Attachment J-1A Revised Drawings.pdf
PDF 978 KB Posted
- Solicitation number
- 697DCK-20-R-00248
About this file
This solicitation requests proposals for a major improvement project at the Fort Lauderdale International Airport Air Traffic Control Tower facility. Offerors must have a current SAM registration and submit proposals by August 3, 2020 at 5:00 PM EST in accordance with the solicitation instructions. A virtual site visit will be held on July 15, 2020 at 2:00 PM EST. Questions are due by July 20, 2020 at 5:00 PM EST. The selected contractor will be responsible for renovations and upgrades to the air traffic control tower facility. The Federal Aviation Administration will evaluate proposals and award a contract for this requirement.
View the file
Other files
Show all 24
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
For the best experience, open this PDF portfolio in
Acrobat X or Adobe Reader X, or later.
Get Adobe Reader Now!
http://www.adobe.com/go/reader
SCALE: 1/4" = 1' - 0"A100
1 GROUND LEVEL FLOOR PLAN
SCALE: 1/4" = 1' - 0" A100
2 SECOND LEVEL FLOOR PLAN
04' 4' 8'
1/4" = 1'-0"
GROUND AND SECOND FLOOR PLAN
ARCHITECTURAL
A100
SCHEDULE AND COLOR SELECTION
REFER TO A500 FOR FINISH
PROVIDE AND INSTALL NEW VCT.
SCHEDULE AND COLOR SELECTION
REFER TO A500 FOR FINISH
PROVIDE AND INSTALL NEW VCT.
NO WORK TO BE DONE IN THIS LEVEL
N
GMR
NXE
C-2
C-3
C-4B-4
R.D.
F.D.
MORE INFORMATION
AND PLUMBING DRAWINGS FOR
REFER TO DETAIL 10/A610
PROVIDE NEW FLOOR DRAIN
SMOOTH FINISH.
AFTER PLUMBING WORK HAS BEEN COMPLETED, REPAIR CONCRETE SLAB TO A 1.
NOTES
AND LOCATION
REPLACEMENT WORK
TO P400 FOR PIPE
SEE NOTE 1. REFER
FIELD VERIFY
DRAWIGNS
TO FIRE PROTECTION
STANDPIPE, REFER
PROVIDE NEW DRY
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
DESCRIPTION
DATE
APPROVED
PAGE OF
WW JOB NUMBER: 219075.00 FLL-D-ATCT-
REVIEWED BY
SUBMITTED BY APPROVED BY
ISSUED BY DATE
DRAWING NO REV
DESIGNED
DRAWN
CHECKED
REV JCN
REDLINE
APVD
JCN
1508912
FL
wileywilson.com
678.320.1888
Atlanta, Georgia 30328-6055
Bldg. C, Ste 515
5901 Peachtree Dunwoody Rd.
Wiley|Wilson
SUBMITTER'S TITLE - CIVIL ENGINEER APPROVER'S TITLE - MANAGER
SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALES FOR OTHER SIZES.
CENTER
ENGINEERING
ATLANTA TERMINAL
FT LAUDERDALE (INTERNATIONAL)
MAJOR IMPROVEMENTS
FORT LAUDERDALE AIRPORT TRAFFIC CONTROL TOWER
JAN 31, 2020
2.5
D
B-3
CABLE CHASE
B-2
B-2
B-1
ELEVATOR
B-6
VESTIBULE
B-4
STAIRS
U P
B-5
LOBBY
S E E
B A S E
B U I L D I
G
M A T C H L I
E
2.5
C-3
C-2
C-1
ELEVATOR
C-5
C-4
PLATFORM
E
B A S E
B U I L D I
T C H L I
1 08/05/2020 ISSUE FOR CONSTRUCTION
DOOR TYPES, SCHEDULE AND DETAILS
A505
H
IG
T
IC
K
R
IA
L
F
IN
IS
Y
DOOR SCHEDULE HARDWARE SCHEDULE
W
ID
SECURITY DOOR MATRIX
DOOR SCHEDULE
O
C
IP
X
V
-1
B
IR
IK
IT
SCHEDULE
FRAME
FUNCTION DESCRIPTION
INSIDE LEVEROUTSIDE LEVER
LOCKED BY LOCKED BYUNLOCKED BY UNLOCKED BY
DESG.
DOOR HARDWARE DESCRIPTION
TURNING THE INSIDE LEVER, OR CANNOT BE LOCKED ALWAYS UNLOCKED
ROTATING THE OUTSIDE LEVER
CANNOT BE LOCKED ALWAYS UNLOCKEDP PASSAGE
DOOR
WIDTH
FLUSH
NOT TO SCALEA505
2" 2"
HOLLOW METAL
DOOR AND FRAME TYPE
3'-0" 7'-0" 1 3/4" PAINTSTL A STL PAINT1
PB-4
DC-2
DC-3
1.5
012" 6"9" 3"
3"=1'-0"
LOCATION
C-4 - - - - -
- - - - -YES -
OR ROTATING THE INSIDE LEVER
TURNING THE KEY IN THE OUTSIDE LEVER, ALWAYS FIXED CANNOT BE UNLOCKED CANNOT BE LOCKED ALWAYS UNLOCKEDD STOREROOM
SJ1-2
J-1
GROUND
SECOND
SUBJUNCTION
JUNCTION
LEVEL/FLOOR
3'-0" 7'-0" 1 3/4" PAINTSTL A STL PAINT1 1.5
3'-0" 7'-0" 1 3/4" PAINTSTL A STL PAINT1 1.5
SIGN
IM
YES
SCALE: 3" = 1'-0"
EXTERIOR THRESHOLD
INT.
EXT.
TO PEMKO 216DV
SWEEP EQ.
TO PEMKO 255X226_FGT
IN SEALANT BED EQ.
METAL THRESHOLD
/2
/2
DOOR HEAD
JAMB DET.
5 3/4"
5 3/4"
CONC. WALL
PRECAST
SOLID
GROUT
CONC. WALL
PRECAST
CAULK
SOLID
GROUT
FIELD VERIFY
DOOR LOCATION
ELEVATOR MACHINE
1 1
A611
WHEN OPEN
70° MIN
HATCH COVER
REQUIRED FOR
CLEARANCE AS
7"
COVER
ONE EACH SIDE
AND OPERATING ARMS,
AUTOMATIC HOLD-OPEN
CURB
EXTERIOR HANDLE
ROOF HATCH DOOR
PRE-FINISHED HATCH
RAILING SYSTEM WITH
SEALANT
FLASHING MEMBRANE, LAP OVER
SINGLE PLY MEMBRANE
ADHERED HEAVY-DUTY
WALK MAT W/ TERM. BAR
SINGLE PLY MEMBRANE
ROOF OVER RIGID
INSULATION
COVER BOARD
(R30)
RIGID INSULATION
CONCRETE SLAB
TOP ROOF SLAB
CAB ROOF
T.O.S.
TOP HATCH CURB
1 ROOF HATCH CURB DETAILS
NOT TO SCALE
HANDLE
INTERIOR
PULL HANDLE
8" TYPICAL
BY HATCH
DIMENSION ALLOWED
MINIMIZE TO SMALLEST
SIDE OF HATCH
WITH CAP AT EACH
GALVANIZED TUBE
2 1/2 x 1 1/2 x 1/4"
AFTER FABRICATION
HOT DIP GALVANIZED
(3) 5/8" BOLTS MINIMUM
ANGLES TO HATCH CURBS WITH
ATTACH HOT DIP GALVANIZED
SIDE OF HATCH
L 3 x 3 x 1/3 AT EACH
ELEVATION
ELEVATION AS HATCH
SINGLE RUNG AT SAME
HATCH
ROOF
2 GRAB BARS ATTACHED TO HATCH FRAME
NOT TO SCALE
NOT TO SCALEA611
COUNTERBALANCED HATCH COVER AT ROOF
2. GRAB BAR NOT SHOWN FOR CLARITY.
1. HATCH WIDTH 24" MIN FROM FACE - FACE OF OPERATING ARMS.
CATWALK HATCH AND CAB DETAILS
ARCHITECTURE
NEW FLASHING
PROVIDE AND INSTALL
SEALANT WITH BACKER ROD
PROVIDE AND INSTALL NEW
METAL PANEL INSTALLATION
REUSED AFTER NEW INSULATED
BE REMOVED AND STORED TO BE
EXISTING ALUMINUM SYSTEM TO
METAL PANEL DETAIL
SCALE: 3" = 1' - 0"
PANEL INSTALLATION
INSULATED METAL
REPAINTED AFTER NEW
TO BE REUSED AND
REMOVED AND STORED
SYSTEM TO BE
EXISTING ALUMINUM
SEALANT
INSTALL NEW
PROVIDE AND
BE FIELD VERIFIED
PANELS DIMENSION TO
INSULATED METAL
NEW 2" PREFINISHED
PROVIDE AND INSTALL
MIAMI-DADE COUNTY BUILDING CODE COMPLIANCE OFFICE.
CODE. PROVIDE EVIDENCE OF PRODUCT CURRENT OF
VELOCITY HURRICANE ZONE OF THE FLORIDA BUILDING
TO CENTRIA, DESIGNED TO COMPLY WITH THE HIGH
PROVIDE INSULATED METAL PANELS (R-20 MIN.), EQUAL 3.
SPECIFICATIONS.
SUB-CONTRACTOR, AS PER THE REQUIREMENTS OF THE
CONNECTIONS AND ATTACHMENT FURNISHED BY A SINGLE
PANEL SYSTEM, INCLUDING FULLY ENGINEERED
CONTRACTOR TO PROVIDE A COMPLETE INSULATED METAL
ONLY. THE INTENT OF THIS DRAWING IS FOR THE
INSULATED METAL PANEL DETAIL SHOWN IS DIAGRAMMATIC 2.
EXISTING CONDITIONS ARE NOT DEPICTED IN DRAWINGS.
CONTRACTOR SHALL COORDINATE WITH FAA COR IF 1.
INSULATED METAL PANEL NOTES
EXISTING GLAZING
EXISTING
EXISTING
R30 MIN. TYP
ROOF MEMBRANE
FLASHING SEE 1/A611
HINGE
CANT STRIP
SEE 1/A611
FLASHING
HATCH CURB
INSULATED
ABBREVIATIONS - SHEET 1
G010
COL COLUMN
CO CLEANOUT, CONDUIT ONLY
CMU CONCRETE MASONRY UNIT
CM COMMUNICATION MANHOLE
CLR CLEAR
CLG CEILING
CLF CURRENT LIMITING FUSE
CL CENTERLINE
CKT CIRCUIT
C.I.P. CAST IN PLACE
CWS CHILLED WATER SUPPLY
CWR CHILLED WATER RETURN
CWP CHILLED WATER PUMP
CHWS CHILLED WATER SUPPLY
CHWR CHILLED WATER RETURN
CHW CHILLED WATER
CHKD CHECKERED
CH CHILLER
CFM CUBIC FEET PER MINUTE
CFACC CENTRIFUGAL FAN AIR COOLED CONDENSER
CF CUBIC FOOT/FEET
CAF COMBUSTION AIR FAN
CENTRIF CENTRIFUGAL
CENT CENTRIFUGAL
CD CEILING DIFFUSER, CONDENSATE DRAIN
CCTV CLOSED CIRCUIT TELEVISION
CBCR CURVED BLADE CEILING REG.
CB CIRCUIT BREAKER
CAV CONSTANT AIR VOLUME
CAP CAPACITY
C CONDUIT
BTUH BRITISH THERMAL UNIT/HOUR
BTU BRITISH THERMAL UNIT
BSMT BASEMENT
BSDC BARE SOFT DRAWN COPPER
BPU BREAKER PROGRAMMING UNIT
BP BOOSTER PUMP
BOT BOTTOM
BOP BOTTOM OF PIPING
BOF BOTTOM OF FIXTURE
BOD BOTTOM OF DUCT, BACKDRAFT DAMPER
BLK BLACK
BLDG BUILDING
BITS BYPASS ISOLATION TRANSFER SWITCH
BI BACKWARD INCLINED
BFP BACKFLOW PREVENTER
BFC BELOW FINISHED CEILING
BF BELOW FLOOR (PIPE SIZE)
BDD BACKDRAFT DAMPER
BCKP BACKUP
BC BARE COPPER
BBHWH BASEBOARD HOT WATER HEATER
BAT CHGR BATTERY CHARGER
AWS AMERICAN WELDING SOCIETY
AWG AMERICAN WIRE GAUGE
AVG AVERAGE
AV AUTOMATIC VENT
AUX AUXILIARY
ATV ATMOSPHERIC VENT
ATS AUTOMATIC TRANSFER SWITCH
ATCT AIRPORT TRAFFIC CONTROL TOWER
ATC AIR TRAFFIC CONTROL
ATC ACOUSTICAL TILE CEILING
ATBM AIRWAY/TERMINAL BUILDING MAINTENANCE FACILITY
AT AMPERE TRIP
ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS
AND AIR CONDITIONING ENGINEERS
ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION
A/S AUDIBLE STROBE
AS AIR SEPARATOR
ARTS AUTOMATED RADAR
ARCH ARCHITECT, ARCHITECTURAL
APPROX APPROXIMATELY
APD AIR PRESSURE DROP
AP ANNUNCIATOR POINT, ACCESS PANEL
AO ANALOG OUTPUT
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
ANN ANNUNCIATOR
AMM AMMETER
ALUM ALUMINUM
AL-GL ALUMINUM AND GLASS
AL AIRPORT LIGHTING, ALUMINUM
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AIC AMPERE INTERRUPTING CAPACITY
AI ANALOG INPUT
AHU AIR HANDLING UNIT
AH AIR HANDLER
AFR ABOVE FINISHED ROOF
AFG ABOVE FINISHED GRADE
AFF ABOVE FINISHED FLOOR
AF AMPERE FRAME
ADJ ADJUSTABLE
AD ACCESS DOOR, AREA DRAIN
ACT ACOUSTICAL CEILING TILE, ACCESS CONTROL TERMINAL
ACM ASBESTOS CONTAINING MATERIAL
ACI AMERICAN CONCRETE INSTITUTE
ACDFC AIR COOLED DRY FLUID COOLER
ACC AIR COOLED CHILLER
A/C AIR CONDITIONING
AC ALTERNATING CURRENT, ABOVE CEILING
ABG ABOVE FINISHED GRADE
AAV AUTOMATIC AIR VENT
AA AIR COOLED
A AMPERE
EXP EXPOSED, EXPANSION
EXIST EXISTING
EXH EXHAUST
EWT ENTERING WATER TEMPERATURE
EWH ELECTRIC WALL HEATER, ELECTRIC WATER HEATER
EWC ELECTRICAL WATER COOLER
EW EACH WAY
EUH ELECTRIC UNIT HEATER
ET EXPANSION TANK
ESP EXTERNAL STATIC PRESSURE
ERMS ENVIRONMENTAL REMOTE MONITORING SYSTEM
ER EXHAUST REGISTER
EQUIP EQUIPMENT
EQ EQUAL
ENT ENTERING
EMT ELECTRICAL METALLIC TUBING
EMS ENERGY MANAGEMENT SYSTEM
EMI ELECTROMAGNETIC INTERFACE
EMERG EMERGENCY
EMCS ENERGY MANAGEMENT AND CONTROL SYSTEM
ELEV, EL ELEVATION, ELEVATOR
ELEC ELECTRIC
EIFS EXTERIOR INSULATION FINISH SYSTEM
EHC ELECTRIC HEATING COIL
EH ELECTRIC HEATER, ELECTRONIC HUMIDIFIER
EMERGENCY GENERATOR
EG, E/G ENGINE GENERATOR, EXHAUST GRILLE
EF EXHAUST FAN
EES EARTH ELECTRODE SYSTEM
EDH ELECTRIC DUCT HEATER
EDAM ELECTRICAL DATA ACQUISITION AND MONITORING
ECP ENGINE CONTROL PANEL
EAT ENTERING AIR TEMPERATURE
EA EACH, EXHAUST AIR
E EAST
DWL DOWEL
DWGS DRAWINGS
DWDI DOUBLE WIDTH DOUBLE INLET
DWBP DOMESTIC WATER BOOSTER PUMP
DTS DOUBLE THROW SWITCH
DT DOUBLE THROW, DIAPHRAM TANK
DSF DESTRATIFICATION FAN
DPT DIFFERENTIAL PRESSURE TRANSMITTER
DPST DOUBLE POLE SINGLE THROW
D PNL DISTRIBUTION PANEL
DPDT DOUBLE POLE DOUBLE THROW
DP DIFFERENTIAL PRESSURE
DO DIGITAL OUTPUT
DN DOWN
DM DEMAND METER
DF DEGREES FAHRENHEIT
DISC DISCONNECT
DIM DIMENSION
DIFF DIFFUSER
DIAG DIAGONAL
DIA DIAMETER
DI DIGITAL INPUT
DHW DOMESTIC HOT WATER
DG DOOR GRILLE
DET DETAIL
DEMO DEMOLITION
DEG DEGREE
DDC DIRECT DIGITAL CONTROL
DC DIRECT CURRENT
DBL DOUBLE
DB DRY BULB, DIRECT BURIAL, DUCTBANK
DAMP DAMPER
D DRAIN
CY YD CUBIC YARD
CWV COMBINATION WASTE AND VENT
CWS CONDENSER WATER SUPPLY
CWR CONDENSER WATER RETURN
CWP CONDENSER WATER PUMP, CHILLED WATER PUMP
CW COLD (DOMESTIC) WATER
CVC CENTRAL VACUUM CLEANER
CV CONSTANT VOLUME, CONTROL VALVE
CU FT CUBIC FOOT/FEET
CU CONDENSING UNIT, COPPER
CTL CONTROL
CURRENT TRANSFORMER, CERAMIC TILE
CT COOLING TOWER, CABLE TRAY,
CSF CHEMICAL SHOT FEEDER
CS CONTROL SWITCH
CR CONTROL RELAY
CPU CENTRAL PROCESSING UNIT
CPT CARPET
CPC CRITICAL POWER CENTER
COR CONTRACTING OFFICER'S REPRESENTATIVE
CONTR CONTRACTOR
CONT CONTINUATION
CONN CONNECTION
CONFIG CONFIGURATION
COND CONDENSATE
CONC CONCRETE
COMM COMMUNICATIONS
ISMS INTEGRATED SECURITY MANAGEMENT SYSTEM
INV INVERT
INT INTERIOR
INSUL INSULATED
INDIC INDICATOR
INCL INCLUDE
INCAND INCANDESCENT
IN INCHES
IE INVERT ELEVATION
IC INTERCOMMUNICATION, INTERCOM
I
HZ HERTZ
HX HEAT EXCHANGER
HWUH HOT WATER UNIT HEATER
HWS HOT WATER SUPPLY
HWR HOT WATER RETURN
HWP HOT WATER PUMP
HVAC HEATING, VENTILATION AND AIR CONDITIONING
HU HUMIDIFIER
HTR HEATER
HTG HEATING
HT HEIGHT
HSB HIGH STRENGTH BOLT
HS HIGH STRENGTH
HR HOUR
HPS HIGH PRESSURE SODIUM
HP HORSEPOWER
HORIZ HORIZONTAL
HOA HAND-OFF-AUTOMATIC
H. MET. HOLLOW METAL
HM HOLLOW METAL
HH HAND HOLE
HEX HEXAGONAL
HB HOSE BIBB
HAZMAT HAZARDOUS MATERIALS
GYP GYPSUM
GWB GYPSUM WALLBOARD
GUH GAS FIRED UNIT HEATER
GRS GALVANIZED RIGID STEEL
GRN GREEN
GPM GALLONS PER MINUTE
GPH GALLONS PER HOUR
GOVT GOVERNMENT
GND GROUND CONNECTOR
GFM GOVERNMENT FURNISHED MATERIAL
GFE GOVERNMENT FURNISHED EQUIPMENT
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GEN GENERAL, GENERATOR
GALV GALVANIZED
GAL GALLON
GA GAUGE
G GROUND
FWD FORWARD, FIRE SPRINKLER WATER DRAIN
FWS FIRE WATER SUPPLY
FW FIRE WATER
FVC FIRE VALVE CABINET
FV FULL VOLTAGE
FTG FOOTING, FITTING
FT FEET
FSS FUSIBLE SAFETY SWITCH
FSD FIRE/SMOKE DAMPER
FS FLOW SWITCH, FLOOR SINK
FPU FIELD PROGRAMMING UNIT
FPM FEET PER MINUTE
FP FIRE PUMP
FOT FIBER OPTIC TERMINAL, FUEL OIL TRANSFER
FOS FUEL OIL SUPPLY
FOR FUEL OIL RETURN
FOG FUEL OIL GAGE
FOD FACE OPERATED DAMPER
FO FIBER OPTIC
FM FACTORY MUTUAL, FORCE MAIN
FLUOR FLUORESCENT
FLS FLOW SWITCH, FIRE AND LIFE SAFETY
FLEX FLEXIBLE
FLR FLOOR
FLA FULL LOAD AMPERES
FIN FINISH
FIG FIGURE
FHV FIRE HOSE VALVE
FHC FIRE HOSE CABINET
FH FIRE HYDRANT
FG FIBERGLASS
FFE FINISHED FLOOR ELEVATION
FF FLY FAN
FEC FIRE EXTINGUISHER CABINET
FE FIRE EXTINGUISHER
FDR FEEDER
FDN FOUNDATION
FDC FIRE DEPARTMENT CONNECTION
FD FLOOR DRAIN, FIRE DAMPER
FCV FLOW CONTROL VALVE
FCU FAN COIL UNIT
FCO FLOOR CLEANOUT
FC FACE OF CURB, FLEXIBLE CONNECTION
FACT FACTORY
FACP FIRE ALARM CONTROL PANEL
FAA FEDERAL AVIATION ADMINISTRATION
FA FIRE ALARM, FREE AREA, FAN COOLED, FRESH AIR
°F DEGREES FAHRENHEIT
F FIRE WATER SUPPLY
MVD MANUAL VOLUME DAMPER
MVA MEGAVOLT AMPERE
MV MANUAL VENT
MUW MAKE-UP WATER
MUA MAKE-UP AIR
MTL METAL
MTD MOUNTED
MPG MULTI-POINT GROUND
MOD MOTOR OPERATED DAMPER
MM MILLIMETER
MLO MAIN LUGS ONLY
MISC MISCELLANEOUS
MIN MINIMAL, MINUTE, MINIMUM
MIL ST MILITARY STANDARD
MIL THOUSANDTHS OF AN INCH
MH MANHOLE
MG MOTOR GENERATOR
MFR MANUFACTURER
MEMB MEMBRANE
MED MEDIUM
MECH MECHANICAL
MDT MAIN DISTRIBUTION TERMINAL
MDF MEDIUM DENSITY FIBERBOARD
MD MANUAL DAMPER
MCP MOTOR CIRCUIT PROTECTOR
MCM THOUSAND CIRCULAR MILLS
MCC MOTOR CONTROL CENTER
MCB MOLDED CASE BREAKER
MBP MAINTENANCE BYPASS PANEL
MBH THOUSAND BTU/HOUR
MAX MAXIMUM
MAINT MAINTENANCE
MAG MAGNETIC DOOR HOLD OPEN
LWT LEAVING WATER TEMPERATURE
LVL LEVEL
LV LOW VOLTAGE
LTG LIGHTING
LT LIQUID TIGHT
LSD LINEAR SLOT DIFFUSER
LS LIGHT STANDARD
LRG LINEAR RETURN GRILLE
LRAG LINEAR RETURN AIR GRILLE
LRA LOCKED ROTOR AMPERE
LP LOW POINT
LOSP LOCAL OPERATING STATUS PANEL
LONG LONGITUDINAL
LLV LONG LEG VERTICAL
LLH LONG LEG HORIZONTAL
LFS LIGHTING FIXTURE SCHEDULE
LF LINEAR FEET
LD LINEAR DIFFUSER
LBS POUNDS
LBR LINEAR BAR RETURN
LBG LINEAR BAR GRILLE
LBD LINEAR BAR DIFFUSER
LAT LEAVING AIR TEMPERATURE
L&S LOUVER AND SCREEN
KWH KILOWATT HOUR
KW KILOWATT
KVAR KILOVOLT AMPERES-REACTIVE
KVA KILOVOLT AMPERES
KV KILOVOLT
KCMIL THOUSAND CIRCULAR MILLS
KA KILOAMPERES
JT JOINT
JP JOCKEY PUMP
JB JUNCTION BOX
J
CRK
RAB
GENERAL
FT LAUDERDALE (INTERNATIONAL) FL
FLL-D-TOWB-
WW JOB NUMBER: 219075.00
4 0 4 8
1/4" = 1'-0"
SCALE IN FEET
020 20 40
GRAPHIC SCALE
GRAPHIC SCALE
AXXX
GENERAL SYMBOL LEGEND:
SECTION LETTER
SECTION IS LOCATED
SHEET NUMBER WHERE
DETAIL IS LOCATED
DETAIL NUMBER
ELEVATION IS LOCATED
ELEVATION NUMBER
* SCALE OR OTHER INFORMATION
DETAIL NUMBER
DETAIL TITLE
SECTION CUT
ELEVATION
DETAIL 2
GENERAL NOTES
SYMBOL LEGEND
G015
TITLE OF PLAN, SECTION OR DETAIL
THE SHEET IS REDUCED IN SIZE.
USING THE APPROPRIATE BAR SCALE WHEN
USED FOR SCALING AT FULL SIZE AND FOR
(22" X 34" DRAWING SHEET SIZE) AND IS
THIS SCALE REFERS TO FULL SIZE DRAWING
VERIFY FIELD CONDITIONS PRIOR TO COMMENCING EACH PORTION OF THE WORK.3.
DO NOT SCALE DRAWINGS.2.
FOR ALL ABBREVIATIONS REFERENCE DRAWINGS G010 & G011.1.
IS LOCATED
PLAN, SECTION OR DETAIL
B-5 ROOM TAG
X-1 DOOR TAG
1 1
G040
CONSTRUCTION STAGING NOTES
CONSTRUCTION COORDINATION NOTES
CONSTRUCTION NOTES
AND 2 SINKS. BOTH UNITS TO BE CONDITIONED.
PROVIDE TEMPORARY RESTROOM TRAILERS FOR FAA PERSONNEL, WOMEN UNIT TO INCLUDE 2 STALLS AND 2 SINKS, MEN UNIT TO INCLUDE 2 STALLS, 2 URINALS 2.
REFER TO SPECIFICATIONS, SECTION 01 50 00 FOR TEMPORARY FACILITES.1.
H. TEMPORARY FACILITIES
WELDING EQUIPMENT SHALL NOT BE POWERED BY THE FACILITY ELECTRICAL SYSTEM. WELDING SHALL NOT BE PERMITTED IN FAA OCCUPIED AREA.3.
OFFICERS REPRESENTATIVE A MINIMUM OF 10 WORKING DAYS IN ADVANCE OF THE SHUTDOWN OR CUTOVER.
HOURS. PREPARATORY WORK SHALL BE COMPLETED PRIOR TO SHUTDOWN. CUTOVER WORK SHALL BE SCHEDULED AND COORDINATED WITH THE FAA CONTRACTING
SHUTDOWNS, CUTOVERS AND ANY TEMPORARY PROVISIONS FOR PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE ACCOMPLISHED AFTER NORMAL OPERATING 2.
OF THE FLYING PUBLIC. SEE SPECIAL NOTES ON SHEET M000 FOR ADDITIONAL REQUIREMENTS.
SUCH DAMAGE OR DISRUPTION OF POWER SHOULD OCCUR. THE LOSS OF THESE COMPUTERS AND EQUIPMENT FOR ANY AMOUNT OF TIME WILL JEOPARDIZE THE SAFETY
NEGLIGENCE SUCH AS, BUT NOT LIMITED TO, DISRUPTION OF POWER TO THE UNITS. INFORM THE FAA CONTRACTING OFFICERS REPRESENTATIVE IMMEDIATELY IF
RESPONSIBLE FOR THE CONTINUOUS PROTECTION OF THIS EQUIPMENT FROM PHYSICAL AND ELECTRICAL DAMAGE AS A RESULT OF INCIDENTAL OR ACCIDENTAL
EXISTING FAA AIR TRAFFIC COMPUTERS AND EQUIPMENT SHALL REMAIN OPERATIONAL THROUGHOUT THE DURATION OF THIS CONTRACT. THE CONTRACTOR SHALL BE 1.
G. EQUIPMENT PROTECTION
FAA CONTRACTING OFFICERS REPRESENTATIVE.
CONCRETE SAWING, GRINDING, CORE DRILLING, CONCRETE DEMOLITION AND ANCHOR DRILLING WILL BE ALLOWED ONLY AT PREARRANGED TIMES APPROVED BY THE 3.
SEE CONSTRUCTION SEQUENCE NOTES FOR FURTHER INFORMATION.2.
CONSTRUCTION IN ADVANCE WITH THE FAA CONTRACTING OFFICERS REPRESENTATIVE.
IN AREAS ADJACENT TO THE AIR TRAFFIC CONTROL FUNCTION MUST BE ACCOMPLISHED AFTER NORMAL OPERATING HOURS. COORDINATE NIGHT WORK AND OVERTIME
THE CONTRACTOR SHALL NOT INTERFERE WITH THE AIR TRAFFIC CONTROL FUNCTION OF THE FACILITY. DEMOLITION NOISE, CONSTRUCTION NOISE AND ALL WORK 1.
F. DEMOLITION AND CONSTRUCTION HOURS
A FIRE OR LIFE SAFETY HAZARD.
REMOVE ALL CONSTRUCTION AND/OR DEMOLITION DEBRIS FROM THE JOB SITE TO MAINTAIN A CLEAN AND SAFE ENVIRONMENT AND TO PREVENT THE POSSIBILITY OF 2.
DUMPSTERS SHALL BE KEPT CLEAN AND FREE OF DEBRIS AND DUST DURING CONSTRUCTION. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR IN A TIMELY MANNER.
ENCLOSED DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE PROVIDED BY THE CONTRACTOR WITHIN THE STAGING AREA. THE AREAS AROUND THE 1.
E. CONSTRUCTION DEBRIS
UNDERGROUND UTILITIES MAY RUN THROUGH THE STAGING AREA AND ELSEWHERE.
SHALL NOT PERFORM ANY DIGGING WITHOUT PERMISSION FROM THE FAA CONTRACTING OFFICERS REPRESENTATIVE. BURIED CABLES AND OTHER EXISTING
STORED AND PROTECTED. A CONSTRUCTION FENCE SHALL BE PROVIDED AT THE DISCRETION OF THE FAA CONTRACTING OFFICERS REPRESENTATIVE. CONTRACTOR
STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON THE SITE SHALL BE LIMITED TO THE CONSTRUCTION STAGING AREA. MATERIALS SHALL BE NEATLY 1.
D. CONSTRUCTION MATERIAL STORAGE
EGRESS.
THE BUILDING IS A SECURE AREA, AND CONSTRUCTION PERSONNEL SHALL REMAIN IN THE CONSTRUCTION AREAS. CONTRACTOR SHALL MINIMIZE INGRESS AND 2.
BE IDENTIFIED AS SUCH. EACH CONSTRUCTION EMPLOYEE SHALL CHECK IN AND OUT UPON ENTERING AND LEAVING THE SITE.
THOSE CONSTRUCTION PERSONNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDUCT OF CONTRACTOR'S PERSONNEL ON SITE. CONTRACTOR VEHICLES SHALL
PERIMETER GATE. CONTRACTOR TO COORDINATE WITH HIS SUBS AND EMPLOYEES THE ACCESS TO THE FACILITY. TEMPORARY SECURITY BADGES MAY BE ISSUED TO
REQUIRED TO OBTAIN AN FAA CONTRACTOR BADGE PRIOR TO THE START OF WORK. A FACILITY ACCESS CARD WILL BE ISSUED AND WILL ALLOW ACCESS TO THE
AN ADVANCE LIST OF THE CONTRACTOR'S PERSONNEL SHALL BE PROVIDED TO THE FAA CONTRACTING OFFICERS REPRESENTATIVE. CONTRACTOR SUPERINTENDENT IS 1.
C. FAA SECURITY REQUIREMENTS
SIGNS AS NECESSARY TO RESERVE AN AREA FOR CONSTRUCTION PARKING ONLY.
CONTRACTOR'S STAGING AND PERSONNEL PARKING IS LIMITED AND SHALL BE DETERMINED AT THE PRECONSTRUCTION CONFERENCE. CONTRACTOR SHALL PROVIDE 1.
B. CONTRACTOR STAGING AREA AND PARKING
SHIFT CHANGES TO AVOID CONGESTION.
DELIVERIES SHALL BE SCHEDULED 48 HOURS IN ADVANCE WITH THE FAA CONTRACTING OFFICERS REPRESENTATIVE AND AT TIMES OTHER THAN THE FAA EMPLOYEE 1.
A. CONSTRUCTION ACCESS
STAGING AREA MUST BE COORDINATED WITH SITE PERSONNEL VIA THE FAA CONTRACTING OFFICERS REPRESENTATIVE.
CONSTRUCTION ACCESS (VEHICLE, PEDESTRIAN AND DELIVERIES), CONTRACTOR'S PARKING, CONSTRUCTION OFFICES AND THE EXTENT/SIZE OF THE CONSTRUCTION
PARAPHRASE OR SUPPLEMENT DIVISION 1 REQUIREMENTS AND ARE NOT INTENDED TO REPLACE DIVISION 1 REQUIREMENTS.
THE FOLLOWING NOTES REPRESENT MANY OF THE MAJOR REQUIREMENTS STATED IN "DIVISION 1 - GENERAL REQUIREMENTS" OF THE SPECIFICATIONS. THESE NOTES
DESIGN CRITERIA AND REFERENCES
CLARIFY.
THESE DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. IF THERE ARE DIMENSIONS DISCREPANCIES OR CONCERNS, CONTACT THE FAA COR TO 15.
THE COST OF ANY CHANGES REQUIRED BY THE CLIENT TO SUITABLY MODIFY SUCH WORK SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.
PRIOR TO THE BEGGINING OF THE AFFECTED WORK. WORK THAT PROCEEDS IN VIOLATION OF THIS PRINCIPLE IS AT THE CONTRACTOR'S OWN RISK, AND
THEREIN, SHALL BE REPORTED TO THE FAA CONTRACTING OFFICERS REPRESENTATIVE (COR) IMMEDIATELY, AND SUITABLE RESOLUTION ESTABLISHED
ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS , OR ANY AMBIGUITIES OR INCONSISTENCIES CONTAIN 14.
IMMEDIATELY.
IF AN UNSAFE CONDITION OR LIFE THREATENING HAZARD IS NOTED AT THE SITE, NOTIFY THE FAA CONTRACTING OFFICERS REPRESENTATIVE 13.
MANUFACTURED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.12.
ALL EXTERIOR DIMENSIONS ARE FROM THE EXTERIOR FACE OF WALL.11.
ALL INTERIOR DIMENSIONS ARE FROM THE FACE OF STUD OF MASONRY STRUCTURE, UNLESS OTHERWISE NOTED.10.
REINSTALL ALL SMOKE/FIRE DETECTORS AS REQUIRED.9.
DO NOT PAINT OVER ANY FIRE DOOR LABEL.8.
REPRESENTATIVE SHALL APPROVE THE SYSTEM TO BE UTILIZED FOR VENTILATION PRIOR TO USE.
PAINTING, CURING OF FRP RESINS AND OTHER CONSTRUCTION ACTIVITIES THAT HAVE THE POTENTIAL FOR STRONG ODORS. THE CONTRACTING OFFICERS
CONTRACTOR SHALL USE VERY LOW VOC PAINTS AND COATINGS AND PROVIDE ADEQUATE MEASURES FOR VENTILATION TO MINIMIZE ODORS DURING 7.
RELOCATED BY THE CONTRACTOR. COORDINATE WITH CONTRACTING OFFICERS REPRESENTATIVE.
IF NECESSARY ALL ELECTRONIC EQUIPMENT CIRCUITS SHALL BE RELOCATED BY THE FAA. ALL OTHER BUILDING SYSTEMS CIRCUITS SHALL BE 6.
LOCKOUT AND TAG PROCEDURES MUST BE FOLLOWED AT ALL TIMES.5.
DISRUPTION TO THE NORMAL OPERATIONS OF THE FACILITY. NORMAL HOURS OF OPERATION ARE STATED IN DIVISION 1 OF THE SPECIFICATIONS.
FACILITY DURING NORMAL OPERATING HOURS. ALL WORK NEEDS TO BE COORDINATED WITH FAA CONTRACTING OFFICERS REPRESENTATIVE TO AVOID
THE CONSTRUCTION OF THIS PROJECT MUST NOT INTERFERE WITH OPERATION OF THE AIR TRAFFIC CONTROL FUNCTION OR ACCESS AND EGRESS TO THE 4.
AREA DURING ALL GENERAL CONSTRUCTION SEQUENCES.
CONSTRUCTION NOISE, DUST AND DEBRIS MUST NOT INTERFERE WITH OPERATION OF ATCT FACILITY. MAINTAIN HEPA FILTRATION OF CONSTRUCTION 3.
SIGNIFICANT AMOUNTS OF WORK MUST BE COMPLETED AFTER NORMAL OPERATING HOURS. 2.
NOTICE TO PROCEED IS ISSUED. SCHEDULE SHALL OUTLINE ALL PHASES OF THE WORK AND THEIR IMPACT ON THE OPERATION OF THE FACILITY.
PLAN AND PROVIDE A COMPLETE AND COMPREHENSIVE SCHEDULE TO THE CONTRACTING OFFICERS REPRESENTATIVE FOR REVIEW AND APPROVAL BEFORE A
FAA WILL COORDINATE PHASING PLAN WITH FACILITY TO MINIMIZE THE DISRUPTION OF OPERATIONS. THE CONTRACTOR SHALL USE THIS PHASING 1.
DEMOLITION NOTES
AFTER NEW CONSTRUCTION IS COMPLETED.
IF A PORTION OF AN EXISTING WALL IS DEMOLISHED OR PATCHED, THE ENTIRE WALL OR CEILING SHALL BE PAINTED 3.
STRUCTURAL INTEGRITY SHALL BE MAINTAINED FOR ALL BUILDING ELEMENTS DURING AND AFTER DEMOLITION.2.
EXISTING APPEARANCE, UNLESS NOTED OTHERWISE.
BY THE CONSTRUCTION TO MAINTAIN THEIR FIXTURES OR BUILDING ASSEMBLIES. REPAIR ALL AREAS AFFECTED
FACILITY TO BE PROTECTED DURING CONSTRUCTION AND FROM DAMAGE TO ANY EXISTING OR ADJACENT FINISHES, MATERIALS, 1.
APPLICABLE FAA ORDERS AND STANDARDS.-
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 780, STANDARD FOR THE INSTALLATION OF LIGHT PROTECTION SYSTEMS, 2015.-
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 110, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS, 2016-
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE, 2015-
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 92, STANDARD FOR SMOKE CONTROL SYSTEMS, 2015.-
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS, 2015.-
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 75, STANDARD FOR THE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT, 2013.-
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, NATIONAL FIE ALARM AND SIGNALING CODE, 2016.-
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, NATIONAL ELECTRICAL CODE, 2017.-
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 20, STANDARD FOR THE INSTALLATION STATIONARY PUMPS FOR FIRE PROTECTION, 2016.-
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016.-
NATIONAL ELECTRICAL CODE (NEC), 2017.-
INTERNATIONAL PLUMBING CODE (IPC), 2015.-
INTERNATIONAL MECHANICAL CODE (IMC), 2015.-
INTERNATIONAL FIRE CODE (IFC), 2015.-
INTERNATIONAL BUILDING CODE (IBC), 2015.-
H001
THE PROJECT
AFFECTED BY
(SEE SPECIFICATIONS FOR ACM REPORT)
SUSPECTED ASBESTOS MATERIAL LOCATION SUMMARY
(ACM)
ASBESTOS MATERIAL
HAZARDOUS MATERIALS
HAZMAT NOTES
REQUIREMENTS.
MEDIA AND HANDLED AND DISPOSED OF CONSISTENT WITH ALL APPLICABLE LAWS AND
SUBSTANCES, OR MATERIALS, ARE MANAGED TO AVOID CONTAMINATION OF ENVIRONMENTAL
THOSE THAT CONSIST OF ASBESTOS, LEAD, OR OTHER HAZARDOUS CONSTITUENTS, WASTES,
4. THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION GENERATED SOLID WASTES, INCLUDING
PAINT. REFER TO FAA STANDARD SPECIFICATIONS.
3. PAINTED AREAS SUCH AS THE STAIR HANDRAILS ARE ASSUMED TO CONTAIN LEAD-BASED
FAA STANDARD SPECIFICATIONS.
THAT ARE BEING DISTRURBED BY THIS PROJECT. REFER TO APPROPRIATE SECTIONS OF
2. IT IS THE INTENT OF THIS DRAWING TO REMOVE THE ASBESTOS CONTAINING MATERIAL
IS LISTED.
THE COMPLETE REPORT IS ON FILE WITH THE FAA. PROVIDE TEST WHERE ASSUMED ACM
A SUMMARY OF THIS REPORT IS INCLUDED AS AN APPENDIX TO THE SPECIFICATIONS.
SHOWN IN THE REPORT PREPARED BY RESEARCH MANAGEMENT CONSULTANTS, INC.
IS A SUMMARY OF ASBESTOS CONTAINING MATERIAL (ACM) AND IT'S LOCATION AS
1. BUILDING CONTAINS HAZARDOUS MATERIAL (HAZMAT). THE TABLE ON THIS DRAWING ROOM NAME
10TH FLOOR (JUNCTION LEVEL),
CORRIDOR
EQUIPM ROOM
ATCT
TELCO
EQUIPMENT ROOM
TELCO
CONFERENCE ROOM
AF STORAGE
AF STORAGE, EAST WALL
BASE BUILDING
6" BEIGE BASE BOARD TAN MASTIC
12"X12" PEACH VINYL FLOOR TILE TAN MASTIC
YELLOW MASTIC
TAN MASTIC
12"X12" WHITE VINYL FLOOR TILE
4" BROWN VINYL BASEBOARD
WITH SPOTS AND BLACK MASTIC
12"X 12"WHITE VINYL FLOOR TILE
BLACK MASTIC
OFF WHITE FLOOR TILE
BLACK MASTIC
WITH SPOTS AND BLACK MASTIC
12"X 12"WHITE VINYL FLOOR TILE
2" BLACK VINYL BASE BOARD YELLOW MASTIC
WITH JOINT COMPOUND
INTERIOR PERIMETER DRYWALL
WHITE JOINT COMPOUND
YELLOW MASTICTILE GREY SPOTS
12"X 12" WHITE VINYL FLOOR
STRIKES AND MASTIC
BLACK VINYL FLOOR TILE WITH
YELLOW MASTIC
TEM - SAMPLE NOT ANALYZED
NEGATIVE
RESULTS
NO
ROOM
WOMENS
MEN'S
ACCESSIBLE
128A
5'-0"
13'-3"
6'-11" 1'-4"
SCALE: 3/8" = 1' - 0"A400
1 RESTROOM DEMO PLAN
SCALE: 3/8" = 1' - 0 "A400
2 RESTROOM NEW WORK PLAN
DEMOLITION KEYNOTES
REMOVE EXISTING DOOR
REMOVE EXISTING TOILET PARTITIONS
REMOVE EXISTING WATERCLOSETS
REMOVE EXISTING URINALS
REMOVE EXISTING LAVATORY AND COUNTER TOP
REMOVE EXISTING CERAMIC TILE
4 4
4 4
ELECTRICAL.
PATCH AND PAINT CEILING, INSTALL NEW LIGHT FIXTURES, REFER TO
EXISTING CEILING TO REMAIN, EXISTING LIGHT FIXTURES TO BE REMOVED. 7.
PROVIDE NEW TOILET PARTITIONS. REFER TO A500 FOR MORE INFORMATION.6.
128 AND 128A.
PROVIDE NEW GYPSUM BOARD CEILING AND CEILING FIXTURES IN ROOMS 5.
PROVIDE NEW DOORS. REFER TO DOOR SCHEDULE.4.
PROVIDE NEW FLOOR AND WALL CERAMIC TILE. REFER TO FINISH SCHEDULE.3.
PROVIDE NEW ACCESSORIES, REFER TO TOILET ACCESSORIES SCHEDULE.2.
PROVIDE NEW BATHROOM FIXTURES. REFER TO PLUMBING DRAWINGS.1.
TOILET TISSUE DISPENSER
SOAP DISPENSER
MIRROR 18" X 30"
SEAT COVER DISPENSER
KEY DESCRIPTION
SURFACE MOUNTED
RECESSED MOUNTED
AND WASTE RECEPTACLE
PAPER TOWEL DISPENSER
SANITARY NAPKIN DISPOSAL
TOILET ACCESSORIES SCHEDULE
EQUAL TO MOUNTING TYPE
BOBRICK B-3699
BOBRICK B-2111
BOBRICK B-165 1830
BOBRICK B-301
BOBRICK B-6806 SERIES
SANITARY NAPKIN VENDOR
BOBRICK B-254
GRAB BARS 1-1/2" X 42"H
BOBRICK B-686
BOBRICK B-2706
A A
A A B
GG
JJ
RESTROOM DEMOLITION AND NEW WORK
ARCHITECTURE
A400
3/8" = 1'-0"
02' 2' 4' 6'
BOBRICK B-212COAT HOOKJ SURFACE MOUNTED
BOBRICK B-6806 SERIESGRAB BARS 1-1/2" X 36"
½
4'-3"
COORDINATE WITH NEW CONSTRUCTION
FOR NEW PLUMBING INSTALLATION.
REMOVE PORTIONS OF EXISTING WALL
ACCESSIBLE
SEE NOTE 7
SEE NOTE 5.
SCALE: 3/8" = 1' - 0 "A400
3 RESTROOM NEW RCP
SEE NOTE 6
REFER TO PLUMBING
(1 TO BE ADA)
TOILET FIXTURES.
INSTALL 2 NEW
TO PLUMBING
BE ADA). REFER
URINALS. (1 TO
PROVIDE 2 NEW
A401
SELECTION
FINISH AND COLOR
REFER TO A550 FOR
COUNTERTOP SSM-1.
ADA SINK
PROVIDE NEW
INSTALL NEW SINK
TOILET FIXTURE
TOILET FIXTURE
PROVIDE AND INSTALL NEW
REFER TO A500 FOR FINISH AND COLOR SCHEDULES
PATCH AND REPAIR WALL AFTER PLUMBING REPAIRS HAVE BEEN COMPLETED
AND COLOR SCHEDULES
SEE A500 FOR FINISH
PROVIDE NEW WALL
WW JOB NUMBER: 219075.00 FLL-D-TRACO-
DOOR TYPES, SCHEDULE AND DETAILS
FUNCTION DESCRIPTION
INSIDE LEVEROUTSIDE LEVER
LOCKED BY LOCKED BYUNLOCKED BY UNLOCKED BY
DESG.
DOOR HARDWARE DESCRIPTION
TURNING THE INSIDE LEVER, OR CANNOT BE LOCKED ALWAYS UNLOCKED
ROTATING THE OUTSIDE LEVER
CANNOT BE LOCKED ALWAYS UNLOCKEDP PASSAGE
FLUSH
NOT TO SCALEA505
2" 2"
HOLLOW METAL
DOOR AND FRAME TYPE
THE INSIDE PUSH BUTTON IS OUT
ROTATING THE OUTSIDE LEVER ONLY WHEN
ROTATING THE INSIDE LEVER, OR
PUSHING THE INSIDE BUTTON
CLOSING THE DOOR
ROTATING INSIDE LEVER, OR
ROTATING THE OUTSIDE SLOTTED BUTTON, OR
CANNOT BE LOCKED ALWAYS UNLOCKEDL PRIVACY
MFR. STD
MFR. STD
3 5/8" MET.
STUDS AT
1'-4" O.C.
3 5/8" 5/8"
BOARD
5/8" GYP.
1/2"
CER. TILE
FIBER BOARD
1/2" CEMENT
.F
.F
3 5/8"
H. MET.
3 5/8" MET.
STUDS AT
1'-4" O.C.
5/8"1/2"
FIBER BOARD
RATED CEMENT
1/2" FIRE
CER. TILE
4 3/4"
DOOR HEAD
A505 SCALE: 3" = 1'-0"
JAMB DET.
VCT
SILL
MARBLE
TILE
CERAMIC
4 SILL DETAIL
OR ROTATING THE INSIDE LEVER
TURNING THE KEY IN THE OUTSIDE LEVER, ALWAYS FIXED CANNOT BE UNLOCKED CANNOT BE LOCKED ALWAYS UNLOCKEDD STOREROOM
SCHEDULE
DOOR SCHEDULE HARDWARE SCHEDULE
ID
SECURITY DOOR MATRIX
DOOR SCHEDULE
V
-1
IK
LOCATION
DOOR # DOOR LOCATION AND NUMBER
SIGN
IM
STORAGE ROOM
E/G BUILDING
E/G BUILDING
3'-0"
3'-0"
7'-0"
7'-0"
1 3/4"
1 3/4"
STL
PAINT
A 1
A 1
3'-0" 7'-0" 1 3/4" PAINTSTL A STL PAINT1 LWOMEN'S ROOM 45
3'-0" 7'-0" 1 3/4" PAINTSTL A STL PAINT1 LACCESSIBLE ROOM 45
3'-0" 7'-0" 1 3/4" PAINTSTL A STL PAINT1 PMEN'S ROOM 45
REFER TRACO-F102 FOR DOOR LOCATION
REFER TRACO-F102 FOR DOOR LOCATION
COMMENTS
BASE BUILDING
EG02A
EG02B
E/G BULDING
GYPSUM BOARD
5/8" FIRE CODE
R1
TYPICAL PARTITION
1/2"
4 5/8"
5/8" GYP.
CEILING
SCHEDULED FINISH
(MIN. 20 GA.)
AT 1'-4" O.C.,
3 5/8" METAL STUDS
CERAMIC TILE
THIN SET
W/ 1-1/2" FLANGE
MIN. 20 GA.
METAL STUD TRACK
TILE BACKER
RATED CEMENT
1/2" FIRE
MINERAL WOOL
STRUCTURE
DECKING OR
UNDERSIDE OF
FIRE RATING:
STC RATING:
PLAN KEY
NONE
FIRE RATED TOILET PARTITION
3 5/8" 1/2"
SCALE:
DESIGN:
TEST NO.:
1 HOUR
UL U433
SCHEDULED BASE
FLOOR SLAB
FLOOR TILE
GYP. BOARD
5/8" FIRE CODE
SEALANT TO PROVIDE A 1HR RATED SEPARATION.
NOTE: WALL TO BE SEALED (TOP AND BOTTOM) WITH FIRE RATED
BOTH SIDES
FIRESTOP SEALANT ON
UL DESIGN: HW-D-0034
HEAD OF WALL
SEALANT, BOTH SIDES
SMOKE AND ACOUSTICAL
EXISTING PIPING TO BE REMOVED
SYMBOLS AND GENERAL NOTES
PLUMBING
P000
LEGEND
PLUMBING GENERAL NOTES
EXISTING PIPING AS SHOWN
HEAVY LINE
NEW WORK AS SHOWN
UNION
FLOW SWITCH
PIPING AND EXISTING PIPING
CONNECTING POINT BETWEEN NEW
EXISTING PIPING TO BE REMOVED
EXISTING PIPING TO REMAIN AND
INTERFACING POINT BETWEEN
RISE IN PIPING
DROP IN PIPING
LIGHT DASHED
PRESSURE GAUGE
DOMESTIC COLD WATER PIPING
JJS
DOMESTIC HOT WATER PIPING
SANITARY VENT PIPING
SANITARY SEWER PIPING
STORM SEWER PIPING
IN ACCORDANCE WITH SPECIFICATIONS.
TEST DRINKING WATER AFTER COMPLETION OF PLUMBING WORK 11.
DRAIN PIPING IN CEILINGS PER SPECIFICATIONS.
PROVIDE INSULATION FOR ALL DOMESTIC PIPING AND STORM 10.
DATA EQUIPMENT, OR ELECTRICAL PANELS.
DO NOT ROUTE PIPING ABOVE ELECTRICAL, COMMUNICATIONS,9.
LOCATIONS WHERE POSSIBILITY OF BACK-SIPHONAGE EXISTS.
PROVIDE APPROPRIATE BACKFLOW PREVENTING DEVICE IN8.
316.
OTHER DEVICE SHALL BE STAINLESS STEEL AISI 304 OR AISI
INSTALL ANY EXTERIOR EQUIPMENT, PIPE, CONDUIT, OR
STRUTS, ANCHOR BOLTS, ANGLES, ETC., USED TO SUPPORT OR
ALL HARDWARE, INCLUDING CLAMPS, BOLTS, NUTS, WASHERS,7.
AT 1/8" PER FOOT IN DIRECTION OF FLOW.
LESS THAN OR EQUAL TO 6" IN SIZE, SLOPE PIPING
FLOW, FOR DRAINAGE PIPING AT LEAST 3" IN SIZE AND
PIPING AT MINIMUM 1/4" PER FOOT IN DIRECTION OF
FOR DRAINAGE PIPING SMALLER THAN 3", SLOPE DRAINAGE6.
STRUCTURE.
ADDITIONAL EXPENSE TO THE GOVERNMENT. DO NOT CUT
TRANSITIONS TO COORDINATE WITH OTHER TRADES WITHOUT
STRUCTURAL, AND FIRE PROTECTION. MAKE OFFSETS AND
COORDINATE PIPING WITH DUCTWORK, ELECTRICAL,5.
OF EQUIPMENT.
WITH ELECTRICAL CONTRACT DOCUMENTS PRIOR TO INSTALLATION
ORDERING. PROVIDE WRITTEN VERIFICATION OF COORDINATION
EQUIPMENT WITH ELECTRICAL CONTRACT DOCUMENTS PRIOR TO
COORDINATE THE VOLTAGE AND PHASE OF EACH PIECE OF4.
PRIOR TO ANY PROCUREMENT, FABRICATION, OR INSTALLATION.
ACCESS, EGRESS, MAINTENANCE, AND REQUIRED CODE CLEARANCES
PROVIDED FOR REVIEW AND APPROVAL SHOWING SPACE FOR
MANUFACTURER EQUIPMENT AVAILABLE. SHOP DRAWINGS SHALL BE
EQUIPMENT SIZES SHOWN ARE BASED UPON TYPICAL3.
BE UNUSABLE UNDER THOSE CIRCUMSTANCES.
FABRICATION, OR MATERIAL/EQUIPMENT PURCHASE WHICH WOULD
FOR RESOLUTION BEFORE PROCEEDING WITH ANY CONSTRUCTION,
ATTENTION OF THE FAA CONTRACTING OFFICER REPRESENTATIVE
DRAWINGS. ANY SUCH DEVIATIONS SHALL BE BROUGHT TO THE
CONDITIONS WHICH DIFFER FROM THOSE SHOWN ON THESE
OF MATERIALS AND ASSEMBLIES. THERE MAY EXIST FIELD
VERIFY ALL DIMENSIONS PRIOR TO FABRICATION OR PURCHASE
FOR MANY OF THESE DRAWINGS. THE CONTRACTOR SHALL FIELD
FACILITY, AND PREVIOUS RECORD DRAWINGS FORM THE BASIS
THIS PROJECT IS A RENOVATION OF AN EXISTING2.
ORDERING OR INSTALLING ANY MATERIALS OR EQUIPMENT.
MATERIALS, AND TEMPERATURE AND PRESSURE RATINGS BEFORE
DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL SIZES,
COORDINATE BETWEEN ALL TRADES PRIOR TO SUBMITTING SHOP
CAREFULLY REVIEW ALL THE CONTRACT DOCUMENTS AND
APPURTENANCES, AND CONTROLS. THE CONTRACTOR SHALL
SYSTEM BE PROVIDED WITH ALL NECESSARY EQUIPMENT,
FOR LOCATIONS). IT IS INTENDED THAT A COMPLETE PLUMBING
INTENDED TO SHOW ALL POSSIBLE CONDITIONS (DO NOT SCALE
THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT1.
D Plumb
FLL-D-TRACO-P000
File details come from the government source that posted it. Updated .