2020-06-26 JBA B3623 Renovation_Backcheck Submittal_Drawings.pdf
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- Solicitation number
- W912DR20B0022
About this file
This solicitation is for repair and renovation work at Building 3623, an APS facility at Joint Base Andrews in Maryland. Scope of work includes interior and exterior repairs, replacement of roofing system, renovation of toilet rooms, replacement of ceilings, flooring, doors and windows, and installation of new furniture and equipment. Submittals including drawings, specifications and a comprehensive interior design package provide requirements for the work. The solicitation closes on July 20, 2020 with award anticipated by August 17, 2020. The estimated construction cost is $1-2 million. The solicitation is set aside for small business and issued by the Department of the Army Corps of Engineers, Baltimore District.
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VISITOR'S
CENTER
BUILDING
LOCATION
ENTRANCE
FETCHET AVE.
PATRICK AVE.
SEATTLE AVE.
BLD. 3623
US Army Corps of Engineers ®
SHEET ID
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VOLUME:
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BALTIMORE DISTRICT
W912DR-16- D-0008
06/26/2020
JOINT BASE ANDREWS, MARYLAND
BUILDING 3623 RENOVATION
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NTSG-001
B1 LOCATION MAP
NTSG-001
B5 VICINITY MAP
PLAN NORTH
SHEET INDEX
SHEET ID SHEET TITLE
ELECTRICAL
E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES
ED101 ELECTRICAL LIGHTING DEMOLITION PLAN - FIRST FLOOR
ED102 ELECTRICAL POWER DEMOLITION PLAN - FIRST FLOOR
ED103 ELECTRICAL LIGHTING DEMOLITION PLAN - SECOND FLOOR
ED104 ELECTRICAL POWER DEMOLITION PLAN - SECOND FLOOR
ED105 ELECTRICAL POWER DEMOLITION PLAN - ROOF
EL101 ELECTRICAL LIGHTING PLAN - FIRST FLOOR
EL102 ELECTRICAL LIGHTING PLAN - SECOND FLOOR
EP101 ELECTRICAL POWER PLAN - FIRST FLOOR
EP102 ELECTRICAL POWER PLAN - SECOND FLOOR
EP103 ELECTRICAL POWER PLAN - ROOF
E-400 ENLARGED PLANS
E-501 LIGHTING DETAILS
E-502 LIGHTING DETAILS
E-503 ELECTRICAL LIGHTING ENERGY CODE CALCULATIONS
E-601 ELECTRICAL POWER RISER DIAGRAM
E-701 LUMINAIRE SCHEDULE
E-702 LIGHTING CONTROL SCHEDULE AND MECHANICAL EQUIPMENT
ELECTRICAL CONNECTION SCHEDULE
E-703 ELECTRICAL PANEL SCHEDULES
E-704 ELECTRICAL PANEL SCHEDULES
TELECOMM
T-001 TELECOMM LEGEND
TD101 TELECOMMUNICATIONS DEMOLITION PLAN - FIRST FLOOR
TD102 TELECOMMUNICATIONS DEMOLITION PLAN - SECOND FLOOR
T-101 TELECOMMUNICATIONS PLAN - FIRST FLOOR
T-102 TELECOMMUNICATIONS PLAN - SECOND FLOOR
SHEET INDEX
SHEET ID SHEET TITLE
GENERAL
G-001 COVER SHEET
G-002 SHEET INDEX
G-003 GENERAL NOTES, ABBREVIATIONS
G-004 TEMPORARY TRAILER PLAN
CIVIL
C-101 CONSTRUCTION STAGING AND LAYDOWN AREA
C-102 TEMPORARY SWING SPACE
ARCHITECTURE
AD101 DEMOLITION PLANS
AD111 DEMOLITION CEILING PLANS
AD201 DEMOLITION EXTERIOR AND INTERIOR ELEVATIONS
A-101 FLOOR PLANS
A-102 ROOF PLAN
A-111 FIRST FLOOR REFLECTED CEILING PLAN
A-112 SECOND FLOOR REFLECTED CEILING PLAN
A-201 BUILDING ELEVATIONS
A-401 TOILET ROOMS
A-402 ENLARGED PLANS AND ELEVATIONS
A-501 ROOF DETAILS
A-502 ROOF DETAILS
A-601 DOOR AND WINDOW SCHEDULES
A-603 PARTITION TYPES
INTERIORS
I-101 FLOOR FURNITURE PLAN
I-601 FINISH MATERIALS AND WINDOW TREATMENT SCHEDULE
FIRE PROTECTION
FA-001 FIRE ALARM & MASS NOTIFICATION SYMBOLS, ABBREVIATIONS, AND
GENERAL NOTES
FAD-101 FIRE ALARM & MASS NOTIFICATION DEMOLITION PLAN - FIRST FLOOR
FAD-102 FIRE ALARM & MASS NOTIFICATION DEMOLITION PLAN - SECOND FLOOR
FA-101 FIRE ALARM & MASS NOTIFICATION FLOOR PLAN - FIRST FLOOR
FA-102 FIRE ALARM & MASS NOTIFICATION FLOOR PLAN - SECOND FLOOR
FA-501 FIRE ALARM & MASS NOTIFICATION DETAILS
FX-001 FIRE SUPPRESSION SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES
FXD-101 FIRE SUPPRESSION DEMOLITION PLAN - FIRST FLOOR
FX-101 FIRE SUPPRESSION FLOOR PLAN - FIRST FLOOR
FX-501 FIRE SUPPRESSION DETAILS
LS-101 LIFE SAFETY PLAN - FIRST FLOOR
LS-102 LIFE SAFETY PLAN - SECOND FLOOR
PLUMBING
PD-101 DOMESTIC WATER FLOOR PLAN - DEMOLITION
PD-102 SANITARY FLOOR PLAN - DEMOLITION
P-001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS
P-101 DOMESTIC WATER FLOOR PLAN - NEW WORK
P-102 SANITARY FLOOR PLAN - NEW WORK
P-501 RISERS
P-601 PLUMBING SCHEDULE
MECHANICAL
MD-101 HVAC DEMOLITION RESTROOM FLOOR PLAN
MD-102 HVAC DEMOLITION WAREHOUSE FLOOR PLAN
MD-103 DEMOLITION ROOF PLAN
M-001 MECHANICAL GENERAL NOTES, SYMBOLS & ABRREVIATIONS
M-101 HVAC NEW WORK RESTROOM FLOOR PLAN
M-102 HVAC NEW WORK WAREHOUSE FLOOR PLAN
M-103 HVAC NEW WORK ROOF PLAN
M-501 HVAC DETAILS
M-502 HVAC DETAILS
M-601 HVAC SCHEDULES
M-602 SEQUENCE OF OPERATIONS
US Army Corps of Engineers ®
SHEET OF
SHEET ID
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DRAWING ABBREVIATIONS NUMBERING SYSTEM GENERAL NOTES
LEGEND
A-210
DISCIPLINE:
C - CIVIL
A - ARCHITECTURAL
M - MECHANICAL
E - ELECTRICAL
P - PLUMBING
S - STRUCTURAL
SERIES NUMBER
SHEET NUMBER WITHIN
SERIES
CONCRETE/ PRECAST
CONCRETE
SOIL
CMU
STONE
FIBERGLASS BATT
INSULATION
EXPANDED
POLYSTYRENE RIGID
INSULATION
EXTRUDED
POLYSTYRENE RIGID
INSULATION
POLYISOCYANURATE
RIGID INSULATION
GYPSUM BOARD
EXTERIOR GYPSUM
SHEATHING
EXTERIOR CEMENT
BOARD
COATED GLASS MAT
WATER RESISTANT
GYP BD
PLYWOOD
COVER BOARD
MATERIALS
ANNOTATION CALLOUTS/DRAWING SYMBOLS
A ---------------------
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ACC ACCESSIBLE
ACS DR ACCESS DOOR
ACS PNLACCESS PANEL
ACT ACOUSTICAL CEILING
TILE
ABA ARCHITECTURAL BARRIERS
ACT
ADA AMERICANS WITH
DISABILITIES ACT
ADMIN ADMINISTRATION
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION
BARRIER
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APC ACOUSTICAL PANEL
CEILING
APPROXAPPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED
CEILING
ASSY ASSEMBLY
ATC ACOUSTICAL TILE
CEILING
AVG AVERAGE
B ---------------------
BD BOARD
BDRY BOUNDARY
BFF BELOW FINISH FLOOR
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BOS BOTTOM OF STEEL
BOT BOTTOM
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOFING
C ---------------------
CATW CATWALK
CAV CAVITY
CD CONSTRUCTION
DOCUMENTS
CF CONTRACTOR
FURNISHED
CF/CI CONTRACTOR
FURNISHED/
CONTRACTOR
INSTALLED
CFE CONTRACTOR
FURNISHED EQUIPMENT
CFLG COUNTERFLASHING
CFMF COLD-FORMED METAL
FRAMING
CG CORNER GUARD
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG HT CEILING HEIGHT
CLL COLUMN LINE
CLR COLOR
CMU CONCRETE MASONRY
UNIT
CDR CARD READER
COL COLUMN
CONC CONCRETE
CONC FLR CONCRETE FLOOR
CONT CONTINUE
COORD COORDINATE
COR CONTRACTING
OFFICER'S
REPRESENTATIVE
CORR CORRIDOR
CPT CARPET
CR CONTROL ROOM
CS CAST STONE
CTR CENTER
D ---------------------
D DEPTH
DBL DOUBLE
DEMO DEMOLITION
DET DETAIL
DIA DIAMETER
DIR DIRECTION
DIST DISTANCE
DR DOOR
DS DOWNSPOUT
1i
GRID /
COLUMN LINE
DESIGNATOR
EQUIPMENT
NUMBER
DOOR NUMBER
INTERIOR
ELEVATION
1i
WALL TYPE
WINDOW TYPE
SECTION
Room name
ROOM
NAME/NUMBER
A101
1 Ref
A101
1 Ref
EXTERIOR
ELEVATION
1 REVISION TAG
A-101
1 SIM
PLAN, BLOW-
UP DETAIL
PLAN NORTH
NORTH
ARROW w/
TRUE NORTH
INDICATION
FLOOR LEVEL
& NAME
PLATE NUMBER
WHERE
SECTION/DETAIL IS
DRAWN
PLATE NUMBER
WHERE
SECTION/DETAIL IS
DRAWN
PLATE NUMBER
WHERE
SECTION/DETAIL IS
DRAWN
PLATE NUMBER
WHERE
SECTION/DETAIL IS
DRAWN
E ---------------------
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
ES EACH SIDE
EL ELEVATION
ENTR ENTRANCE
EQ EQUAL
EXP EXPOSED
EXT EXTERIOR
EXT EXTINGUISHER
EXT GR EXTERIOR GRADE
F ---------------------
FA FIRE ALARM
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER
CABINET
FED FEDERAL
FF FINISH FACE
FF EL FINISH FLOOR
ELEVATION
FGL FIBERGLASS
FIN FINISH
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIXT FIXTURE
FLG FLOORING
FLR FLOOR
FO FACE OF
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FR FIRE RESISTANT
FRG FIBER REINFORCED
GYPSUM
FRMG FRAMING
FRT FIRE-RETARDANT TREATED
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET
FTG FOOTING
G ---------------------
GALV GALVANIZED
GFCI GOVERNMENT
FURNISHED
CONTRACTOR
INSTALLED
GFGI GOVERNMENT
INSTALLED
FURNISHED INSTALLED
BY GOVERNMENT
GFRG GLASS-FIBER-
REINFORCED
GYPSUM
GLZ GLAZING
GR FL GROUND FLOOR
GUT GUTTER
GYP BD GYPSUM BOARD
H ---------------------
HB HOSE BIBB
HDW HARDWARE
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL
SECTION
HSRU HIGH-SPEED ROLL-UP
HT HEIGHT
I ---------------------
IBC INTERNATIONAL
BUILDING CODE
INSUL INSULATION
INT INTERIOR
ILO IN LIEU OF
J ---------------------
JAN JANITOR
K ---------------------
KPD KEYPAD
KPL KICKPLATE
L ---------------------
LAV LAVATORY
LBS POUND
LF LINEAR FEET (FOOT)
LIN LINEAR
LOC LOCATION
LR LOW ROOF
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
LVT LUXURY VINYL TILE
M ---------------------
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MID MIDDLE
MIL STD MILITARY STANDARD
MIN MINIMUM, MINUTE
MISC MISCELLANEOUS
MO MASONRY
OPENING
MOD MODIFY
MTG MOUNTING
MTL METAL
MVBL MOVABLE
N ---------------------
N NORTH
NA NOT APPLICABLE
NFPA NATIONAL FIRE
PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTION
COEFFICIENT
NTS NOT TO SCALE
O -------------------
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OFF OFFICE
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
ORIG ORIGINAL
P --------------------
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PBD PARTICLEBOARD
PCT PERCENT
PERF PERFORATED
PERIM PERIMETER
PFB PORCELAIN FLOOR BASE
PL PROPERTY LINE
PLAS PLASTER
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
PP PL PUSH/PULL PLATE
PR PAIR
PSF POUNDS PER SQUARE
FOOT
PSI POUNDS PER SQUARE
INCH
PT PAINT
PTN PARTITION
PWR POWER
PWT PORCELAIN WALL TILE
Q --------------------
QTY QUANTITY
1 HR FIRE
4 HR FIRE
2 HR FIRE
3 HR FIRE
FIRE RATED WALL SYMBOLS:
SHEET
KEYNOTE
Room Rm_Occupancy
150 SF
ROOM
OCCUPANCY
& AREA
SAFETY: REFER TO SPECIFICATIONS FOR SAFFETY
REQUIREMENTS
PREVENT DAMAGE: COORDINATE ALL WORK WITH
WEATHER CONDITIONS AND TEMPORARY MEASURES
TO ENSURE THAT BUILDINGS REMAIN WATERTIGHT
AT ALL TIMES.
DAMAGE: DAMAGE TO THE EXISTING BUILDINGS,
GOVERNMENT PROPERTY, OR GOVERNMENT
EMPLOYEE PROPERTY CAUSED BY THE
CONTRACTOR MUST BE IMMEDIATELY REPORTED TO
THE COR. SUCH DAMAGES MUST BE REPAIRED OR
THE DAMAGED ITEMS REPLACED WITH THE SAME
PER GOVERNMENT DIRECTION, AND AT NO COST TO
THE GOVERNMENT OR GOVERNMENT EMPLOYEES.
BUILDING AND LIFE SAFETY CODES: THE
COMPLETED CONSTRUCTION OF THE PROJECT MUST
COMPLY WITH THE CODES & REGULATIONS LISTED
BELOW; AS WELL AS APPLICABLE FEDERAL, STATE,
LOCAL AND DEPOT/BASE REGULATIONS:
• INTERNATIONAL BUILDING CODE 2015
• INTERNATIONAL MECHANICAL CODE 2015
• INTERNATIONAL PLUMBING CODE 2015
• UFC 1-200-01, UNIFIED FACILITIES CRITERIA -
GENERAL BUILDING REQUIREMENTS, 1 JULY 2013
CHANGE 1, 1 SEPT 2013
• UFC 1-300-09N, UNIFIED FACILITIES CRITERIA,
DESIGN PROCEDURES, 25 MAY 2005, CHANGE 7, 27
JANUARY 2010
• UFC 3-101-01 UNIFIED FACILITIES CRITERIA -
ARCHITECTURE, 28 NOVEMBER 2011, CHANGE 5,
25 SEPTEMBER 2019
• UFC 3-110-03 UNIFIED FACILITIES CRITERIA -
ROOFING 1 MAT 2012, CHANGE 3, 6 MARCH 2019
• UFC 3-600-01 UNIFIED FACILITIES CRITERIA - FIRE
PROTECTION ENGINEERING FOR FACILITIES
• NATIONAL FIRE PROTECTION ASSOCIATION
(NFPA)101: LIFE SAFETY CODE, 2015.
• ARCHITECTURAL BARRIERS ACT (ABA)
STANDARDS 2015
WORK PLANNING AND PHASING: PLANNING OF
CONSTRUCTION ACTIVITIES MUST BE COMPLETE IN
ALL REGARDS. THE CONTRACTOR MUST FIELD
VERIFY EXISTING CONDITIONS AND THE
REQUIREMENTS OF THE WORK IN SUCH DETAIL THAT
PHASING AND WORK PLANS ACCOMMODATE ALL
CONDITIONS AND WORK IN A MANNER ACCEPTABLE
TO THE COR, AND AS REQUIRED TO PROTECT THE
BUILDING WITHIN THE AFFECTED AREA.
CONTRACTOR VERIFICATION: ALL DIMENSIONS AND
CONDITIONS MUST BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO BUILDING NEW WORK OR
FABRICATING WORK TO BE INSTALLED TO ENSURE
THAT ALL WORK IS FULLY COORDINATED. IF
DISCREPANCIES ARE DISCOVERED BETWEEN FIELD
CONDITIONS AND DRAWINGS, OR BETWEEN
DRAWINGS OF OTHER DISCIPLINES, REPORT SUCH
TO THE COR IMMEDIATELY. DEVELOP A RESOLUTION
TO EACH POSSIBLE CONFLICT AS APPROVED BY THE
COR PRIOR TO PROCEEDING WITH THE IMPACTED
WORK.
WATERTIGHT ASSURANCE: MAINTAIN WATERTIGHT
CONDITIONS OVER ALL PORTIONS OF THE BUILDING.
COORDINATE ALL WORK WITH THE COR TO ASSURE
THAT NO INTERRUPTIONS TO THE GOVERNMENT'S
ACTIVITIES OCCUR WITHOUT THE COR'S PRIOR
WRITTEN APPROVAL.
R --------------------
RB RUBBER BASE
RC REINFORCED
CONCRETE
RCP REFLECTED CEILING
PLAN
RD ROOF DRAIN
REC RECESSED
REC RECREATION ROOM
REF REFERENCE
REM REMOVABLE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
REST RESTROOM
RF RESILIENT FLOORING
RFG ROOFING
RH ROOF HATCH
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
S --------------------
SAT SATELLITE
SB SPLASH BLOCK
SCHED SCHEDULE
SD SMOKE DETECTOR
SF SQUARE FOOT (FEET)
SFTWD SOFTWOOD
SGL SINGLE
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SKLT SKYLIGHT
SLNT SEALANT
SMK SMOKE
SMLS SEAMLESS
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SST STAINLESS STEEL
ST STAIRS
STD STANDARD
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGERS
STRB/HRN STROBE/HORN
SUB FL SUBFLOOR
SV SHEET VINYL
SW SIDEWALK
T --------------------
T TREAD
TBD TO BE DETERMINED
T/S TUB/SHOWER
TD TRENCH DRAIN
TE TRANSPORTER
ENCLOSURE
TEL TELEPHONE
TEMP TEMPORARY
TFF TOP OF FINISH FLOOR
THK THICKNESS
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TRANS TRANSOM
TRTD TREATED
TYP TYPICAL
U --------------------
UON UNLESS OTHERWISE
NOTED
V -------------------
VCT VINYL COMPOSITION TILE
VIF VERIFY IN FIELD
VTR VENT THRU ROOF
W -------------------
WT WINDOW TREATMENT
A101
SIM
Name Elevation
INFILL PANEL
TYPE
A
MANUFACTURER'S DIRECTION: ALL WORK MUST
COMPLY WITH MANUFACTURER'S INSTALLATION
DIRECTIONS FOR EACH PRODUCT OR MATERIAL IF
CONFLICTS ARISE BETWEEN PROJECT
REQUIREMENTS AND MANUFACTURER'S
DIRECTIONS, THE CONTRACTOR IS TO REPORT SUCH
TO THE COR IMMEDIATELY. DEVELOP RESOLUTION
TO EACH POSSIBLE CONFLICT AS APPROVED BY THE
COR PRIOR TO PROCEEDING WITH THE IMPACTED
WORK.
DESIGN DRAWINGS: THE CONTRACTOR IS TO
UNDERSTAND ALL DRAWINGS COMPLETELY. EACH
ASPECT OF THE WORK MAY BE INDICATED ON ONE
DISCIPLINE OR INDICATED ON MULTIPLE
DISCIPLINES. REVIEW ALL INFORMATION FROM ALL
DISCIPLINES AND COMPLETELY FIELD VERIFY ALL
CONDITIONS BEFORE IMPACTING EXISTING
CONDITIONS OR PROVIDING NEW WORK.
DRAWINGS SCALES: THE CONTRACTOR MAY NOT
SCALE THE DRAWINGS. ALL INFORMATION ON THE
DRAWINGS WHETHER DIMENSIONED, OR NOT, IS TO
BE FIELD VERIFIED BY THE CONTRACTOR BEFORE
COMMENCING THE WORK AND BEFORE PROCURING
OR FABRICATING WORK TO BE INSTALLED.
CONTRACTOR'S FIELD VERIFICATION IS TO BE
INCORPORATED INTO ALL SUBMITTALS PRIOR TO
SUBMISSION.
DUST CONTROL: THE CONTRACTOR TO PROVIDE
DUST CONTROL
TEMPORARY TRAILERS: THE CONTRACTOR MUST
PROVIDE AS A BID OPTION TEMPORARY TRAILERS
FOR THE OCCUPANTS OF BUILDING 3623. REFER TO
DRAWINGS AND SPECIFICATIONS FOR
REQUIREMENTS, LOCATIONS AND FLOOR PLAN.
FABRIC
US Army Corps of Engineers ®
SHEET OF
SHEET ID
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TRAILER
60' - 0"
ENTRY
VESTIBULE
PORT
SUPERVISOR
CONFERENCE
ROOM
APS
COMMANDER
COPIER
BREAK
MEN'S
TOILET
WOMEN'S
TOILET
TELE
UTA/ TRAINING
APS STORAGE
ELEC
TRAILER 1
TRAILER 2
TRAILER 3
TRAILER 4
TRAILER 5
TRAILER 6
TRAILER 7
RAMP
1. CONTRACTOR TO RELOCATE APS COMMANDER AND PORT
SUPERVISOR FURNITURE FROM BUILDING 3623 INTO
TEMPORARY TRAILERS
2. APPROXIMATELY 146 RESERVISTS IN TWO PERSON SHIFTS
FOR THE UTA COMPUTER TRAINING SESSIONS
3. PROVIDE CANOPY OVER ENTRANCE STAIRS AND RAMP
4. WORK COUNTER, FILE AREA ,STORAGE CABINETS, BREAK
COUNTER AND CASEWORK, COORDINATE WITH COR
5. PROVIDE THE FOLLOWING FURNITURE:
A. (16) - 2'x5' SINGLE SEATED TABLE B. (32) - 2'x4' SINGLE SEATED TABLE C. (32) - 2'x5' DOUBLE SEATED TABLE D. (6) - 7'x8' SYSTEM FURNITURE
6. PROVIDE TOILETS FOR 190 OCCUPANTS INCLUDING APS
RESERVISTS ON FLIGHTLINE
7. PROVIDE OUTDOOR BREAK DECK (14' X 22')
GENERAL NOTES
US Army Corps of Engineers ®
SHEET OF
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U S
AR
M
Y C
O R
PS
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A1 TRAILER PLAN
PLAN NORTH
SCALE: 1/8"=1'-0"
08 4
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C-101SCALE:
CONSTRUCTION STAGING AND LAYDOWN AREA
1”=20’1
NORTH
C O
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US Army Corps of
Engineers ®
SHEET OF
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U S
A
R M
Y
C
O R
P
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F
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N G
I N
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KEYPLAN
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ADMIN
W A
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H O
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J O
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AutoCAD SHX Text
B3623 TEMPORARY SWING SPACE, SEE SHEET C-102
AutoCAD SHX Text B3623
AutoCAD SHX Text
APPROXIMATE LOCATION OF TEMPORARY TRAILERS FOR OTHER PROJECT, BY OTHERS, NIC
AutoCAD SHX Text
POTENTIAL CONSTRUCTION STAGING AREA (±30'X115', ±3.450 SF)
AutoCAD SHX Text
EXIST. GATE TO AIRFIELD
AutoCAD SHX Text
POTENTIAL CONSTRUCTION STAGING AREA (±45'X75', ±3.375 SF)
AutoCAD SHX Text
EXIST. CHAIN LINK FENCE
AutoCAD SHX Text
KEY
AutoCAD SHX Text
CONSTRUCTION STAGING AND LAYDOWN NOTES:
AutoCAD SHX Text
1. EXISTING CONDITIONS AND UTILITY LOCATIONS SHOWN ARE PER DRAWINGS PROVIDED EXISTING CONDITIONS AND UTILITY LOCATIONS SHOWN ARE PER DRAWINGS PROVIDED BY THE GOVERNMENT AND DO NOT REPRESENT FIELD SURVEY/AS-BUILT CONDITIONS. THE CONTRACTOR MUST FIELD LOCATE EXISTING CONDITIONS PRIOR TO INSTALLATION OF TEMPORARY TRAILERS. 2. DIMENSIONS SHOWN FROM EXISTING FEATURES ARE APPROXIMATE AND CONTRACTOR DIMENSIONS SHOWN FROM EXISTING FEATURES ARE APPROXIMATE AND CONTRACTOR MUST BE FIELD VERIFIED BY CONTRACTOR. 3. CONTRACTOR MUST COORDINATE FINAL CONSTRUCTION STAGING AND LAYDOWN AREA CONTRACTOR MUST COORDINATE FINAL CONSTRUCTION STAGING AND LAYDOWN AREA WITH COR. 4. STORAGE OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO THE CONSTRUCTION STORAGE OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO THE CONSTRUCTION STAGING AND LAYDOWN AREA. 5. THE ENTRANCE TO THE STAGING AND LAYDOWN AREA FROM THE PARKING LOT THE ENTRANCE TO THE STAGING AND LAYDOWN AREA FROM THE PARKING LOT MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO THE PAVEMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM THE CONSTRUCTION VEHICLES ONTO THE PARKING LOT MUST BE REMOVED IMMEDIATELY TO SATISFACTION OF COR. 6. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR MUST RESTORE STAGING AND UPON COMPLETION OF CONSTRUCTION, CONTRACTOR MUST RESTORE STAGING AND LAYDOWN AREA TO ORIGINAL CONDITION TO THE SATISFACTION OF THE COR. AREA MUST BE REPAIRED WITH PERMANENT SEEDING TO MATCH EXISTING AND TO THE SATISFACTION OF THE COR. 7. ANY DAMAGES TO EXISTING FEATURES NOT NOTED TO BE DEMOLISHED, MUST BE ANY DAMAGES TO EXISTING FEATURES NOT NOTED TO BE DEMOLISHED, MUST BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT AND TO THE SATISFACTION OF THE COR. 8. ANY ABOVE GROUND UTILITY FEATURES AND LIGHT POLES IN THE PROXIMITY OF ANY ABOVE GROUND UTILITY FEATURES AND LIGHT POLES IN THE PROXIMITY OF THE STAGING AND LAYDOWN AREA MUST BE PROTECTED. 9. CONTRACTOR TO COORDINATE SITE CONSTRUCTION ACTIVITIES WITH COR AND MDE CONTRACTOR TO COORDINATE SITE CONSTRUCTION ACTIVITIES WITH COR AND MDE GENERAL PERMIT, INCLUDING STAGING AND LAYDOWN AREA. CONSTRUCTION ACTIVITY INCLUDES CONSTRUCTION-RELATED ACTIVITIES THAT SPECIFICALLY SUPPORT THE CONSTRUCTION ACTIVITY AND INVOLVE EARTH DISTURBANCE OR POLLUTANT-GENERATING ACTIVITIES OF THEIR OWN, AND CAN INCLUDE ACTIVITIES ASSOCIATED WITH EQUIPMENT STAGING YARDS, MATERIALS STORAGE AREAS, EXCAVATED MATERIAL DISPOSAL AREAS, AND BORROW AREAS. 10. CONTRACTOR TO RESTORE DISTURBED AREA TO ORIGINAL CONDITION TO THE CONTRACTOR TO RESTORE DISTURBED AREA TO ORIGINAL CONDITION TO THE SATISFACTION OF THE COR.
AutoCAD SHX Text
LIMITS OF WORK (LOW)
AutoCAD SHX Text
MATCHLINE, SEE SHEET C-102
AutoCAD SHX Text
1 INCH = FT.
AutoCAD SHX Text
( SCALE IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
25'-0" BUFFER AREA AROUND BUILDING 3623 FOR WORK SPACE FOR ROOF REPLACEMENT WORK
AutoCAD SHX Text
POTENTIAL CONSTRUCTION STAGING AND LAYDOWN AREA
C-102SCALE:
TEMPORARY SWING SPACE
1”=10’1
NORTH
SCALE:
UTILITY TRENCH DETAIL
NOT TO SCALE
C-101
T E
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W I N
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P A
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US Army Corps of
Engineers ®
SHEET OF
SHEET ID
U
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C
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D R
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KEYPLAN
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AutoCAD SHX Text S
AutoCAD SHX Text PROPOSED SANITARY DOGHOUSE MANHOLE. INVERT (IN) FROM TRAILER TO BE SET 2-INCHES ABOVE EXISTING INVERT (OUT)
AutoCAD SHX Text PROPOSED 6" GRAVITY SANITARY SEWER LATERAL TO SERVE TRAILER. SLOPE LATERAL TO MANHOLE, 0.50% SLOPE MINIMUM
AutoCAD SHX Text
PROPOSED 6-INCH WATER SERVICE TO SERVE TRAILER
AutoCAD SHX Text PROPOSED WET TAP FROM EXISTING WATER MAIN. COORDINATE WET TAP SLEEVE SIZE WITH EXISTING WATER MAIN SIZE.
AutoCAD SHX Text
PROPOSED UNDERGROUND ELECTRICAL CONDUIT CONNECTION
AutoCAD SHX Text
APPROXIMATE UNDERGROUND ELECTRICAL CONDUIT CONNECTION
AutoCAD SHX Text
APPROXIMATE INCOMING ELECTRICAL CONDUIT
AutoCAD SHX Text
20'X5' ENTRY/EXIT LANDING W/STAIRS
AutoCAD SHX Text
APPROXIMATE LOCATION OF SANITARY LATERAL
AutoCAD SHX Text
20' ENTRY/EXIT HC ACCESSIBLE RAMP
AutoCAD SHX Text B3629
AutoCAD SHX Text
PATRICK AVENUE
AutoCAD SHX Text
EXIST. CONC. S/W
AutoCAD SHX Text
EXIST. CONC. CURB
AutoCAD SHX Text
EXIST. UNDERGROUND STEAM LINE
AutoCAD SHX Text
EXIST. WATER MAN, UNKNOWN SIZE AND MATERIAL
AutoCAD SHX Text
STAIRS WITH RAILING
AutoCAD SHX Text
EXIST. SANITARY SEWER UNKNOWN SIZE AND MATERIAL
AutoCAD SHX Text
PROPOSED UNDERGROUND COMMUNICATION CONDUIT CONNECTION
AutoCAD SHX Text
APPROXIMATE UNDERGROUND COMMUNICATION CONDUIT CONNECTION
AutoCAD SHX Text
KEY
AutoCAD SHX Text
TEMPORARY SANITARY SERVICE
AutoCAD SHX Text
TEMPORARY ELECTRICAL CONDUIT
AutoCAD SHX Text
TEMPORARY WATER SERVICE
AutoCAD SHX Text
LIMITS OF DISTURBANCE (LOD)
AutoCAD SHX Text
TEMPOARY SWING SPACE NOTES:
AutoCAD SHX Text
1. EXISTING CONDITIONS AND UTILITY LOCATIONS SHOWN ARE PER DRAWINGS PROVIDED EXISTING CONDITIONS AND UTILITY LOCATIONS SHOWN ARE PER DRAWINGS PROVIDED BY THE GOVERNMENT AND DO NOT REPRESENT FIELD SURVEY/AS-BUILT CONDITIONS. THE CONTRACTOR MUST FIELD LOCATE EXISTING CONDITIONS PRIOR TO INSTALLATION OF TEMPORARY TRAILERS. 2. FINAL RAMP AND STAIR CONFIGURATION DEPENDENT UPON MANUFACTURER FINAL RAMP AND STAIR CONFIGURATION DEPENDENT UPON MANUFACTURER SELECTED AND ELEVATION OF TRAILER FINISH FLOOR ABOVE FINISH GRADE, CONFIGURATION TO COMPLY WITH ADA/ABA REQUIREMENTS. 3. TEMPORARY SWING SPACE (TEMPORARY TRAILERS) MUST BE A DESIGN BUILD TASK TEMPORARY SWING SPACE (TEMPORARY TRAILERS) MUST BE A DESIGN BUILD TASK BY THE CONTRACTOR. CONTRACTOR TO SUBMIT TO THE GOVERNMENT FOR REVIEW AND APPROVAL. 4. EXISTING UTILITIES MUST BE LOCATED AT THE TIE-IN POINTS PRIOR TO UTILITY EXISTING UTILITIES MUST BE LOCATED AT THE TIE-IN POINTS PRIOR TO UTILITY INSTALLATION. 5. DIMENSIONS SHOWN FROM EXISTING FEATURES ARE APPROXIMATE AND CONTRACTOR DIMENSIONS SHOWN FROM EXISTING FEATURES ARE APPROXIMATE AND CONTRACTOR MUST BE FIELD VERIFIED BY CONTRACTOR. 6. ASPHALT TO BE RESTORED WITH PAVEMENT PATCH IN AREAS OF UTILITY ASPHALT TO BE RESTORED WITH PAVEMENT PATCH IN AREAS OF UTILITY INSTALLATION, SEE DETAIL 1/C-101. 7. UTILITY CONNECTION POINTS AT TEMPORARY TRAILERS TO BE COORDINATED WITH UTILITY CONNECTION POINTS AT TEMPORARY TRAILERS TO BE COORDINATED WITH TRAILER PLUMBING, COMMUNICATION AND ELECTRIC LOCATIONS.
AutoCAD SHX Text
LIMITS OF WORK (LOW)
AutoCAD SHX Text
COMPACTED TO 100% MAX. DENSITY
AutoCAD SHX Text
AT OPTIMUM MOISTURE CONTENT
AutoCAD SHX Text
CONCRETE SURFACE COURSE
AutoCAD SHX Text
MIN. 1" OVERLAY ASPHALT
AutoCAD SHX Text
ASPHALT CONCRETE BASE COURSE
AutoCAD SHX Text
MAX. DENSITY AT OPTIMUM MOISTURE
AutoCAD SHX Text
TYPE I, CBR 30 COMPACTED TO 95%
AutoCAD SHX Text
MIN. TRENCH WIDTH TO
AutoCAD SHX Text
SUPPORT TRENCH BOX
AutoCAD SHX Text
SELECT MATERIAL
AutoCAD SHX Text
EXIST. PAVEMENT
AutoCAD SHX Text O.D. +24" (*)
AutoCAD SHX Text
BEDDING
AutoCAD SHX Text 4"
AutoCAD SHX Text
TYPE I CBR 30
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
SELECT MATERIAL
AutoCAD SHX Text
BENCH
AutoCAD SHX Text 6"
AutoCAD SHX Text
BENCH
AutoCAD SHX Text O.D.
AutoCAD SHX Text
PIPE
AutoCAD SHX Text 6"
AutoCAD SHX Text
CONTENT
AutoCAD SHX Text
MIN. 10"
AutoCAD SHX Text
MATCH EXISTING DEPTH
AutoCAD SHX Text
MATCH EXISTING DEPTH
AutoCAD SHX Text
LIMIT OF 6" MAX. LOOSE LAYER LIFTS
AutoCAD SHX Text
MATCH EXISTING DEPTH
AutoCAD SHX Text
SAW-CUT EDGES AND ENSURE NO WATER IS TRAPPED
AutoCAD SHX Text NOTES: 1. * FOR PIPE LESS THAN 12" THE TRENCH WIDTH MAY BE 36" MAXIMUM. * FOR PIPE LESS THAN 12" THE TRENCH WIDTH MAY BE 36" MAXIMUM. 2. CONTRACTOR SHALL ENSURE THAT NO WATER IS TRAPPED BETWEEN EXISTING CONTRACTOR SHALL ENSURE THAT NO WATER IS TRAPPED BETWEEN EXISTING AND NEW PAVEMENT AFTER THE CUTTING OPERATIONS HAVE BEEN PERFORMED.
AutoCAD SHX Text
SAND OR NO. 57 STONE WITH FILTER FABRIC
AutoCAD SHX Text
MATCHLINE, SEE SHEET C-101
AutoCAD SHX Text
1 INCH = FT.
AutoCAD SHX Text
( SCALE IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TEMPORARY COMMUNICTION CONDUIT
UP
DN
DN
A B C E F
A1 C1
1 1
1 1
WOMEN'S
TOILET
MEN'S TOILET
MECH ROOM
CARGO
SERVICES
FLT
STORAGE
SECURITY
CHIEF'S
OFFICE
QUALITY
ASSURANCE
SUPPLY
TRAINING
CLASSROOM
RAMP
SERVICES
FLT
MOBILITY
OFFICE
VENDING
AREA
EXIT STAIR
CORRIDOR
CORRIDOR
WAREHOUSE
EXIT STAIR
NEWCOMER
ROOM
BREAK ROOM
2 2
2' - 10" 23' - 8" 23' - 8" 47' - 4" 23' - 8" 2' - 10"
124' - 0"
8"
8"
8" 67' - 0"7' - 0" 8"
0"
/- 9' - 7 1/4" +/- 17' - 4 5/8" +/-
4'
7/
8"
DEMO PLAN KEY NOTES
1 REMOVE WINDOW AND FLASHING
2 REMOVE PARTITION
3 REMOVE DOOR, FRAME, AND HARDWARE
4 REMOVE CURTAIN WALL SYSTEM AND FLASHING
5 EXISTING LOUVER TO REMAIN
6 REMOVE EXISTING FLOOR FINISH, SUBFLOOR TO BE
PREPARED TO RECEIVE NEW FINISH. EXTENTS INDICATED
WITH DASHED LINE ON PLAN
1. MEN'S AND WOMEN'S TOILET ROOMS TO BE RENOVATED.
REMOVE FIXTURES, ACCESSORIES, CEILING, FLOOR AND
WALL FINISHES. REMOVE WALLS AS INDICATED ON PLAN.
EXISTING WALLS TO REMAIN SHALL BE PREPARED TO
RECEIVE NEW FINISHES.
2. REMOVE BACKER ROD AND SEALANT AROUND BUILDING
EXTERIOR. SEE A-201 FOR LOCATIONS.
DEMO PLAN GENERAL NOTES
A B C E F
A1 C1
ATOC
ATOC OIC
201C
CHIEF'S
OFFICE
OFFICER'S
OFFICE
PASSENGER
SUPPORT
LOAD
PLANNING
SPECIAL
HANDLING
COMMANDER
SUPPORT
STAFF
APS
COMMANDER
209C
PORT
SUPERINTENDANT
209B
COMMAND
SECTION
FIRST
SERGEANT
209A
CORRIDOR
1 1 1
1 1
OPEN TO BELOW
A1
WAREHOUSE
1/8" = 1'-0"AD101
A1 DEMO FIRST FLOOR PLAN
PLAN NORTH
SCALE: 1/8"=1'-0"
08 4
US Army Corps of Engineers ®
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PS
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KEYPLAN
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1/8" = 1'-0"AD101
C1 DEMO SECOND FLOOR PLAN
1/8" = 1'-0"AD101
A7 PARTIAL DEMO FIRST FLOOR PLAN
M
AR
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C
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IP
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A B C E F
A1 A2 B1 B2 C1
MECH ROOM
CARGO
SERVICES
FLT
WOMEN'S
TOILET
MEN'S TOILET
EXIT STAIR
SECURITY
CHIEF'S
OFFICE
QUALITY
ASSURANCE
SUPPLY
TRAINING
CLASSROOM
RAMP
SERVICES
FLT
MOBILITY
OFFICE
WAREHOUSE
118 BREAK ROOM
NEWCOMER
ROOM
CORRIDOR
STORAGE
EXIT STAIR
A B C E F
A1 C1
LOAD
PLANNING
SPECIAL
HANDLING
COMMANDER
SUPPORT
STAFF
CORRIDOR
ATOC
ATOC OIC
201C
CHIEF'S
OFFICE
OFFICER'S
OFFICE
PASSENGER
SUPPORT
COMMAND
SECTION
PORT
SUPERINTENDANT
209B
APS
COMMANDER
209C
FIRST
SERGEANT
209A
COMMANDER
SUPPORT
STAFF
EXIT STAIR
OPEN TO BELOW
D4 A-502
1. REMOVE ACOUSTICAL CEILING PANELS. GRIDS SHALL
REMAIN. ANY DAMAGED GRIDS SHALL BE REPLACED TO
MATCH EXISTING.
2. ITEMS LISTED AS EXISTING ARE TO REMAIN.
DEMOLITION CEILING PLAN
GENERAL NOTES
REMOVE 2' x 4' LIGHT FIXTURE
REMOVE 2' x 2' CEILING PANELS
CEILING PLAN LEGEND
EXISTING 2' x 2' RETURN TERMINAL
EXISTING 2' x 2' EXHAUST INTAKE
EXISTING 2' x 2' SUPPLY DIFFUSER
REMOVE 2' x 2' LIGHT FIXTURE
EXISTING GYPSUM BOARD CEILING
REMOVE 2' x 2' LIGHT FIXTURE
REMOVE 4' LIGHT FIXTURE
EXISTING SPRINKLER HEADS
US Army Corps of Engineers ®
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F
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D R
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T I O
N C
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BU
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BA
LT
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S.
FR
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C
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6/
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2D R
-1 6-
D -0
BACKCHECK SUBMITTAL
JO
IN
T
BA
S E A
N D
R
EW
S, M
AR
YL
AN
D
1/8" = 1'-0"AD111
A1 DEMO FIRST FLOOR CEILING PLAN
1/8" = 1'-0"AD111
B1 DEMO SECOND FLOOR CEILING PLAN
SCALE: 1/8"=1'-0"
08 4
PLAN NORTH
M
AR
K D
ES
C
R
IP
TI
O
N D
3 3
DEMO KEY NOTES
1 REMOVE DAMAGED BRICK, PREP AREA FOR REPAIRS
2 REMOVE BACKER ROD AND SEALANT ALONG EXTERIOR
WALLS, TYPICAL
3 REMOVE DAMAGED GYPSUM WALLBOARD, PREP AREA FOR
REPAIRS
4 REMOVE MOISTURE DAMAGED GYPSUM WALLBOARD.
CONTRACTOR TO INSPECT, IDENTIFY, AND REPAIR WHERE
MOISTURE IS PENETRATING WALL CAVITY. PREP AREA FOR
REPAIRS
A B C E F
A1 A2 B1 B2 C1
AD201
E1
AD201 E3
AD201 E6
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
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SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
D R
AW
IN
G N
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BE
R
IS
SU
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AT
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C O
N
TR
AC
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N O
SO
LI
C
IT
AT
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N N
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FI
LE
N U
M
BE
R
1 2 3 4 5 6 7 8 9 10
G
F
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D
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B
A
F-
1-
3-
AD201
D
EM
O
LI
TI
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N E
XT
ER
IO
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A N
D
IN
TE
R
I O R
E L
EV
AT
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N S
BU
IL
D
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LT
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TR
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BA
LT
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R O
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P.
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KA
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S.
FR
EN
C
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/2
6/
W
2D R
-1 6-
D -0
BACKCHECK SUBMITTAL
JO
IN
T
BA
S E A
N D
R
EW
S, M
AR
YL
AN
D
1/4" = 1'-0"AD201
E1 DAMAGED BRICK WALL
1/4" = 1'-0"AD201
E3 DAMAGED BRICK WALL
1/4" = 1'-0"AD201
E6 DAMAGED BRICK WALL
1/4" = 1'-0"AD201
C1 DAMAGED BACKER ROD AND SEALANT
1/4" = 1'-0"AD201
A1 DAMAGED GYP BD - EXIT STAIR 116
1/4" = 1'-0"AD201
A4 DAMAGED GYP BD - 209 COMMAND
1/4" = 1'-0"AD201
C4 DAMAGED GYP BD -EXIT STAIR 117
1/16" = 1'-0"AD201
A7 KEY PLAN
PLAN NORTH
SCALE: 1/16"=1'-0"
016 8
M
AR
K D
ES
C
R
IP
TI
O
N D
DN
DN
A B C E F
A1 C1
2' - 10" 23' - 8" 23' - 8" 47' - 4" 23' - 8" 2' - 10"
A1
A-401
RAMP
SERVICES
FLT
WOMEN'S
TOILET
MEN'S TOILET
MECH ROOM
CARGO
SERVICES
FLT
STORAGE
SECURITY
CHIEF'S
OFFICE
QUALITY
ASSURANCE
SUPPLY
TRAINING
CLASSROOM
MOBILITY
OFFICE
VENDING
AREA
EXIT STAIR
CORRIDOR
CORRIDOR
EXIT STAIR
NEWCOMER
ROOM
100 BREAK ROOM
B B
BBB
EXISTING LOUVER
A1
A-402
A-201 C1
A-201 D1
A-201 F1
A-201 A1
124' - 0"
1. DO NOT SCALE DRAWINGS.
2. VERIFY DIMENSIONS IN FIELD, AND INFORM COR OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH
CONSTRUCTION.
3. DIMENSIONS ARE FROM FACE OF CMU OR METAL STUD
UNLESS NOTED OTHERWISE.
4. INTERIOR ADMINISTRATION WALLS TO BE PAINTED, EXCEPT
FOR MURAL IN EXIT STAIR 117. PATCH AND PREPARE
EXISTING SURFACES (GYPSUM BOARD AND CMU) TO
RECEIVE PAINT. WALL MOUNTED EQUIPMENT,
ACCESSORIES, BULLETIN BOARDS, DISPLAY CASES, ROOM
SIGNAGE TO BE REMOVED, STORED AND REINSTALLED BY
CONTRACTOR.
5. PATCH AND PREPARE SUB-FLOOR TO RECEIVE NEW FINISH.
SEE FINISH SCHEDULE TO COORDINATE REPAIRS. PROVIDE
SELF-LEVELING UNDERLAYMENT AS REQUIRED.
6. SEE G-003 FOR SYMBOL LEGEND.
7. PROVIDE BLOCKING FOR OVERHEAD FURNITURE IN ROOMS
106, 111, 205, 209A, 209B, 209C, 210.
8. PROVIDE BLOCKING FOR TV/ MONITORS, COORDINATE WITH
COR LOCATIONS.
9. VENDING MACHINES TO BE REMOVED, STORED AND
REINSTALLED BY CONTRACTOR.
10. TOILET ROOMS - COORDINATE MINIMUM CHASE WALL
CLEARANCES WITH FIXTURE CARRIERS. MINIMUM
DIMENSION PROVIDED ASSUMES EXISTING WALL IS METAL
STUD.
11. INSPECT LINTELS AT DOORS 117 AND 118. IF DAMAGED
INFORM COR PRIOR TO PROCEEDING WITH DOOR
INSTALLATION.
GENERAL NOTES
A B C E F
A1 C1
ATOC
ATOC OIC
201C
CHIEF'S
OFFICE
OFFICER'S
OFFICE
PASSENGER
SUPPORT
LOAD
PLANNING
SPECIAL
HANDLING
COMMANDER
SUPPORT
STAFF
APS
COMMANDER
209C
PORT
SUPERINTENDANT
209B
COMMAND
SECTION
FIRST
SERGEANT
209A
CORRIDOR
A AC
A A
ED
D1
A-402
A1
WAREHOUSE
1/8" = 1'-0"A-101
A1 FIRST FLOOR PLAN
PLAN NORTH
SCALE: 1/8"=1'-0"
08 4
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
AR
M
Y C
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PS
O
F
EN
G
IN
EE
R
S
D R
AW
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B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
D R
AW
IN
G N
U M
BE
R
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
KEYPLAN
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
F-
1-
3-
A-101
FL
O
O R
P
LA
N S
BU
IL
D
IN
G
R
EN
O
VA
TI
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N
BA
LT
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O R
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IS
TR
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BA
LT
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N . G
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BE
R O
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TO
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S.
FR
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C
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/2
6/
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2D R
-1 6-
D -0
BACKCHECK SUBMITTAL
JO
IN
T
BA
S E A
N D
R
EW
S, M
AR
YL
AN
D
1/8" = 1'-0"A-101
D1 SECOND FLOOR PLAN
1/8" = 1'-0"A-101
A7 WAREHOUSE PLAN
M
AR
K D
ES
C
R
IP
TI
O
N D
A1 A2 B1 B2 C1
1/ 2"
1'
-0
1/ 2"
1'
-0
1/2" / 1'-0" 1/2" / 1'-0"
EXISTING RTU -
E5/A-501 FOR
CURB FLASHING
WALK
PAD
RD RD -
D1/A-502
EXISTING ROOF
HATCH - E5/A-501 FOR
CURB FLASHING
WALK
PAD
RD RD
SAT
(BALLASTED WITH
CONCRETE PAVERS
IN A METAL FRAME)
ROOF TO WALL
EXPANSION JOINT
(LOWER ROOF
ELEVATION) - A1/A-501
EXISTING FAN
ROOF RIDGE
R O
O F
R
ID
G E
RD
RDRD
RD
OVERFLOW
SCUPPER
OVERFLOW
SCUPPER
OVERFLOW
SCUPPER
OVERFLOW
SCUPPER
OVERFLOW
SCUPPER
OVERFLOW
SCUPPER -
A4/A-502
OVERFLOW
SCUPPER
OVERFLOW
SCUPPER
47' - 10 1/4"
1/ 2"
118' - 8"
26' - 7" 30' - 2 1/2"
D4 A-502
24" PLATFORM
LADDER
EXISTING
VTR -
A1/A-502
EXISTING VTR
COPING -
A4/A-501
COPING -
A4/A-501
ROOF SUMP,
TYP
ROOF
SUMP, TYP
1. CONTRACTOR IS TO VERIFY ROOF DIMENSIONS.
2. CONTRACTOR IS TO VERIFY THAT ALL ROOF DRAINS ARE
FREE OF DEBRIS AND FREE FLOWING PRIOR TO THE START
OF WORK AND AT THE END OF THE PROJECT. OWNER AND
CONSULTANT ARE TO BE NOTIFIED OF ANY DRAINAGE
RELATED ISSUES.
3. CONTRACTOR IS RESPONSIBLE FOR THE PROPER
DISCONNECTION AND RECONNECTION OF ALL ROOFTOP
EQUIPMENT AFFECTED BY ROOF REPLACEMENT
OPERATIONS, INCLUDING SATELLITE DISH.
4. WORK SCOPE BELOW DOES NOT INDICATE THE SEQUENCE
OF WORK
5. ROOF REPLACEMENT:
A. REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM
(INCLUDING INSULATION) TO THE STEEL DECK.
B. TREAT, REPAIR, OR REPLACE DETERIORATED OR
SUBSTANDARD STEEL DECK.
C. REMOVE AND DISPOSE OF ALL EXISTING BASE
FLASHINGS.
D. REMOVE AND DISPOSE OF EXISTING METAL
COUNTERFLASHINGS AND COPING CAPS.
E. REPLACE WOOD NAILERS.
F. CLAD INTERIOR OF PARAPET WALLS WITH
MECHANICALLY FASTENED, PRESSURE TREATED, FIRE
RETARDANT PLYWOOD.
G. REPLACE EXISTING ROOF DRAINS. PROVIDE NO HUB
CONNECTIONS TO EXISTING LEADERS.
H. COORDINATE MOVEMENT OF THE EXISTING SATELLITE
DISH TO FACILITATE ROOF REPLACEMENT WITH
BUILDING MANAGEMENT. ENSURE NO DISRUPTION OF
SERVICE.
I. RAISE EXISTING ROOFTOP EQUIPMENT AS NECESSARY
TO ENSURE A MINIMUM 8” FLASHING HEIGHT AT ALL
CURBS.
J. MECHANICALLY FASTEN POLYISOCYANURATE TO THE
STEEL DECK. R-30 MIN.
K. PROVIDE A 4’ X 4’ INSULATION SUMP AT THE ROOF
DRAINS.
L. INSTALL INSULATION CRICKETS BETWEEN ROOF DRAINS
AS SHOWN ON ROOF PLAN. CRICKET SLOPE IS TO BE
TWICE THE SLOPE OF THE ROOF.
M. ADHERE 1/2" GYPSUM BOARD COVERBOARD IN LOW-
RISE FOAM INSULATION ADHESIVE.
N. INSTALL FULLY ADHERED 60 MIL FLEECEBACK PVC
MEMBRANE (NOT INCLUDING FABRIC BACKING)
UTILIZING LOW-RISE FOAM ADHESIVE.
O. INSTALL NEW BASE FLASHINGS AT PARAPET WALLS
THAT EXTEND UP AND OVER THE TOP OF THE WALLS.
P. INSTALL NEW COUNTERFLASHINGS AT ALL CURB
LOCATIONS.
Q. INSTALL NEW COPING CAPS AT PARAPET WALLS.
R. RELOCATE EXISTING CONDUIT SO THAT IT IS SECURED
WITH CLIPS TO THE INSIDE FACE OF THE NEW COPING
CAPS.
S. INSTALL WALK PADS AS SHOWN ON ROOF PLAN.
T. INSTALL PLATFORM LADDER AS SHOWN IN ROOF
DETAILS.
U. AFTER ALL WORK IS COMPLETE, THOROUGHLY CLEAN
ROOF SURFACE OF DEBRIS AND FOOTPRINTS.
ROOF PLAN GENERAL NOTES
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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IG
N
ED
B
Y:
SU
BM
IT
TE
D B
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SI
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C H
EC
KE
D B
Y:
AN
SI
'D
D R
AW
IN
G N
U M
BE
R
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
F-
1-
3-
A-102
R O
O F
PL
AN
BU
IL
D
IN
G
R
EN
O
VA
TI
O
N
BA
LT
IM
O R
E D
IS
TR
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BA
LT
IM
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R E, M D
N . G
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BE
R O
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N , V
A
R .L
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P.
SO
U
KA
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S.
FR
EN
C
H
/2
6/
W
2D R
-1 6-
D -0
BACKCHECK SUBMITTAL
JO
IN
T
BA
S E A
N D
R
EW
S, M
AR
YL
AN
D
1/8" = 1'-0"A-102
A1 ROOF PLAN
PLAN NORTH
SCALE: 1/8"=1'-0"
08 4
M
AR
K D
ES
C
R
IP
TI
O
N D
A1 C1
WOMEN'S
TOILET
MEN'S TOILET
MECH ROOM
CARGO
SERVICES
FLT
STORAGE
SECURITY
CHIEF'S
OFFICE
QUALITY
ASSURANCE
SUPPLY
TRAINING
CLASSROOM
RAMP
SERVICES
FLT
MOBILITY
OFFICE
VENDING
AREA
EXIT STAIR
CORRIDOR
CORRIDOR
WAREHOUSE
EXIT STAIR
NEWCOMER
ROOM
BREAK ROOM
MONORAIL CRANE
OPEN TO
ABOVE1
A7 A-111
A7 A-111
1. GYPSUM BOARD CEILINGS IN TOILET ROOMS SHALL BE
INSTALLED AT 8'-0" AFF.
2. CEILING GRIDS ON FIRST AND SECOND FLOORS SHALL
REMAIN.
3. EXISTING CEILING GRID HEIGHTS VARY FROM 8'-0" TO 10'-0"
ABOVE FINSH FLOOR.
4. LIGHTING LOCATIONS MAY VARY FROM REMOVED LIGHTS.
PROVIDE ADDITIONAL GRID SEGMENTS AS NECESSARY TO
COMPLETE GRID PATTERN.
CEILING PLAN GENERAL NOTES
2' x 4' LIGHT FIXTURE
GYPSUM BOARD CEILING
EXISTING 2' x 2' CEILING GRID
CEILING PLAN LEGEND
EXHAUST INTAKE
EXISTING 2' x 2' RETURN TERMINAL
2' x 2' SUPPLY DIFFUSER
EXISTING 2' x 2' EXHAUST INTAKE
EXISTING 2' x 2' SUPPLY DIFFUSER
2' x 2' LIGHT FIXTURE
NOTE: BLACK TRIANGLE INDICATES EMERGENCY LIGHT
EXISTING GYPSUM BOARD CEILING
4' LIGHT FIXTURE
4" DOWN LIGHT FIXTURE
EXISTING EMERGENCY LIGHT FIXTURE
EXISTING EXIT LIGHT
PENDANT LIGHT
EXISTING SPRINKLER HEAD
1' x 4' LIGHT FIXTURE
CEILING PLAN KEY NOTES
1 LINEAR RECESSED LIGHT FIXTURE WITH SPACKLE FLANGE
6"
LIGHT FIXTURE
PRE-FINISHED BAR
GYPSUM CEILING
TILE
EXISTING WALL
METAL STUD BACKUP
1/8" = 1'-0"A-111
A1 FIRST FLOOR CEILING PLAN
PLAN NORTH
SCALE: 1/8"=1'-0"
08 4
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
'D
D R
AW
IN
G N
U M
BE
R
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
F-
1-
3-
A-111
FI
R
ST
F
LO
O
R R
EF
LE
C
TE
D C
EI
LI
N G
P
LA
N
BU
IL
D
IN
G
R
EN
O
VA
TI
O
N
BA
LT
IM
O R
E D
IS
TR
IC
T
BA
LT
IM
O
R E, M D
N . G
LE
BE
R O
AD
, S
U
IT
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AR
LI
N
G
TO
N , V
A
P.
SO
U
KA
S
P.
SO
U
KA
S
S.
FR
EN
C
H
/2
6/
W
2D R
-1 6-
D -0
BACKCHECK SUBMITTAL
JO
IN
T
BA
S E A
N D
R
EW
S, M
AR
YL
AN
D
3" = 1'-0"A-111
A7 TOILET LIGHTING
M
AR
K D
ES
C
R
IP
TI
O
N D
A1 B1 C1
ATOC
ATOC OIC
201C
CHIEF'S
OFFICE
OFFICER'S
OFFICE
PASSENGER
SUPPORT
LOAD
PLANNING
SPECIAL
HANDLING
COMMANDER
SUPPORT
STAFF
APS
COMMANDER
209C
PORT
SUPERINTENDANT
209B
COMMAND
SECTION
FIRST
SERGEANT
209A
CORRIDOR
OPEN TO BELOW
1. CEILING GRIDS ON FIRST AND SECOND FLOORS SHALL
REMAIN.
2. EXISTING CEILING GRIDS ARE APPROXIMATELY 8'-0" AFF,
CONTRACTOR TO VIF.
3. LIGHTING LOCATIONS MAY VARY FROM REMOVED LIGHTS.
PROVIDE ADDITIONAL GRID SEGMENTS AS NECESSARY TO
COMPLETE GRID PATTERN.
CEILING PLAN GENERAL NOTES
2' x 4' LIGHT FIXTURE
GYPSUM BOARD CEILING
EXISTING 2' x 2' CEILING GRID
CEILING PLAN LEGEND
EXHAUST INTAKE
EXISTING 2' x 2' RETURN TERMINAL
2' x 2' SUPPLY DIFFUSER
EXISTING 2' x 2' EXHAUST INTAKE
EXISTING 2' x 2' SUPPLY DIFFUSER
2' x 2' LIGHT FIXTURE
NOTE: BLACK TRIANGLE INDICATES EMERGENCY LIGHT
EXISTING GYPSUM BOARD CEILING
4' LIGHT FIXTURE
4" DOWN LIGHT FIXTURE
EXISTING EMERGENCY LIGHT FIXTURE
EXISTING EXIT LIGHT
PENDANT LIGHT
EXISTING SPRINKLER HEAD
1' x 4' LIGHT FIXTURE
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
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SI
ZE
C H
EC
KE
D B
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AN
SI
'D
D R
AW
IN
G N
U M
BE
R
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
KEYPLAN
1 2 3 4 5 6 7 8 9 10
G
F
E
D
C
B
A
F-
1-
3-
A-112
SE
C
O N
D F
LO
O
R R
EF
LE
C
TE
D C
EI
LI
N G
PL
AN
BU
IL
D
IN
G
R
EN
O
VA
TI
O
N
BA
LT
IM
O R
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IS
TR
IC
T
BA
LT
IM
O
R E, M D
N . G
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BE
R O
AD
, S
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IT
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N
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TO
N , V
A
P.
SO
U
KA
S
P.
SO
U
KA
S
S.
FR
EN
C
H
/2
6/
W
2D R
-1 6-
D -0
BACKCHECK SUBMITTAL
JO
IN
T
BA
S E A
N D
R
EW
S, M
AR
YL
AN
D
1/8" = 1'-0"A-112
A1 SECOND FLOOR CEILING PLAN
PLAN NORTH
SCALE: 1/8"=1'-0"
08 4
M
AR
K D
ES
C
R
IP
TI
O
N D
FIRST FLOOR
0"
SECOND FLOOR
10' - 0"
ADMIN BEARING
20' - 10"
3 4 5 6
STORAGE
BEARING
16' - 10"
8 35 4 693 12 12131917 7
FIRST FLOOR
0"
SECOND FLOOR
10' - 0"
ADMIN BEARING
20' - 10"
ABCEF A1A2B1B2C1
STORAGE
BEARING
16' - 10"
1 4 5
812 1213
FIRST FLOOR
0"
SECOND FLOOR
10' - 0"
ADMIN BEARING
20' - 10"
A B C E F
1 3
1212 13
1415 16
FIRST FLOOR
0"
SECOND FLOOR
10' - 0"
ADMIN BEARING
20' - 10"
STORAGE
BEARING
16' - 10"
56 410
17 3
1212 13TYP
197 3
1. SEE DRAWING A-601 FOR WINDOW AND DOOR SCHEDULES.
2. PAINT EXTERIOR DOORS, FRAMES, OVERHEAD DOORS,
ANGLES, THRU-WALL DRAINS, AND LOUVERS TO MATCH
EXISTING. DO NOT PAINT UNPAINTED ELEMENTS.
GENERAL NOTES
ELEVATION KEY NOTES
1 WINDOW, TYP. - SEE SCHEDULE
2 CURTAIN WALL W/ ENTRANCE DOOR
3 METAL COPING - COLOR TO MATCH EXISTING
4 EXISTING PERSONNEL DOOR AND FRAME, TYP.
5 EXISTING OVERHEAD COILING DOOR, TYP.
6 EXISTING LOUVER, TYP.
7 ROOF TOP FAN, TYP.
8 EXISTING METAL PANEL TO BE PAINTED, COLOR TO MATCH
EXISTING
9 RIBBON WINDOW
10 PERSONNEL DOOR AND FRAME TO MATCH EXISTING
11 HATCH INDICATES APPROXIMATE AREA OF DAMAGED BRICK
AND BACKUP CMU. REPLACE DAMAGED BRICK AND CMU.
BRICK, CMU AND MORTAR TO MATCH ADJACENT
12 OVERFLOW ROOF SCUPPER
13 BACKER ROD AND SEALANT. SEALANT COLOR TO MATCH
EXISTING, TYP.
14 EXISTING EXHAUST FAN
15 EXISTING FIRE DEPARTMENT CONNECTION
16 FIRE ALARM, TYP
17 EXTERIOR LIGHT FIXTURE, TYP.
18 PAINT EXISTING EXPOSED STEEL
19 PLATFORM LADDER
1/8" = 1'-0"A-201
C1 EAST ELEVATION
1/8" = 1'-0"A-201
F1 NORTH ELEVATION
1/8" = 1'-0"A-201
D1 SOUTH ELEVATION
1/8" = 1'-0"A-201
A1 WEST ELEVATION 1212
SCALE: 1/8"=1'-0"
08 4
US Army Corps of Engineers ®
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A-401
A5
B8
B5
A8
A-401 D1
D3
D6
D9
MEN'S TOILET
VENDING
AREA
WOMEN'S
TOILET
0B
0C
0C
P1e
S1 P1e
P1e
P1e
P1e
S1
P2e
GB36
GB42
GB36
GB42
TA1
TA1
TA1
TA2
GB18
TA2
TA3
GB18
M
IN
3/
4"
MIN
8 3/4"
0A
ABA
ABA ABA
2' - 6" 2' - 6" 3' - 0"
1' - 6" 5' - 0" 3' - 0" 3' - 0" 3' - 0"
3'
0" 3'
0"
5'
0" 1'
6"
2'
6" 2'
6"
1'
9"
WALL HUNG
TOILET
P1e
WALL HUNG
LAVATORY
S1 TA1
ACCESSIBLE TOILET
HEIGHT TO SEAT,
TYP. TOP OF LAVATORY
ASSEMBLY
MANU-
FACTURER
DESCRIPTION MODEL
NUMBER
COMMENTS
P1e
KOHLERWALL MOUNTED TOILET
e = EXPOSED FLUSHOMETER
K-4325 KINGSTON SERIES
S1
KOHLERWALL HUNG LAVATORY K-2035-8
TA1
--RECESSED PAPER TOWEL
DISPENSER / WASTE
RECEPTACLE
TA2
BOBRICKMIRROR AT SINGLE LAVATORY B-293-2436
BOBRICKSURFACE MOUNTED MULTI-
ROLL TOILET TISSUE
DISPENSER
B-52888
GB18
BOBRICKVERTICAL MOUNT GRAB BAR B-varies 18" GRAB BAR TO BE MOUNTED
VERTICALLY AT TOILET
COMPARTMENT.
GOVERNMENT FURNISHED,
CONTRACTOR INSTALLED,
COORDINATE LOCATION W/ COR
24"W x 36"H TILT MIRROR
CLASSIC SERIES
PINOIR SERIES W/ SHROUD
GB##
BOBRICKHORIZONTAL MOUNT GRAB BAR
"##" INDICATES BAR LENGTH
IN INCHES
B-varies -
GB36
GB42
HORIZONTAL
MOUNT GRAB
BAR
GB##
VERTICAL
MOUNT GRAB
BAR
GB18
TO TOP OF
GRAB BAR,
TYPICAL OF ALL
HORIZONTAL
MOUNTS.
GB18
MIRROR AT
SINGLE
LAVATORY
TA2
3'
3"
2'
4"
SURFACE
MOUNTED
MULTI-ROLL
TOILET TISSUE
DISPENSER
1' - 5"
1' - 4"
ACCESSIBLE URINAL
HEIGHT TO RIM, TYP.
STANDARD URINAL
HEIGHT TO RIM, TYP.
ACCESSIBLE TOILET
HEIGHT TO SEAT, TYP.
2'
1'
6"
6"
1"
2' -0
1' -3
1'
6"
WALL HUNG
URINAL
P2e
P2e
KOHLERWALL MOUNTED URINAL
e = EXPOSED FLUSHOMETER
K-5016 DEXTER SERIES
--SOAP DISPENSER -- GOVERNMENT FURNISHED,
CONTRACTOR INSTALLED,
COORDINATE LOCATION W/ COR
FIRST FLOOR
0"NOTE: TOILET PARTITIONS NOT SHOWN FOR CLARITY
P1e P2e
TA2
GB42
GB18
GB36
FIRST FLOOR
0"
TA1
S1P2e
FIRST FLOOR
0"S1
TA1 B
FIRST FLOOR
0"NOTE: TOILET PARTITIONS NOT
SHOWN FOR CLARITY
GB18
GB42
TA2
GB36
P1e
FIRST FLOOR
0"
FIRST FLOOR
0"
C
NOTE: TOILET PARTITIONS NOT
SHOWN FOR CLARITY
GB18
GB42
TA2
GB36
P1e
FIRST FLOOR
0"NOTE: TOILET PARTITIONS NOT SHOWN FOR CLARITY
TA1
S1
P1e
GB36
GB18
GB42
TA3
FIRST FLOOR
0"
C
TA1
S1
CERAMIC TILE (WHERE OCCURS)
MOUNTING PLATE BY BAR
MANUFACTURER
1 1/2" DIAMETER GRAB BAR - REFERENCE
TOILET ENLARGEMENT AND ELEVATIONS
16 GAUGE METAL
STRAP
2" DIAMETER STEEL
SLEEVE
1/2" CEMENT BOARD
STEEL STUD PARTITION (DOUBLE
STUD)
1 1/2"
1/4" = 1'-0"A-401
A1 ENLARGED TOILET ROOM PLANS
US Army Corps of Engineers ®
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1/2" = 1'-0"A-401
F1 ACCESSORY MOUNTING HEIGHTS
1/4" = 1'-0"A-401
A5 MEN'S - NORTH ELEVATION
1/4" = 1'-0"A-401
A8 MEN'S - EAST ELEVATION
1/4" = 1'-0"A-401
B5 MEN'S - SOUTH ELEVATION
1/4" = 1'-0"A-401 B8 MEN's - WEST ELEVATION
1/4" = 1'-0"A-401
D1 WOMEN'S - EAST ELEVATION
1/4" = 1'-0"A-401
D3 WOMEN'S - SOUTH ELEVATION
1/4" = 1'-0"A-401
D6 WOMEN'S - WEST ELEVATION
1/4" = 1'-0"A-401
D9 WOMEN'S - NORTH ELEVATION
3" = 1'-0"A-401
F6 GRAB BAR AT STUD PARTITION
02 4 8134
SCALE: 1/4"=1'-0"
M
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CORRIDOR
STORAGE
CARGO
SERVICES
FLT
1/
4"
1/
4"
A-402
A4 0D 0D
FIRST FLOOR
0"
B2' - 6" +/- 6" +/-7" +/-2' - 0" +/-
MIN
4"
MIN
4"
MIN
4"
MIN
4"
51 2 51 2 4
A-402
D4
SPECIAL
HANDLING
CORRIDOR
202 5
1/ 4"
0D
SECOND FLOOR
10' - 0"
E
E 5' - 2" +/- 2' - 8" +/-
11 5 3
MIN
4"
MIN
4"
KEY NOTES
2 EXISTING ELECTRICAL PANEL. REMOVE COVER AND PAINT
TO MATCH ADJACENT WALL
4 ACCESS PANEL FOR JUNCTION BOX. PAINT TO MATCH
ADJACENT WALL
5 WIDTH AND DEPTH TO BE COORDINATED WITH WALL
MOUNTED ELECTRICAL EQUIPMENT. PROVIDE 4" MIN
CLEARANCE BETWEEN EDGE OF EQUIPMENT AND CORNER
OF WALL. DIMENSIONS PROVIDE FOR REFERENCE,
CONTRACTOR TO VERIFY IN FIELD. PROVIDE 4' H CORNER
GUARDS. PAINT WALL TO MATCH ADJACENT WALL
3 ELECTRICAL PANEL CENTERED ON FURRING. PAINT COVER
TO MATCH ADJACENT WALL
1 EXISTING WALL US Army Corps of Engineers ®
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1 2 3 4 5 6 7 8 9 10
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1/2" = 1'-0"A-402 A1
ENLARGED PLAN - ELECTRICAL PANEL
FURRING
1/2" = 1'-0"A-402
A4 ELEV - FIRST FLOOR ELECTRICAL PANELS
1/2" = 1'-0"A-402 D1
ENLARGED PLAN - ELECTRICAL PANEL
FURRING
1/2" = 1'-0"A-402
D4 ELEV - SECOND FLOOR ELECTRICAL PANEL
01 2 42
SCALE: 1/2"=1'-0"
M
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8' ' M
IN
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FL
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H
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G H
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6" M
IN.
APPROX. 1/2'' G
AP
APPROX. 3/4''
APPROX. 3/4''
STEEL DECK
(NOT SHOWN)
FL
AS
H
IN
G H
EI
G
H T
8' ' M
IN
IM
U
M APPROX. 3'' LAP
AT JOINT
REMOVABLE SHEET-METAL
COUNTERFLASHING
APPROPRIATE FASTENERS
APPROX. 24'' O.C.
EQUIPMENT FLANGE
FASTENER LOCATION
CURB COUNTERFLASHING (SKIRT FLASHING)
WITH OVERLAP JOINT
COUNTERFLASHING AT CURBS
FASTENERS APPROX. 8" O.C., MIN.
TWO PER SIDE
PREFABRICATED CORNER
FLASHING PIECE AT EACH
CORNER--SEAL ALL EXPOSED
EDGES
ADHERED MEMBRANE FLASHING
GASKETED FASTENERS--MIN. TWO
FASTENERS PER SIDE
REMOVABLE SHEET-METAL
COUNTERFLASHING
ROOFTOP EQUIPMENT FRAME
HOT-AIR-WELDED SEAM
BONDING ADHESIVE
SEALANT (IF REQUIRED FOR THE
SPECIFIC SYSTEM)
SEAM PLATES AND FASTENERS
2 X 6 MIN. WOOD NAILER
ATTACHED TO SUBSTRATE--OVERALL
THICKNESS TO MATCH INSULATION
PREFABRICATED METAL CURB
WOOD NAILER
STEEL DECK
(NOT SHOWN)
STEEL DECK - CONTRACTOR
MUST REPLACE DAMAGED
SECTIONS
STEEL PLATE FASTENERS
RIBBON APPLIED ADHESIVE
1/2" GYPSUM COVERBOARD
FULLY ADHERED FLEECEBACK PVC (WHITE)
POLYISOCYANURATE
INSULATION R-30 MIN.
SELF-ADHEREING AIR
BARRIER
MEMBRANE EXTENDED BELOW
NAILER AND SECURED
FASTENERS APPROX. 12'' OC
CLEAT AND CLIP INFORMATION
SLOPE
24 GAUGE SHEET METAL
COPING, TWO-COAT
FLUOROPOLYMER (KYNAR)
WOOD NAILER ATTACHED TO
SUBSTRATE
BONDING ADHESIVE
ADHERED MEMBRANE FLASHING
HOT-AIR-WELDED SEAM
SEALANT (IF REQUIRED FOR THE
SPECIFIC SYSTEM
SEAM PLATES AND FASTENERS
COVERBOARD AND INSULATION
COPING
SHEET METAL JOINT COVER
SEALANT ON EACH SIDE
NOTE: CLEAT/ CLIP THICKNESS TO BE ONE GAUGE HEAVIER THAN COPING METAL
CONTINUOUS CLEAT
APPROPRIATE FASTENERS
AT 6" OC
GASKETED FASTENERS PER MFR.
REQUIREMENTS
METAL FLANGE EXTENSION
TYPICAL CLEAT ENGAGEMENT CONTINUOUS CLEAT AND GASKETED FASTENERS
COPING JOINERY
VA
R
IE
S -A
PP
R
O X.
'-0
MEMBRANE SHEET CLOSURE
SECURED AND ADHERED TO WALL
ADHERED MEMBRANE FLASHING
HOT-AIR-WELDED SEAM
SEALANT (IF REQUIRED FOR THE
SPECIFIC SYSTEM
SEAM PLATES AND FASTENERS
COVERBOARD AND INSULATION
SHEET METAL EXPANSION JOINT
COVER WITH T-TYPE CLEAT
FLEXIBLE LINER WITH
COMPRESSIBLE INSULATION
2x6 MIN. WOOD NAILER
ATTACHED TO SUBSTRATE -
OVERALL THICKNESS TO MATCH
INSULATION
8" M
IN
IM
U M
FL
AS
H
IN
G H
EI
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H T
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N O
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N N
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1 2 3 4 5 6 7 8 9 10
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-1 6-
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BACKCHECK SUBMITTAL
JO
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S E A
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NTSA-501
E1 ROOF CROSS SECTION
NTSA-501
A4 FLASHING AT PARAPET
NTSA-501
E5 BASE FLASHING AT METAL CURB
3" = 1'-0"A-501
A1 WALL EXPANSION DETAIL
M
AR
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C
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TI
O
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DRAIN STRAINER
CLAMPING RING
TAPERED INSULATION SUMP
PROVIDE COMPATIBLE SEALANT BETWEEN
DRAIN BOWL FLANGE AND ROOF MEMBRANE
DRAIN PIPE DIAMETER CAST-
IRON DRAIN BOWL
DECK CLAMP
NOTE:
1. ROOF DRAIN HEIGHT FROM DECK MAY VARY
2. STEEL DECK NOT SHOWN FOR CLARITY
SEALANT PER MFR REQUIREMENTS
SECURED MEMBRANE-COATED
SHEET METAL SCUPPER
HOT-AIR-WELDED MEMBRANE
FLASHING
HOT-AIR-WELDED SEAM
SEALANT PER MFR REQUIREMENTS
SEALANT
WOOD BLOCKING PER MFR
REQUIREMENTS
BONDING ADHESIVE
3" WIDE METAL TRIM (FASCIA)
SHEET METAL SLEEVE
STEEL DECK
(NOT SHOWN)
PLUMBING VENT STACK
SEALANT
DRAWBAND
SEALANT BETWEEN VENT AND
PRE-MANUFACTURED
MEMBRANE FLASHING
PRE-MANUFACTURED
MEMBRANE FLASHING
HOT-AIR-WELDED SEAM
8" M
IN
IM
U M
FL
AS
H
IN
G H
EI
G
H T
STEEL DECK
(NOT SHOWN)
ADMIN BEARING
20' - 10"
M
IN
3' -6
8'
0"
V
IF
M
AX
1' -0
7"
R U
N G
S
PA
C
IN
G
1'
0"
OPEN MESH PLATFORM
LADDER STILE
4'
0" V
IF
M
AX
1' -0
ROOF MEMBRANE
EXISTING PARAPET
ROOF MEMBRANE
MOUNTING BRACKET
7"
NON-PENETRATING
PLATFORM
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C O
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N O
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N N
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N U
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1 2 3 4 5 6 7 8 9 10
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-1 6-
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BACKCHECK SUBMITTAL
JO
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S E A
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S, M
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NTSA-502
D1 ROOF DRAIN DETAIL
NTSA-502
A4 OVERFLOW SCUPPER DETAILS
NTSA-502
A1 PRE-MANUFACTURED BOOT DETAIL
1/2" = 1'-0"A-502
D4 ROOF ACCESS LADDER
01 2 42
SCALE: 1/2"=1'-0"
M
AR
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16 GA. HOLLOW
METAL FRAME
GROUT SOLID.
EXISTING WALL
5 3/4"
PE
R
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LE
LV
AT
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N
SEALANT AND
BACKER
DOOR
EXPANSION
ANCHOR
F = FLUSH
w/ GLAZING
SCHED DOOR WIDTH
SC
H
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D
O O
R H
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H T
DOOR TYPES
2" 2"
2"
SC
H
ED
D O
O R
H
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G H
T
SCHED DOOR WIDTH
FRAME TYPES HM = HOLLOW METAL
2"
M
ET
AL
IN
FI
LL
P
AN
EL
4'
8"
G = GLAZED
SCHED DOOR WIDTH
SC
H
ED
D
O O
R H
EI
G
H T
2" 4'
8"
2" 4'
8"
4" 3'
6"
2" 3'
2"
2"
CW = CURTAIN WALL
5' - 8"
2" 5' - 4" 2"
4"
4"
SCHED DOOR WIDTH
6" 4"
3'
6" 2'
6"12
A B
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
SCHEDULED WINDOW WIDTH
SC
H
ED
W
IN
H
EI
G
H T
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
SCHEDULED WINDOW WIDTH
SC
H
ED
W
IN
H
EI
G
H T
D
E
SC
H
ED
W
IN
H
EI
G
H T
SCHED WIN WIDTH
C
SC
H
ED
W
IN
H
EI
G
H T
SCHED WIN WIDTH
SC
H
ED
W
IN
H
EI
G
H T
SCHED WIN WIDTH
SEALANT ALL
SIDES
16 GA.
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