Attachment A- AD-100s.pdf
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- Design-Bid-Build, Repair B3 Mahan Hall, Naval War College, Naval Station Newport, Newport, RI
- Solicitation number
- N4008521R0164
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ALIGN
FIRE ALARM
PULL
1'- 6"
4'- 0"
CL
CL
SW ITCHES
OUTLETS
C L
C L 3'- 2"
C L
CARD READER
THERMOSTAT
FINISHED FLOOR
CLOF DOOR/EXIT
LIGHT
EXIT SIGN: PROVIDE PENDANT
MOUNT WHERE CEILING HEIGHT
EXCEEDS 8'-6" A.F.F.
TO
C
L O
F
HA
ND
LE
4'- 0"
RECESSED
FIRE
EXTINGUISHER
CABINET
TYPICAL MOUNTING HEIGHTS
N.T.S.
6'- 8"
M
IN
. T O
C
EN
TE
R
O F
DE
VI
CE
C L
1'-4"
4'- 0"
C L
TYP. CARD
READER WITHOUT
OTHER DEVICES
MOUNTING HEIGHTS GENERAL NOTES
1. MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF DEVICE, U.O.N. EXCLUDING EXIT SIGNS.
2. DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL CENTERLINE W HEREVER POSSIBLE
3. DEVICES SHALL BE INSTALLED AT MOUNTING HEIGHTS AS INDICATED, U.O.N.
ABBREVIATIONS
WORKPOINT, CONTROL POINT OR DATUM
REFERENCE GRID
CENTERLINE
N.I.C
GENERAL SYMBOLS LEGEND
ENLARGED AREA CALLOUT
SHEET WHERE LOCATED
DRAW ING LOCATION
EXTERIOR ELEVATION
INTERIOR ELEVATION - MULTIPLEA-401
DRAWING LOCATION
SHEET LOCATION
BUILDING CROSS SECTION
A1
A-201
A1
A-201
W ALL SECTION
A1
A-201
NORTH REFERENCE
PLAN NORTH
TRUE NORTH
SHEET NOTES
PARTITION TYPE
WINDOW TAG - EXTERIOR
REVISION INDICATOR
AREA OF REVISION
1 REVISION NUMBER - SHEET SPECIFIC
NAME
AREA
NUMBER
NAME
ELEVATION
A-501
1t
CL
A-101
A1
A-301 DETAIL
N
17 W INDOW TAG - INTERIOR
ALIGN
1t SIGNAGE
LIMIT OF W ORK LINE
ROOM NAME
A1
A1 A1
A1
A
B D
C
G3A
MATERIAL LEGEND
ACOUSTICAL CEILING PANELS
ALUMINUM
BATT INSULATION
BRICK
CONCRETE
CONCRETE MASONRY UNIT
STEEL
FINISHED W OOD
GYPSUM BOARD
PLYWOOD
RIDGID INSULATION
W OOD BLOCKING
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
As indicated
A-001
B
M A
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45062-415
VWC VINYL WALL COVERING
W
W WEST
W WIDE
W/ WITH
W/O WITHOUT
WB WOOD BASE
WBL WOOD BLOCKING
WC WALL COVERING
WD WOOD
WDP WOOD PANELLING
WDW WINDOW
WSCT WAINSCOT
WT WEIGHT
WWR WELDED WIRE REINFORCING
Y
YD YARD
YR YEAR
Grand total: 394
STRUCT STRUCTURAL
SV SHEET VINYL
SYMM,SYM SYMMETRICAL
SYS SYSTEM
T
T TREAD
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TA TOILET ACCESSORIES
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
THK THICKNESS
THRUOUT THROUGHOUT
TK BD TACKBOARD
TME TO MATCH EXISITNG
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOC TOP OF CONCRETE
TOS TOP OF STEEL
TOW TOP OF WALL
TRANS TRANSOM
TSTAT THERMOSTAT
TV TELEVISION
TVOUT TELEVISION OUTLET
TYP TYPICAL
U
UL UNDERWRITERS LABORATORIES
UNFIN UNFINISH
UNIF UNIFORM
UOD UNDERSIDE OF DECK
UON UNLESS OTHERWISE NOTED
UOS UNDERSIDE OF STRUCTURE
ABOVE
UTIL UTILITY
V
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VFAT VINYL FACED ACOUSTICAL TILE
VID VIDEO
VIF VERIFY IN FIELD
VNR VENEER
VP VENEER PLASTER
VRFY VERIFY
RES RESILIENT
REST RESTROOM
RET RETURN
REV REVISION
RF RESILIENT FLOORING
RFI REQUEST FOR INFORMATION
RH RIGHT HAND
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RM ROOM
RND ROUND
RO ROUGH OPENING
RTF RUBBER TILE FLOOR
RTG RATING
S
S SOUTH
S.S. STAINLESS STEEL
SALV SALVAGE
SAMP SAMPLE
SBS STYRENE BUTADIENE STYRENE
SBSTR SUBSTRATE
SCHED SCHEDULE
SCRN SCREEN
SECT SECTION
SEP SEPARATE
SF SQUARE FOOT (FEET)
SHPO STATE HISTORIC PRESERVATION
OFFICE
SHR SHOWER
SHV SHELVING
SIM SIMILAR
SK SKETCH
SLNT SEALANT
SMLS SEAMLESS
SNSR SENSOR
SOG SLAB ON GRADE
SPEC SPECIFICATION
SPKR SPEAKER
SQ SQUARE
SQ YD SQUARE YARD
STAG STAGGERED
STC SOUND TRANSMISSION CLASS
STD STANDARD
STL STEEL
STOR STORAGE
STR STRINGERS
MTL METAL
MTLF METAL FLASHING
MVBL MOVABLE
MW MICROWAVE
MWP MEMBRANE WATERPROOFING
N
(N) NEW
N NORTH
NA NOT APPLICABLE
NE NOT EXCEEDING
NIC NOT IN CONTRACT
NOM NOMINAL
NORM NORMAL
NR NOISE REDUCTION
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
NUM NUMERAL
NWC NAVAL WAR COLLEGE
O
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OF/CI OWNER FURNISHED/CONTRACTOR
INSTALLED
OF/OI OWNER FURNISHED/OWNER
INSTALLED
OFF OFFICE
OH OVERHEAD
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPR OPERABLE
OPT OPTIMUM
ORIG ORIGINAL
OZ OUNCE
P
PART PARTIAL
PAT PATTERN
PBD PARTICLEBOARD
PCF POUNDS PER CUBIC FOOT
PEND PENDANT
PERF PERFORATED
PLAM PLASTIC LAMINATE
PLBG PLUMBING
PLT PLATE
PLYWD PLYWOOD
PM PRESSED METAL
PMTL PAINTED METAL
PNL PANEL
PORC PORCELAIN
PR PAIR
PROJ PROJECT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PAINT
PTN PARTITION
Q
QT QUARRY TILE
QTB QUARRY TILE BASE
QTR QUARTER
QTY QUANTITY
R
R RADIUS
R RISER
RAD RADIATOR
RB RESILIENT BASE
RB RUBBER BASE
RBR RUBBER
RCP REFLECTED CEILING PLAN
RCPTN RECEPTION
REC RECESSED
RECD RECEIVED
RECPT RECEPTACLE
REF REFRIGERATOR
REF REFERENCE
REFR REFRIGERATION
REINF REINFORCING
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
GRAN GRANITE
GROM GROMMET
GWB GYPSUM WALLBOARD
GYP GYPSUM
H
H PLAM HIGH PRESSURE PLASTIC
LAMINATE
HC HANDICAP
HDR HEADER
HDW HARDWARE
HDWD HARDWOOD
HM HOLLOW METAL
HMDF HOLLOW METAL DOOR AND
FRAME
HMF HOLLOW METAL FRAME
HO HOLD OPEN
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL SECTION
HT HEIGHT
HVAC HEATING, VENTILATING, AND AIR
CONDITIONING
HWH HOT WATER HEATER
I
IBC INTERNATIONAL BUILDING CODE
ICC INTERNATIONAL CODE COUNCIL
ID INSIDE DIAMETER
INCAND INCANDESCENT
INCL INCLUDED
INFO INFORMATION
INSTL INSTALL
INSUL INSULATION
INT INTERIOR
J
J-BOX JUNCTION BOX
JAN JANITOR
JAN CLO JANITOR CLOSET
JT JOINT
K
K KIPS
KB KNEE BRACE
KD KNOCKED DOWN
KIT KITCHEN
KPL KICKPLATE
KSI KIPS PER SQUARE INCH
L
LAB LABORATORY
LAM LAMINATE
LAM GL LAMINATED GLASS
LAV LAVATORY
LBS POUNDS
LF LINEAR FEET (FOOT)
LH LEFT HAND
LHR LEFT HAND REVERSE
LIN LINEAR
LINO LINOLEUM
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LONG LONGITUDINAL
LT LIGHT
LVR LOUVER
M
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MDF MEDIUM DENSITY FIBERBOARD
MDO MEDIUM DENSITY OVERLAY
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MED MEDIUM
MEZZ MEZZANINE
MFD MANUFACTURED
MFR MANUFACTURER
MID MIDDLE
MIN MINIMUM
MIRR MIRROR
MISC MISCELLANEOUS
MLWK MILLWORK
MO MASONRY OPENING
MOD MODIFY
MTD MOUNTED
MTG MOUNTING
CONT CONTINUOUS
CONTR CONTRACTOR
CORR CORRIDOR
CPT CARPET
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTV CABLE TELEVISION
D
DEMO DEMOLISH
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIFF DIFFUSER
DIM DIMENSION
DMR DIMMER
DPTN DEMOUNTABLE PARTITION
DR DOOR
DW DISHWASHER
DWG DRAWING
DWR DRAWER
E
E EAST
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRIC
ELEV ELEVATOR
EMER EMERGENCY
ENAM ENAMEL
ENTR ENTRANCE
EQ EQUAL
EQUIP EQUIPMENT
ERL EXISTING TO BE RELOCATED
ERM EXISTING TO BE REMOVED
ES EACH SIDE
ESCAL ESCALATOR
ETR EXISITNG TO REMAIN
ETS EXPOSED TO STRUCTURE
EW EACH WAY
EX & (E) EXISTING
EXP EXPOSED
EXT EXTERIOR
F
FA FIRE ALARM
FAR FLOOR AREA RATIO
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF BATT FOIL BACKED BATT INSULATION
FGL FIBERGLASS
FIN FINISH
FIN FLR FINISH FLOOR
FIXT FIXTURE
FLMT FLUSH MOUNT
FLR FLOOR
FLUOR FLUORESCENT
FOF FACE OF FINISH
FOS FACE OF STUD
FR FIRE RESISTANT
FRP FIBERGLASS REINFORCED
PLASTIC
FRZ FREEZER
FT FEET
FTG FOOTING
FURN FURNITURE
FWC FABRIC WALLCOVERING
G
GA GAUGE
GALV GALVANIZED
GC GENERAL CONTRACTOR
GFRG GLASS-FIBER-REINFORCED
GYPSUM
GL GLASS
GLZ GLAZING
GPC GYPSUM PLASTER CEILING
A
A/E ARCHITECT/ENGINEER
ACC ACCESSIBLE
ACI AMERICAN CONCRETE INSTITUTE
ACOUS
INSUL
ACOUSTICAL INSULATION
ACOUS
PNL
ACOUSTICAL PANEL
ACS DR ACCESS DOOR
ACS FLR ACCESS FLOOR
ACS PNL ACCESS PANEL
ACST ACOUSTIC
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES
ACT
ADDM ADDENDUM
ADH ADHESIVE
ADJ ADJUSTABLE
ADMIN ADMINISTRATION
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFS ABOVE FINISHED SLAB
AISC AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
ALLOW ALLOWANCE
ALNMT ALIGNMENT
ALT ALTERNATE
ALTRN ALTERATION
ALUM ALUMINUM
ANOD ANODIZE
APPOX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED CEILING
ASTM AMERICAN SOCIETY FOR TESTING
AND MATERIALS
AV AUDIO VISUAL
AWI ARCHITECTURAL WOODWORKING
INSTITUTE
AWP ACOUSTICAL WALL PANEL
B
BAF BAFFLE
BALC BALCONY
BATTIN BATT INSULATION
BF BOTH FACES
BFF BELOW FINISH FLOOR
BI FLD DR BIFOLDING DOORS
BITUM BITUMINOUS
BKBD BACKBOARD
BKG BACKING
BLDG BUILDING
BLT IN BUILT-IN
BLW BELOW
BLW CLG BELOW CEILING
BOT BOTTOM
BRKT BRACKET
BRZ BRONZE
BS BOTH SIDES
BSMT BASEMENT
BTWN BETWEEN
C
CAB CABINET
CER CERAMIC
CFRP CARBON FIBER REINFORCED
POLYMER
CG CORNER GUARD
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG DIFF CEILING DIFFUSER
CLG HT CEILING HEIGHT
CLKJ CALKED JOINT
CLOS CLOSET
CMU CONCRETE MASONRY UNIT
CNR CORNER
CO CASED OPENING
COL COLUMN
CONC CONCRETE
CONF CONFERENCE
CONSTR CONSTRUCTION
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
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1. THE CONTRACTOR SCOPE INCLUDES THE FOLLOWING:
a. REMOVAL OF ITEMS OF NATURE SHOW N WITHIN SCOPE OF WORK.
b. BEFORE COMMENCING THE WORK, VERIFICATION AT THE SITE OF
EXISTING CONSTRUCTION TO BE PRESERVED AND REPORTING TO THE
CONTRACTING OFFICER DISCREPANCIES OR QUESTIONABLE ITEMS.
c. SALVAGE ALL HISTORICAL ITEMS INCLUDING BUT NOT LIMITED TO:
GUTTERS, DOW NSPOUTS, W INDOW S, TRIM, AND EXTERIOR LIGHTING. FOR
SHPO COMPARISON DURING CONSTRUCTION.
2. COMPLY W ITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND
REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND
ENVIRONMENTAL PROTECTION.
3. PROVIDE AND MAINTAIN BARRICADES, LIGHTING AND GUARDRAILS AS
REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT
OCCUPANTS OF BUILDING AND WORKERS.
4. CONTRACTOR SHALL PROVIDE DUST CONTROL PLAN TO NWC AND
NAVFAC CM FOR APPROVAL PRIOR TO START OF W ORK. CONTRACTOR TO
PROVIDE AND MAINTAIN DUST-PROOF PARTITIONS/ENCLOSURES AS
REQUIRED TO PREVENT THE SPREAD FO DUST, FUMES AND SMOKE, ETC. TO
OTHER PARTS OF THE BUILDING. UPON COMPLETION OF THE
DEMOLITION/CONSTRUCTION ACTIVITIES, REMOVE PARTITIONS/
ENCLOSURES AND REPAIR ALL DAMAGED SURFACES TO MATCH ADJACENT
FINISHED SURFACES.
5. PRIOR TO DEMOLITION, MEET WITH OW NER AND CONTRACTING OFFICER
TO IDENTIFY ITEMS WHICH ARE TO BE SALVAGED. OTHER DEMOLISHED
MATERIALS ARE TO BE REMOVED FROM THE SITE AND DISPOSED OF
LEGALLY BY THE CONTRACTOR.
6. EXISTING SERVICES AND SYSTEMS: MAINTAIN SERVICES AND SYSTEMS
INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE DURING
SELECTIVE DEMOLITION OPERATIONS. WHERE MECHANICAL OR
ELECTRICAL SYSTEMS ARE INDICATED TO BE SELECTIVELY DEMOLISHED,
LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY
SERVICES IN CONCEALED LOCATION.
7. REMOVE AND SALVAGE CONSTRUCTION DEBRIS FROM THE SITE DAILY AS
IT ACCUMULATES. REMOVE RENOVATION MATERIALS FROM THE SITE,
LEAVING A CLEAN, VACUUMED SPACE.
DEMOLITION PLAN GENERAL NOTES
8. PROTECT EXISTING CONSTRUCTION TO REMAIN. REPAIR DAMAGE TO
EXISTING CONSTRUCTION IN A MANNER ACCEPTABLE TO THE OW NER OR
REPLACE SUCH DAMAGE WITH ACCEPTABLE TO OW NER AND AT NO COST
TO OWNER.
9. REFER TO ENGINEERED PLANS FOR FURTHER DEMOLITION OF
MECHANICAL, ELECTRICAL, FIRE PROTECTION AND PLUMBING ITEMS.
10.MAINTAIN DEVICES THAT ARE BUILDING STANDARD THAT MEET CURRENT
CODE REQUIREMENTS FOR RE-USE (EXIT SIGNS, HORN STROBES,
EMERGENCY LIGHTS).
11.CUT AND CAP EXISTING DISCONTINUED MEP/FP CONDUITS AND OTHER
MISC. ITEMS THAT PENETRATE THE SLAB. FILL VOIDS IN SLAB WITH
CONCRETE AND MAINTAIN EXISTING FIRE RATING.
12.CUT AND CAP EXISTING DISCONTINUED MEP/FP CONDUITS, DUCTW ORK
AND MISC. ITEMS THAT PENETRATE RATED PARTITIONS. FILL VOIDS W ITH
FIRE STOP MATERIAL AND MAINTAIN EXISTING FIRE RATING.
13. THE ELECTRICAL CONTRACTOR IS BEING DIRECTED TO DE-ENERGIZE
AND REMOVE ALL CONDUCTORS AND RACEWAYS WITHIN THE AREA OF
DEMOLITION SCOPE TO THEIR POINT OF ORIGIN, OR NEXT DEVICE.
CONTRACTOR SHALL REVIEW ELECTRICAL DEMOLITION SCOPE TO IDENTIFY
AREAS IMPACTED AND PROVIDE PATCHING TO MATCH ADJACENT EXISTING
TO REMAIN SURFACES.
14. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING
WHERE NECESSARY TO PREVENT COLLAPSE OF STRUCTURE OR PARTS
THEREOF. REFER TO STRUCTURAL FOR LOCATIONS AND REQUIREMENTS.
15.REMOVE AND DISPOSE OF EXISTING SW ITCHES, TEL/DATA/VOICE W IRING,
AND J-BOXES IN DEMOLITION AREA UNLESS SPECIFIED TO BE REUSED.
PATCH AND REPAIR FLOOR AND W ALLS.
16.REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT
AND FIXTURES AS REQUIRED FOR WORK.
17.REFER TO CONSTRUCTION PLAN AND DOOR SCHEDULE FOR NUMBER OF
DOORS/HARDW ARE NEEDED TO BE SALVAGED AND STORED.
18.PROTECT PROJECTION SCREENS AND PROJECTORS THAT ARE
SCHEDULED TO REMAIN FROM DUST AND DEBRIS DURING DEMOLITION AND
CONSTRUCTION.
19.NWC W ILL REMOVE ALL EXISTING W INDOW BLINDS/
DRAPERIES/TREATMENTS BEFORE THE START OF DEMOLITION.
20. NWC WILL REMOVE ALL EXISTING FURNITURE BEFORE THE START OF
DEMOLITION AND PROPERLY STORED ON NSN (WITHIN 10 MILE RADIUS) FOR
DURATION OF DEMOLITION AND CONSTRUCTION ACTIVITIES. PRIOR TO
REINSTALLATION OF ALL EXISTING FURNITURE BY CONTRACTOR,
CONTRACTOR SHALL RETRIEVE FROM STORAGE AND CLEAN.
21. REFER TO HAZMAT SERIES DRAW INGS FOR HAZARDOUS MATERIAL
LOCATIONS AND NOTES.
22. CORE THROUGH EXISTING MASONRY W ALLS AS REQUIRED FOR NEW
PIPING, SEE PLUMBING AND FIRE PROTECTION DRAWINGS.
DEMOLITION PLAN LEGEND
EXISTING DOOR TO REMAIN, TYP U.O.N.
REMOVE EXISTING DOOR & FRAME COMPLETELY.
REMOVE PORTION OF EXISTING W ALL. SEE FLOORPLAN FOR
LOCATION AND DIM. TYP U.O.N.
EXISTING WALL OR PARTITION TO REMAIN, TYP U.O.N.
D# DEMOLITION SHEET NOTE TAG
REMOVE CONSTRUCTION SHOW N DASHED COMPLETE, U.O.N.
DEMOLITION SHEET NOTE TAG - RETAIN FOR SHPO REVIEW
D#D DEMOLITION SHEET NOTE TAG -REMOVE AND DISPOSE
D#R
DEMOLITION PLAN SHEET NOTES
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
As indicated
AD100.0
B
M A
H A
N H
A L
L
D E
M O
LI
TI
O N
P
LA
N N
O
TE
S A
N D
L E
G E
N D
S
PS
12828301
AD KVL
B.COLLARD
1637267
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
P U
B L
IC
W
O R
K S
D E
P A
R T
M E
N T
G.MONTANI
R.REGAN
P.BAKAJ
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N
E W
P O
R T
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I
E X
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R
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R
A N
D
IN
TE
R
IO
R
R E
P A
IR
S
, N W
C
45062-415
D24 TURN OVER GLASS TO THE NAVAL WAR COLLEGE.
D25 REMOVE ALL LAYERS OF EXISTING FLOORING, INCLUDING ADHESIVE,
DOWN TO EXISTING CONCRETE. REFER TO HAZMAT DRAWINGS FOR
LOCATIONS OF MATERIALS THAT REQUIRE SPECIAL HANDLING.
D26 DISASSEMBLE PORTION OF EXISTING BOOK SHELVING UNIT INCLUDING
GLAZING, SHELVING, SHELVING SUPPORTS, BACK PANEL, AND SIDE
PANELS TO PROVIDE OPENING FOR NEW DOOR. PROTECT ADJACENT
SHELVING UNITS, TRIM AND OVERHEAD PANELING.
D27 SAWCUT AND REMOVE IDENTIFIED FLOOR OR WALL PENETRATIONS FOR
MECHANICAL TRADES. COORDINATE FINAL SIZES WITH MEP
COORDINATION DRAWINGS. DO NOT ALLOW COMPROMISE OF EXISTING
SUPPORTING FLOOR OR WALL ASSEMBLY
D28 REMOVE ALL LAYERS OF EXISTING FLOORING, INCLUDING ADHESIVE,
DOWN TO EXISTING TERRAZZO. REFER TO HAZMAT DRAWINGS FOR
LOCATIONS OF MATERIALS THAT REQUIRE SPECIAL HANDLING.
D29 REMOVE EXISTING PEELING AND LOOSE PAINT. SAND TO A FEATHER
EDGE AND PREP SURFACE FOR NEW PAINT.
D30 REMOVE EXISTING WOOD HAND RAIL AND SUPPORTS. COORDINATE
DEMOLITION TO MAINTAIN SAFE EGRESS DURING CONSTRUCTION.
D31 REMOVE DAMAGED PLASTER. SEE INTERIOR ELEVATIONS FOR EFFECTED
AREA; REFER TO SPEC SECTION 05 52 00 - METAL RAILINGS.
D32 REMOVE AND DISPOSE EXISTING LOUVERED DOORS AND TRIM.
COORDINATE REMOVAL OF ELECTRICAL PANELS.
D33 REMOVE AND DISPOSE EXISTING STEEL SECURITY DOORS AND FRAME AT
EXISTING WINDOW(S) SURROUND TO RECEIVE NEW TRIM AND FINISHES
D34 REMOVE AND DISPOSE EXISTING DRINKING FOUNTAIN.
D35 REMOVE AND DISPOSE TOILET FIXTURES. REFER TO PLUMBING
DRAWINGS.
D36 REMOVE EXISTING WOOD SHELVING.
D37 REMOVE ALL WEARING LAYERS OF EXISTING STAIR TREADS AND RISERS,
INCLUDING ADHESIVE, DOWN TO EXISTING CONCRETE. REFER TO
HAZMAT DRAWINGS FOR LOCATIONS OF MATERIALS THAT REQUIRE
SPECIAL HANDLING.
D38 REMOVE AND DISPOSE OF EXISTING COILING GRILLE, INCLUDING
HOUSING, HARDWARE, AND GUIDE
D39 TRENCH EXISTING CONCRETE SLAB, COORDINATE WITH PLUMBING
DWG'S.
D40 REMOVE EXISTING SKYLIGHT SHADE AND TRAVELLING GUIDES
D1 EXCAVATE SOIL AND ROCK TO MINIMUM SIZE AS REQUIRED FOR
ELEVATOR PIT WALLS,FLOOR AND SUMP PIT. ASSUME ROCK/LEDGE AT
SUB-SURFACE BELOW EXISTING FLOOR ELEVATION AND AT FINISH
GRADE. DIMENSIONS INDICATE CLEAR DIMENSIONS REQUIRED FOR
ELEVATOR PIT WALLS. SEE STRUCTURAL FOR ADDITIONAL INFORMATION.
REFER TO SPECIFICATIONS FOR REQUIREMENTS OF NAVSTA NEWPORT
SOIL MANAGEMENT PLAN
D2 DEMOLISH AND REMOVE EXISTING WALL AS INDICATED INCLUDING ALL
ASSOCIATED ELECTRICAL, MECHANICAL, AND PLUMBING ITEMS.
D3D REMOVE AND DISPOSE EXISTING DOOR(S), HARDWARE, AND/OR
FRAME(S).
D3R REMOVE AND RETAIN EXISTING WOOD DOORS IDENTIFIED FOR THIRD
PARTY REVIEW (SHPO); REFER TO SECTION 02 42 91
D4 REMOVE EXISTING PLASTER AND ASSOCIATED
SUPPORTS/BACKING/FRAMING TO THE EXISTING MASONRY/CONCRETE
SUBSTRATE AT WALL(S) AND CEILING. PREPARE SUBSTRATE TO RECEIVE
NEW FINISHES. REFER TO I - SERIES DRAWINGS FOR ALL ROOM FINISH
REQUIREMENTS.
D5 DEMOLISH AND REMOVE EXISTING WOOD, STUD, AND WOOD SCREEN
PARTITION TYPES.
D6 REMOVE AND DISPOSE OF EXISTING STACK COLUMNS AND SHELVING IN
THEIR ENTIRETY; REFER TO S -SERIES DRAWINGS
D7D REMOVE AND DISPOSE EXISTING WINDOWS HARDWARE, AND/OR
FRAME(S).
D7R REMOVE AND RETAIN EXISTING WOOD WINDOWS IDENTIFIED FOR THIRD
PARTY REVIEW (SHPO); REFER TO SECTION 02 42 91
D8 DEMOLISH AND REMOVE EXISTING WOOD STUD FRAMING AND GWB TO
EXISTING MASONRY WHICH IS TO REMAIN, PREPARE TO RECEIVE NEW
FINISHES.
D9 CONTRACTOR SHALL REMOVE EXISTING SHELVING SYSTEM UNITS AND
DELIVER TO NWC. EXISTING STACK COLUMNS TO REMAIN.
D10 REMOVE EXISTING LOOSE PAINT AND PARGE COATING MATERIAL TO
BASE MASONRY MATERIAL AT EXISTING PARTITION TO REMAIN AND
CLEAN WALL.
D11 REMOVE EXISTING METAL FENCE PARTITION. LEAVE FLOOR AND CEILING
SURFACES CLEAN TO RECEIVE NEW FINISH.
D12 SAWCUT AND REMOVE PORTION OF EXISTING WALL TO ACCOMMODATE
NEW OPENING. PROVIDE SUPPORT AS REQUIRED AT EXISTING WALL
(HEAD/JAMB), REFER TO STRUCTURAL DRAWINGS FOR SHORING
REQUIREMENTS.
D13R REMOVE AND RETAIN EXISTING WOOD TRIM IDENTIFIED FOR THIRD
PARTY REVIEW (SHPO); REFER TO SECTION 02 42 91
D14 SAWCUT AND REMOVE PORTION OF EXISTING SLAB. SEE STRUCTURAL
FOR MORE INFORMATION.
D15 DEMOLISH AND REMOVE EXISTING ELEVATOR AND ASSOCIATED
EQUIPMENT. REMOVE AND DISPOSE OF ALL MATERIALS/FLUIDS LEGALLY.
PREPARE EXISTING OPENINGS FOR NEW FLOOR SLABS AT EACH LEVEL.
SEE STRUCTURAL DRAWINGS. MAINTAIN STRUCTURAL INTEGRITY OF
EXISTING STAIR.
D16 DEMOLISH AND REMOVE HALF HEIGHT CUBICLE PARTITIONS AND
ASSOCIATED ACCESSORIES.
D17 DISASSEMBLE AND REMOVE DISPLAY CASES, PRESERVE WALL
SUBSTRATE AND ADJACENT ORNAMENTAL TRIM.
D18 DISASSEMBLE AND REMOVE WOOD PANELLING PRESERVE WALL
SUBSTRATE. PROTECT EXISTING PLASTER CORNICE DURING REMOVAL
D20 DEMOLISH AND REMOVE EXISTING CASEWORK.
D21 REMOVE CARPET AND SALVAGE AS CONSTRUCTION WASTE INCLUDING
ADHESIVES. PROTECT SURFACE OF EXISTING FLOORING BELOW FOR
RESTORATION.
D22 PROTECT EXISTING SCAGLIOLA FIREPLACE MANTLE AND COLUMNS FROM
DAMAGE DURING DEMOLITION; SEE SPEC SECTION 09 29 29 - SCAGLIOLA
RESTORATION.
D23 REMOVE AND DISPOSE OF CATWALK WEARING SURFACE. COORDINATE
DEMOLITION WORK AND RETAIN ATTIC SERVICE ACCESS DURING
DEMOLITION.
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R
0% S
U B
M
IT
TA
L
/1
7/
0%
P R
E -F
IN
A
L S
U B
M
IT
T A
L
/0 2/
IS
S
U E
F O
R F
IN
A
L S
U B
M
IT
TA
L
/3
0/
IS
S
U E
F O
R B
ID
/3 0/
UP
D4
D4
D4
D4
D4
D5
D6
D6
D6
D10
D10
D4
D3D
D3D
D3D
D3D
D3D
D3D D3D
D3R
D3D
D3D
D8D4 D2
D4
D4
D3D
D4
D4
D4
D4
D3R
STOR
B28
NCC STORE
B29B
STOR
B29A
CRAWL
SPACE
B29D
MECH
B29C
ARCHIVE
QUARANTINE
ROOM
B30
SUMP PIT
B33A
VEST
B32A
STOR/
MECH
B31
STOR
B31A
CRAWL
SPACE
B33D
STOR
B33
STOR
B33B
STOR
B33C
CRAWL
SPACE
B12B
CRAWL
SPACE
B12A
MECH
B11
CRAWL
SPACE
CHASE
B11A
MECH
B12
CRAWL
SPACE
B12C
HALL
B32
D10
D4
ETR STRUCTURAL COLUMNS
ETR STRUCTURAL COLUMNS
D3R
42'-7 3/4" VIF
'-3
/8
" V
IF
'-4
/8
" V
IF
'-8
/2
" V
IF
45'-10 1/4" VIF 42'-1 1/8" VIF
18'-11 7/8" V.I.F.
7'-4 3/4" V.I.F.
8'-2 1/4" VIF
D25
D25
D25
D25 D25
D25
D25
A2
AD300
A1
AD300
AD100.5
A5
AD100.5D4
AD100.5
B4
D3D
D27
D10
D10D10
'-4
3/ 8"
10'-0 1/4"
HOISTW AY CONST.
W ORKING POINT -
COORDINATE
LAYOUT DIMENSIONS
ACCORDINGLY
@CLG
@CLG
AD100.5
D3
D27
D27
D27
D27
D27
D27
B4
A-203
D39
D39
D39
D1
D1
D10
'-4
/4
COORDINATE REMOVAL OF
W ALL ABOVE DOOR WITH SIZE
OF REPLACEMENT DOOR PER
DOOR SCHEDULE. TYPICAL AT
BASEMENT DOORS.
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
As indicated
AD100.5
B
M A
H A
N H
A L
L
D E
M O
LI
TI
O N
F
LO
O R
P
LA
N
B A
S E
M E
N T
L E
V E
L
PS
12828302
AD KVL
B.COLLARD
1637267
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
P U
B L
IC
W
O R
K S
D E
P A
R T
M E
N T
G.MONTANI
R.REGAN
P.BAKAJ
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N
E W
P O
R T
R
I
E X
TE
R
IO
R
A N
D
IN
TE
R
IO
R
R E
P A
IR
S
, N W
C
45064-415
SCALE: 1/8" = 1'-0" (A-201)
BASEMENT LEVEL DEMO PLAN
A1
SEE AD-100 FOR GENERAL DEMOLITION
NOTES AND DEMOLITION LEGEND
SCALE: NOT TO SCALE
WALL DAMAGE IN B31
A5
SCALE: NOT TO SCALE
STORAGE B33 STACK COLUMNS
D4
SCALE: NOT TO SCALE
STORAGE B28 WALL
B4
SCALE: NOT TO SCALE
VIEW OF STACK ASSEMBLY B31
D3
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R
0% S
U B
M
IT
TA
L
/1
7/
0%
P R
E -F
IN
A
L S
U B
M
IT
T A
L
/0 2/
IS
S
U E
F O
R F
IN
A
L S
U B
M
IT
TA
L
/3
0/
IS
S
U E
F O
R B
ID
/3 0/
DN
DN
DN
UP
UP
UP
D3R
D3R
D3R
D3R
D12
D12
D12
D13R
D3R
D3R
D9D9
D9
D11
D11D6
D6
D2
D2
D3DD3R D3D D3D
D2 D2
D2
D7D
D3R
D7R
D14
D2
D12 D11
D11
'-4
3/ 8"10'-0 1/4"
OFFICE
N18
CLASSROOM
N18A
IT STORAGE
N19
OFFICE
N17
EXHIBIT
HALL
N14
OFFICE
N9
LOBBY
N10D
OFFICE
N11
HALL
N10C
LANDING
N10B
LOBBY
N10
OFFICE/CONFERENCE
ROOM
N12A
OFFICE
N12
JC
N10A
CORRIDOR
N14A
CPO MESS
M14
OFFICE
M14A
ARCHIVE
STORAGE
N18B
ARCHIVE
STORAGE
M10C
STAIR
ST01
CORR
M10
STAIR
ST02
D3R
D3R
D3R
D3R
2ND LVL
2'-8" MIN
VIF - ALIGN WITH VIF
11'-6"3'-10"
D3RD12
D11
D11
D3D
TYP - REFER TO
MECH DWGS
D13R
D28 D28
D25
D25
D25
D25D9
D3D
D2
D3R
D3R
D2
D3R
D3R
19'-5 1/2"
ALIGN
D2
9" 9"
D13R
2" 2"
D12
D11
D15
D2 D2
A
LI
G N
C4
AD300
D27
D27 D27
D27
D27
D27
D27
D27
D27
D27
D27
REMOVE EXISTING CORK BOARD
FINISH AND REPAIR PLASTER
'-7
/4
" V
IF
11'-7 3/8" VIF
VIF
1'-6 3/4"
V.
I.F
3'-
5/ 8"
D28
D25 D25
EQ
6'-
4"
EQ
D28
A2
AD300
A1
AD300
HOISTW AY CONST.
W ORKING POINT -
COORDINATE
LAYOUT DIMENSIONS
ACCORDINGLY
8 1/2"
D31
D32
D31
D31
D31
D31
D31D33
D7R
D36
D7D
D3R
4'-5 3/8" VIF 11'-6 3/8" VIF
5'- 6"
V
IF
AD101.0
D1
AD101.0
D4
D3R
D3R
4'-10"
D25
D37
D37D25 D37
D37
D21 D29
D2
D38
D27
D27
D27
D27
D27
D3D
D39
D27
ARCHIVE
STORAGE
M10A
'-2
2'-
8"
V.I.F.
4'-0"
D12
BELOW WINDOW,
SEE SECTION
D28
PROTECT
EXISTING DOOR
FRAME TO
REMAIN
PROTECT
EXISTING W OOD
TRIM TO REMAIN
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
As indicated
AD101.0
B
M A
H A
N H
A L
L
D E
M O
LI
TI
O N
F
LO
O R
P
LA
N
LE
V
E L
1.
PS
12828303
AD KVL
B.COLLARD
1637267
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
P U
B L
IC
W
O R
K S
D E
P A
R T
M E
N T
G.MONTANI
R.REGAN
P.BAKAJ
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N
E W
P O
R T
R
I
E X
TE
R
IO
R
A N
D
IN
TE
R
IO
R
R E
P A
IR
S
, N W
C
45065-415
SCALE: 1/8" = 1'-0" (A-201)
1 LEVEL DEMO PLAN
A1
SEE AD-100 FOR GENERAL DEMOLITION
NOTES AND DEMOLITION LEGEND
SCALE: NOT TO SCALE
EXISTING MAHAN CONNECTION
D1
SCALE: NOT TO SCALE
EXISTING 1ST LEVEL STAIRWELL
D4
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R
0% S
U B
M
IT
TA
L
/1
7/
S H
P O
R E
V
IE
W S
U B
M
IT
T A
L
/2 8/
0%
P R
E -F
IN
A
L S
U B
M
IT
T A
L
/0 2/
IS
S
U E
F O
R F
IN
A
L S
U B
M
IT
TA
L
/3
0/
IS
S
U E
F O
R B
ID
/3 0/
DN S
D2
D2 D2
D2D2
D3DD3DD3R
D14
D3D
D3D
D3D
D15
OFFICE
M26
OFFICE
M24
OFFICE
M22
ARCHIVE
STORAGE
M27
ARCHIVE
STORAGE
M27
OFFICE
M21LOBBY
M25
STAIR
ST01
STAIR
ST02
D2
D2
D2
D2
D16
C4
AD300
D25
D25
D25
D25 D25 D25
D25
D25
D7R
A2
AD300
A1
AD300
'-5
10'-0 1/4"
HOISTW AY CONST. WORKING POINT -
COORDINATE LAYOUT DIMENSIONS
ACCORDINGLY
D31
D20
1'- 9"
V
IF
1'-7 1/2" VIF
1'-7" VIF
2'-
" V
IF
1'-
1/ 2"
V
IF1'-7" VIF
1'-8" VIF
3'- 1"
V
IF
2'- 9"
V
IF
1'-9 1/2" VIF
4'-5 3/8" VIF 11'-6 3/8" VIF
5'- 3"
V
IF
D25
D37
D37D25 D37
D37
D7R
D27
D27
D27
8 1/2"
D9
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
1/8" = 1'-0"
AD101.5
B
M A
H A
N H
A L
L
D E
M O
LI
TI
O N
F
LO
O R
P
LA
N
LE
V
E L
1.
PS
12828304
AD KVL
B.COLLARD
1637267
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
P U
B L
IC
W
O R
K S
D E
P A
R T
M E
N T
G.MONTANI
R.REGAN
P.BAKAJ
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N
E W
P O
R T
R
I
E X
TE
R
IO
R
A N
D
IN
TE
R
IO
R
R E
P A
IR
S
, N W
C
45066-415
SCALE: 1/8" = 1'-0" (A-201)
1.5 LEVEL DEMO PLAN
A1
SEE AD-100 FOR GENERAL DEMOLITION
NOTES AND DEMOLITION LEGEND
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R
0% S
U B
M
IT
TA
L
/1
7/
0%
P R
E -F
IN
A
L S
U B
M
IT
T A
L
/0 2/
IS
S
U E
F O
R F
IN
A
L S
U B
M
IT
TA
L
/3
0/
IS
S
U E
F O
R B
ID
/3 0/
D3R
D3R
D3R
D3R
D13R
D26
D2
D2 D2
D3R D3D
D3D
D12
D15
D16
D16
D14
D2
READING
ROOM
N27
MAHAN
ROTUNDA
N26
OFFICE
M36
OFFICE
M34
OFFICE
M30
ARCHIVE
STORAGE
M32
LOBBY
M37
STAIR
ST02
STAIR
ST01
W.C.
M33 W.C.
M31
JC
M35
KITCHENETTE
N21
OFFICE
N23
VESTIBULE
N24B
LANDING
N24
OFFICE
N22
D17
D17 D17
D17
D18
D18 D18
D20
D21
D4
D22
D2
D24
D24
D24
D24
D24
D6
D6
D2D2
D16
D16
D9
D3D
D25
D25
D25
D25 D25 D25
D25
D20
D25
D30
A1
AD300
'-4
3/ 8"10'-0 1/4"
HOISTW AY CONST.
W ORKING POINT -
COORDINATE LAYOUT
DIMENSIONS
ACCORDINGLY
8 1/2" D35 D35
2'-3 1/2" VIF
5'-
1/ 2"
V
IF
3'-
" V
IF
'-1
1" V
IF
1'-
5" V
IF
1/
2" V
IF
AD102.0
C2
1'- 9"
V
IF
1'-7 1/2" VIF
2'-
" V
IF
1'-7" VIF
1'-
1/ 2"
V
IF
1'-7" VIF
D2
4'-5 3/8" VIF 11'-6 3/8" VIF
5'- 3"
V
IF
AD102.0 A5
AD102.0C5
AD102.0B5
D37
D37D25
PROTECT EXISTING
DOOR FRAME TO
REMAIN
PROTECT EXISTING
DOOR FRAME TO
REMAIN
PROTECT EXISTING
WOOD FRAME AND TRIM
TO REMAIN
PROTECT EXISTING
WOOD FRAME AND TRIM
TO REMAIN
D27
D27
D34
D27 D27
6"
'-2
2'- 8"
REMOVE THRESHOLD
2'-3 3/4" VIF
2'-
1/ 2"
V
IF
4'-
1/ 4"
V
IF
2'-
5/ 8"
V
IF
1'-
3/ 4"
V
IF
1'-3 7/8" VIF
8'-
3/ 4"
V
IF
6'-
1/ 4"
V
IF
D34
D2 D25
D12
D2 D3D
D3DD3D
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
As indicated
AD102.0
B
M A
H A
N H
A L
L
D E
M O
LI
TI
O N
F
LO
O R
P
LA
N
LE
V
E L
2.
PS
12828305
AD KVL
B.COLLARD
1637267
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
P U
B L
IC
W
O R
K S
D E
P A
R T
M E
N T
G.MONTANI
R.REGAN
P.BAKAJ
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N
E W
P O
R T
R
I
E X
TE
R
IO
R
A N
D
IN
TE
R
IO
R
R E
P A
IR
S
, N W
C
45067-415
SCALE: 1/8" = 1'-0" (A-201)
2 LEVEL DEMO PLAN
A1
SEE AD-100 FOR GENERAL DEMOLITION
NOTES AND DEMOLITION LEGEND
SCALE: 1/4" = 1'-0" (AD102.0)
LEVEL 2 - ENLARGED DEMO PLAN
C2
SCALE: NOT TO SCALE
MAHAN ROTUNDA CABINETS
A5
SCALE: NOT TO SCALE
READING ROOM BOOKCASES
C5
SCALE: NOT TO SCALE
READING ROOM CARPET REMOVAL
B5
SCALE: NOT TO SCALE
EXISTING STAIRWELL
C4
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R
0% S
U B
M
IT
TA
L
/1
7/
0%
P R
E -F
IN
A
L S
U B
M
IT
T A
L
/0 2/
IS
S
U E
F O
R F
IN
A
L S
U B
M
IT
TA
L
/3
0/
IS
S
U E
F O
R B
ID
/3 0/
D14
LOBBY
M41
STAIR
ST02
STAIR
ST01
ARCHIVE
STORAGE
M40
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
UPPER PART OF
READING ROOM
OPEN TO
BELOW
UPPER PART
OF ROTUNDA
UPPER PART
OF OFFICE
UPPER PART
OF VESTIBULE
UPPER PART
OF OFFICE
UPPER
PART OF
KITCHENETTE
OPEN TO BELOW UPPER
PART OF VESTIBULE
OPEN TO
BELOW
D3R
D3R
D2
D2
D15
D3R
D2
D2
D2
D2
D9
D9
D9
D9
D12
2ND LVL
3'-5" MIN
VIF - ALIGN WITHD25
D25
D25
D25
D25
D25
A2
AD300
A1
AD300
'-4
10'-0 1/4"
REFER TO W ORKING
POINT – LEVEL 2.0 FOR
DIMENSIONAL LAYOUT
D2
1'-7" VIF
1'-
1/ 2"
V
IF
1'-
3/ 4"
V
IF
1'-3 7/8" VIF
2'-
3/ 8"
V
IF
2'-3 3/4" VIF
1'-7 1/2" VIF
1'- 9"
V
IF
2'-
" V
IF
1'-7" VIF
5'- 3"
V
IF
4'-5 3/8" VIF 11'-6 3/8" VIF
D37
D37D25
D27
D27
D27 D27
8 1/2"
D40
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
1/8" = 1'-0"
AD102.5
B
M A
H A
N H
A L
L
D E
M O
LI
TI
O N
F
LO
O R
P
LA
N
LE
V
E L
2.
PS
12828306
AD KVL
B.COLLARD
1637267
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
P U
B L
IC
W
O R
K S
D E
P A
R T
M E
N T
G.MONTANI
R.REGAN
P.BAKAJ
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N
E W
P O
R T
R
I
E X
TE
R
IO
R
A N
D
IN
TE
R
IO
R
R E
P A
IR
S
, N W
C
45068-415
SCALE: 1/8" = 1'-0" (A-201)
2.5 LEVEL DEMO PLAN
A1
SEE AD-100 FOR GENERAL DEMOLITION
NOTES AND DEMOLITION LEGEND
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R
0% S
U B
M
IT
TA
L
/1
7/
0%
P R
E -F
IN
A
L S
U B
M
IT
T A
L
/0 2/
IS
S
U E
F O
R F
IN
A
L S
U B
M
IT
TA
L
/3
0/
IS
S
U E
F O
R B
ID
/3 0/
D14
D23
REF. TO MECH DW GS
A2
AD300
'-4
3/ 8"10'-0 1/4"
REFER TO W ORKING POINT –
LEVEL 2.0 FOR DIMENSIONAL
LAYOUT
AD103.0
C2
AD103.0
C4
AD103.0
C3
A3
B5
A-103.0
A5
A-103.0
C5
A-103.0
D15
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
As indicated
AD103.0
B
M A
H A
N H
A L
L
D E
M O
LI
TI
O N
F
LO
O R
P
LA
N
A T
TI
C
L E
V E
L
PS
12828307
AD KVL
B.COLLARD
1637267
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
P U
B L
IC
W
O R
K S
D E
P A
R T
M E
N T
G.MONTANI
R.REGAN
P.BAKAJ
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N
E W
P O
R T
R
I
E X
TE
R
IO
R
A N
D
IN
TE
R
IO
R
R E
P A
IR
S
, N W
C
45069-415
SCALE: 1/8" = 1'-0" (A-103.0)
ATTIC LEVEL DEMO PLAN
A1
SEE AD-100 FOR GENERAL DEMOLITION
NOTES AND DEMOLITION LEGEND
SCALE: NOT TO SCALE
EXISTING CATWALK
C2
SCALE: NOT TO SCALE
EXISTING CATWALK PLATFORM
C4
SCALE: NOT TO SCALE
EXISTING CATWALK STAIRS
C3
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R
0% S
U B
M
IT
TA
L
/1
7/
0%
P R
E -F
IN
A
L S
U B
M
IT
T A
L
/0 2/
IS
S
U E
F O
R F
IN
A
L S
U B
M
IT
TA
L
/3
0/
IS
S
U E
F O
R B
ID
/3 0/
S
S
REMOVE EXISTING ROOF AREAS
#2 & #3, REFER TO A-104.0 FOR
SCOPE OF ROOF DEMOLITION
AND REPLACEMENT
REMOVE PORTION OF EXISTING
W ALKW AY LINK ROOF, REFER TO
STRUCTURAL
REMOVE PORTION OF EXISTING ROOF
TO PROVIDE FOR NEW ELEVATOR
HOISTW AY, REFER TO STRUCTURAL
A2
AD300
A1
AD300
'-4
3/ 8"10'-0 1/4"
HOISTW AY CONST.
W ORKING POINT -
COORDINATE LAYOUT
DIMENSIONS
ACCORDINGLY
REMOVE EXISTING ROOF AREA
#1, REFER TO A-104.0 FOR
SCOPE OF ROOF DEMOLITION
AND REPLACEMENT
8 1/2"
A3
4' 8' 16'0' 1/8" = 1'-0"
GRAPHIC SCALE:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
1/8" = 1'-0"
AD104.0
B
M A
H A
N H
A L
L
D E
M O
LI
T
IO
N
R O
O F
P
LA
N
PS
12828308
AD KVL
B.COLLARD
1637267
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
P U
B L
IC
W
O R
K S
D E
P A
R T
M E
N T
G.MONTANI
R.REGAN
P.BAKAJ
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N
E W
P O
R T
R
I
E X
TE
R
IO
R
A N
D
IN
TE
R
IO
R
R E
P A
IR
S
, N W
C
45070-415
SCALE: 1/8" = 1'-0" (A-201)
ROOF LEVEL DEMO PLAN
A1
SEE AD-100 FOR GENERAL DEMOLITION
NOTES AND DEMOLITION LEGEND
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
IS
S
U E
F O
R
0% S
U B
M
IT
TA
L
/1
7/
0%
P R
E -F
IN
A
L S
U B
M
IT
T A
L
/0 2/
IS
S
U E
F O
R F
IN
A
L S
U B
M
IT
TA
L
/3
0/
IS
S
U E
F O
R B
ID
/3 0/
3'- 0"
RE
F
TO
C
IV
IL
F O
R
FI
NI
SH
G
RA
DE
E
LE
VA
TI
O
N
'-0
" M
IN
T O
B O
TT
O
M O
F
LO
UV
ER
O
PE
NI
NG
SAW -CUT EXISTING CONCRETE SLAB
OPENING FOR HVAC INTAKE DUCT.
COORDINATE SIZE W ITH MECHANICAL
DWGS AND REFER TO STRUCTURAL
DRAW INGS FOR REINFORCEMENT OF
EXISTING SLAB
SAW-CUT EXISTING PRE-CAST CONCRETE
BELOW BOTTOM OF EXISTING PRE-CAST
CONCRETE BEAM TO PROVIDE NEW W ALL
OPENING FOR HVAC INTAKE DUCT AND
W ALL LOUVER. COORDINATE SIZE W ITH
MECHANICAL DRAW INGS
REMOVE PORTION OF EXISTING
ELECTRIC BASEBOARD HEATING. REFER
TO ELECTRIC DRAWINGS AND FLOOR
PLANS
ALIGN TOP OF LOUVER
OPENING W ITH HEAD
OF EXISTING
ADJACENT W INDOW(S)
REMOVE PORTION OF EXISTING LIGHTING
FIXTURE(S). REFER TO ELECTRIC
DRAW INGS AND FLOOR PLANS
D4
D4
D4
D7R
D7R
SAWCUT AND DEMOLISH
EXISTING "MOAT"
TRENCH, SEE CIVIL
D7D
SAWCUT AND REMOVE PORTION OF
EXISTING PARAPET ALONG NEW WALL FOR
LINK, REFER TO PLAN TO
COORDINATE/CONFIRM EXTENT OF
PARAPET TO BE REMOVED
EXISTING ROOF, W ALL, SLAB, AND
FOUNDATION OF DEW ELDON W ALKW AY
TO REMAIN
D4
D14
BELOW WINDOW
A-511
B1
1ST LEVEL
0' - 0"
1.5 LEVEL
7' - 5 1/2"
2ND LEVEL
14' - 11"
2.5 LEVEL
22' - 4 1/2"
D14
D14
D14
D14
D4
D4
D4
D1
D7R
D7R
SAWCUT AND DEMOLISH
EXISTING "MOAT"
TRENCH, SEE CIVIL
REMOVE EXISTING
PRE-CAST
CONCRETE
PARAPET CAP
STRIP/REMOVED
EXISTING EXTERIOR
WALL FINISH
SYSTEM (EIFS)
FROM LOAD-
BEARING CMU W ALL
OF EXISTING STAIR
LINK TO REMAIN
SAWCUT AND
DEMOLISH PORTION
OF EXISTING LINK
TO DEW ELDON
CORRIDOR, REFER
TO PLANS FOR
LIMITS OF
DEMOLITION
INCLUSIVE OF ROOF,
W ALLS, SLAB, AND
FOUNDATIONS
PROTECT EXISTING
W OOD W INDOW
DURING
CONSTRUCTION OF
NEW ELEVATOR
HOISTW AY
1' 2' 4'0' 1/2" = 1'-0"
GRAPHIC SCALE:
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAW ING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
DRAW FORM REVISION: 7 FEBRUARY 2019
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G C
O M
M A
N D
M
ID
-A
T
LA
N
TI
C
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
KEY PLAN
NAVSTA DRAW ING NO.
SYMMES MAINI & McKEE ASSOCIATES 1000 Massachusetts Avenue
Cambridge, Massachusetts 02138 P: 617.547.5400 F: 617.648.4920
1/2" = 1'-0"
AD300
B
M A
H A
N H
A L
L
D E
M O
LI
TI
O N
D E
T A
IL
S
PS
12828309
AD KVL
B.COLLARD
1637267
N E
W P
O R
T , R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
P U
B L
IC
W
O R
K S
D E
P A
R T
M E
N T
G.MONTANI
R.REGAN
P.BAKAJ
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N
E W
P O
R T
R
I
E X
TE
R
IO
R
A N
D
IN
TE
R
IO
R
R E
P A
IR
S
, N W
C
45071-415
SCALE: 1/2" = 1'-0" (A-104.0)
INTAKE DUCT LOUVER WALL/SLAB DEMO DETAIL
C4
SCALE: 1/2" = 1'-0" (A-104.0)
EXISTING WALL SECTION THROUGH ELEVATOR LOBBY/LINK-RAMP
A2
SCALE: 1/2" = 1'-0" (A-104.0)
EXISTING WALL SECTION THROUGH ELEVATOR HOISTWAY
A1
SEE AD-100 FOR GENERAL DEMOLITION
NOTES AND DEMOLITION LEGEND
S Y
M D
E S
C R
IP
T
IO
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| Sheets |
| A-001 - ABBREVIATIONS, LEGEND AND GENERAL NOTES |
| AD100.0 - DEMOLITION PLAN NOTES AND LEGENDS |
| AD100.5 - DEMOLITION FLOOR PLAN - BASEMENT LEVEL |
| AD101.0 - DEMOLITION FLOOR PLAN - LEVEL 1.0 |
| AD101.5 - DEMOLITION FLOOR PLAN - LEVEL 1.5 |
| AD102.0 - DEMOLITION FLOOR PLAN - LEVEL 2.0 |
| AD102.5 - DEMOLITION FLOOR PLAN - LEVEL 2.5 |
| AD103.0 - DEMOLITION FLOOR PLAN - ATTIC LEVEL |
| AD104.0 - DEMOLITION ROOF PLAN |
| AD300 - DEMOLITION DETAILS |
File details come from the government source that posted it. Updated .