7359292 DrawingsAsOne SIGNED.pdf
PDF 12 MB Posted
- Attached to
- Repair Flashing B4225
- Solicitation number
- N400857359292
About this file
These are architectural and engineering drawings for a repair flashing project at Marine Corps Air Station Cherry Point in North Carolina. The project involves a phased repair and reconstruction of exterior wall elements, specifically focusing on window and brick veneer areas in a multi-story building. The scope includes three primary phases:
Phase One involves selective demolition of brick veneer, interior cavity insulation, gypsum board soffits, window stools, and ceiling tiles to expose wall cavities and inspect wall conditions. Phase Two focuses on installing new through-wall flashings, with potential additional work depending on inspection results. Phase Three encompasses reconstruction, including reinstalling new brick veneer matched to existing texture and color, reinstalling concrete window sills, adding new window stools, replacing gypsum board, and restoring interior finishes. An optional Bid Option Two allows for potential steel lintel plate replacement. The project is being executed by Naval Facilities Engineering Command Midatlantic, with a documented completion date of January 13, 2025, and involves careful preservation and restoration of the building's exterior architectural elements.
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Other files
| File | Type | Posted |
|---|---|---|
| Amendment 0002 7359292.pdf | ||
| Amendment 0001 7359292.pdf | ||
| RFP 7359292.pdf | ||
| 7359292 SpecsAsOne SIGNED.pdf |
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Text version
MOREHEAD CITY
NEW BERN
JACKSONVILLE
GREENVILLE
WILMINGTON
ROCKY MOUNT
MARINE CORPS AIR STATION
CHERRY POINT, NC
NC
VA
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7357364
REPAIR FLASHING
B4225
MARINE CORPS AIR STATION
CHERRY POINT, N.C.
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DETAIL BUBBLE
& CALLOUT
INTERIOR ELEVATION
CALLOUT
ELEVATION TAG
SECTION TAG
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ROOM NAME
0 4' 8' 16'8'
GRAPHIC SCALE: 1/8"=1'-0"
KEYED DEMOLITION NOTE
KEYED CONSTRUCTION NOTE
ROOM NAME & NUMBER TAG
DOOR NUMBER TAG
GRAPHIC SCALE
COLUMN GRID
25'-9"
25'-9"
DIMENSION BETWEEN FACES OF ELEMENTS
DIMENSION BETWEEN CENTERLINES OF
ELEMENTS
SYMBOL LEGEND
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LIST OF ABBREVIATIONS
AC AIR CONDITIONING
AB ANCHOR BOLT
ADA AMERICANS WITH DISABILITIES ACT
ABA ARCHITECTURAL BARRIERS ACT
AFF ABOVE FINISH FLOOR
AHJ AUTHORITY HAVING JURISDICTION
AHU AIR HANDLING UNIT
ALUM ALUMINUM
ALT ALTERNATE
ATC ACOUSTICAL TILE CEILING
AUX AUXILIARY
BD BOARD
BLDG BUILDING
BRG BEARING
CFM CUBIC FEET PER MINUTE
CI CURB INLET / CAST IRON
CL CENTER LINE
CLG CEILING
CM CENTIMETER
COL COLUMN
CONC CONCRETE
CPT CARPET
CY CUBIC YARD
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DL DEAD LOAD
DN DOWN
DS DOWNSPOUT
DWG DRAWING
EA EACH / EXHAUST AIR
ELEV ELEVATION, ELEVATOR
ELEC ELECTRIC(AL)
EQ EQUAL
EQUP EQUIPMENT
EW EACH WAY
EX EXHAUST
EXTG EXISTING
EXT EXTERIOR
FA FIRE ALARM
FCU FAN COIL UNIT
FD FLOOR DRAIN
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FIN FINISH
FIXT FIXTURE
FLR FLOOR
FT FEET
GA GAGE
GALV GALVANIZED
GPM GALLONS PER MINUTE
GYP BD GYPSUM WALLBOARD
GYP GYPSUM
HB HOSE BIBB
HM HOLLOW METAL
ID INSIDE DIAMETER
IN INCH
INSUL INSULATION
INT INTERIOR
JT JOINT
LAV LAVATORY
LF LINEAR FEET
LL LIVE LOAD
LVT LUXURY VINYL TILE
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MO MASONRY OPENING
NEC NATIONAL ELECTRICAL CODE
NIC NOT IN CONTRACT
NO NUMBER
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OC ON CENTER
OPG OPENING
PLYWD PLYWOOD
PR PAIR
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
QT QUARRY TILE
RB RESILIENT BASE
RD ROOF DRAIN
REQ REQUIRED
RM ROOM
RO ROUGH OPENING
ROW RIGHT OF WAY
SHT SHEET
SIM SIMILAR
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TLT TOILET
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TYP TYPICAL
UH UNIT HEATER
UNO UNLESS NOTED OTHERWISE
VAV VARIABLE AIR VOLUME
VCT VINYL COMPOSITION TILE
W/ WITH
WD WOOD
WH WATER HEATER
GENERAL CONSTRUCTION NOTES
1. ASBESTOS MATERIAL AND LEAD-BASED PAINT TESTING HAS BEEN PERFORMED ON EXISTING AREAS OF WORK.
SEE THE SPECIFICATION FOR THE "REPORT OF ASBESTOS AND LEAD BASED PAINT SURVEY" FOR MATERIALS TESTED, TESTING RESULTS AND SPECIFIC AREAS CONTAINING HAZARDOUS MATERIALS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE STANDARD OF CARE REGARDING THE HANDLING AND DISPOSAL OF ANY MATERIALS FOUND TO BE HAZARDOUS AND THE PROTECTION OF ALL PERSONS FROM EXPOSURE.
APPLY TO THIS SHEET ONLY
PHASING NOTES AND DESCRIPTION
PHASE ONE DEMOLITION INCLUDES BUT IS NOT LIMITED TO REMOVAL OF EXISTING BRICK VENEER, CAST SILLS WHERE INDICATED, INTERIOR CAVITY INSULATION, EXISTING DETERIORATED GYPSUM BOARD SOFFITS/BULKHEADS AT WINDOWS, EXISTING DETERIORATED WOOD WINDOW STOOLS AT WINDOWS, EXISTING CEILING TILE AND GRID, ETC. (ALL ITEMS AS DESCRIBED IN THE CONTRACT DOCUMENTS) FOR THE
FOLLOWING PURPOSES:
1. EXPOSE THE EXTERIOR WALL CAVITY TO THE FACE OF THE EXISTING CMU BACKUP WALL, FOR
INSPECTION OF WALL CONDITION AND WEATHERTIGHTNESS;
2. EXPOSE THE EXISTING THROUGH-WALL FLASHINGS AT EXISTING WINDOW HEADS FOR INSPECTION
OF CONDITION AND WEATHERTIGHTNESS;
3. DEMOLISH ALL DETERIORATED INTERIOR FINSHES (GYPSUM BOARD SOFFITS/BULKHEADS, AND
WOOD WINDOW STOOLS) PREVIOUSLY DAMAGED BY WATER INTRUSION.
EXISTING BRICK VENEER TIES ARE TO REMAIN IN THE CAVITY FOR LATER RE-USE; THEIR EXACT TYPE AND CONDITION ARE UNKNOWN. CONTRACT DOCUMENTS DISTINGUISH BETWEEN ITEMS DEMOLISHED AND
THOSE REMOVED FOR LATER REINSTALLATION.
ONCE PHASE ONE DEMOLITION IS COMPLETED, THE WORK BY THE KTR IS THEREBY PAUSED FOR AN
INSPECTION BY THE ARCHITECT, STRUCTURAL ENGINEER, AND FRCE/FEAD GOVERNMENT
REPRESENTATIVES (WITH KTR PRESENT). IF THE INSPECTION AND RELATED DISCUSSION REVEALS CONDITIONS THAT REQUIRE A CHANGE IN THE DEFINED SCOPE OF REPAIRS, THE APPROPRIATE CONTRACT REMEDIES WILL BE DETERMINED AND ENACTED. IF NOT, THE WORK AS DEFINED WILL CONTINUE.
PHASE ONE DEMOLITION:
DEMOLISH EXISTING THROUGH-WALL FLASHINGS WHERE INDICATED, IN PREPARATION FOR PROVISION (FURNISH AND INSTALL AS DETAILED) OF NEW THROUGH-WALL FLASHINGS, INCLUDING SATISFACTORY LAPS, END DAMS, ETC. AS DETAILED AND DESCRIBED.
PRIOR TO COMMENCEMENT OF PHASE THREE RECONSTRUCTION, A DETERMINATION BY THE GOVERNMENT WILL BE MADE AS TO WHETHER OR NOT BID OPTION TWO (LINTEL PLATE REPLACEMENT) IS ACCEPTED. IF ACCEPTED, DISASSEMBLY AND LATER REINSTALLATION OF EXISTING WINDOW(S) MUST ALSO OCCUR.
PHASE TWO DEMOLITION:
PROVISION (FURNISHING AND INSTALLATION AS DETAILED) OF NEW THROUGH-WALL FLASHINGS WHERE INDICATED, INCLUDING SATISFACTORY LAPS, END DAMS, ETC. AS DETAILED AND DESCRIBED IN THE CONTRACT DOCUMENTS. WHEN FLASHING INSTALLATION IS DETERMINED COMPLETE BY KTR, THE WORK IS AGAIN THEREBY PAUSED FOR FOR AN INSPECTION BY THE ARCHITECT, STRUCTURAL ENGINEER, AND
FRCE/FEAD GOVERNMENT REPRESENTATIVES (WITH KTR PRESENT).
NOTE: PHASE THREE WILL NOT RE-COMMENCE UNTIL THE THROUGH-WALL FLASHING INSTALLATION IS
DETERMINED BY GOVERNMENT REPRESENTATIVES TO BE IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS AND THEREBY APPROVED.
ONCE RE-COMMENCED, PHASE THREE CONTINUES WITH RECONSTRUCTION WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS TO RETURN THE BUILDING TO ORIGINAL APPEARANCE, INCLUDING BUT NOT LIMITED
TO THE FOLLOWING:
1. RIGID BOARD CAVITY INSULATION AS SPECIFIED;
2. NEW BRICK VENEER SELECTED TO MATCH EXISTING IN TEXTURE, COLOR AND MODULAR SIZE (NOTE
THAT BRICK AND SAMPLES REQUIRE SUBMITTAL FOR GOVERNMENT APPROVAL PRIOR TO
PURCHASE AND INSTALLATION);
3. REINSTALLATION OF EXISTING CONCRETE PRECAST WINDOW SILLS WHERE PREVIOUSLY REMOVED AND STORED FOR REINSTALLATION, INCLUDING NEW BELOW-SILL THROUGH-WALL FLASHINGS AS
DETAILED;
4. NOTED SEALANT JOINTS AT ALL EDGES OF NEW BRICK INSTALLATION AREAS, AT PERIMETER EDGES
OF EACH WINDOW INSTALLATION, AND NOTED BASE SEALANT CONDITION AT BOTTOM OF FIRST
FLOOR CURTAIN WALL;
5. NEW WOOD WINDOW STOOLS, INCLUDING FINISHES AS DETAILED AND DESCRIBED;
6. NEW GYPSUM BOARD SOFFIT AND BULKHEAD, INCLUDING PRESERVATIVE TREATED BLOCKING AND ATTACHMENT AND GYPSUM BOARD FINISHES AS DETAILED AND DESCRIBED, WHERE EXISTING WERE
PREVIOUSLY REMOVED.
7. REINSTALLATION OF EXISTING PREVIOUSLY REMOVED CEILING GRID AND TILES TO RESTORE
INTERIOR TO FINISHED CONDITION.
PHASE THREE RECONSTRUCTION:
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BRICK VENEER -
SEE ARCH.
CONT. PL 3/8"x1'-1" PLATE -
HOLD BACK 1/2" FROM
MASONRY OPENING EA. END
1/4" 3-12
EXISTING GIRT
EXISTING 8" CMU
EXISTING CMU
BOND BEAM
CEILING -
SEE ARCH
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BEAM AS REQUIRED
AFTER INSTALLING PLATE
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BEAM TO REMAIN
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k-de kaydos-daniels engineers, pllc
400-201 w morgan st T 919 828 4966 raleigh nc 27603 F 919 828 4967 nc firm license #P-0279
SEAL
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LUCAS G. A. GE
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A5 KEY PLAN: B4225
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I. DESIGN CRITERIA:
1. BUILDING CODES.....................2021 IBC "INTERNATIONAL BUILDING CODE"
UFC 1-200-01, CHANGE 3, 26 FEBRUARY 2024 "DOD BUILDING CODE"
UFC 3-301-01, CHANGE 1, 02 OCTOBER 2023 "STRUCTURAL ENGINEERING"
UFC 4-010-01, CHANGE 2, 30 JULY 2022, "MINIMUM ANTI-TERRORISM
STANDARDS FOR BUILDINGS"
2. BUILDING OCCUPANCY CATEGORY.......................................... II
3. SUPERIMPOSED DEAD LOADS:
a)MISCELLANEOUS.................................................. 20 PSF
4. SNOW:
a)GROUND SNOW LOAD .............................................. 10 PSF b)FLAT ROOF SNOW LOAD............................................ 10 PSF c)SNOW EXPOSURE FACTOR, Ce ......................................... 1.0 d)IMPORTANCE FACTOR, Is ........................................... 1.0 e)THERMAL FACTOR, Ct................................................ 1.0
6. WIND:
a)BASIC WIND SPEED (3 SECOND GUST) ............................. 139 MPH b)WIND EXPOSURE CATEGORY.............................................. B c)RISK CATEGORY .................................................... II d)INTERNAL PRESSURE COEFFICIENT................................ +/- 0.18
7. SEISMIC:
a)SITE CLASS.......................................................... D b)IMPORTANCE FACTOR, Ie............................................. 1.0 c)MAPPED SPECTRAL RESPONSE ACCELERATION, Ss .................... 0.095 G d)ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, ............. 0.048 G e)SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT, SDS .............. 0.102 G f)ONE SEC PERIOD SPECTRAL RESPONSE COEFFICIENT, SD1............. 0.077 G g)SEISMIC DESIGN CATEGORY............................................. B h)BASIC SEISMIC FORCE RESISTING SYSTEM................ EXISTING BUILDING
II. STRUCTURAL STEEL:
1. ALL MISCELLANEOUS STRUCTURAL STEEL MUST CONFORM TO ASTM A36, FY=36 KSI,
UNLESS NOTED OTHERWISE.
2. NO CHANGE IN SIZE OR POSITION OF THE STRUCTURAL MEMBERS MUST BE MADE
WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER. HOLES, SLOTS, CUTS,
ETC., ARE NOT PERMITTED THROUGH ANY MEMBER UNLESS THEY ARE DETAILED ON
THE APPROVED SHOP DRAWINGS.
3. SPLICING OF STRUCTURAL STEEL MEMBERS, WHERE NOT DETAILED, IS PROHIBITED
WITHOUT WRITTEN APPROVAL OF THE CONTRACTING OFFICER.
4. ALL WELDS MUST CONFORM TO AWS D1.1, SERIES E70XX
III. MISCELLANEOUS:
1. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL DRAWINGS.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH REQUIREMENTS INTO THEIR
SHOP DRAWINGS AND WORK.
2. NO OPENING MAY BE MADE IN ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL
OF THE CONTRACTING OFFICER.
3. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS MAY BE MADE WITHOUT
WRITTEN APPROVAL OF THE CONTRACTING OFFICER.
4. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION
LOADS APPLIED TO THE STRUCTURAL FRAMING. CONSTRUCTION LOADS MUST NOT
EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE
APPLIED.
5. FIRE PROOFING METHODS AND MATERIALS FOR STRUCTURAL MEMBERS ARE NOT SHOWN
ON STRUCTURAL DRAWINGS, UNLESS NOTED OTHERWISE. REFER TO ARCHITECTURAL
DRAWINGS FOR FIRE PROOFING METHODS AND MATERIALS.
6. DO NOT SCALE THESE DRAWINGS; USE DIMENSIONS.
BID OPTION TWO
STEEL LINTEL PLATE REPLACEMENT
SEE ARCH. DRAWINGS FOR POTENTIAL LOCATIONS
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E
LOBBY
A.7
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ELEV. MACHINE
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STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
13 JAN 2025
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NEW
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A5 KEY PLAN: B4225
SCALE: 1"=100' N
0 50' 100' 200'100'
GRAPHIC SCALE: 1"=100'
150'
0 2' 4' 8'4'
GRAPHIC SCALE: 1/4"=1'-0"
B3 PARTIAL FIRST FLOOR PLAN
SCALE: 1/4"=1'-0"
N
18'-0" 22'-0" 15'-8" 2'-4" 19'-8" 2'-4"
18'-0"22'-0" 15'-8"2'-4"19'-8"2'-4"
30'-0" 2'-4"2'-4" 27'-8"
6'- 4" 7'-
0"
1'- 6"
1'- 6"
A5
AD302
PHASE TWO
DEMOLITION
A1
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DEMOLITION
NO WORK THIS AREA OF WALL, FIRST FLOORNO WORK THIS AREA OF WALL, FIRST FLOORNO WORK THIS AREA OF WALL, FIRST FLOOR
PHASE(S) ONE & TWO DEMOLITION
NOTE: DEMOLITION DESCRIBED IN THE REFERENCED
WALL SECTIONS OCCURS PRIMARILY IN THE PLAN
AREA ABOVE THE WINDOWS, THIS AREA
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B
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UPPER LOBBY
OFFICE CUBICLESBREAK ROOMCUBICLES OFFICE
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7357364
M A.
P.
STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
13 JAN 2025
DE A CHI
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CAH R
T C
OHJ
NE
A D
R D
NSON
RE
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NC
NEW
NREB
III
DIGITAL FINAL
A5 KEY PLAN: B4225
SCALE: 1"=100' N
0 50' 100' 200'100'
GRAPHIC SCALE: 1"=100'
150'
0 2' 4' 8'4'
GRAPHIC SCALE: 1/4"=1'-0"
C5
AD302
B3 PARTIAL SECOND FLOOR PLAN
SCALE: 1/4"=1'-0"
N
18'-0" 22'-0"30'-0"18'-0"22'-0" 15'-8" 2'-4" 19'-8" 2'-4"15'-8"2'-4"19'-8"2'-4"
C5
AD302
2'-4"2'-4" 27'-8"
± 1 '-1
7'- 2"
C5
AD302
C5
AD302
PHASE(S) ONE & TWO DEMOLITION
A3
AD301
A3
AD301
PHASE ONE
DEMOLITION
PHASE ONE
DEMOLITION
PHASE TWO
DEMOLITION
PHASE TWO
DEMOLITION
A3
AD301
A3
AD301
PHASE ONE
DEMOLITION
PHASE TWO
DEMOLITION
PHASE ONE
DEMOLITION
PHASE TWO
DEMOLITION
NOTE: DEMOLITION DESCRIBED IN THE REFERENCED
WALL SECTIONS OCCURS IN THE PLAN AREA ABOVE
THE WINDOWS, THIS AREA
NOTE: DEMOLITION DESCRIBED IN THE REFERENCED
WALL SECTIONS OCCURS IN THE PLAN AREA ABOVE
THE WINDOWS, THIS AREA
NOTE: DEMOLITION DESCRIBED IN THE REFERENCED
WALL SECTIONS OCCURS IN THE PLAN AREA ABOVE
THE WINDOWS, THIS AREA
NOTE: DEMOLITION DESCRIBED IN THE REFERENCED
WALL SECTIONS OCCURS IN THE PLAN AREA ABOVE
THE WINDOWS, THIS AREA
AR
EA
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OR
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NO WORK THIS AREA OF WALL, SECOND FLOOR
B3
AD201
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DES
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SYM
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DESCRIPTION
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EPROJECT NO.
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NAVAL STATION - NORFOLK, VA
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HAZARDOUS GAS SYSTEM ALARM STATION ABOVE:
AMBER STROBE - WARNING
RED STROBE & HORN - EVACUATE
NAVAL ENGINE AIRFOIL CENTER
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7357364
M A.
P.
STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
13 JAN 2025
DE A CHI
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N O
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CAH R
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OHJ
NE
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NC
NEW
NREB
III
DIGITAL FINAL
0 2' 4' 8'4'
GRAPHIC SCALE: 1/4"=1'-0"
B3 PARTIAL EXTERIOR ELEVATION
SCALE: 1/4"=1'-0"
A1
AD301
A3
AD301
C5
AD302
PHASE ONE
DEMOLITION
PHASE TWO
DEMOLITION
A5
AD302
PHASE TWO
DEMOLITION
PHASE ONE
DEMOLITION
A3
AD301
C5
AD302
PHASE ONE
DEMOLITION
PHASE TWO
DEMOLITION
A3
AD301
C5
AD302
PHASE ONE
DEMOLITION
PHASE TWO
DEMOLITION
A3
AD301
C5
AD302
PHASE ONE
DEMOLITION
PHASE TWO
DEMOLITION
± 40'-0"± 40'-0"
± 15'-8"
± 9 '-3
± 1
1'- 4"
± 1 1'-
4" AREA OF BRICK VENEER DEMOLITION AS
DESCRIBED IN DEMOLITION WALL SECTIONS
AREA OF BRICK VENEER
DEMOLITION AS DESCRIBED IN
DEMOLITION WALL SECTIONS
AREA OF BRICK VENEER DEMOLITION AS
DESCRIBED IN DEMOLITION WALL SECTIONS
PHASE(S) ONE & TWO DEMOLITION
LIN
E O
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BR
IC
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CO
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RO
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: D
EM
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AN
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BA
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KEYED DEMOLITION NOTES
EXISTING EXTERIOR WALL MOUNTED ALARM DEVICE AND SIGNAGE: TEMPORARILY REMOVE
FROM WALL FACE TO FACILITATE BRICK VENEER DEMOLITION: DEVICE MUST REMAIN WIRED
AND USABLE DURING CONTRACT PERIOD W/ SIGN REMAINING VISIBLE. EXTEND WIRING AND
MOUNT SIGN AND DEVICE ON A TEMPORARY 4x4 WOOD SIGN POST: COORDINATE LOCATION
WITH CONTRACTING OFFICER IN CHARGE OF CONSTRUCTION.
CUT OUT AND REMOVE EXISTING SEALANT AND BACKER ROD AT JOINT BETWEEN ALUMINUM
CURTAIN WALL BASE FRAMING AND CONCRETE SLAB, ENTIRE LENGTH.
AS BID OPTION ONE, DEMOLISH INDICATED EXISTING INSULATED GLAZING PANE WITH
FAILED PERIMETER SEAL IN PREPARATION FOR REPLACEMENT. EXISTING ALUMINUM
FRAMED WINDOWS TO REMAIN.
CUT OUT AND REMOVE EXISTING SEALANT AND BACKER ROD AT JOINT BETWEEN ALUMINUM
WINDOW FRAMING AND ADJACENT MASONRY, ENTIRE PERIMETER OF INDICATED ALUMINUM
WINDOW INSTALLATION.
APPLY TO THIS SHEET ONLY
EXISTING METAL PILASTER CAPS EACH SIDE
AND EXISTING METAL ROOF TO REMAIN
TYPICAL, ENTIRE
PERIMETER (+/- 42 LF)
TYPICAL, ENTIRE
PERIMETER (+/- 49 LF)
TYPICAL, ENTIRE
PERIMETER (+/- 42 LF)
TYPICAL, ENTIRE
PERIMETER (+/- 49 LF)
3 3 3 3
± 3 '-1
0"
± 2'-8"
± 4 '-4
± 2'-11"
± 4 '-4
± 2'-11"
± 3 '-1
0"
± 2'-8"
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RED STROBE & HORN - EVACUATE
NAVAL ENGINE AIRFOIL CENTER
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7357364
M A.
P.
STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
13 JAN 2025
DE A CHI
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N O
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CAH R
T C
OHJ
NE
A D
R D
NSON
RE
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NC
NEW
NREB
III
DIGITAL FINAL
0 2' 4' 8'4'
GRAPHIC SCALE: 1/4"=1'-0"
± 15'-8"
± 8 '-0
" 2
± 15'-8"
± 4 '-9
" 2
± 15'-8"
± 4 '-9
" 2
± 19'-8"
± 4 '-9
" 2
B3 PARTIAL EXTERIOR ELEVATION
SCALE: 1/4"=1'-0"
BID OPTION TWO
KEYED DEMOLITION NOTES
DEMOLISH PORTION OF EXISTING STEEL LINTEL IN PREPARATION FOR REPLACEMENT. SEE
DEMOLITION DETAIL(S) AS INDICATED.
TO ACCOMMODATE PARTIAL DEMOLITION OF LINTEL, DISASSEMBLE AND REMOVE EXISTING
ALUMINUM WINDOW SYSTEM FOR LATER REINSTALLATION. MARK AND PROPERLY STORE
ALL COMPONENTS FOR REASSEMBLY.
APPLY TO THIS SHEET ONLY - BID OPTION TWO
C3
AD302
C3
AD302
BID OPTION TWO
DEMOLITION
C3
AD302
C3
AD302
A3
AD302
BID OPTION TWO
DEMOLITION
± 19'-8"
± 4 '-9
" 2
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SYM
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DESCRIPTION
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DATE
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DRAWFORM REVISION: 10 MARCH 2009
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SATISFACTORY TO
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APPROVED
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ACTIVITY
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DATE
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FOR COMMANDER NAVFAC
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SEAL
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A/E INFO
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OF
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EPROJECT NO.
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IPT MARINE CORPS
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NAVAL STATION - NORFOLK, VA
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PM/DM
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BRANCH MANAGER
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7357364
M A.
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STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
13 JAN 2025
DE A CHI
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OHJ
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A D
R D
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NC
NEW
NREB
III
DIGITAL FINAL
DEMOLISH EXISTING GYPSUM
BOARD AND CONTINUOUS WOOD
BLOCKING AS INDICATED, ENTIRE
LENGTH ABOVE WINDOWS
DEMOLISH EXISTING BRICK VENEER AS
INDICATED FROM SOLDIER COURSE AT
WINDOW HEAD TO UNDERSIDE OF SILL ABOVE
DEMOLISH EXISTING RIGID BOARD INSULATION
IN CAVITY AS INDICATED TO EXPOSE CMU
BACKUP WALL
DEMOLISH EXISTING STAINED
WOOD WINDOW STOOL, INCLUDING
STAINED WOOD APRON TRIM PIECE
BELOW AS INDICATED
REMOVE EXISTING CONCRETE SILL AND
STORE FOR LATER REINSTALLATION: EXISTING
SILL FLASHING MUST REMAIN IN PLACE UNDER
THE EXISTING WINDOW FRAMING
DEMOLISH EXISTING BRICK VENEER AS
INDICATED FROM SOLDIER COURSE AT
WINDOW HEAD TO UNDERSIDE OF SILL ABOVE
DEMOLISH EXISTING RIGID BOARD INSULATION
IN CAVITY AS INDICATED TO EXPOSE CMU
BACKUP WALL
REMOVE PORTION OF EXISTING ACOUSTICAL TILE
CEILING GRID AND TILES TO FACILITATE
DEMOLITION AND REPAIR OF WINDOW HEAD
DEMOLISH EXISTING GYPSUM BOARD AND
CONTINUOUS WOOD BLOCKING AS INDICATED,
ENTIRE LENGTH ABOVE WINDOWS
DEMOLISH EXISTING BRICK VENEER AS
INDICATED FROM SOLDIER COURSE AT
WINDOW HEAD TO UNDERSIDE OF SILL ABOVE
DEMOLISH EXISTING RIGID BOARD INSULATION
IN CAVITY AS INDICATED TO EXPOSE CMU
BACKUP WALL
DEMOLISH EXISTING BRICK VENEER AS
INDICATED FROM SOLDIER COURSE AT
WINDOW HEAD TO UNDERSIDE OF SILL ABOVE
DEMOLISH EXISTING RIGID BOARD INSULATION
IN CAVITY AS INDICATED TO EXPOSE CMU
BACKUP WALL
A1 PARTIAL WALL SECTION
SCALE: 3/4"=1'-0" A3 PARTIAL WALL SECTION
SCALE: 3/4"=1'-0"
ENLARGEMENT: 1-1/2"=1'-0"
ENLARGEMENT: 1-1/2"=1'-0"
ENLARGEMENT: 1-1/2"=1'-0"
ENLARGEMENT: 1-1/2"=1'-0"
1' 6" 3" 0 1'
GRAPHIC SCALE: 1-1/2"=1'-0"
1' 0 1' 2' 3'
GRAPHIC SCALE: 3/4"=1'-0"
SECOND FLOOR
ELEVATIONFIRST FLOOR
ELEVATION
SECOND FLOOR
ELEVATION
8'- 0"
± 8 '-1
01 2"
'-0
" SO
LD
IER
± 7
'-7
C
OU
RS
ES
SO
LD
IER
REMOVE PORTION OF EXISTING
ACOUSTICAL TILE CEILING GRID AND
TILES TO FACILITATE DEMOLITION AND
REPAIR OF WINDOW HEAD
TOP OF WALL
ELEVATION
'-4
DO
UB
LE
SO
LD
IER
± 8 '-8
C
OU
RS
ES
DO
UB
LE
SO
LD
IER
PHASE ONE DEMOLITION:
FIRST FLOOR CONFERENCE ROOM WINDOW HEAD
PHASE ONE DEMOLITION:
SECOND FLOOR AREA WINDOW HEADS
NOTE: DO NOT DEMOLISH OR DAMAGE
EXISTING EMBEDDED VENEER REINFORCING
WIRES DURING BRICK VENEER DEMOLITION
NOTE: DO NOT DEMOLISH OR DAMAGE
EXISTING EMBEDDED VENEER REINFORCING
WIRES DURING BRICK VENEER DEMOLITION
EXISTING GYPSUM BOARD WALL
SURFACE TO REMAIN
DEMOLISH EXISTING SEALANT AND BACKER
ROD AT JOINT BETWEEN CURTAIN WALL
FRAMING AND CONCRETE SLAB, IN
PREPARATION FOR REPLACEMENT
ENLARGEMENT:
1-1/2"=1'-0"
NOTE: SEE PHASING NOTES AND DESCRIPTION SHEET G-002 NOTE: SEE PHASING NOTES AND DESCRIPTION SHEET G-002
NOTE: BEGIN BRICK DEMOLITION FROM THE
TOP DOWN, CONFIRMING THAT THE
CONCRETE FILL SHOWN (AS PER ORIGINAL
DRAWING SET) EXISTS FOR SUPPORT OF THE
ORIGINAL CONCRETE PARAPET CAP
DEMOLISH EXISTING BACKER ROD AND
SEALANT AT PERIMETER OF EXISTING
WINDOW FRAMING: SEE KEYED DEMOLITION
NOTE #4 SHEET AD201
REMOVE EXISTING WINDOW BLIND FROM
GYPSUM BOARD SOFFIT PRIOR TO SOFFIT
DEMOLITION: RETAIN HARDWARE AND MARK
BLINDS FOR LATER REINSTALLATION IN THE
SAME LOCATIONS
DEMOLISH EXISTING BACKER ROD AND
SEALANT AT PERIMETER OF EXISTING
WINDOW FRAMING: SEE KEYED DEMOLITION
NOTE #4 SHEET AD201
REMOVE EXISTING WINDOW BLIND FROM
GYPSUM BOARD SOFFIT PRIOR TO SOFFIT
DEMOLITION: RETAIN HARDWARE AND MARK
BLINDS FOR LATER REINSTALLATION IN THE
SAME LOCATIONS
DEMOLISH EXISTING BACKER ROD AND
SEALANT AT PERIMETER OF EXISTING
WINDOW FRAMING: SEE KEYED DEMOLITION
NOTE #4 SHEET AD201
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DES
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DRW
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SYM
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DESCRIPTION
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DATE
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APPR
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DRAWFORM REVISION: 10 MARCH 2009
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CHK
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SATISFACTORY TO
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APPROVED
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ACTIVITY
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DATE
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FOR COMMANDER NAVFAC
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SEAL
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A/E INFO
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OF
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EPROJECT NO.
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IPT MARINE CORPS
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NAVAL STATION - NORFOLK, VA
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1' 6" 3" 0 1'
GRAPHIC SCALE: 1-1/2"=1'-0"
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7357364
M A.
P.
STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
13 JAN 2025
DE A CHI
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N O
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CAH R
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OHJ
NE
A D
R D
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RE
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NC
NEW
NREB
III
DIGITAL FINAL
A5 PARTIAL WALL SECTION
SCALE: 1-1/2"=1'-0"
PHASE TWO DEMOLITION:
FIRST FLOOR CONFERENCE ROOM WINDOW HEAD
C5 PARTIAL WALL SECTION
SCALE: 1-1/2"=1'-0"
PHASE TWO DEMOLITION:
SECOND FLOOR AREA WINDOW HEADS
SUBSEQUENT TO PHASE ONE
INSPECTION, DEMOLISH EXISTING
THROUGH WALL FLASHING IN
PREPARATION FOR REPLACEMENT
SUBSEQUENT TO PHASE ONE
INSPECTION, DEMOLISH EXISTING
THROUGH WALL FLASHING IN
PREPARATION FOR REPLACEMENT
EXISTING BRICK VENEER BEYOND
EXISTING BRICK VENEER BEYOND
NOTE: SEE PHASING NOTES AND DESCRIPTION SHEET G-002
NOTE: SEE PHASING NOTES AND DESCRIPTION SHEET G-002
± 1'-0 1/2"
± 1'-0 1/2"
DEMOLISH EXISTING FLAT PLATE
PORTION OF LINTEL (SUPPORTING BRICK
VENEER): SEE STRUCTURAL DRAWING
SET FOR SPECIFIC DETAILING
DISASSEMBLE AND REMOVE EXISTING
ALUMINUM STOREFRONT SYSTEM FOR
LATER REINSTALLATION. MARK AND
PROPERLY STORE ALL COMPONENTS
FOR REASSEMBLY
EXISTING BRICK VENEER BEYOND
DEMOLISH EXISTING FLAT PLATE
PORTION OF LINTEL (SUPPORTING BRICK
VENEER): SEE STRUCTURAL DRAWING
SET FOR SPECIFIC DETAILING
DISASSEMBLE AND REMOVE EXISTING
ALUMINUM WINDOW SYSTEM FOR LATER
REINSTALLATION. MARK AND PROPERLY
STORE ALL COMPONENTS FOR
REASSEMBLY
EXISTING BRICK VENEER BEYOND
A3 PARTIAL WALL SECTION
SCALE: 1-1/2"=1'-0"
BID OPTION TWO
FIRST FLOOR CONFERENCE ROOM STOREFRONT
C3 PARTIAL WALL SECTION
SCALE: 1-1/2"=1'-0"
BID OPTION TWO
SECOND FLOOR AREA WINDOWS
NOTE: SEE PHASING NOTES AND DESCRIPTION SHEET G-002
NOTE: SEE PHASING NOTES AND DESCRIPTION SHEET G-002
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DES
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DRAWFORM REVISION: 10 MARCH 2009
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APPROVED
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DATE
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NAVAL STATION - NORFOLK, VA
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LOBBY
B
B.2 B.8
C
C.3
0.5
CONFERENCEBREAK ROOM
ELEV. MACHINE
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7357364
M A.
P.
STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
13 JAN 2025
DE A CHI
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CAH R
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OHJ
NE
A D
R D
NSON
RE
UE
NC
NEW
NREB
III
DIGITAL FINAL
A5 KEY PLAN: B4225
SCALE: 1"=100' N
0 50' 100' 200'100'
GRAPHIC SCALE: 1"=100'
150'
0 2' 4' 8'4'
GRAPHIC SCALE: 1/4"=1'-0"
B3 PARTIAL FIRST FLOOR PLAN
SCALE: 1/4"=1'-0"
N
18'-0" 22'-0" 15'-8" 2'-4" 19'-8" 2'-4"
18'-0"22'-0" 15'-8"2'-4"19'-8"2'-4"
30'-0" 2'-4"2'-4" 27'-8"
6'- 4" 7'-
0"
1'- 6"
1'- 6"
A1 A-301
PHASE THREE
RECONSTRUCTION
NO WORK THIS AREA OF WALL, FIRST FLOORNO WORK THIS AREA OF WALL, FIRST FLOORNO WORK THIS AREA OF WALL, FIRST FLOOR
PHASE THREE RECONSTRUCTION
NOTE: CONSTRUCTION DESCRIBED IN THE
REFERENCED WALL SECTIONS OCCURS PRIMARILY IN
THE PLAN AREA ABOVE THE WINDOWS, THIS AREA
AR
EA
O F W
OR
K
NO WORK THIS AREA OF WALL, FIRST FLOOR
B3 A-201
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DEPARTMENT OF THE NAVY
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SCALE:
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STA. PROJ. NO.
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SHEET
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DES
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SYM
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DESCRIPTION
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DATE
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DRAWFORM REVISION: 10 MARCH 2009
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CHK
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SATISFACTORY TO
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APPROVED
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ACTIVITY
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DATE
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SEAL
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A/E INFO
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OF
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EPROJECT NO.
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NAVAL STATION - NORFOLK, VA
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B
B.2 B.8
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UPPER LOBBY
OFFICE CUBICLESBREAK ROOMCUBICLES OFFICE
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M A.
P.
STCETIHCRAFB
BERN N.C.NEW
CERT. NO.
50679
AS NOTED
13 JAN 2025
DE A CHI
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OHJ
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NC
NEW
NREB
III
DIGITAL FINAL
A5 KEY PLAN: B4225
SCALE: 1"=100' N
0 50' 100' 200'100'
GRAPHIC SCALE: 1"=100'
150'
0 2' 4' 8'4'
GRAPHIC SCALE: 1/4"=1'-0"
A3 A-301
B3 PARTIAL SECOND FLOOR PLAN
SCALE: 1/4"=1'-0"
N
18'-0" 22'-0"30'-0"18'-0"22'-0" 15'-8" 2'-4" 19'-8" 2'-4"15'-8"2'-4"19'-8"2'-4"
A3 A-301
2'-4"2'-4" 27'-8"
± 1 '-1
7'- 2"
A3 A-301
A3 A-301
PHASE THREE RECONSTRUCTION
PHASE THREE
RECONSTRUCTION
NOTE: CONSTRUCTION DESCRIBED IN THE
REFERENCED WALL SECTIONS OCCURS IN THE PLAN
AREA ABOVE THE WINDOWS, THIS AREA
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NO WORK THIS AREA OF WALL, SECOND FLOOR
PHASE THREE
RECONSTRUCTION
PHASE THREE
RECONSTRUCTION
PHASE THREE
RECONSTRUCTION
NOTE: CONSTRUCTION DESCRIBED IN THE
REFERENCED WALL SECTIONS OCCURS IN THE PLAN
AREA ABOVE THE WINDOWS, THIS AREA
NOTE: CONSTRUCTION DESCRIBED IN THE
REFERENCED WALL SECTIONS OCCURS IN THE PLAN
AREA ABOVE THE WINDOWS, THIS AREA
NOTE: CONSTRUCTION DESCRIBED IN THE
REFERENCED WALL SECTIONS OCCURS IN THE PLAN
AREA ABOVE THE WINDOWS, THIS AREA
B3 A-201
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DIGITAL FINAL
0 2' 4' 8'4'
GRAPHIC SCALE: 1/4"=1'-0"
B3 PARTIAL EXTERIOR ELEVATION
SCALE: 1/4"=1'-0"
A1 A-301
A3 A-301
PHASE THREE
RECONSTRUCTION
A3 A-301
A3 A-301
A3 A-301
PHASE THREE
RECONSTRUCTION
± 40'-0"± 40'-0"
± 9 '-3
± 1
1'- 4"
± 1 1'-
4"
PHASE THREE
RECONSTRUCTION
PHASE THREE
RECONSTRUCTION
PHASE THREE
RECONSTRUCTION
AREA OF BRICK VENEER RECONSTRUCTION AS
DESCRIBED IN CONSTRUCTION WALL SECTIONS
AREA OF BRICK VENEER
CONSTRUCTION AS DESCRIBED IN
CONSTRUCTION WALL SECTIONS
AREA OF BRICK VENEER RECONSTRUCTION AS
DESCRIBED IN CONSTRUCTION WALL SECTIONS
PHASE THREE RECONSTRUCTION
± 15'-8"
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KEYED CONSTRUCTION NOTES
REINSTALL EXISTING PREVIOUSLY REMOVED EXTERIOR WALL MOUNTED ALARM DEVICE
AND SIGNAGE.
PROVIDE NEW BACKER ROD AND SEALANT JOINT WHERE EXISTING CAULKING AND BACKER
ROD AT JOINT BETWEEN ALUMINUM STOREFRONT BASE FRAMING AND CONCRETE SLAB
HAS BEEN DEMOLISHED, ENTIRE LENGTH.
PRIOR TO FULL BRICK VENEER REINSTALLATION, PROVIDE THROUGH-WALL FLASHING IN
THE CAVITY ABOVE THE EXISTING CONCRETE PILASTER CAP AS INDICATED. ENSURE THAT
FLASHING EXTENDS THROUGH THE BRICK PLANE AND MINIMUM 1" OVER THE EDGE OF THE
CONCRETE CAP. SEE DETAIL C5/A-302.
PROVIDE NEW INSULATED GLAZING PANE AS SPECIFIED WHERE EXISTING PANE HAS BEEN
REMOVED.
PROVIDE NEW BACKER ROD AND SEALANT APPLICATION AT PERIMETER OF ENTIRE WINDOW
INSTALLATION WHERE INDICATED.
NOTE: AT BOTTOM EDGE OF EXISTING STOREFRONT, AT EACH END, PROVIDE SEALANT
JOINT BETWEEN SLAB EDGE AND CONCRETE PILASTER FOUNDATION WALL, EXTENDING
VERTICALLY DOWN TO GRADE +-/3". SEE ISOMETRIC DETAIL A2/A-201.
APPLY TO THIS SHEET ONLY
3 3
EXISTING METAL PILASTER CAPS EACH SIDE
AND EXISTING METAL ROOF TO REMAIN
TYPICAL, ENTIRE
PERIMETER (+/- 42 LF)
TYPICAL, ENTIRE
PERIMETER (+/- 49 LF)
TYPICAL, ENTIRE
PERIMETER (+/- 42 LF)
TYPICAL, ENTIRE
PERIMETER (+/- 49 LF)
5 5 5 5
4 4 4 4± 3 '-1
0"
± 2'-8"
± 4 '-4
± 2'-11"
± 4 '-4
± 2'-11"
± 3 '-1
0"
± 2'-8"
A2 SEALANT DETAIL
SCALE: 1-1/2"=1'-0"
EXISTING STOREFRONT SYSTEM
EXISTING CONCRETE SLAB
PILASTER WALL
EXISTING BRICK
PROVIDE SEALANT JOINT BETWEEN
SLAB EDGE AND CONCRETE
PILASTER FOUNDATION WALL,
EXTENDING VERTICALLY DOWN TO
GRADE +-/3"
LEFT SIDE OF STOREFRONT
ILLUSTRATED: APPLIES TO RIGHT
SIDE ALSO
APPROXIMATE GRADE
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DEPARTMENT OF THE NAVY
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SCALE:
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STA. PROJ. NO.
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SHEET
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DESCRIPTION
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DRAWFORM REVISION: 10 MARCH 2009
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CHK
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