRUCTION
OF BUILDINGS TO BE DEMOLISHED. VERIFY THE ACTUAL CONDITION AND
COMPOSITION OF BUILDING TO BE DEMOLISHED.
C REFER TO CIVIL DRAWINGS FOR LIMITS OF DEMOLITION. MAINTAIN CLEAR,
COMPLETE AND SAFE ACCESS FOR GOVERNMENT PERSONNEL TO ALL
BUILDINGS SCHEDULED TO REMAIN OR TO RECEIVE PHASED DEMOLITION.
D PROTECT EXISTING UTILITIES OR REPAIR AS NEEDED FOR NEW
CONSTRUCTION.
E DEMOLITION WORK IS TO BE DONE IN ADHERENCE TO THE OWNER'S
REQUIREMENTS FOR TIME AND DURATION OF HEAVY NOISE.
F DEMOLISH ALL EXISTING MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS,
PLUMBING SYSTEMS,TELECOMMUNICATION SYSTEMS AND ALL ASSOCIATED
ACCESSORIES AND INFRASTRUCTURE FOR ALL EXISTING BUILDINGS
SCHEDULED TO BE DEMOLISHED.
G PROTECT ALL ADJACENT EXISTING BUILDINGS AND INFRASTRUCTURE NOT
SCHEDULED FOR DEMOLITION FROM DAMAGE AND MUST, AT THEIR EXPENSE,
RESTORE TO ORIGINAL CONDITION ANY AREAS OR FINISHES DAMAGED BY
THEIR WORK.
H ITEMS TO BE DEMOLISHED ARE INDICATED BY DASHED LINES, UNLESS
OTHERWISE NOTED.
I REFER TO THE REMAINDER OF THE "AD" SERIES DRAWINGS FOR DEMOLITION
OF OTHER BUILDINGS WITHIN THE PROJECT SCOPE.
J IF PRESENT PILE CAPS ARE TO BE REMOVED, PILES ARE TO REMAIN IN PLACE
EXCEPT WHERE REMOVAL OR PARTIAL REMOVAL IS REQUIRED BY NEW
CONSTRUCTION.DISPOSE OF CREOSOTE TIMBER PILES AS SPECIAL WASTE.
K EXISTING BUILDING DESCRIPTION: (THE INFORMATION PROVIDED FOR THE
EXISTING CONDITIONS ARE FOR OVERALL REFERENCE AND WILL BE
CONFIRMED PRIOR TO ANY REMOVAL AND DEMOLITION. THE INTENT OF THE
WORK IS TO REMOVE BUILDING 414 AND ALL COMPONENTS UNLESS
OTHERWISE NOTED IN PREPARATION FOR THE WORK RELATED TO THE
HANGAR, OSF, AND PARKING GARAGE.)
1/8" = 1'-0" A1
FIRST FLOOR OVERALL DEMOLITION PLAN
1. ROOF: STANDING SEAM METAL ROOF OVER AIR BARRIER, PROTECTION
BOARD AND ROOF INSULATION ON STEEL DECK AND STEEL FRAMING.
2. EXTERIOR WALLS: EIFS EXTERIOR WALL SYSTEM OVER REINFORCED
CONCRETE MASONRY UNITS. INTERIOR SIDE OF EXTERIOR WALL IS
UNFURRED, EXPOSED CMU PAINTED SURFACE WITH NO EXTERIOR WALL
INSULATION. WINDOW OPENINGS HAVE PRECAST SILLS.
3. BUILDING HEIGHTS: HEIGHT TO THE TOP OF ROOF EAVE = +/-28' - 8" TO
ROOF PEAK.
4. EXTERIOR DOORS: STEEL DOOR PANELS ON HOLLOW METAL FRAME
5. ROOF DRAINAGE: ALUMINUM GUTTERS AND DOWNSPOUTS
6. WINDOWS: ALUMINUM FRAMED SYSTEM WITH INSULATED GLAZED
SYSTEM.
7. LOUVERS: ALUMINUM HORIZONTAL FIN TYPE.
8. INTERIOR PARTITIONS: ALL PRIMARY INTERIOR WALL ARE EXPOSED
CONCRETE MASONRY UNITS, PAINTED, WITH 6 INCH VINYL BASE. SOME
INTERNAL OFFICES HAVE PAINTED GYPSUM BOARD ON METAL STUD
FRAMING WITH 6 INCH VINYL BASE.
9. INTERIOR DOORS: HOLLOW METAL FRAME AND WOOD DOOR PANELS.
10. CEILINGS: ACOUSTICAL CEILING TILES AND GYPSUM BOARD ON METAL
FRAME WITH INSULATION ABOVE.
11. GROUND LEVEL: CONCRETE FLOOR ON PILE STRUCTURE ; UPPER LEVEL
FLOORS: COMPOSITE CONCRETE FLOOR ON STEEL FRAME. TPYICAL
FINISHES ON ALL FLOORS AS FOLLOWS: CORRIDORS - VINYL TYPE;
OFFICES AND COMMON AREAS - CARPET TILE; WET AREAS - CERAMIC
TILE; SPECIALTY AREAS - WOOD VINYL PLANKS. INCLUDE ALL
MISCELLENEOUS GROUND LEVEL TRENCHES, SUMPS, AND MISC.
SUBFLOORING THAT MAY NOT BE INCLUDED IN THESE DESCRIPTIONS
THAT CONTRACT HAS TO CONFIRM.
12. STRUCTURAL SYSTEM: STEEL COLUMNS AND BEAMS
13. FOUNDATION: 4 INCH CONCRETE SLAB ON GRADE BEAMS / PILE CAPS AND
PIERS. REFER TO VOLUME 1, SHEET S-001, PILE DRIVEN NOTE #10, FOR
EXISTING PILE DEMOLITION NOTES.
14. ELECTRICAL SYSTEM: EMERGENCY AND NORMAL DISTRIBUTION
SYSTEMS.
15. MECHANICAL SYSTEM: AIR HANDLING UNITS, RETURN FANS, EXHAUST
FANS, DUCT SYSTEMS, WATER COOLED CHILLERS, COOLING TOWER
PUMPS, PIPING SYSTEMS, MISC. SPLIT-SYSTEMS, STEAM BOILERS,
CONDENSATE EQUIPMENT, STEAM/HOT WATER HEAT EXCHANGERS,
PUMPS, PIPING.
16. PLUMBING SYSTEM: BACKFLOWS, SANITARY WASTE & VENT SYSTEMS,
PIPING ASSOCIATED WITH COLD WATER, HOT WATER, HOT WATER
RETURN AND COMPRESSED AIR. PLUMBING FIXTURES AND ASSOCIATED
FLOOR DRAINS, WATER CLOSETS, LAVATORIES, SHOWERS, HOSE BIBS,
WALL HYDRANTS, AND EMERGENCY SHOWERS.
17. FIRE PROTECTION SYSTEM: FIRE PUMP, SPRINKLER SYSTEMS,
STANDPIPES, AND FIRE ALARM SYSTEM..
18. COMMUNICATION SYSTEM: COMPLETE STRUCTURED VOICE AND DATA
SYSTEM WITH CAT 6 HORIZONTAL COPPER CABLES, BACKBONE FIBER
OPTIC CABLES AND BACKBONE COPPER CABLES, AND TELEPHONE
SWITCH.
NOT TO SCALE
D1
EXST. PHOTO 01
NOT TO SCALE
D2
EXST. PHOTO 02
NOT TO SCALE
D3
EXST. PHOTO 03
N
PLAN
NORTH
1 DEMOLISH EXISTING BUILDING 727.
2 DEMOLISH EXISTING SITE LIGHTING AND TERMINATE WIRE TO
APPROPRIATE ELECTRICAL FEED TO COORDINATE WITH NEW WORK.
3 EXISTING FENCING TO BE MODIFIED AS REQUIRED TO
ACCOMMODATE NEW CONFIGURATION. EXISTING INFRASTRUCTURE
PIPING MOUNTED ON FENCE TO BE REMOVED. EXISTING WIRING TO
BE RELOCATED TO UNDERGROUND INFRASTRUCTURE. REFER TO
ELECTRICAL SITE DRAWINGS FOR MORE INFORMATION.
4 DEMOLISH VERTICAL METAL PANEL FASCIA, TYPICAL.
5 DEMOLISH ALUMINUM GUTTERS AND DOWNSPOUTS WITH
ASSOCIATED COMPONENTS / ACCESSORIES, TYPICAL.
6 DEMOLISH EXTERIOR ALUMINUM WINDOW SYSTEM WITH
ASSOCIATED COMPONENTS / ACCESSORIES, TYPICAL.
7 DEMOLISH EIFS EXTERIOR WALL SYSTEM OVER REINFORCED CMU
WALL, TYPICAL.
8 DEMOLISH ALUMINIM STAIR SYSTEM WITH ALL ASSOCIATED
COMPONENTS / ACCESSORIES, TYPICAL.
9 DEMOLISH EXTERIOR GLAZED ALUMINUM ENTRANCE DOOR WITH ALL
ASSOCIATED COMPONENTS / ACCESSORIES, TYPICAL.
10 DEMOLISH CONCRETE CANOPY OVER ENTRY DOOR, TYPICAL.
11 EXISTING TELECOMMUNICATIONS CONDUIT SUPPORTING SECURITY
SYSTEMS ALONG RESTRICTED AREA FENCE. INFRASTRUCTURE TO
BE RECONFIGURED TO BE UNDERGROUND INFRASTRUCTURE.
REFER TO CIVIL FOR MODIFICATIONS TO THE RESTRICTED AREA
FENCE CONFIGURATION. REFER TO TELECOMMUNICATIONS
DRAWINGS FOR TELECOMMUNICATIONS SITE INFRASTRUCTURE.
12 EXISTING RESTRICTED AREA FENCE TO REMAIN. MODIFICATION TO
THE EXISTING CONFIGURATION SHOWN ON CIVIL DRAWINGS.
13 DEMOLISH ROOF MOUNTED MECHANICAL EQIUPMENT WITH ALL
ASSOICATED COMPONENTS / ACCESSORIES, TYPICAL.
14 DEMOLISH EXTERIOR ALUMINUM LOUVER, TYPICAL.
15 DEMOLISH ELECTRICAL EQUIPMENT TO APPROPRIATE ORIGIN POINT
AS PROVIDED BY THE SITE ELECTRICAL DEMOLITION DRAWINGS.
REFER TO "E" SERIES SHEETS FOR ELECTRICAL INFORMATION.
16 REFER TO CIVIL DRAWINGS FOR SITE DEMOLITION INFORMATION,
TYPICAL.
17 DEMOLISH EXTERIOR STEEL DOUBLE DOOR, TYPICAL.
18 TYPICAL FOR ALL TOILET ROOMS, JANITOR CLOSETS, BREAKROOMS,
AND KITCHENS. ALL ASSOCIATED FIXTURES AND COMPONENTS TO
BE DEMOLISHED.
19 DEMOLISH ALL MECHANICAL, ELECTRICAL, PLUMBING, FIRE
PROTECTION, AND TELECOMMUNICATIONS BUILDNG SYSTEMS.
INCLUDE ALL ASSOCIATED COMPONENTS AND ACCESSORIES
OUTSIDE OF THE MECHANICAL ROOM FOOTPRINT.
T O
R O
O F
P E
A K
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
UP
1 6
A
3 4
B
C
2 53.4 3.6
1/
2"
'-9
/2
'-0
'-9
/2
1/
2"
8 1/2" 19'-3 1/2" 19'-3 1/2" 10'-6" 10'-5" 10'-6" 19'-3 1/2" 19'-3 1/2" 8 1/2"
8 1/2"8 1/2"
'-6
1/ 2"
1/
2"
'-3
/2
110'-0"
'-0
OFFICE OFFICE
OFFICE OFFICE
OFFICE
WORK AREA
TOILET
TOILET
OFFICE
OFFICE OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
WORK AREA
OFFICE OFFICE
OFFICE
ROOF BELOW
D1/NAD102
D4/NAD102
D2/NAD102
D
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D
JC
D /N
A D
D2/NAD101
D3/NAD101
TOILET
TOILET
KEY NOTES 00
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B
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K
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AR93022
ENGINEERS + SURVEYORS
SHEET NOTES:
NOTES:
0 5'
1/8" = 1'-0" GRAPHIC SCALE
10' 20' 30'
1 2 3 4 5
3 4 5
D
C
B
A
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
D E
P A
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M E
N T
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T H
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FP ENGINEER
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
A/E INFO
SEAL
S Y
M D
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C R
IP
T
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N
D A
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A P
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1363603
DRAWFORM REVISION: 25 AUGUST 2020
NOTE:
IF THIS DRAWING IS LESS THAN 34" X 22"
IT IS A REDUCED SIZE DRAWING
D
C
B
A
1 2
KTB / RLH
Approved by J. Scott Roberts, Asset Management Branch Head &
Supervisory Facility Planner, PWD
Beaufort, SC via email.
CGM
EJA
DSN
12/15/2022
A ut od es k D oc s:
//2
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LA
N , S
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D F
LO
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R A
LL
NAD102
EAD MEC BKH
12859345
A REFER TO SHEET AS001 FOR ARCHITECTURAL ABBREVIATIONS AND SYMBOLS.
B DRAWINGS ARE REPRESENTATIVE OF THE LAYOUT, SIZE AND CONSTRUCTION
OF BUILDINGS TO BE DEMOLISHED. VERIFY THE ACTUAL CONDITION AND
COMPOSITION OF BUILDING TO BE DEMOLISHED.
C REFER TO CIVIL DRAWINGS FOR LIMITS OF DEMOLITION. MAINTAIN CLEAR,
COMPLETE AND SAFE ACCESS FOR GOVERNMENT PERSONNEL TO ALL
BUILDINGS SCHEDULED TO REMAIN OR TO RECEIVE PHASED DEMOLITION.
D PROTECT EXISTING UTILITIES OR REPAIR AS NEEDED FOR NEW
CONSTRUCTION.
E DEMOLITION WORK IS TO BE DONE IN ADHERENCE TO THE OWNER'S
REQUIREMENTS FOR TIME AND DURATION OF HEAVY NOISE.
F DEMOLISH ALL EXISTING MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS,
PLUMBING SYSTEMS,TELECOMMUNICATION SYSTEMS AND ALL ASSOCIATED
ACCESSORIES AND INFRASTRUCTURE FOR ALL EXISTING BUILDINGS
SCHEDULED TO BE DEMOLISHED.
G PROTECT ALL ADJACENT EXISTING BUILDINGS AND INFRASTRUCTURE NOT
SCHEDULED FOR DEMOLITION FROM DAMAGE AND MUST, AT THEIR EXPENSE,
RESTORE TO ORIGINAL CONDITION ANY AREAS OR FINISHES DAMAGED BY
THEIR WORK.
H ITEMS TO BE DEMOLISHED ARE INDICATED BY DASHED LINES, UNLESS
OTHERWISE NOTED.
I REFER TO THE REMAINDER OF THE "AD" SERIES DRAWINGS FOR DEMOLITION
OF OTHER BUILDINGS WITHIN THE PROJECT SCOPE.
J IF PRESENT PILE CAPS ARE TO BE REMOVED, PILES ARE TO REMAIN IN PLACE
EXCEPT WHERE REMOVAL OR PARTIAL REMOVAL IS REQUIRED BY NEW
CONSTRUCTION.DISPOSE OF CREOSOTE TIMBER PILES AS SPECIAL WASTE.
K EXISTING BUILDING DESCRIPTION: (THE INFORMATION PROVIDED FOR THE
EXISTING CONDITIONS ARE FOR OVERALL REFERENCE AND WILL BE
CONFIRMED PRIOR TO ANY REMOVAL AND DEMOLITION. THE INTENT OF THE
WORK IS TO REMOVE BUILDING 414 AND ALL COMPONENTS UNLESS
OTHERWISE NOTED IN PREPARATION FOR THE WORK RELATED TO THE
HANGAR, OSF, AND PARKING GARAGE.)
1/8" = 1'-0" A1
SECOND FLOOR OVERALL DEMOLITION PLAN
1. ROOF: STANDING SEAM METAL ROOF OVER AIR BARRIER, PROTECTION
BOARD AND ROOF INSULATION ON STEEL DECK AND STEEL FRAMING.
2. EXTERIOR WALLS: EIFS EXTERIOR WALL SYSTEM OVER REINFORCED
CONCRETE MASONRY UNITS. INTERIOR SIDE OF EXTERIOR WALL IS
UNFURRED, EXPOSED CMU PAINTED SURFACE WITH NO EXTERIOR WALL
INSULATION. WINDOW OPENINGS HAVE PRECAST SILLS.
3. BUILDING HEIGHTS: HEIGHT TO THE TOP OF ROOF EAVE = +/-28' - 8" TO
ROOF PEAK.
4. EXTERIOR DOORS: STEEL DOOR PANELS ON HOLLOW METAL FRAME
5. ROOF DRAINAGE: ALUMINUM GUTTERS AND DOWNSPOUTS
6. WINDOWS: ALUMINUM FRAMED SYSTEM WITH INSULATED GLAZED
SYSTEM.
7. LOUVERS: ALUMINUM HORIZONTAL FIN TYPE.
8. INTERIOR PARTITIONS: ALL PRIMARY INTERIOR WALL ARE EXPOSED
CONCRETE MASONRY UNITS, PAINTED, WITH 6 INCH VINYL BASE. SOME
INTERNAL OFFICES HAVE PAINTED GYPSUM BOARD ON METAL STUD
FRAMING WITH 6 INCH VINYL BASE.
9. INTERIOR DOORS: HOLLOW METAL FRAME AND WOOD DOOR PANELS.
10. CEILINGS: ACOUSTICAL CEILING TILES AND GYPSUM BOARD ON METAL
FRAME WITH INSULATION ABOVE.
11. GROUND LEVEL: CONCRETE FLOOR ON PILE STRUCTURE ; UPPER LEVEL
FLOORS: COMPOSITE CONCRETE FLOOR ON STEEL FRAME. TPYICAL
FINISHES ON ALL FLOORS AS FOLLOWS: CORRIDORS - VINYL TYPE;
OFFICES AND COMMON AREAS - CARPET TILE; WET AREAS - CERAMIC
TILE; SPECIALTY AREAS - WOOD VINYL PLANKS. INCLUDE ALL
MISCELLENEOUS GROUND LEVEL TRENCHES, SUMPS, AND MISC.
SUBFLOORING THAT MAY NOT BE INCLUDED IN THESE DESCRIPTIONS
THAT CONTRACT HAS TO CONFIRM.
12. STRUCTURAL SYSTEM: STEEL COLUMNS AND BEAMS
13. FOUNDATION: 4 INCH CONCRETE SLAB ON GRADE BEAMS / PILE CAPS AND
PIERS. REFER TO VOLUME 1, SHEET S-001, PILE DRIVEN NOTE #10, FOR
EXISTING PILE DEMOLITION NOTES.
14. ELECTRICAL SYSTEM: EMERGENCY AND NORMAL DISTRIBUTION
SYSTEMS.
15. MECHANICAL SYSTEM: AIR HANDLING UNITS, RETURN FANS, EXHAUST
FANS, DUCT SYSTEMS, WATER COOLED CHILLERS, COOLING TOWER
PUMPS, PIPING SYSTEMS, MISC. SPLIT-SYSTEMS, STEAM BOILERS,
CONDENSATE EQUIPMENT, STEAM/HOT WATER HEAT EXCHANGERS,
PUMPS, PIPING.
16. PLUMBING SYSTEM: BACKFLOWS, SANITARY WASTE & VENT SYSTEMS,
PIPING ASSOCIATED WITH COLD WATER, HOT WATER, HOT WATER
RETURN AND COMPRESSED AIR. PLUMBING FIXTURES AND ASSOCIATED
FLOOR DRAINS, WATER CLOSETS, LAVATORIES, SHOWERS, HOSE BIBS,
WALL HYDRANTS, AND EMERGENCY SHOWERS.
17. FIRE PROTECTION SYSTEM: FIRE PUMP, SPRINKLER SYSTEMS,
STANDPIPES, AND FIRE ALARM SYSTEM..
18. COMMUNICATION SYSTEM: COMPLETE STRUCTURED VOICE AND DATA
SYSTEM WITH CAT 6 HORIZONTAL COPPER CABLES, BACKBONE FIBER
OPTIC CABLES AND BACKBONE COPPER CABLES, AND TELEPHONE
SWITCH.N
PLAN
NORTH
NOT TO SCALE
D1
EXST. PHOTO 04
NOT TO SCALE
D2
EXST. PHOTO 05
NOT TO SCALE
D3
EXST. PHOTO 06
NOT TO SCALE
D4
EXST. PHOTO 07
1 DEMOLISH INTERIOR CONCRETE STAIR WITH RUBBER SHEET FLOOR
TREAD AND RISER.
2 DEMOLISH ALUMINUM STAIR GUARDRAILS AND HANDRAILS WITH ALL
ASSOCIATED COMPONENTS AND ACCESSORIES.
3 DEMOLISH VCT FLOORING.
4 DEMOLISH INTERIOR CMU WALL WITH 6 INCH RUBBER BASE.
5 DEMOLISH INTERIOR ACT CEILING WITH ALL ASSOCIATED COMPONENTS
/ ACCESSORIES.
6 DEMOLISH INTERIOR FLOURESCENT CEILING MOUNTED LIGHTS.
7 DEMOLISH INTERIOR SOLID WOOD DOORS AND STEEL DOOR FRAMES
WITH ASSOCIATED COMPONENTS, HARDWARE, AND ACCESSORIES.
8 DEMOLISH EIFS EXTERIOR WALL SYSTEM OVER REINFORCED CMU
WALL, TYPICAL.
9 DEMOLISH EXTERIOR ALUMINUM WINDOW SYSTEM WITH ASSOCIATED
COMPONENTS / ACCESSORIES, TYPICAL.
10 DEMOLISH ALL BUILDING FIRE PROTECTION SYSTEM WITH ALL
ASSOCIATED COMPONENTS AND ACCESSORIES.
11 DEMOLISH INTERIOR GYPSUM BOARD CEILING ON METAL FRAMING.
INCLUDE ALL CEILING MOUNTED EQUPMENT, ACCESSORIES, AND
COMPONENTS.
12 DEMOLISH INTERIOR GYPSUM BOARD WALL WITH 6 INCH RUBBER BASE.
INCLUDE ALL WALL MOUNTED EQUIPMENT, ACCESSORIES, AND
COMPONENTS.
13 DEMOLISH ALL MECHANICAL BUILDNG SYSTEMS. INCLUDE ALL
ASSOCIATED COMPONENTS AND ACCESSORIES.
14 DEMOLISH VINYL WOOD PLANK FLOORING.
15 ALL EXISTING FURNITURE TO BE REMOVED BY THE GOVERNMENT
PRIOR TO DEMOLITION. CONTRACTOR TO COORDINATE AND REVIEW
WITH THE GOVERNMENT, TYPICAL.
16 TYPICAL FOR ALL TOILET ROOMS, JANITOR CLOSETS, BREAKROOMS,
AND KITCHENS. ALL ASSOCIATED FIXTURES AND COMPONENTS TO BE
DEMOLISHED.
17 DEMOLISH ALUMINIM STAIR SYSTEM WITH ALL ASSOCIATED
COMPONENTS / ACCESSORIES, TYPICAL.
NOT TO SCALE
D6
EXST. PHOTO 08
M
O D
P
/2
M
O D
P
A N
D M
O D
P
/2
| DEMOLITION |
| AD100 - ARCHITECTURAL SITE PLAN, DEMOLITION |
| MAD101 - BLDG. 414 - DEMOLITION PLAN, GROUND FLOOR, OVERALL |
| MAD151 - BLDG. 414 - EXISTING PHOTOGRAPHS |
| MAD152 - BLDG. 414 - EXISTING PHOTOGRAPHS |
| MAD153 - BLDG. 414 - EXISTING PHOTOGRAPHS |
| NAD101 - BLDG. 727 - DEMOLITION PLAN, FIRST FLOOR, OVERALL |
| NAD102 - BLDG. 727 - DEMOLITION PLAN, SECOND FLOOR, OVERALL |
2025-11-05T15:40:00-0500
2025-11-05T15:40:59-0500
2025-11-05T15:41:00-0500
2025-11-05T15:41:00-0500
2025-11-05T15:41:00-0500
2025-11-05T15:41:00-0500
2025-11-05T15:41:01-0500
2025-11-21T20:48:43-0500
2025-11-21T20:49:51-0500
2025-11-21T20:48:49-0500
2025-11-21T20:48:48-0500
2025-11-21T20:48:48-0500
2025-11-21T20:48:47-0500
2025-11-21T20:48:46-0500
2025-11-21T20:48:45-0500
2025-11-21T20:49:52-0500
2025-11-21T20:49:54-0500
2025-11-21T20:49:55-0500
2025-11-21T20:49:55-0500
2025-11-21T20:49:56-0500
2025-11-21T20:49:57-0500
File details come from the government source that posted it. Updated .