MIA ATCT Precast Panel Repair Drawings REVISED.pdf

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SUBMITTED BY

DRAWING NO

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES

REVIEWED BY

MIA-D-ATCT-

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

AIRPORT TRAFFIC CONTROL TOWER

PRECAST PANEL REPAIR

EASTERN SERVICE AREA ATLANTA, GEORGIA

MIAMI FL(MIAMI INTERNATIONAL AIRPORT)

PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER

REV APPROVED

DATE

REDLINE

DATEDESCRIPTION JCN APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

GENERAL

ATLANTA TERMINAL

ENGINEERING

CENTERW|W PROJECT NUMBER 216103

5901 Peachtree Dunwoody Road| Bldg C| Suite 515 Atlanta, Georgia 30328-6055 phone 678.320.1888 | fax 770.522.8115 wileywilson.com

1600271

JONATHAN S. KREINER VINCENT L. WILLIAMS

9/ /2 5:

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PM

9/18/2017 5:05:55 PM JST

RAB

G000

JST

COVER SHEET

08/31/2017

MIAMI INTERNATIONAL AIRPORT

MIAMI, FL

AUGUST 31, 2017

AIRPORT TRAFFIC CONTROL TOWER

PRECAST PANEL REPAIR

REV

1605415

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DRAWN

APPROVED BY

JCNISSUED BY

SUBMITTED BY

DRAWING NO

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES

REVIEWED BY

MIA-D-ATCT-

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

AIRPORT TRAFFIC CONTROL TOWER

PRECAST PANEL REPAIR

EASTERN SERVICE AREA ATLANTA, GEORGIA

MIAMI FL(MIAMI INTERNATIONAL AIRPORT)

PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER

REV APPROVED

DATE

REDLINE

DATEDESCRIPTION JCN APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

GENERAL

ATLANTA TERMINAL

ENGINEERING

CENTERW|W PROJECT NUMBER 216103

5901 Peachtree Dunwoody Road| Bldg C| Suite 515 Atlanta, Georgia 30328-6055 phone 678.320.1888 | fax 770.522.8115 wileywilson.com

1600271

JONATHAN S. KREINER VINCENT L. WILLIAMS

9/ /2 5:

:5

PM

9/18/2017 5:05:55 PM JST

RAB

G001

JST

DRAWING INDEX

08/31/2017

DRAWING NUMBER

GENERAL

MIA-D-ATCT-G000

MIA-D-ATCT-G001

MIA-D-ATCT-G010

MIA-D-ATCT-G015

MIA-D-ATCT-G040

STRUCTURAL

MIA-D-ATCT-S000

MIA-D-ATCT-S001

MIA-D-ATCT-S002

MIA-D-ATCT-S100

TITLE

COVER SHEET

DRAWING INDEX

ABBREVIATIONS - SHEET 1

SYMBOL LEGEND

CONSTRUCTION COORDINATION NOTES

GENERAL NOTES

CABLE ACCESS FRAMING PLAN.

CAB LEVEL FRAMING PLAN

SECTIONS AND DETAILS

MIA-D-ATCT-G011 ABBREVIATIONS - SHEET 2

MIA-D-ATCT-S101 SECTIONS AND DETAILS

MIA-D-ATCT-S102 SECTIONS AND DETAILS

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No. 44228

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7 6 5 4 3 2 1

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DRAWN

APPROVED BY

JCNISSUED BY

SUBMITTED BY

DRAWING NO

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES

REVIEWED BY

MIA-D-ATCT-

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

AIRPORT TRAFFIC CONTROL TOWER

PRECAST PANEL REPAIR

EASTERN SERVICE AREA ATLANTA, GEORGIA

MIAMI FL(MIAMI INTERNATIONAL AIRPORT)

PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER

REV APPROVED

DATE

REDLINE

DATEDESCRIPTION JCN APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

GENERAL

ATLANTA TERMINAL

ENGINEERING

CENTERW|W PROJECT NUMBER 216103

5901 Peachtree Dunwoody Road| Bldg C| Suite 515 Atlanta, Georgia 30328-6055 phone 678.320.1888 | fax 770.522.8115 wileywilson.com

1600271

JONATHAN S. KREINER VINCENT L. WILLIAMS

9/ /2 5:

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PM

9/18/2017 5:05:55 PM JST

RAB

G010

JST

ABBREVIATIONS - SHEET 1

08/31/2017

A

A AMPERE

AA AIR COOLED

AAV AUTOMATIC AIR VENT

ABG ABOVE FINISHED GRADE

AC ALTERNATING CURRENT, ABOVE CEILING

A/C AIR CONDITIONING

ACC AIR COOLED CHILLER

ACDFC AIR COOLED DRY FLUID COOLER

ACI AMERICAN CONCRETE INSTITUTE

ACM ASBESTOS CONTAINING MATERIAL

ACT ACOUSTICAL CEILING TILE, ACCESS CONTROL TERMINAL

AD ACCESS DOOR, AREA DRAIN

ADJ ADJUSTABLE

AF AMPERE FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFR ABOVE FINISHED ROOF

AH AIR HANDLER

AHU AIR HANDLING UNIT

AI ANALOG INPUT

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AL AIRPORT LIGHTING, ALUMINUM

AL-GL ALUMINUM AND GLASS

ALUM ALUMINUM

AMM AMMETER

ANN ANNUNCIATOR

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

AO ANALOG OUTPUT

AP ANNUNCIATOR POINT, ACCESS PANEL

APD AIR PRESSURE DROP

APPROX APPROXIMATELY

ARCH ARCHITECT, ARCHITECTURAL

ARTS AUTOMATED RADAR

AS AIR SEPARATOR

A/S AUDIBLE STROBE

ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION

AND AIR CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

AT AMPERE TRIP

ATBM AIRWAY/TERMINAL BUILDING MAINTENANCE FACILITY

ATC ACOUSTICAL TILE CEILING

ATC AIR TRAFFIC CONTROL

ATCT AIRPORT TRAFFIC CONTROL TOWER

ATS AUTOMATIC TRANSFER SWITCH

ATV ATMOSPHERIC VENT

AUX AUXILIARY

AV AUTOMATIC VENT

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWS AMERICAN WELDING SOCIETY

B

BAT CHGR BATTERY CHARGER

BBHWH BASEBOARD HOT WATER HEATER

BC BARE COPPER

BCKP BACKUP

BDD BACKDRAFT DAMPER

BF BELOW FLOOR (PIPE SIZE)

BFC BELOW FINISHED CEILING

BFP BACKFLOW PREVENTER

BI BACKWARD INCLINED

BITS BYPASS ISOLATION TRANSFER SWITCH

BLDG BUILDING

BLK BLACK

BOD BOTTOM OF DUCT, BACKDRAFT DAMPER

BOF BOTTOM OF FIXTURE

BOP BOTTOM OF PIPING

BOT BOTTOM

BP BOOSTER PUMP

BPU BREAKER PROGRAMMING UNIT

BSDC BARE SOFT DRAWN COPPER

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT/HOUR

C

C CONDUIT

CAP CAPACITY

CAV CONSTANT AIR VOLUME

CB CIRCUIT BREAKER

CBCR CURVED BLADE CEILING REG.

CCTV CLOSED CIRCUIT TELEVISION

CD CEILING DIFFUSER, CONDENSATE DRAIN

CENT CENTRIFUGAL

CENTRIF CENTRIFUGAL

CAF COMBUSTION AIR FAN

CF CUBIC FOOT/FEET

CFACC CENTRIFUGAL FAN AIR COOLED CONDENSER

CFM CUBIC FEET PER MINUTE

CH CHILLER

CHKD CHECKERED

CHW CHILLED WATER

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CWP CHILLED WATER PUMP

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

C.I.P. CAST IN PLACE

CKT CIRCUIT

CL CENTERLINE

CLF CURRENT LIMITING FUSE

CLG CEILING

CLR CLEAR

CM COMMUNICATION MANHOLE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CONDUIT ONLY

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDENSATE

CONFIG CONFIGURATION

CONN CONNECTION

CONT CONTINUATION

CONTR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

CPC CRITICAL POWER CENTER

CPT CARPET

CPU CENTRAL PROCESSING UNIT

CR CONTROL RELAY

CS CONTROL SWITCH

CSF CHEMICAL SHOT FEEDER

CT COOLING TOWER, CABLE TRAY, CURRENT

TRANSFORMER, CERAMIC TILE

CTL CONTROL

CU CONDENSING UNIT, COPPER

CU FT CUBIC FOOT/FEET

CV CONSTANT VOLUME, CONTROL VALVE

CVC CENTRAL VACUUM CLEANER

CW COLD (DOMESTIC) WATER

CWP CONDENSER WATER PUMP, CHILLED WATER PUMP

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

CWV COMBINATION WASTE AND VENT

CY YD CUBIC YARD

D

D DRAIN

DAMP DAMPER

DB DRY BULB, DIRECT BURIAL, DUCTBANK

DBL DOUBLE

DC DIRECT CURRENT

DDC DIRECT DIGITAL CONTROL

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DG DOOR GRILLE

DHW DOMESTIC HOT WATER

DI DIGITAL INPUT

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DISC DISCONNECT

DF DEGREES FAHRENHEIT

DM DEMAND METER

DN DOWN

DO DIGITAL OUTPUT

DP DIFFERENTIAL PRESSURE

DPDT DOUBLE POLE DOUBLE THROW

D PNL DISTRIBUTION PANEL

DPST DOUBLE POLE SINGLE THROW

DPT DIFFERENTIAL PRESSURE TRANSMITTER

DSF DESTRATIFICATION FAN

DT DOUBLE THROW, DIAPHRAM TANK

DTS DOUBLE THROW SWITCH

DWBP DOMESTIC WATER BOOSTER PUMP

DWDI DOUBLE WIDTH DOUBLE INLET

DWGS DRAWINGS

DWL DOWEL

E

E EAST

EA EACH, EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ECP ENGINE CONTROL PANEL

EDAM ELECTRICAL DATA ACQUISITION AND MONITORING

EDH ELECTRIC DUCT HEATER

EF EXHAUST FAN

EG, E/G ENGINE GENERATOR, EXHAUST GRILLE

EMERGENCY GENERATOR

EH ELECTRIC HEATER, ELECTRONIC HUMIDIFIER

EHC ELECTRIC HEATING COIL

EIFS EXTERIOR INSULATION FINISH SYSTEM

ELEC ELECTRIC

ELEV, EL ELEVATION, ELEVATOR

EMCS ENERGY MANAGEMENT AND CONTROL SYSTEM

EMERG EMERGENCY

EMI ELECTROMAGNETIC INTERFACE

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

ENT ENTERING

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

ERMS ENVIRONMENTAL REMOTE MONITORING SYSTEM

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EUH ELECTRIC UNIT HEATER

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EWH ELECTRIC WALL HEATER, ELECTRIC WATER HEATER

EWT ENTERING WATER TEMPERATURE

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED, EXPANSION

F

F FIRE WATER SUPPLY

°F DEGREES FAHRENHEIT

FA FIRE ALARM, FREE AREA, FAN COOLED, FRESH AIR

FAA FEDERAL AVIATION ADMINISTRATION

FACP FIRE ALARM CONTROL PANEL

FACT FACTORY

FC FACE OF CURB, FLEXIBLE CONNECTION

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FCV FLOW CONTROL VALVE

FD FLOOR DRAIN, FIRE DAMPER

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FLY FAN

FFE FINISHED FLOOR ELEVATION

FG FIBERGLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FHV FIRE HOSE VALVE

FIG FIGURE

FIN FINISH

FLA FULL LOAD AMPERES

FLR FLOOR

FLEX FLEXIBLE

FLS FLOW SWITCH, FIRE AND LIFE SAFETY

FLUOR FLUORESCENT

FM FACTORY MUTUAL, FORCE MAIN

FO FIBER OPTIC

FOD FACE OPERATED DAMPER

FOG FUEL OIL GAGE

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FIBER OPTIC TERMINAL, FUEL OIL TRANSFER

FP FIRE PUMP

FPM FEET PER MINUTE

FPU FIELD PROGRAMMING UNIT

FS FLOW SWITCH, FLOOR SINK

FSD FIRE/SMOKE DAMPER

FSS FUSIBLE SAFETY SWITCH

FT FEET

FTG FOOTING, FITTING

FV FULL VOLTAGE

FVC FIRE VALVE CABINET

FW FIRE WATER

FWS FIRE WATER SUPPLY

FWD FORWARD, FIRE SPRINKLER WATER DRAIN

G

G GROUND

GA GAUGE

GAL GALLON

GALV GALVANIZED

GEN GENERAL, GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT FURNISHED EQUIPMENT

GFM GOVERNMENT FURNISHED MATERIAL

GND GROUND CONNECTOR

GOVT GOVERNMENT

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GRN GREEN

GRS GALVANIZED RIGID STEEL

GUH GAS FIRED UNIT HEATER

GWB GYPSUM WALLBOARD

GYP GYPSUM

H

HAZMAT HAZARDOUS MATERIALS

HB HOSE BIBB

HEX HEXAGONAL

HH HAND HOLE

HM HOLLOW METAL

H. MET. HOLLOW METAL

HOA HAND-OFF-AUTOMATIC

HORIZ HORIZONTAL

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HR HOUR

HS HIGH STRENGTH

HSB HIGH STRENGTH BOLT

HT HEIGHT

HTG HEATING

HTR HEATER

HU HUMIDIFIER

HVAC HEATING, VENTILATION AND AIR CONDITIONING

HWP HOT WATER PUMP

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWUH HOT WATER UNIT HEATER

HX HEAT EXCHANGER

HZ HERTZ

J

JB JUNCTION BOX

JP JOCKEY PUMP

JT JOINT

K

KA KILOAMPERES

KCMIL THOUSAND CIRCULAR MILLS

KV KILOVOLT

KVA KILOVOLT AMPERES

KVAR KILOVOLT AMPERES-REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

L

L&S LOUVER AND SCREEN

LAT LEAVING AIR TEMPERATURE

LBD LINEAR BAR DIFFUSER

LBG LINEAR BAR GRILLE

LBR LINEAR BAR RETURN

LBS POUNDS

LD LINEAR DIFFUSER

LF LINEAR FEET

LG LONG

LFS LIGHTING FIXTURE SCHEDULE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LOSP LOCAL OPERATING STATUS PANEL

LP LOW POINT

LRA LOCKED ROTOR AMPERE

LRAG LINEAR RETURN AIR GRILLE

LRG LINEAR RETURN GRILLE

LS LIGHT STANDARD

LSH LONG SLOTTED HOLE

LSD LINEAR SLOT DIFFUSER

LT LIQUID TIGHT

LTG LIGHTING

LV LOW VOLTAGE

LVL LEVEL

LWT LEAVING WATER TEMPERATURE

M

MAG MAGNETIC DOOR HOLD OPEN

MAINT MAINTENANCE

MAX MAXIMUM

MBH THOUSAND BTU/HOUR

MBP MAINTENANCE BYPASS PANEL

MCB MOLDED CASE BREAKER

MCC MOTOR CONTROL CENTER

MCM THOUSAND CIRCULAR MILLS

MCP MOTOR CIRCUIT PROTECTOR

MD MANUAL DAMPER

MDF MEDIUM DENSITY FIBERBOARD

MDT MAIN DISTRIBUTION TERMINAL

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFR MANUFACTURER

MG MOTOR GENERATOR

MH MANHOLE

MIL THOUSANDTHS OF AN INCH

MIL ST MILITARY STANDARD

MIN MINIMAL, MINUTE, MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MM MILLIMETER

MOD MOTOR OPERATED DAMPER

MPG MULTI-POINT GROUND

MTD MOUNTED

MTL METAL

MUA MAKE-UP AIR

MUW MAKE-UP WATER

MV MANUAL VENT

MVA MEGAVOLT AMPERE

MVD MANUAL VOLUME DAMPER

I

IC INTERCOMMUNICATION, INTERCOM

IE INVERT ELEVATION

IN INCHES

INCAND INCANDESCENT

INCL INCLUDE

INDIC INDICATOR

INSUL INSULATED

INT INTERIOR

INV INVERT

ISMS INTEGRATED SECURITY MANAGEMENT SYSTEM REV

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No. 44228

ER

PROF ES

STATE OF

CHECKED

DESIGNED DATE

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7 6 5 4 3 2 1

H

G

F

E

D

C

B

A

8 7 6 5 4 3 2 1

DRAWN

APPROVED BY

JCNISSUED BY

SUBMITTED BY

DRAWING NO

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES

REVIEWED BY

MIA-D-ATCT-

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

AIRPORT TRAFFIC CONTROL TOWER

PRECAST PANEL REPAIR

EASTERN SERVICE AREA ATLANTA, GEORGIA

MIAMI FL(MIAMI INTERNATIONAL AIRPORT)

PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER

REV APPROVED

DATE

REDLINE

DATEDESCRIPTION JCN APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

GENERAL

ATLANTA TERMINAL

ENGINEERING

CENTERW|W PROJECT NUMBER 216103

5901 Peachtree Dunwoody Road| Bldg C| Suite 515 Atlanta, Georgia 30328-6055 phone 678.320.1888 | fax 770.522.8115 wileywilson.com

1600271

JONATHAN S. KREINER VINCENT L. WILLIAMS

9/ /2 5:

:5

PM

9/18/2017 5:05:56 PM JST

RAB

G011

JST

ABBREVIATIONS - SHEET 2

08/31/2017

N

N NORTH, NEUTRAL

NA NOT APPLICABLE

NC NOISE CRITERIA

N.C. NORMALLY CLOSED

NEC NATIONAL ELECTRIC CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION

NFHB NON-FREEZE HOSE BIB

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NG NATURAL GAS

NIC NOT IN CONTRACT

NK NECK

NO NUMBER OF DESIGNATION

N.O. NORMALLY OPEN

NOM NOMINAL

NTE NOT TO EXCEED

NTS NOT TO SCALE

O

OA OUTSIDE AIR

OAF OUTSIDE AIR FAN

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER, OVERFLOW DRAIN

ODP OPEN DRIP PROOF

OE OPEN END

OH OPPOSITE HAND, OVERHEAD

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORL OVERFLOW ROOF LEADER

OSA OUTSIDE SUPPLY AIR

OSCO OUTSIDE CLEANOUT

OVHD OVERHEAD

OZ OUNCES

P

P POLE, PAINT, PUMP

PABX PRIVATE AUTOMATIC BRANCH EXCHANGE

PART PARTITION

PB PULL BOX

PCF POUNDS PER CUBIC FOOT

PCHWR PRIMARY CHILLED WATER RETURN

PCHWS PRIMARY CHILLED WATER SUPPLY

PCMS POWER CONTROL MONITORING SYSTEM

PCS POWER CONDITIONING SYSTEM

PD PRESSURE DROP

PF POWER FACTOR

PFD PERFORATED FACE DIFFUSER

PFR PERFORATED FACE RETURN

PH ELECTRICAL PHASE

PI PRESSURE INDICATOR

PIU POWER INDUCTION UNIT

PL PLATE

PLBG PLUMBING

PLCS PLACES

PLYWD PLYWOOD

PM POWER MANHOLE

PMB POWER MIXING BOX

PNL PANEL, PANELBOARD

P.O.C. POINT OF CONNECTION

POS POSITIVE, POSITION

PP POWER POLE, PATCH PANEL

PREFAB PREFABRICATED

PRESS PRESSURE

PRMY PRIMARY

PRSR PRESSURIZATION

PROP PROPELLER

PRV PRESSURE REDUCING VALVE

PS PRESSURE SWITCH

PSF POUNDS PER SQ. FOOT

PSI POUNDS PER SQ. INCH

PSIA POUNDS PER SQ.IN. ABSOLUTE

PSIG POUNDS PER SQ.IN. GAUGE

PT PRESSURE TRANSMITTER, PRESSURE-TEMPERATURE PORT

PTAC PACKAGED TERMINAL AIR CONDITIONER

PVC POLYVINYL CHLORIDE, POINT OF VERTICAL CURVATURE

PVMT PAVEMENT

Q

QUA QUARTER

R

R RED, RISER, RADIATOR, RADIUS, REFRIGERANT

RA RETURN AIR, REMOTE ANNUNCIATOR

RACP REMOTE ACCESS CONTROL PANEL

RAD RADIUS

RAG RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RUBBER BASE

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROOF DRAIN

RDF RUBBER RAISED DISK FLOOR

RE RESIDENT ENGINEER

REBAR REINFORCING STEEL BAR

REC RECEPTACLE

REC'D RECEIVED

RECP RECEPTACLE

RECT RECTIFIER, RECEPTACLE

REF REFERENCE

REG REGISTER

REINF REINFORCEMENT, REINFORCED

REQ'D REQUIRED

RET RETURN

REV REVISION

RF RETURN FAN

RFI RADIO FREQUENCY INTERFERENCE

RG RETURN GRILLE

RGS RIGID GALVANIZED STEEL

RL RAIN LEADER

RM ROOM

RMH ROOF MOUNTED HOOD

RML RADAR MICROWAVE LINK

RMS ROOT MEAN SQUARE

RO REVERSE OSMOSIS

RP BP REDUCED PRESSURE BACKFLOW PREVENTER

RPM ROTATIONS PER MINUTE, REVOLUTIONS PER MINUTE

RPZ REDUCED PRESSURE ZONE

RQMTS REQUIREMENTS

RTN RETURN

RTU ROOF TOP UNIT

RV RELIEF VALVE

S

S SOUTH, STAIN COLOR, SANITARY

SA SUPPLY AIR

SAN SANITARY

SC SPIN IN COLLAR WITH VOLUME DAMPER, SENSIBLE COOLING

S.C. SOLID CORE

SCC SECURITY CONTROL CENTER

SCHED SCHEDULE

SCHWP SECONDARY CHILLED WATER PUMP

SCHWR SECONDARY CHILLED WATER RETURN

SCHWS SECONDARY CHILLED WATER SUPPLY

SCND SECONDARY

SCP SYSTEM CONTROL PANEL, SMOKE CONTROL PANEL

SD SPLITTER DAMPER STORM DRAIN, SMOKE DETECTOR

S.D. SUPPLY DIFFUSER

SEC SECONDARY

SECT SECTION

SENS SENSIBLE

SF SQUARE FEET

SG SUPPLY GRILLE

SGL SINGLE

SHDWN SHUT DOWN

SHLD SHIELDED

SHT SHEET

SIM SIMILAR

SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS'

NATIONAL ASSOCIATION

SOV SHUT-OFF VALVE

SP STATIC PRESSURE(IN W.G.), SINGLE POLE, SUMP PUMP

SPEC SPECIFICATION

SPF STAIRWELL PRESSURIZATION FAN

SPST SINGLE POLE SINGLE THROW

SPT STATIC PRESSURE TRANSMITTER

SPVR SUPERVISORY CONDITION

SQ SQUARE

SQ.FT. SQUARE FOOT/FEET

SR SUPPLY REGISTER

SRG SIGNAL REFERENCE GRID

SS STAINLESS STEEL, SANITARY SEWER

S/S START-STOP

ST SHUNT TRIP

STD STANDARD

STGP SIGNAL TRANSPORT GROUND PLANE

STL STEEL

STP SHIELDED TWISTED PAIR

STRUCT STRUCTURAL

SUBJ SUBJUNCTION

SUSP SUSPENDED

SW SWITCH

SWBD SWITCHBOARD

SWG SIDEWALL GRILLE

SWGR SWITCHGEAR

SWR SIDEWALL REGISTER

SWSI SINGLE WIDTH SINGLE INLET

SWSR SIDE WALL SUPPLY REGISTER

SYM SYMMETRICAL

SYS SYSTEM

T

T TRANSDUCER

T&B TOP AND BOTTOM

T&P TEMPERATURE AND PRESSURE

TB TERMINAL BOX, TERMINAL BOARD

TC TRIP COIL, TOTAL COOLING, TIME CLOCK

TD TIME DELAY, TRENCH DRAIN

TEF TOILET EXHAUST FAN

TEL TELEPHONE

TELCO TELEPHONE COMPANY

TEMP TEMPERATURE

TERM TERMINAL

TG TRANSFER GRILLE

THK THICK, THICKNESS

TOC TOP OF CONCRETE

TOD TOP OF DUCT

TOS,T/S TOP OF STEEL

TOWB ATCT AND ATTACHED BASE BUILDING

TP TRAP PRIMER, TWISTER PAIR

TRBL TROUBLE CONDITION

TRACO TERMINAL RADAR APPROACH CONTROL BUILDING

TS TWO SPEED

TSP TOTAL STATIC PRESSURE, TRAP SEAL PRIMER

T^STAT THERMOSTAT

TT TEMPERATURE TRANSMITTER

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION, TEMPERING VALVE

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR (GFM)

TYP TYPICAL

TW TEMPERED WATER

U

UBC UNIFORM BUILDING CODE

UC UNDERCUT

UG UNDERGROUND

UGP UNDERGROUND POWER

UH UNIT HEATER

UL UNDERWRITER'S LABORATORY

UNF UNFUSED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UPC UNIFORM PLUMBING CODE

UPS,U UNINTERUPTIBLE POWER SUPPLY

UTIL UTILITY

V

V VOLT, VOLTAGE, VENT

VA VOLT AMPERE, VOICE ALARM

VAC VACUUM

VAV VARIABLE AIR VOLUME

VB VACUUM BREAKER

VCT VINYL COMPOSITE TILE

VD VOLUME DAMPER - MANUAL

VDT VIDEO DISPLAY TERMINAL

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VM VOLTMETER

VPF VESTIBLE PRESSURIZATION FAN

VTR VENT THROUGH ROOF

W

W WEST, WIDTH, WATT

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER COLUMN, WATER CLOSET, WALL COVERING

WCO WALL CLEANOUT

WG WATER GAUGE

WH WATER HEATER, WALL HEATER, WALL HYDRANT

WHA WATER HAMMER ARRESTER

WM WATT METER

WMS WIRE MESH SCREEN

WP SUBSCRIPT "WP" APPLIED TO ANY SYMBOL INDICATES

WEATHERPROOF NEMA TYPE 3R OR EQUIVALENT, UON

WPD WATER PRESSURE DROP

WSW WASHDOWN SUPPLYWATER

WT WATER TANK

WTR WATER

WWF WELDED WIRE FABRIC

X

X AUXILIARY RELAY

XFR TRANSFER

XFMR TRANSFORMER

XMTR TRANSMITTER

XDCR TRANSDUCER

Y

Y WYE

Y-D WYE DELTA

Z

Z IMPEDANCE

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SUBMITTED BY

DRAWING NO

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES

REVIEWED BY

MIA-D-ATCT-

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

AIRPORT TRAFFIC CONTROL TOWER

PRECAST PANEL REPAIR

EASTERN SERVICE AREA ATLANTA, GEORGIA

MIAMI FL(MIAMI INTERNATIONAL AIRPORT)

PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER

REV APPROVED

DATE

REDLINE

DATEDESCRIPTION JCN APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

GENERAL

ATLANTA TERMINAL

ENGINEERING

CENTERW|W PROJECT NUMBER 216103

5901 Peachtree Dunwoody Road| Bldg C| Suite 515 Atlanta, Georgia 30328-6055 phone 678.320.1888 | fax 770.522.8115 wileywilson.com

1600271

JONATHAN S. KREINER VINCENT L. WILLIAMS

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SYMBOL LEGEND

08/31/2017

GENERAL SYMBOL LEGEND:

SECTION CUT

SHEET NUMBER WHERE

SECTION IS LOCATED

DETAIL

SECTION LETTER

THIS SCALE REFERS TO FULL SIZE DRAWING

(22" X 34" DRAWING SHEET SIZE) AND IS

USED FOR SCALING AT FULL SIZE AND FOR

USING THE APPROPRIATE BAR SCALE WHEN

THE SHEET IS REDUCED IN SIZE.

GENERAL NOTES

1. FOR ALL ABBREVIATIONS REFERENCE DRAWINGS G010 & G011.

2. DO NOT SCALE DRAWINGS.

3. VERIFY FIELD CONDITIONS PRIOR TO COMMENCING EACH PORTION OF THE WORK.

ELEVATION

DETAIL TITLE

GRAPHIC SCALE

ARCHITECTURAL

GRAPHIC SCALE

ENGINEERING

DETAIL NUMBER

SHEET NUMBER WHERE

DETAIL IS LOCATED

DETAIL NUMBER

SHEET NUMBER WHERE

PLAN, SECTION OR DETAIL

IS LOCATED

ELEVATION NUMBER

SHEET NUMBER WHERE

ELEVATION IS LOCATED

8'4'2'0'

SCALE: 1/4"=1'-0"

40'20'10'0'

SCALE IN FEET*

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APPROVED BY

JCNISSUED BY

SUBMITTED BY

DRAWING NO

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES

REVIEWED BY

MIA-D-ATCT-

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

AIRPORT TRAFFIC CONTROL TOWER

PRECAST PANEL REPAIR

EASTERN SERVICE AREA ATLANTA, GEORGIA

MIAMI FL(MIAMI INTERNATIONAL AIRPORT)

PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER

REV APPROVED

DATE

REDLINE

DATEDESCRIPTION JCN APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

GENERAL

ATLANTA TERMINAL

ENGINEERING

CENTERW|W PROJECT NUMBER 216103

5901 Peachtree Dunwoody Road| Bldg C| Suite 515 Atlanta, Georgia 30328-6055 phone 678.320.1888 | fax 770.522.8115 wileywilson.com

1600271

JONATHAN S. KREINER VINCENT L. WILLIAMS

9/ /2 5:

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JST

CONSTRUCTION COORDINATION NOTES

08/31/2017

CONSTRUCTION STAGING NOTES

THE FOLLOWING NOTES REPRESENT MANY OF THE MAJOR REQUIREMENTS STATED IN "DIVISION 1 - GENERAL REQUIREMENTS" OF THE SPECIFICATIONS. THESE NOTES PARAPHRASE OR SUPPLEMENT DIVISION 1 REQUIREMENTS AND ARE NOT INTENDED TO REPLACE DIVISION 1 REQUIREMENTS.

CONSTRUCTION ACCESS (VEHICLE, PEDESTRIAN AND DELIVERIES), CONTRACTOR'S PARKING, CONSTRUCTION OFFICES AND THE EXTENT/SIZE OF THE CONSTRUCTION STAGING AREA MUST BE COORDINATED WITH SITE PERSONNEL VIA THE FAA CONTRACTING OFFICERS REPRESENTATIVE.

A. CONSTRUCTION ACCESS

1. DELIVERIES SHALL BE SCHEDULED IN ADVANCE WITH THE FAA CONTRACTING OFFICERS REPRESENTATIVE AND AT TIMES OTHER THAN THE FAA EMPLOYEE SHIFT

CHANGES TO AVOID CONGESTION.

B. CONTRACTOR STAGING AREA AND PARKING

1. CONTRACTOR'S STAGING AND PERSONNEL PARKING IS LIMITED AND SHALL BE DETERMINED AT THE PRECONSTRUCTION CONFERENCE. CONTRACTOR SHALL

PROVIDE SIGNS AS NECESSARY TO RESERVE AN AREA FOR CONSTRUCTION PARKING ONLY.

2. UNLESS NOTIFIED OTHERWISE DURING THE PRE-CONSTRUCTION CONFERENCE, STAGING AREA SHALL ACCOMMODATE FAA COR TRAILER.

C. FAA SECURITY REQUIREMENTS

1. AN ADVANCE LIST OF THE CONTRACTOR'S PERSONNEL SHALL BE PROVIDED TO THE FAA CONTRACTING OFFICERS REPRESENTATIVE. CONTRACTOR SUPERINTENDENT IS 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 PERIMETER GATE. CONTRACTOR TO COORDINATE WITH HIS SUBS AND EMPLOYEES THE ACCESS TO THE FACILITY. TEMPORARY SECURITY BADGES MAY BE ISSUED TO THOSE CONSTRUCTION PERSONNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONDUCT OF CONTRACTOR'S PERSONNEL ON SITE. CONTRACTOR VEHICLES SHALL BE IDENTIFIED AS SUCH. EACH CONSTRUCTION EMPLOYEE SHALL CHECK IN AND OUT UPON ENTERING AND LEAVING THE SITE.

2. THE BUILDING IS A SECURE AREA, AND CONSTRUCTION PERSONNEL SHALL REMAIN IN THE CONSTRUCTION AREAS. CONTRACTOR SHALL MINIMIZE INGRESS AND

EGRESS.

D. CONSTRUCTION MATERIAL STORAGE

1. STORAGE OF CONSTRUCTION MATERIALS AND TRAILERS ON THE SITE SHALL BE LIMITED TO THE CONSTRUCTION STAGING AREA. MATERIALS SHALL BE NEATLY STORED AND PROTECTED. A CONSTRUCTION FENCE SHALL BE PROVIDED AT THE DISCRETION OF THE FAA CONTRACTING OFFICERS REPRESENTATIVE.

CONTRACTOR SHALL NOT PERFORM ANY DIGGING WITHOUT PERMISSION FROM THE FAA CONTRACTING OFFICERS REPRESENTATIVE. BURIED CABLES AND OTHER

EXISTING UNDERGROUND UTILITIES MAY RUN THROUGH THE STAGING AREA AND ELSEWHERE.

E. CONSTRUCTION DEBRIS

1. ENCLOSED DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS SHALL BE PROVIDED BY THE CONTRACTOR WITHIN THE STAGING AREA. THE AREAS AROUND THE DUMPSTERS SHALL BE KEPT CLEAN AND FREE OF DEBRIS AND DUST DURING CONSTRUCTION. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR IN A TIMELY MANNER.

2. ALL AREAS BELOW ATCT WITHIN 50 FEET OF THE TOWER SHAFT SHALL BE PROTECTED FROM FALLING DEBRIS.

F. DEMOLITION AND CONSTRUCTION HOURS

1. THE CONTRACTOR SHALL NOT INTERFERE WITH THE AIR TRAFFIC CONTROL FUNCTION OF THE FACILITY. DEMOLITION NOISE, CONSTRUCTION NOISE AND ALL WORK IN AREAS ADJACENT TO THE AIR TRAFFIC CONTROL FUNCTION MUST BE ACCOMPLISHED AFTER NORMAL OPERATING HOURS. COORDINATE NIGHT WORK AND OVERTIME CONSTRUCTION IN ADVANCE WITH THE FAA CONTRACTING OFFICERS REPRESENTATIVE.

2. SEE CONSTRUCTION SEQUENCE NOTES FOR FURTHER INFORMATION.

3. CONCRETE SAWING, GRINDING, CORE DRILLING, CONCRETE DEMOLITION AND ANCHOR DRILLING WILL BE ALLOWED ONLY AT PREARRANGED TIMES APPROVED

BY THE FAA CONTRACTING OFFICERS REPRESENTATIVE.

G. EQUIPMENT PROTECTION

1. EXISTING FAA AIR TRAFFIC COMPUTERS AND EQUIPMENT SHALL REMAIN OPERATIONAL THROUGHOUT THE DURATION OF THIS CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS PROTECTION OF THIS EQUIPMENT FROM PHYSICAL AND ELECTRICAL DAMAGE AS A RESULT OF INCIDENTAL OR ACCIDENTAL NEGLIGENCE SUCH AS, BUT NOT LIMITED TO, DISRUPTION OF POWER TO THE UNITS. INFORM THE FAA CONTRACTING OFFICERS REPRESENTATIVE IMMEDIATELY IF SUCH DAMAGE OR DISRUPTION OF POWER SHOULD OCCUR. THE LOSS OF THESE COMPUTERS AND EQUIPMENT FOR ANY AMOUNT OF TIME WILL JEOPARDIZE THE

SAFETY OF THE FLYING PUBLIC.

2. SHUTDOWNS, CUTOVERS AND ANY TEMPORARY PROVISIONS FOR PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE ACCOMPLISHED AFTER NORMAL OPERATING HOURS. PREPARATORY WORK SHALL BE COMPLETED PRIOR TO SHUTDOWN. CUTOVER WORK SHALL BE SCHEDULED AND COORDINATED WITH THE FAA CONTRACTING OFFICERS REPRESENTATIVE A MINIMUM OF 10 WORKING DAYS IN ADVANCE OF THE SHUTDOWN OR CUTOVER.

3. WELDING EQUIPMENT SHALL NOT BE POWERED BY THE FACILITY ELECTRICAL SYSTEM. WELDING SHALL NOT BE PERMITTED IN FAA OCCUPIED AREA. CONTRACTOR SHALL COORDINATE WITH COR TO FIELD TEST GROUND FAULT CONDITIONS OF WELDING EQUIPMENT TO ASSURE THAT FIELD WELDING DOES NOT INTERFERE WITH

FAA RADIO FREQUENCIES.

H. CONSTRUCTION MATERIAL DELIVERIES

1. ALL DELIVERIES MUST BE COORDINATED THROUGH THE FAA CONTRACTING OFFICERS REPRESENTATIVE AND SCHEDULED WITH A MINIMUM OF 48 HOURS NOTICE TO

THE ATCT FACILITY.

2. THE ATCT ELEVATOR INTERIOR SHALL BE PROTECTED PRIOR TO DELIVERY OF ANY MATERIALS. ANY DAMAGE TO ELEVATOR OR ANY ACCESS WAYS SHALL BE REPAIRED

OR REPLACED AT CONTRACTOR'S COST.

3. MAXIMUM ELEVATOR CAPACITY IS 3500 LBS. DELIVERY OF ANY HEAVY OR BULKY MATERIALS WILL BE COORDINATED WITH COR. THIS MAIN SERVICE ELEVATOR SHALL BE WELL PROTECTED BEFORE CONSTRUCTION. TIMES OF ELEVATOR USE SHALL BE COORDINATED WITH THE COR BEFORE COMMENCING CONSTRUCTION.

I. STAGING AND STORAGE AREA

1. ON SITE CONSTRUCTION MATERIAL STAGING AREA WILL BE VERY LIMITED. COORDINATE WITH THE CONTRACTING OFFICERS REPRESENTATIVE FOR STAGING AND

STORAGE AREAS

CONSTRUCTION NOTES

1. FAA WILL COORDINATE PHASING PLAN WITH FACILITY TO MINIMIZE THE DISRUPTION OF OPERATIONS. THE CONTRACTOR SHALL USE THIS PHASING PLAN AND PROVIDE A COMPLETE AND COMPREHENSIVE SCHEDULE TO THE CONTRACTING OFFICERS REPRESENTATIVE FOR REVIEW AND APPROVAL BEFORE A NOTICE TO PROCEED IS ISSUED. SCHEDULE SHALL OUTLINE ALL PHASES OF THE WORK AND THEIR IMPACT ON THE OPERATION OF

THE FACILITY. SEE SPECIFICATION 01 10 00 FOR PRELIMINARY PHASING SCHEDULE.

2. SIGNIFICANT AMOUNTS OF WORK MUST BE COMPLETED AFTER NORMAL OPERATING HOURS.

3. CONSTRUCTION NOISE, DUST AND DEBRIS MUST NOT INTERFERE WITH OPERATION OF ATCT FACILITY.

MAINTAIN HEPA FILTRATION OF CONSTRUCTION AREA DURING ALL GENERAL CONSTRUCTION SEQUENCES.

4. CONTRACTOR SHALL USE VERY LOW VOC PAINTS AND COATINGS AND PROVIDE ADEQUATE MEASURES FOR VENTILATION TO MINIMIZE ODORS DURING PAINTING, CURING OF FRP RESINS AND OTHER CONSTRUCTION ACTIVITIES THAT HAVE THE POTENTIAL FOR STRONG ODORS. THE CONTRACTIN OFFICERS REPRESENTATIVE

SHALL APPROVE THE SYSTEM TO BE UTILIZED FOR VENTILATION PRIOR TO USE.

5. HVAC FILTERS SERVING THE CAB AND CABLE ACCESS LEVELS SHALL BE REPLACED AFTER EACH

CONSTRUCTION WORK PHASE WITH NEW MERV 10 FILTERS.

6. A MINIMUM OF FOUR (4) COMMERCIAL GRADE DEHUMIDIFIERS WILL BE REQUIRED FOR CABLE ACCESS LEVEL. SEE SPECIFICATION SECTION 23 84 15 AND 01 78 23 FOR ADDITIONAL INFORMATION. FLOOR GRATES SHALL BE BLOCKED OFF PRIOR TO CONSTRUCTION AND DURING THE ENTIRE DEHUMIDIFICATION PROCESS.

7. THE CONSTRUCTION OF THIS PROJECT MUST NOT INTERFERE WITH OPERATION OF THE AIR TRAFFIC CONTROL FUNCTION DURING NORMAL OPERATING HOURS. NORMAL HOURS OF OPERATION ARE STATED IN DIVISION 1

OF THE SPECIFICATIONS.

8. LOCKOUT AND TAG PROCEDURES MUST BE FOLLOWED AT ALL TIMES.

9. IF NECESSARY ALL ELECTRONIC EQUIPMENT CIRCUITS SHALL BE RELOCATED BY THE FAA. ALL OTHER BUILDING SYSTEMS CIRCUITS SHALL BE RELOCATED BY THE CONTRACTOR. COORDINATE WITH CONTRACTING OFFICERS

REPRESENTATIVE.

10. DO NOT PAINT OVER ANY FIRE DOOR LABEL.

11. REINSTALL ALL SMOKE/FIRE DETECTORS AS REQUIRED.

12. THE PURCHASE OF A 4-POINT WENNER PROBE WITH TRAINING FOR FAA STAFF/COR IS REQUIRED FOR THIS CONTRACT AS DESCRIBED IN SPECIFICATION SECTION 03 01 30, PARAGRAPH 2.6. EARLY PRE-CAST PANEL MATERIAL DATA COLLECTION SHALL ESTABLISH IN-SITU CONDITIONS AND PROPERTIES OF THE EXISTING CONCRETE, IT'S pH CHARACTERISTICS AND POTENTIAL LONG-TERM IMPACT OF THE REINFORCING STEEL WITHIN THE PANELS. TESTING SHOULD REMAIN UNOBTRUSIVE AND PERFORMED FROM THE INSIDE SURFACE OF THE PANELS WITHIN THE VICINITY OF THE CRACKING. SUBJECT WORK SHALL BE ACCOMPLISHED BY THIS HAND-HELD METER, MEASURING BOTH pH AND RH LEVELS WITHIN THE PANELS. THIS IS TO VERIFY THE PROPENSITY FOR REINFORCING STEEL CORROSION.

RESULTING DATA SHOULD PROVIDE SUFFICIENT QUALITY ASSURANCE OF THE PANEL'S LONG-TERM PERFORMANCE;

BUT ALSO CONFIRMING PROPER SELECTION OF THE FRP STRENGTHENING SYSTEM.

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DRAWN

APPROVED BY

JCNISSUED BY

SUBMITTED BY

DRAWING NO

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES

REVIEWED BY

MIA-D-ATCT-

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

AIRPORT TRAFFIC CONTROL TOWER

PRECAST PANEL REPAIR

EASTERN SERVICE AREA ATLANTA, GEORGIA

MIAMI FL(MIAMI INTERNATIONAL AIRPORT)

PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER

REV APPROVED

DATE

REDLINE

DATEDESCRIPTION JCN APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

STRUCTURAL

ATLANTA TERMINAL

ENGINEERING

CENTERW|W PROJECT NUMBER 216103

5901 Peachtree Dunwoody Road| Bldg C| Suite 515 Atlanta, Georgia 30328-6055 phone 678.320.1888 | fax 770.522.8115 wileywilson.com

1600271

JONATHAN S. KREINER VINCENT L. WILLIAMS

9/ /2 5:

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JST

GENERAL NOTES

08/31/2017

A. GENERAL:

1. APPLICABLE CODES:

FLORIDA BUILDING CODE (FBC), 5TH EDITION

ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION

AMERICAN IRON & STEEL INSTITUTE, 2012 EDITION

ACI 318 LATEST EDITION BUILDING CODE REQUIREMENTS FOR

REINFORCED CONCRETE

2. DESIGN DEAD LOADS:

WALKWAY FLOOR 40 PSF

CAB FLOOR 100 PSF

DEAD LOAD ONLY INCLUDES SUPERIMPOSED LOADINGS, IT DOES NOT

INCLUDE THE SELF WEIGHT OF THE STRUCTURAL MEMBERS. SEE PLAN

FOR SIZING OF STRUCTURAL COMPONENTS.

3. WIND LOADS:

BASIC WIND SPEED 155 MPH

EXPOSURE CATEGORY C

BUILDING CATEGORY IV

INTERNAL PRESSURE COEFFICIENT, GCPi +/- 0.18

COMPONENTS AND CLADDING PRESSURES

SEE (E) SHEET S41 OF EXISTING DRAWINGS

4. DISCREPANCIES: CONTRACTOR SHALL VERIFY ALL DIMENSIONS,

CONDITIONS, AND ELEVATIONS AT JOB SITE AND BRING TO THE

ATTENTION OF THE FAA CONTRACTING OFFICER'S REPRESENTATIVE

ANY DISCREPANCIES.

5. OTHER TRADES: SEE EXISTING ARCHITECTURAL, ELECTRICAL, AND

MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT, AND

OTHER OPENINGS AND DETAILS NOT SHOWN IN THESE STRUCTURAL

DRAWINGS. ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED WITH THE

ARCHITECTURAL DRAWINGS.

6. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, OR OTHERWISE

ALTERED UNLESS APPROVED IN WRITING BY THE COR.

C. STEEL CONSTRUCTION (CONT.):

8. GALVANIZING OF STRUCTURAL SHAPES AND FABRICATED PARTS SHALL BE DONE

IN ACCORDANCE WITH ASTM A123 AFTER FABRICATION. GALVANIZING OF THREADED

PARTS, BOLTS, NUTS, AND WASHERS SHALL BE DONE IN ACCORDANCE WITH ASTM

A153. UNLESS NOTED OTHERWISE, ALL EXPOSED STRUCTURAL STEEL SHALL BE

HOT-DIPPED GALVANIZED AFTER FABRICATION. ALL WELDED AND DAMAGED

GALVANIZED SURFACES SHALL BE REPAIRED PER SPECIFICATIONS.

9. SHOP PAINT ALL STRUCTURAL STEEL EXCEPT STEEL SURFACES EMBEDDED IN

CONCRETE, GALVANIZED SURFACES, BEARING SURFACES, SURFACES SCHEDULED

TO RECEIVE SPRAYED-ON FIREPROOFING, CONTACT SURFACES FOR ALL SLIP

CRITICAL BOLTED CONNECTIONS, OR SURFACES WITHIN 1/2 INCH OF THE TOE OF THE

WELDS PRIOR TO WELDING, INCLUDING SURFACES ON WHICH METAL DECKING OR

SHEAR STUDS ARE TO BE WELDED. TOUCH-UP PAINT ALL AREAS SUBJECT TO PAINT

ALTERATION AFTER ERECTION. PROVIDE A ONE-COAT SHOP-APPLIED ZINC-RICH

PAINTING SYSTEM COMPLYING WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC)

PAINTING SYSTEM SPECIFICATION NUMBER 12.01.

10. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM

SPECIFICATIONS UNLESS NOTED OTHERWISE:

STRUCTURAL STEEL WIDE FLANGES A992 FY = 50 KSI

STEEL ANGLES AND PLATES A36 FY = 36 KSI

STEEL TUBING A500 GRADE B FY = 46 KSI

STEEL CHANNELS A572 GRADE 50 FY = 50 KSI

11. DRILLED IN CONCRETE ANCHORS SHALL BE GALVANIZED OR STAINLESS

HILTI KWIK BOLTS OR APPROVED EQUIVALENT AS APPROVED BY THE FAA

CONTRACTING OFFICER'S REPRESENTATIVE.

12. STRUCTURAL STEEL FABRICATOR SHALL REVIEW ALL CONNECTIONS SHOWN ON

THESE DRAWINGS FOR SHEAR CAPACITY, MOMENT CAPACITY, CONSTRUCTION

TOLERANCES, AND ERECTION TOLERANCES. CONNECTIONS SHALL DEVELOP THE

REQUIRED MOMENT AND SHEAR CAPACITY, AND SHALL BE DETAILED PER THE AISC

SEISMIC PROVISIONS.

13. ALL GLASS MUST BE PROTECTED FROM WELD SPLATTER. ANY GLASS MARRED BY

WELD SPLATTER MUST BE REPLACED.

STRUCTURAL GENERAL NOTES:

D. STRUCTURAL COLD-FORMED STEEL

1. ALL GALVANIZED TRACK, BRIDGING, END CLOSURES AND ACCESSORIES SHALL

BE FORMED FROM STEEL THAT CONFORMS TO THE REQUIREMENTS OF ASTM

A1003, GRADE ST33H, WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI.

A. COLD-FORMED STEEL CONSTRUCTION SHALL CONFORM WITH THE AISI

SPECIFICATIONS, LATEST EDITION.

B. COLD-FORMED STEEL MEMBERS SHALL BE GALVANIZED WITH G90

COATING.

C. FIELD CUTTING OF COLD-FORMED STEEL MEMBERS SHALL BE

COMPLETED BY SAWING OR SHEARING. TORCH CUTTING IS NOT

PERMITTED.

2. ANY SUBSTITUTIONS MUST BE APPROVED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE.

3. WELDING SHALL CONFORM TO AWS D1.1, AWS D1.3 AND AISI MANUAL SECTION 4.2.

4. WELDING SHALL BE BY FUSION WELDING UTILIZING ELECTRODES WITH ASTM

CLASSIFICATION E60. ALL WELDERS SHALL BE QUALIFIED BY TESTING IN

ACCORDANCE WITH THE “CODE FOR WELDING IN BUILDING CONSTRUCTION”,

AWS D.1, 1-81 OF THE AMERICAN WELDING SOCIETY.

5. MILL CERTIFICATION OF THE STEEL PROPERTIES SHALL BE REQUIRED. ALL

STEEL SHALL BE OF DOMESTIC MANUFACTURE.

B. ERECTION:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN AND PROVISION OF ALL

TEMPORARY GUYS, BRACING AND OTHER SUPPORTS AS NEEDED TO SAFELY

RESIST ALL LOADS TO WHICH STRUCTURE MAY BE SUBJECTED, INCLUDING

LOADS FROM ERECTION EQUIPMENT AND OPERATIONS, AND ALL WIND OR

SEISMIC FORCES COMPARABLE IN INTENSITY FOR WHICH STRUCTURE WAS

DESIGNED. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING

ADEQUATE LATERAL SUPPORT FOR TOWER DURING CONSTRUCTION UNTIL

ALL STRUCTURAL ELEMENTS HAVE BEEN ERECTED AND CONNECTED PER

DRAWINGS.

C. STEEL CONSTRUCTION

1. SUBMIT SHOP AND ERECTION DRAWINGS FOR ALL STRUCTURAL STEEL

WORK. DO NOT BEGIN FABRICATION UNTIL THE SHOP DRAWINGS HAVE

BEEN APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

2. CONTRACTOR SHALL REVIEW ALL CONTRACT DRAWINGS FOR

MISCELLANEOUS STEEL.

3. SPLICING OF STRUCTURAL MEMBERS OTHER THAN INDICATED ON THE

DRAWINGS SHALL NOT BE PERMITTED WITHOUT PRIOR APPROVAL BY THE

CONTRACTING OFFICER'S REPRESENTATIVE.

4. ALL WELDING AND HIGH STRENGTH BOLTING MUST BE INSPECTED BY AN

FAA APPROVED QUALIFIED TESTING LABORATORY. ALL WELDING WILL BE

INSPECTED IN ACCORDANCE WITH THE AWS STRUCTURAL WELDING CODE

BY AN INSPECTOR CERTIFIED IN ACCORDANCE WITH THE PROVISIONS OF

AWS D1.1. SEE SPECIFICATIONS FOR MORE INFORMATION.

5. ALL SHOP AND FIELD WELDING SHALL BE PERFORMED ONLY BY WELDERS

QUALIFIED PER AWS D1.1 STRUCTURAL WELDING CODE - STEEL. ALL

WELDING SHALL CONFIRM TO AWS D1.1, LATEST EDITION. MINIMUM WELDS

SHALL BE CONTINUOUS 3/16 INCH FILLET UNLESS NOTED OTHERWISE.

ELECTRODES SHALL BE LOW HYDROGEN E70XX. EACH WELDER SHALL BE

ASSIGNED AN IDENTIFYING MARK. ALL WELDS EXCEPT 5/16 INCH AND

SMALLER FILLET WELDS SHALL BE PERMANENTLY MARKED WITH THE

WELDER'S IDENTIFYING MARK. THOSE WELDERS PRODUCING

UNSATISFACTORY WELDING, EVEN THOUGH THEY HAVE PASSED

QUALIFICATION TESTS, SHALL BE IMMEDIATELY RECERTIFIED OR

REPLACED WITH QUALIFIED WELDERS. .

6. BOLTS: ALL BOLTS FOR STRUCTURAL CONNECTIONS ARE HIGH-STRENGTH

BOLTS PER ASTM A325. ALL HIGH-STRENGTH BOLTS SHALL HAVE DIRECT

TENSION INDICATOR BOLTS. ALL OTHER BOLTS SHALL BE ASTM A307 AND

SHALL BE PROVIDED WITH WASHERS UNDER NUTS. ALL STRUCTURAL

BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXTEND AT LEAST 2 THREADS

BEYOND THE STRUCTURE WHEN FULLY TIGHTENED.

7. UNLESS NOTED OTHERWISE ANCHOR BOLTS SHALL CONFORM TO A307.

PROTECT BOLTS FROM DAMAGE DURING CONSTRUCTION.

E. FIBER-REINFORCED POLYMERS (FRP) (CONT.):

6. ALL CRACKS WHICH ARE WIDER THAN 0.010 IN SHALL BE PRESSURE INJECTED

WITH EPOXY PER ACI 224.1R PRIOR TO FRP INSTALLATION.

7. UPON COMPLETION OF THOROUGHLY PREPPING/CLEANING CONCRETE

SURFACES, MITIGATING ANTI-CORROSIVE INHIBITOR, COMPATIBLE WITH FRP

LAMINATE SYSTEM, SHALL BE APPLIED PRIOR TO LAMINATION IN ACCORDANCE

WITH THE MANUFACTURER'S SPECIFICATIONS. ALTERNATIVELY, THIS INHIBITOR

MAY BE AN EPOXY RESIN MATRIX ADDITIVE. FRP LAMINATE MANUFACTURER/

SUPPLIER TO SPECIFY INHIBITOR REQUIREMENTS WITHIN THEIR SHOP

DRAWINGS SUBMITTAL.

8. ALL LAITANCE, DUST, DIRT, OIL, CURING COMPOUND, EXISTING COATINGS, AND

ANY OTHER MATTER THAT COULD INTERFERE WITH THE BOND OF THE FRP

SYSTEM TO THE CONCRETE SHALL BE REMOVED.

9. THE CONCRETE SURFACE SHALL BE PREPARED TO THE MINIMUM CONCRETE

SURFACE PROFILE (CSP) 3 AS DEFINED BY ICRI SURFACE PROFILE CHIPS.

10. LOCALIZED OUT OF PLANE VARIATIONS (INCLUDING FORM LINES) SHOULD NOT

EXCEED 1/32 OF AN INCH OR THE TOLERANCE SET FORTH BY THE FRP

MANUFACTURER. LOCALIZED OUT OF PLANE VARIATIONS CAN BE REMOVED

BY GRINDING OR WATER BLASTING. BUG HOLES AND SMALL VOIDS SHALL BE

FILLED WITH RESIN BASED PUTTY.

11. SURFACE SHALL BE COATED WITH A CORROSIVE INHIBITOR SUCH AS SIKA

FERROGARD 903 OR APPROVED EQUAL.

12. MIXING OF RESINS AND PLACEMENT OF SYSTEM SHALL BE PER THE

REQUIREMENTS OF THE FRP MANUFACTURER.

13. REPORTS SHALL BE PROVIDED TO THE COR INDICATING THE MINIMUM

INSPECTION AND EVALUATION REQUIREMENTS OF ACI 440.2R CHAPTER 7 HAVE

BEEN PERFORMED AND MET.

14. BASIS OF DESIGN IS SIKA WRAP HEX 103C FIBER (550 KSI, 0.04 IN THICK) TO BE

USED WITH SIKA CARBODUR ADHESIVE RESIN. EQUIVALENT PRODUCT MAY BE

SUBMITTED FOR COR APPROVAL.

E. FIBER-REINFORCED POLYMERS (FRP)

1. ALL FRP INSTALLATIONS SHALL FOLLOW THE MANUFACTURER’S

REQUIREMENTS AND ACI 440.2R-08 AT A MINIMUM.

2. ALL PRODUCTS SHALL BE STORED PER MANUFACTURER'S RECOMMENDED

STANDARDS, AND MSDS SHEETS FOR ALL PRODUCTS SHALL BE PROVIDED

ON SITE WITH ASSOCIATED MATERIALS.

3. THE FRP INSTALLATION CONTRACTOR SHOULD DEMONSTRATE COMPETENCY

FOR FRP INSTALLATION AND CONTRACTOR SHALL PROVIDE STATEMENTS OF A

MINIMUM OF FIVE PRIOR PROJECTS WHERE THEY PARTICIPATED IN THE

INSTALLATION OF FRP SYSTEMS.

4. FRP CONCRETE STRENGTHENING SHALL NOT TAKE PLACE IF THE CONCRETE

SURFACE IS BELOW 40 DEGREES FAHRENHEIT OR IF THE CONCRETE SURFACE

IS DAMP.

5. ALL SUBSTRATE SHALL BE PREPARED AND REPAIRED AS NECESSARY AS

SPECIFIED IN ACI 546R AND ICRI 03730. THE CONTRACTOR IS RESPONSIBLE

TO CONTACT THE FRP MANUFACTURER PRIOR TO CONCRETE REPAIR TO

CONFIRM THAT ALL REPAIR MATERIALS ARE COMPATIBLE WITH THE FRP

SYSTEM.

EOB

R

S A

SIONA N G

INE

L E

T SBA

No. 44228

ER

PROF ES

STATE OF

1 2

A

B

W33X130

W X9 4 W X9

W27X146

W X4

W X4

W X4

W X1

W X1

W27X94

W X1

W27X94W27X94

W X8

W X1

W33X130

W X4

W X4

W X5

W X1

W8X18 W8X18 W8X18 W8X18 W8X18

W8X18 W8X18 W8X18 W8X18 W8X18

W8X18 W8X18 W8X18 W8X18 W8X18

W8X18 W8X18 W8X18W8X18

W 8X

W 8X

W 8X

W24X117

W18X50

W24X117

W18X40

W 8X

W 8X

W18X46

W18X40

W18X40

W18X46

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W 8X

W24X55W14X22

W2 4X

W1 4X

W24X55 W14X22

W1 4X

W2

4X

W27X94W27X94

W X9

W X9

T

T1

T

W

W

W

W

TT T1

T1 T T

T1

T

T

W

W

W

W8 X1

8 W8X18

W8 X1 8W8X18W8X24 W8 X2

W8X24W8 X2

TS 6X6X1/4 COLUMN ABOVE 2'-0"

FROM OUTSIDE FACE OF PRECAST

PANELS (TYP. 28 PLACES)

A S100

( 61' - 8" )

(6 1' -8

L3X3X1/4 (TYP.

16 PLACES)

TS 6X6X3/8

COLUMN

ABOVE (TYP.)

TS 8X6X3/8

COLUMN

ABOVE (TYP.

4 PLACES)

TS 14X14

COLUMN

ABOVE (TYP.

4 PLACES)

TS 10X6X1/2

COLUMN

ABOVE (TYP.)

( 1' - 0" ) ( 6' - 0" ) (TYP.)

(TYP.)

PRECAST SUPPORT

LOCATIONS FOR PANEL T

PRECAST CONCRETE

PANELS, SEE S30

(TY

P.)

3 A T (

4'- 8")

0"

W

EDGE OF SLAB

W8X18

( 6' - 8" )(TYP.) PRECAST SUPPORT

LOCATIONS FOR PANEL T1( 10' - 2" )(TYP.)

TS 4X4X3/8 "X"

BRACING ABOVE,

THIS BAY ONLY

W8X35

W8X35

TS 4X4X3/8

BRACING

ABOVE

TS 4X4X3/8

BRACING ABOVE

2W16X67

TS 6X6X3/8

BRACING

ABOVE

2W16X67

2W16X67 TS 6X6X3/8

BRACING

ABOVE

TS 6X6X3/8

BRACING

ABOVE

TS 4X4X3/8

BRACING

ABOVE

TS 6X6X3/8

BRACING

ABOVE

W8X35

W8X35

2W16X67

TS 4X4X3/8

BRACING

ABOVE

W 8X

W 8X

W 8X

W8X10

PR

EC

AS

T S

UP

PO

RT

LO

CA

TIO

N

FO

R

PA

NE

L W

CLOSE OFF FLOOR GRATES PRIOR TO

CONSTRUCTION AND DEHUMIDIFICATION

PROCESS. REFER TO GENERAL

CONSTRUCTION COORDINATION NOTES

SHEET G040 AND SPECIFICATIONS

SECTION 23 84 15 FOR ADDITIONAL

INFORMATION (TYP.)

NOTE 6

SEE NOTES 5

AND 7, TYP 2

PER LONG SIDE

OF TOWER

NOTE 4

TYP

SEE NOTES 5

AND 7, TYP 1

PER ANGLED SIDE

OF TOWER

SEE NOTES 5

AND 7, TYP

AT ALL CORNERS

T

N

CHECKED

DESIGNED DATE

H

G

F

E

D

C

B

A

7 6 5 4 3 2 1

H

G

F

E

D

C

B

A

8 7 6 5 4 3 2 1

DRAWN

APPROVED BY

JCNISSUED BY

SUBMITTED BY

DRAWING NO

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES

REVIEWED BY

MIA-D-ATCT-

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

AIRPORT TRAFFIC CONTROL TOWER

PRECAST PANEL REPAIR

EASTERN SERVICE AREA ATLANTA, GEORGIA

MIAMI FL(MIAMI INTERNATIONAL AIRPORT)

PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER

REV APPROVED

DATE

REDLINE

DATEDESCRIPTION JCN APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

STRUCTURAL

ATLANTA TERMINAL

ENGINEERING

CENTERW|W PROJECT NUMBER 216103

5901 Peachtree Dunwoody Road| Bldg C| Suite 515 Atlanta, Georgia 30328-6055 phone 678.320.1888 | fax 770.522.8115 wileywilson.com

1600271

JONATHAN S. KREINER VINCENT L. WILLIAMS

9/ /2 5:

:5

PM

9/18/2017 5:05:58 PM JST

RAB

S001

JST

CABLE ACCESS FRAMING PLAN

08/31/2017SCALE: 1/4" = 1'-0"S001

1 CABLE ACCESS (LEVEL-24)

8'4'2'0'

SCALE: 1/4"=1'-0"

NOTES:

LEGEND:

PRECAST PANEL DESIGNATIONS

SEE S101

1. ALL EXISTING STEEL MEMBERS ARE SHOWN FOR INFORMATION ONLY.

CONTRACTOR SHOULD FIELD VERIFY ALL DIMENSIONS INCLUDING STEEL

AND CONCRETE SIZES PRIOR TO FABRICATION AND ANY FIELD WORK.

2. ALL NEW STEEL MEMBERS AND CONNECTIONS SHALL RECEIVE

CORROSION PROTECTION.

3. REPAIR DAMAGED SPRAY-ON FIREPROOFING THROUGHOUT. IN ADDITION, NEW

STRUCTURAL STEEL MEMBERS SHALL BE PROPERLY COATED WITH MATCHING

SPRAY-ON FIREPROOFING.

4. AS PART OF THE PRECAST CONCRETE FRP REPAIRS, REPLACE ANCHORS FOR

CAB WASHDOWN PIPING WITH STAINLESS STEEL EPOXY ANCHORS TO MATCH

EXISTING, HAS-R 304 SS OR APPROVED EQUAL. CUT EXISTING BOLTS DOWN TO

FLUSH WITH CONCRETE SURFACE AND COAT WITH ZINC-RICH PRIMER COMPATIBLE

WITH FRP REPAIRS. NEW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S

RECOMMENDATIONS INCLUDING MINIMUM SPACING REQUIREMENTS.

5. ALL JOINT SEALANTS BETWEEN PRECAST PANELS ON THE CABLE ACCESS LEVEL

WILL BE REPLACED. SEE DETAILS ON DRAWINGS S102 AND SPECIFICATIONS FOR

INFORMATION.

6. AS PART OF THE PRECAST CONCRETE FRP REPAIRS, ENTIRE CONCRETE

SURFACE OF PRECAST PANELS ON THE CABLE ACCESS LEVEL SHALL BE

COATED. SEE A/S101 SPECIFICATION FOR FURTHER INFORMATION.

7. AFTER FRP REPAIRS, INSTALLATION OF JOINT SEALANTS, AND COATING OF

PRECAST PANELS, SHEET METAL FLASHING SHALL BE INSTALLED OVER EACH

JOINT. SEE S102 FOR DETAILS AND INFORMATION.

EOB

R

S A

SIONA N G

INE

L E

T SBA

No. 44228

ER

PROF ES

STATE OF

1 2

A

B

A S100

TS

8X 6X 3/

TS

8X 6X 3/

TS8X6X3/8

TS8X6X3/8

TS

8X 6X 3/

TS

8X 6X 3/

TS8X6X3/8

TS8X6X3/8

TS

8X 6X 3/8

TS8X6X3/8

TS

8X

6X 3/8

TS 6X6X1/4

COLUMN BELOW

(TYP. 56 PLACES)

TS

8X 6X 3/8

TS8X6X3/8

TS

8X

6X 3/8

TS8X6X3/8

C15X33.9

C15X33.9

C X3 3.

C1 5X

.9

C X3 3.

C1 5X .9

C15X33.9

C15X33.9

TS8X4X1/4

TS8X4X1/4

TS

8X 4X 1/4

TS

8X 4X 1/

TS

8X 4X 1/

TS

8X

4X 1/4

TS8X4X1/4

TS8X4X1/4 TS8X4X5/16

TS

8X 4X 5/

TS8X4X5/16

TS

8X 4X 5/

TS5X3X3/16

TS

5X 3X 3/

TS5X3X3/16

TS

5X 3X 3/

TS8X4X5/16 TS

8X

4X 5/1

TS8X4X5/16TS

8X 4X 5/1

TS5X3X3/16 TS

5X

3X 3/1

TS

5X 3X 3/1

6 TS5X3X3/16

W14X22W10X12

W X9

W14X22W10X12

W X3

W X1

W X1

W X1

W X1

W10X12W8X10

W X3

W10X12W8X10

( 4" )

EDGE OF SLAB

TUBES SUPPORTING PRECAST

STOP SHORT 4" OF COL. LINE (TYP.)

BUILT-UP

14X14 COL.

(4 PLACES)

( 57' - 8" )

(5 7' -8

S101

NEW BENT C6X13 WELDED

TO PERIMETER TUBE

SECTIONS, TYP. AT

CORNERS SEE 5/S101

TS10X6X1/2 COL BELOW,

TS8X6X4X1/2 MULLIONS

ABOVE (TYP. 16 PLACES)

BRACING

BELOW (TYP.)

TS8X6X3/8

COL BELOW

(TYP. 4 PLACES)

"X" BRACING BELOW

THIS BAY ONLY

L5X5X3/8 BRACING

BELOW (TYP.)

W4X13 EMBEDDED

IN CONC SLAB

(TYP. 8 PLACES)

TS4X4X1/4 ELEVATION

VARIES (TYP. 16 PLACES)

NEW 2-C6X13 BACK

TO BACK AT EACH

COLUMN, TYP. EA. SIDE

OF TOWER SEE S100

NOTES 4

AND 5

NOTE 6

NEW 2-C6X13 BACK

TO BACK AT EACH

COLUMN, TYP. EA.

SIDE OF TOWER SEE S100

N

CHECKED

DESIGNED DATE

H

G

F

E

D

C

B

A

7 6 5 4 3 2 1

H

G

F

E

D

C

B

A

8 7 6 5 4 3 2 1

DRAWN

APPROVED BY

JCNISSUED BY

SUBMITTED BY

DRAWING NO

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES

REVIEWED BY

MIA-D-ATCT-

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

AIRPORT TRAFFIC CONTROL TOWER

PRECAST PANEL REPAIR

EASTERN SERVICE AREA ATLANTA, GEORGIA

MIAMI FL(MIAMI INTERNATIONAL AIRPORT)

PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER

REV APPROVED

DATE

REDLINE

DATEDESCRIPTION JCN APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

STRUCTURAL

ATLANTA TERMINAL

ENGINEERING

CENTERW|W PROJECT NUMBER 216103

5901 Peachtree Dunwoody Road| Bldg C| Suite 515 Atlanta, Georgia 30328-6055 phone 678.320.1888 | fax 770.522.8115 wileywilson.com

1600271

JONATHAN S. KREINER VINCENT L. WILLIAMS

9/ /2 5:

:5

PM

9/18/2017 5:05:59 PM JST

RAB

S002

JST

CAB LEVEL FRAMING PLAN

08/31/2017SCALE: 1/4" = 1'-0"S002

1 CAB LEVEL (LEVEL-25)

NOTES:

8'4'2'0'

SCALE: 1/4"=1'-0"

1. ALL EXISTING STEEL MEMBERS ARE SHOWN FOR INFORMATION ONLY.

CONTRACTOR SHOULD FIELD VERIFY ALL DIMENSIONS INCLUDING STEEL

AND CONCRETE SIZES PRIOR TO FABRICATION AND ANY FIELD WORK.

2. ALL NEW STEEL MEMBERS AND CONNECTIONS SHALL RECEIVE

CORROSION PROTECTION.

3. REPAIR DAMAGED SPRAY-ON FIREPROOFING THROUGHOUT. IN ADDITION, NEW

STRUCTURAL STEEL MEMBERS SHALL BE PROPERLY COATED WITH MATCHING

SPRAY-ON FIREPROOFING.

4. CLEAN AND RESEAL CONCRETE CAB CATWALK SURFACE WITH WATERPROOF

DECK COATING. SEE SECTION 1/S100 AND SPECIFICATIONS FOR MORE

INFORMATION ON COATING AND EXPANSION JOINTS. ASSURE THAT NEW

COATING ALLOWS FOR DRAINAGE OF CATWALK TO EXISTING DRAINS. CLEAN

OUT EXISTING DRAINS AND DRAINLINES ON CATWALK AFTER INSTALLATION OF

NEW COATING.

5. WIRE BRUSH, CLEAN, AND COAT EXPOSED WEATHERHEAD PIPE ELBOWS ON

CATWALK WITH ZINC RICH PRIMER AND TOP COAT. SEE SPECIFICATIONS FOR

FURTHER INFORMATION.

6. WIRE BRUSH, CLEAN, AND COAT AREAS OF DAMAGED METAL PANELS ADJACENT

TO CATWALK WITH ZINC RICH PRIMER AND TOP COAT. SEE SPECIFICATIONS FOR

FURTHER INFORMATION.

EOB

R

S A

SIONA N G

INE

L E

T SBA

No. 44228

ER

PROF ES

STATE OF

EXIST.

PRECAST PANEL T

SEE 1/S101

EXIST.

PRECAST PANEL AG

EXIST. W27

EXIST. W8

EXIST. W33

EXIST. W8

EXIST. PRECAST PANEL

CONNECTION

TO STRUCTURE

( 4' - 10" )( 4' - 0" )( 3" )( 1' - 11" )

W.P.

(1 0"

EXIST. C15

EXIST. 3 1/4"

CONC. ON 3" DECK

EXIST. L5X5X3/8

EXIST. CONC.

TOPPING

CABLE

ACCESS LEVEL T.O.S.

EL. 287'-0 3/4"

WALKWAY.

EL. 294'-3 3/4" EL. 293'-9 1/2"

CAB FLOOR T.O.S.

EL. 299'-6 3/4"

EL. 300'-0"(5

1/ 4"

EXIST. W16

EXIST.

TS 10X6

COLUMN

3 1/4" CONC.

ON 2" DECK

EL. 296'-8"( 6" )

S100

S100

S100

EXIST. W18

EXIST. C8

SLAB STOPS AT

COLUMN FACE

AT STAIRS

POUR STOP

TO FORM CURB

EXIST.

TS8X6

EL. 300'-0"

EL. 302'-7"

( 4" )

EXIST. CONC. SLAB

ON STEEL DECK

EXIST. W14

EXIST.

TS 4X4

BRACING

EXIST. TS 4X4X3/16

ELEVATION VARIES

NEW 2-C6X13 BACK TO

BACK BRACE AT EACH

COL.

EXIST. TS5

EXIST. TS8

EXIST.

TS8

EXIST. TS8

EXIST

TS6X6

EXIST. TS8

EXIST

TS 6X6

B S100

SEE NOTE 6

ON S002

SEE DETAIL 6/S101

AT CORNERS

( 1" )

EXIST. 4" DIA. PIPE

EXTRA STRONG

STAINLESS STEEL

AT 6'-0" O.C. MAX

EXIST PIPE 8" EXTRA STRONG

STAINLESS STEEL POST

EL. 296'-8"

3/4" CHAMFER EXIST. PRECAST

PANEL CONNECTION

BY PRECASTER

EXIST. TS 8X6

EXIST. TS 6X6 POST

PRECAST PANEL

REMOVE FIREPROOFING AND

CLEAN COLUMN BEFORE WELDING3/16

NEW 3/8"x4"x0'-7" LG SHEAR

PLATE ALIGNED WITH CONCRETE

SLAB BEHIND COLUMN

NEW (2) 5/8"Ø A325 BOLTS IN FIELD

DRILLED 11/16"Ø HOLES AT 3" O.C.

NEW 2-C6X13 BACK

TO BACK BRACE

EXIST. 1/2"

CAP PLATE

EXIST. C15x33.9

( 2 1/2" )

EXIST.

L3x3x1/4

NEW CONCRETE RESURFACING,

SEE SPECS. FOR MORE INFO.

AFTER CONCRETE RESURFACING,

CLEAN AND DRY EXISTING PANELS.

INSTALL NEW PANELS DIRECTLY

OVER EXISTING. SEE SPECS.

EXIST. 2" INSULATED

METAL PANEL

(5

W.P.

EXIST. TS 6X6

POST

EXIST.

TS 8X6

EXIST.

L5X5X3/8

EXIST. EMBED AND

CONNECTIONS

PER PRECAST MFR

EXIST. 2" X 1" CONTINUOUS HALF

ROD STAINLESS STEEL BAR

EXIST. STAINLESS STEEL

EMBED AT 4'-0" O.C.

BY PRECAST MFR

3/16

REMOVE FIREPROOFING

AND CLEAN BEAM

BEFORE WELDING

NEW 2-C6X13 BACK

TO BACK BRACE

S100

NEW 3/8"x4"x0'-7"

LG SHEAR PLATE

NEW (2) 5/8"Ø A325

BOLTS IN FIELD DRILLED

11/16"Ø HOLES AT 3" O.C.

EXIST.

PRECAST

PANEL

(5 1/ 4"

( 1' - 5" )( 8" )

EXIST.

PRECAST PANEL AG

EXIST. C6X8X1'-7" LONG

PRECAST SUPPORT

POSTCL

EXIST. W33

EXIST.

TS6X6

POST

EXIST. W6X12X10"

LONG AT EACH

PRECAST PANEL

SUPPORT

(2 PER PANEL)

EXIST. L6X4X3/8X6" LG

( 6" )

( 1" )

EXIST. EMBED AND

CONNECTIONS

PER PRECAST MFR

( 1" )

BEAMCL

EXIST. EMBED AND

CONNECTIONS

PER PRECAST MFR

EXIST. EMBED AND

CONNECTIONS

PER PRECAST MFR

(3 /4

S100

EXIST.

PRECAST PANEL

NEW 20 GAUGE G90 GALVANIZED

COLD-FORMED STEEL BENT PLATE

AROUND ENTIRE PERIMETER

SEALED WEATHER TIGHT

FIELD DRILL 11/16"x 1 9/16"

LSH FOR 5/8"Ø A325

BOLT SPACED AT 24" O.C.

TIGHTEN BOLT TO

SNUG TIGHT

FACTORY APPLIED

TRAFFIC GRADE GRAY

SILICON FACE

2" 2"

2" 2"

PRE-COMPRESSED IMPREGNATED

OPEN CELL FOAM SEALED BY FIELD

APPLIED 2-PART EPOXY ADHESIVE

PRESSURE FIT POLYURETHANE

FOAM EXPANSION JOINT5"

3/ 4"

1/2"Ø HILTI HAS-E RODSW/

2 3/4" EMBED. IN HIT-HY 200

ADHESIVE OR EQUAL

SPACED AT 24" O.C.

*VERIFY DIMENSION IN FIELD

PROVIDE NYLON

WASHER ABOVE

PLATE

NEW L5x5x1/2x0'-8"

SPACED AMIN. OF 8"

FROM EXIST. FIELD

INSTALLED PLATE

3/16 5

REMOVE FIREPROOFING AND

CLEAN BEAM BEFORE WELDING

EXIST. FIELD

INSTALLED PLATE

NEW (2) 1/2"Ø HILTI HAS-E RODS

AT 5" O.C. W/ 4 1/2" EMBED. IN

HIT-HY 200 ADHESIVE OR EQUAL

NEW 2-C6X13 BACK

TO BACK BRACE

NEW (2) 5/8"Ø A325 BOLTS IN FIELD

DRILLED 11/16"Ø HOLES AT 3" O.C.

NEW 3/8"x4"x0'-7"

LG SHEAR PLATE

EXIST.

TS 6X6 POST

EXIST.

TS 8X6

EXIST. 1/2"

CAP PLATE

EXIST.

PRECAST

PANEL

CHECKED

DESIGNED DATE

H

G

F

E

D

C

B

A

7 6 5 4 3 2 1

H

G

F

E

D

C

B

A

8 7 6 5 4 3 2 1

DRAWN

APPROVED BY

JCNISSUED BY

SUBMITTED BY

DRAWING NO

SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES

REVIEWED BY

MIA-D-ATCT-

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

AIRPORT TRAFFIC CONTROL TOWER

PRECAST PANEL REPAIR

EASTERN SERVICE AREA ATLANTA, GEORGIA

MIAMI FL(MIAMI INTERNATIONAL AIRPORT)

PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER

REV APPROVED

DATE

REDLINE

DATEDESCRIPTION JCN APVD

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

FOR OFFICIAL USE ONLY

STRUCTURAL

ATLANTA TERMINAL

ENGINEERING

CENTERW|W PROJECT NUMBER 216103

5901 Peachtree Dunwoody Road| Bldg C| Suite 515 Atlanta, Georgia 30328-6055 phone 678.320.1888 | fax 770.522.8115 wileywilson.com

1600271

JONATHAN S. KREINER VINCENT L. WILLIAMS

9/ /2 5:

:0

PM

9/18/2017 5:06:01 PM JST

RAB

S100

JST

SECTIONS AND DETAILS

08/31/2017

SCALE: 1/2" = 1'-0"S100

A SECTION

SCALE: 1" = 1'-0"S100

1 DETAIL

SCALE: 1" = 1'-0"S100

2 DETAIL

SCALE: 1" = 1'-0"S100

3 DETAIL

8'4'2'0'

SCALE: 1/4"=1'-0"

2'1'6"0'

SCALE: 1"=1'-0"

18"1'6"0'

SCALE: 1-1/2"=1'-0"

SCALE: 1 1/2" = 1'-0"S100