PAU Standard Design Drawings (tallest).pdf

REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ISSUED BYDESIGNED

DRAWN

CHECKED

JCNDATE

DRAWING NO REV

E

D

C

B

A

F

G

H

5678 4 3 2 1

SUBMITTED BY APPROVED BY

E

D

C

B

A

F

G

H

5678 4 3 2 1

REVIEWED BY

FAA OFFICE WASHINGTON, DC

ATCT (FINAL STANDARD V1.1 - 06/26/24)

GENERAL

COVER SHEET

CITY STAIRPORT

Designer

Author

Checker

WASD-D-ATCT- G000

JUNE 26, 2024

ATCT STANDARD

FINAL STANDARD V1.1

AIRPORT

CITY, ST

ATCT

DE

PA

RT

MENT OF TRANSPORTATION

UNITED STATES OF AMERIC

A

AVI ATI O

N

LAREDE

T R A T I O N

SINI

M D

A

F

IMPORTANT:

THE DIMENSIONS,

SPECIFICATIONS, AND

NOTES SHOWN ON THIS

DRAWING ARE

CONCEPTUAL AND

PROVIDED FOR BIDDING

PURPOSES ONLY. THE

FAA DOES NOT ASSUME

RESPONSIBILITY FOR

THEIR ACCURACY. THE

DESIGN-BUILDER IS

REQUIRED TO VERIFY

THE INFORMATION

BEFORE USING IT IN THE

FINAL DESIGN.

OGD AIRPORT TRAFFIC CONTROL TOWER REPLACMENT PROJECT

OGDEN-HINCKLEY AIRPORT

REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ISSUED BYDESIGNED

DRAWN

CHECKED

JCNDATE

DRAWING NO REV

E

D

C

B

A

F

G

H

5678 4 3 2 1

SUBMITTED BY APPROVED BY

E

D

C

B

A

F

G

H

5678 4 3 2 1

REVIEWED BY

FAA OFFICE WASHINGTON, DC

ATCT (FINAL STANDARD V1.1 - 06/26/24)

GENERAL

DRAWING INDEX SHEET

CITY STAIRPORT

Designer

Author

Checker

WASD-D-ATCT- G001

INDEX - ARCHITECTURAL

A000 ARCHITECTURAL SYMBOLS

A100 GROUND LEVEL FLOOR PLAN

A101A FIRST INTERMEDIATE LEVEL FLOOR PLAN (ASHP OPTION)

A102A SECOND INTERMEDIATE LEVEL FLOOR PLAN

A102A.1 TYPICAL SHAFT LEVEL FLOOR PLAN

A102B MECHANICAL ACCESS LEVEL FLOOR PLAN

A103 SUBJUNCTION LEVEL FLOOR PLAN

A104 JUNCTION LEVEL FLOOR PLAN

A105A CONSOLE ACCESS LEVEL FLOOR PLAN (450 SF CAB)

A105B CONSOLE ACCESS LEVEL FLOOR PLAN (550 SF CAB)

A106A CAB LEVEL FLOOR PLAN (450 SF CAB)

A106B CAB LEVEL FLOOR PLAN (550 SF CAB)

A110A ROOF PLAN (450 SF CAB)

A110B ROOF PLAN (550 SF CAB)

A126B CAB LEVEL REFLECTED CEILING PLAN (550 SF CAB)

A200 TYPICAL ATCT HEIGHTS - ELEVATION

A201 ARCHITECTURAL NORTH ELEVATION - TALLEST TOWER HEIGHT

A202 ARCHITECTURAL EAST ELEVATON - TALLEST TOWER HEIGHT

A203 ARCHITECTURAL SOUTH ELEVATON - TALLEST TOWER HEIGHT

A204 ARCHITECTURAL WEST ELEVATON - TALLEST TOWER HEIGHT

A205 ARCHITECTURAL NORTH ELEVATION - SHORTEST TOWER HEIGHT

A206 ARCHITECTURAL EAST ELEVATION - SHORTEST TOWER HEIGHT

A207 ARCHITECTURAL SOUTH ELEVATION - SHORTEST TOWER HEIGHT

A208 ARCHITECTURAL WEST ELEVATION - SHORTEST TOWER HEIGHT

A300 TYPICAL ATCT HEIGHTS - SECTION

A301 ARCHITECTURAL EAST-WEST STAIR SECTION - TALLEST TOWER HEIGHT

A302 ARCHITECTURAL EAST-WEST SECTION II - TALLEST TOWER HEIGHT

A303 ARCHITECTURAL NORTH-SOUTH SECTION - TALLEST TOWER HEIGHT

A304 ARCHITECTURAL EAST-WEST SECTION - SHORTEST TOWER HEIGHT

A305 ARCHITECTURAL EAST-WEST SECTION II - SHORTEST TOWER HEIGHT

A306 ARCHITECTURAL NORTH-SOUTH SECTION - SHORTEST TOWER HEIGHT

A307 ARCHITECTURAL ENLARGED CONSOLE ACCESS LEVEL AND CAB SECTIONS

A400 ENLARGED EGRESS STAIR PLANS AND SECTIONS I

A401 ENLARGED EGRESS STAIR PLANS & SECTIONS II

A402 ENLARGED EGRESS STAIR PLANS & SECTIONS III

A403 ENLARGED CAB STAIR PLAN, SECTIONS & 3D VIEW

A404 ENLARGED PARTIAL STAIR PLANS & SECTIONS I

A405 ENLARGED PARTIAL STAIR PLANS & SECTIONS II

A601 EXTERIOR WALL SECTION DETAILS

A610 ROOF DETAILS I

A900 PERSPECTIVE SKETCH

INDEX - GENERAL

G000 COVER SHEET

G001 DRAWING INDEX SHEET

G002 GENERAL ABBREVIATIONS

G003 GENERAL NOTES & SYMBOLS

G020 BASIS OF DESIGN I

G021 BASIS OF DESIGN II

G022 BASIS OF DESIGN III

G102 SUBJUNCTION LEVEL & JUNCTION LEVEL LIFE SAFETY PLANS

G103 CONSOLE ACCESS LEVEL & CAB LEVEL LIFE SAFETY PLANS

INDEX - STRUCTURAL

S001 GENERAL NOTES I

S002 GENERAL NOTES II

S010 FLOOR LOADING DIAGRAMS I

S011 FLOOR LOADING DIAGRAMS II

S012 FLOOR LOADING DIAGRAMS III

S100 GROUND LEVEL FOUNDATION PLAN

S101 FIRST INTERMEDIATE LEVEL FRAMING PLAN

S102 SECOND INTERMEDIATE LEVEL ROOF FRAMING PLAN

S102.1 TYPICAL SHAFT LEVEL FRAMING PLAN

S103 SUBJUNCTION LEVEL FRAMING PLAN

S104 JUNCTION LEVEL FRAMING PLAN

S105A 450 SQ FT CAB - CONSOLE ACCESS LEVEL FRAMING PLAN

S105B 550 SQ FT CAB - CONSOLE ACCESS LEVEL FRAMING PLAN

S106A 450 SQ FT CAB - CAB FLOOR LEVEL FRAMING PLAN

S106B 550 SQ FT CAB - CAB FLOOR LEVEL FRAMING PLAN

S110A 450 SQ FT CAB - CAB ROOF LEVEL FRAMING PLAN

S110B 550 SQ FT CAB - CAB ROOF LEVEL FRAMING PLAN

S201 EXTERIOR CORE WALL ELEVATIONS I

S202 EXTERIOR CORE WALL ELEVATIONS II

S203 INTERIOR CORE WALL ELEVATIONS I

S204 INTERIOR CORE WALL ELEVATIONS II

S220 CAB FRAME ELEVATION

S260 TYPICAL ATCT HEIGHTS - ELEVATION I

S261 TYPICAL ATCT HEIGHTS - ELEVATION II

S262 TYPICAL ATCT HEIGHTS - ELEVATION III

S302 BUILDING SECTIONS III

S303 BUILDING SECTIONS IV

S320 STAIR ENLARGED PLAN AND TYPICAL DETAILS

S500 STEEL COLUMN SCHEDULE

S501 TYPICAL STEEL COLUMN DETAILS I

S502 TYPICAL STEEL COLUMN DETAILS II

S511 TYPICAL STEEL BEAM DETAILS II

INDEX - ELECTRICAL

E000 ELECTRICAL SYMBOLS & ABBREVIATIONS

E001 ELECTRICAL ABBREVIATIONS

E100 ELECTRICAL GROUND LEVEL - POWER & TELECOM PLAN

E101 ELECTRICAL FIRST INTERMEDIATE LEVEL - POWER & TELECOM PLAN

E102A ELECTRICAL TYPICAL SHAFT LEVEL - POWER & TELECOM PLAN

E102B ELECTRICAL MECHANICAL ACCESS LEVEL (SHORTEST TOWER HEIGHT) -

POWER & TELECOM PLAN

E103 ELECTRICAL SUBJUNCTION LEVEL - POWER & TELECOM PLAN

E104 ELECTRICAL JUNCTION LEVEL - POWER & TELECOM PLAN

E105A ELECTRICAL CONSOLE ACCESS LEVEL - POWER & TELECOM PLAN (450

SF CAB)

E105B ELECTRICAL CONSOLE ACCESS LEVEL - POWER & TELECOM PLAN (550

SF CAB)

E106 ELECTRICAL CAB LEVEL - POWER & TELECOM PLAN

E107 ELECTRICAL ROOF LEVEL - POWER & TELECOM PLAN

E110 ELECTRICAL GROUND LEVEL - GROUNDING & CABLE TRAY PLAN

E111 ELECTRICAL FIRST INTERMEDIATE LEVEL - GROUNDING & CABLE TRAY

PLAN

E112A ELECTRICAL TYPICAL SHAFT LEVEL - GROUNDING & CABLE TRAY PLAN

E112B ELECTRICAL MECHANICAL ACCESS LEVEL (SHORTEST TOWER HEIGHT)

- GROUNDING & CABLE TRAY PLAN

E113 ELECTRICAL SUBJUNCTION LEVEL - GROUNDING & CABLE TRAY PLAN

E114 ELECTRICAL JUNCTION LEVEL - GROUNDING & CABLE TRAY PLAN

E115A ELECTRICAL CONSOLE ACCESS LEVEL - GROUNDING & CABLE TRAY

PLAN (450 SF CAB)

E115B ELECTRICAL CONSOLE ACCESS LEVEL - GROUNDING & CABLE TRAY

PLAN (550 SF CAB)

E116 ELECTRICAL CAB LEVEL - GROUNDING & CABLE TRAY PLAN

E117 ELECTRICAL ROOF LEVEL - GROUNDING & CABLE TRAY PLAN

E300 ELECTRICAL LIGHTNING PROTECTION ELEVATION

E500 ELECTRICAL PANEL SCHEDULE SHEET I

E501 ELECTRICAL PANEL SCHEDULE SHEET II

E502 ELECTRICAL PANEL SCHEDULE SHEET III

E671 ELECTRICAL ANTENNA AND AIR TERMINAL MOUNTING DETAILS

E680 ELECTRICAL E/G, ATS, UPS, LOAD BANK INTERCONNECTION DIAGRAM

E800 ELECTRICAL SINGLE-LINE DIAGRAM

E801 ELECTRICAL FEEDER/CONDUIT SCHEDULE

INDEX - MECHANICAL

M103 MECHANICAL SUBJUNCTION LEVEL - DUCTWORK PLAN

M105A MECHANICAL CONSOLE ACCESS LEVEL - DUCTWORK PLAN (450 SF CAB)

M105B MECHANICAL CONSOLE ACCESS LEVEL - DUCTWORK PLAN (550 SF CAB)

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

INDEX - PLUMBING

P001 PLUMBING NOTES

INDEX - FIRE PROTECTION

F001 FIRE PROTECTION NOTES

F002 FIRE PROTECTION FIRE ALARM SEQUENCE OF OPERATIONS

IMPORTANT:

THE DIMENSIONS,

SPECIFICATIONS, AND

NOTES SHOWN ON THIS

DRAWING ARE

CONCEPTUAL AND

PROVIDED FOR BIDDING

PURPOSES ONLY. THE

FAA DOES NOT ASSUME

RESPONSIBILITY FOR

THEIR ACCURACY. THE

DESIGN-BUILDER IS

REQUIRED TO VERIFY

THE INFORMATION

BEFORE USING IT IN THE

FINAL DESIGN.

JON IKEDA EYUNG GOV

NOTE: SOME SHEETS HAVE BEEN INTENTIONALLY

OMITTED FROM THIS SET BECAUSE THE OGD ATCT

SHALL BE THE "TALLEST TOWER HEIGHT" WHERE

THE CAB FLOOR IS 119'-10" AGL.

A

A AMP, AMPERE

@ AT

A/C AIR CONDITIONING

A/S AUDIBLE STROBE

AAV AUTOMATIC AIR VENT

ABA ARCHITECTURAL BARRIERS ACT

ABG ABOVE FINISHED GRADE

AC ALTERNATING CURRENT, ABOVE CEILING

ACC AIR COOLED CHILLER

ACDFC AIR COOLED DRY FLUID COOLER

ACI AMERICAN CONCRETE INSTITUTE

ACT ACOUSTICAL CEILING TILE

ADJ ADJUSTABLE

AF AMPERE FRAME

AFD ABOVE FINISHED DOOR

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AGL ABOVE GROUND LEVEL

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AL AIRPORT LIGHTING

AL-GL ALUMINUM AND GLASS

ALT ALTERNATE

ALUM ALUMINUM

AMM AMMETER

AMSL ABOVE MEAN SEA LEVEL

ANN ANNUNCIATOR

ANOD ANODIZED

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

AO ANALOG OUTPUT

AOA AIRPORT OPERATIONS AREA

AP ANNUNCIATOR POINT, ACCESS PANEL

APD AIR PRESSURE DROP

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ARTS AUTOMATED RADAR

AS AIR SEPARATOR

ASHP AIR-SOURCE HEAT PUMP

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATION AND

AIR CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL

ENGINEERS

AT AMPERE TRIP, AIR TRAFFIC

ATC AIRPORT TRAFFIC CONTROL

ATCT AIRPORT TRAFFIC CONTROL TOWER

ATS AUTOMATIC TRANSFER SWITCH

ATOS ABOVE TOP OF SLAB

ATV ATMOSPHERIC VENT

AUTO AUTOMATIC

AUX AUXILIARY

AV AUTOMATIC VENT

AVB AIR VAPOR BARRIER

AVG AVERAGE

AWG AMERICAN WIRE GAGE

AWS AMERICAN WELDING SOCIETY

B

BAT CHGR BATTERY CHARGER

BBHWH BASEBOARD HOT WATER HEATER

B/B BACK TO BACK

BCKP BACKUP

BD BOARD

BDD BACKDRAFT DAMPER

BF BELOW FLOOR (PIPE SIZE)

BFC BELOW FINISHED CEILING

BFP BACKFLOW PREVENTER

BI BACKWARD INCLINED

BITS BYPASS ISOLATION TRANSFER SWITCH

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLK BLACK

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOC BOTTOM OF CURB

BOD BOTTOM OF DUCT, BASIS OF DESIGN

BOF BOTTOM OF FIXTURE

BOP BOTTOM OF PIPING

BOT BOTTOM

BP BOOSTER PUMP

BPU BREAKER PROGRAMMING UNIT

BSA BOARD OF STANDARD AND APPEALS

BSDC BARE SOFT DRAWN COPPER

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

BTWN BETWEEN

C

C CONDUIT

C TO C CENTER TO CENTER

CAF COMBUSTION AIR FAN

CANT CANTILEVER

CAP CAPACITY

CAV CONSTANT AIR VOLUME

CB CATCH BASIN

CBCR CURVED BLADE CEILING REG.

CCTV CLOSED CIRCUIT TELEVISION

CD CEILING DIFFUSER, CONDENSATE

DRAIN

CEM CEMENT

CENTRIF CENTRIFUGAL

CF CUBIC FOOT/FEET

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH CHILLER

CHKD CHECKERED

CHW CHILLED WATER

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE

CLF CURRENT LIMITING FUSE

CLG CEILING

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLR CLEAR

CM CENTIMETER

CMU CONCRETE MASONRY UNIT

CO COMPANY

EUH ELECTRIC UNIT HEATER

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EWH ELECTRIC WALL HEATER, ELECTRIC WATER

HEATER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATION

EXH EXHAUST

EXP EXPANSION

EXST EXISTING

F

F FIRE WATER SUPPLY

FA FIRE ALARM

FAA FEDERAL AVIATION ADMINISTRATION

FACP FIRE ALARM CONTROL PANEL

FACT FACTORY

FAI FRESH AIR INTAKE

FBO FURNISHED BY OTHERS

FC FACE OF CURB, FLEX CONNECTION

FCC FIRE COMMAND CENTER

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FCV FLOW CONTROL VALVE

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FDR FEEDER

FE FREIGHT ELEVATOR, FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FINISHED FLOOR ELEVATION

FG FIBERGLASS

FH FULL HEIGHT, FIRE HYDRANT

FHC FIRE HOSE CABINET

FHR FIRE HOSE RACK

FHV FIRE HOSE VALVE

FIG FIGURE

FIN FINISH

FIXT FIXTURE

FLA FULL LOAD AMPERES

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR

FLS FLOW SWITCH, FIRE AND LIFE SAFETY

FLUOR FLUORESCENT

FM FACTORY MUTUAL, FORCE MAIN

FO FINISH OPENING, FIBER OPTIC

FOB FACE OF BUILDING

FOD FACE OPERATED DAMPER

FOG FUEL OIL GAGE

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FIBER OPTIC TERMINAL, FUEL OIL TRANSFER

FP FIREPROOF, FIRE PUMP, FLOOR PENETRATION

FPM FEET PER MINUTE

FPSC FIREPROOF SELF-CLOSING

FPU FIELD PROGRAMMING UNIT

FR FIRE RATING

FR FRAME

FRP FIBERGLASS REINFORCED POLY

FRT FIRE RETARDANT TREATED

FS FLOW SWITCH, FLOOR SINK, FAR SIDE

FSD FIRE/SMOKE DAMPER

FSP FIRE STANDPIPE

FSS FUSIBLE SAFETY SWITCH

FT FOOT (FEET)

FTG FOOTING

FTR FIN TUBE RADIATION

FURN FURNISH/FURNITURE

FURR FURRING

FV FULL VOLTAGE

FVC FIRE VALVE CABINET

FW FIRE WATER, FILTERED WATER

FWD FORWARD, FIRE SPRINKLER WATER DRAIN

FWS FIRE WATER SUPPLY

FX FIRE EXTINGUISHER

G

G GAS, GROUND

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT FURNISHED EQUIPMENT

GFM GOVERNMENT FURNISHED MATERIAL

GL GLASS

GND GROUND CONNECTOR

GOVT GOVERNMENT

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRADE

GRN GREEN

GRND GROUND

GRS GALVANIZED RIGID STEEL

GSHP GROUND-SOURCE HEAT PUMP

GT GREASE TRAP

GWB GYPSUM WALLBOARD

GX GENERAL EXHAUST

GYP GYPSUM

GYP PLAS GYPSUM PLASTER

H

HAZMAT HAZARDOUS MATERIALS

HB HOSE BIB

HC HOLLOW CORE

HCLNG HUNG CEILING

HDW HARDWARE

HDWD HARDWOOD

HEX HEXAGONAL

HH HAND HOLE

HK HOOK

HM HOLLOW METAL

HNDRL HANDRAIL

HO HOLD OPEN

HOA HAND-OFF-AUTOMATIC

HORIZ HORIZONTAL

HP HIGH POINT

HP HORSE POWER

HPS HIGH PRESSURE SODIUM

HR HOUR

HS HIGH STRENGTH, HEADED STUD

HSB HIGH STRENGTH BOLT

HT HEIGHT

HTG HEATING

HTR HEATER

HU HUMIDIFIER

HVAC HEATING, VENTILATING, AIR

CONDITIONING

HVY HEAVY

ABBREVIATIONS

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

COND CONDENSATE

CONF CONFERENCE

CONFIG CONFIGURATION

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORDCOORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CORR CORRIDOR

CP CENTER POINT

CPC CRITICAL POWER CENTER

CPT CARPET

CPU CENTRAL PROCESSING UNIT

CR CONTROL RELAY

CS CONTROL SWITCH

CS CAST STONE

CSF CHEMICAL SHOT FEEDER

CSK COUNTERSUNK

CT CERAMIC TILE, COOLING TOWER, CABLE TRAY

CLT CONTROL

CTR CENTER

CU CONDENSING UNIT, COPPER

CU FT CUBIC FOOT/FEET

CV CONSTANT VOLUME, CONTROL VAVLE

CVC CENTRAL VACCUM CLEARNER

CW COLD (DOMESTIC) WATER

CWP CHILLED WATER PUMP

CWR CHILLED WATER RISER

CWS CHILLED WATER SUPPLY

CWV COMBINATION WASTE AND VENT

CY YD CUBIC YARD

D

D DRAIN

D PNL DISTRIBUTION PANEL

DA DINING ALCOVE OR DINING AREA

DAMP DAMPER

DB BRY BULB, DIRECT BURIAL, DUCTBANK

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DC DIRECT CURRENT

DCV BFP DOUBLE CHECK VALVE BACKFLOW

PREVENTOR

DDC DIRECT DIGITAL CONTROL

DDH DESIGN DATA HANDBOOK

DEB DIRECT EARTH BURY

DEG DEGREE

DEMO DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DF DEGREES FARENHEIT

DG DOOR GRILLE

DGP DATA GATHERING PANEL

DH DOUBLE HUNG

DHW DOMESTIC HOT WATER

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIR DIRECTIONAL

DISC DISCONNECT

DIV DIVISION

D.L. DEAD LOAD

DM DEMAND METER

DN DOWN

DO DOOR OPENING

DOAS DEDICATED OUTDOOR AIR SYSTEM

DP DIFFERENTIAL PRESSURE

DPDT DOUBLE POLE DOUBLE THROW

DPST DOUBLE POLE SINGLE THROW

DPT DIFFERENTIAL PRESSURE TRANSMITTER

DR DINING ROOM

DR DOOR

DS DOWNSPOUT

DSF DESTRATIFICATION FAN

DT DOUBLE THROW, DIAPHRAM TANK, DOUBLE TEE

DTS DOUBLE THROW SWITCH

DU DWELLING UNIT

DW DISHWASHER

DWBP DOMESTIC WATER BOOSTER PUMP

DWDI DOUBLE WIDTH DOUBLE INLET

DWG DRAWING

DWL DOWEL

DX DRYER EXHAUST

E

E EAST

EA EACH

EAT ENTERING AIR TEMPERATURE

ECP ENGINE CONTROL PANEL

EDAM ELECTRICAL DATA ACQUISITION AND

MONITORING

EDH ELECTRICAL DUCT HEATER

E.E. EACH END

EES EARTH ELECTRODE SYSTEM

EF EXHAUST FAN

EG ENGINE GENERATOR, EXHAUST GTRILL

EMERGENCY GENERATOR

EH ELECTRIC HEATER, ELECTRONIC HUMIDIFIER

EHC ELECTRIC HEATING COIL

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEV ELEVATOR

EMCS ENERGY MANAGEMENT AND CONTROL SYSTEM

EMER EMERGENCY

EMI ELECTROMAGNETIC INTERFACE

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRIC METALLIC TUBING

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

E.O.R ENGINEER OF RECORD

EOS EDGE OF SLAB

EP ELECTRICAL PANEL

EPMS ELECTRICAL POWER MONITORING SYSTEM

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

ERMS ENVIRONMENTAL REMOTE MONITORING

SYSTEM

E.S. EACH SIDE

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

HW HOT WATER

HWP HOT WATER PUMP

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWUH HOT WATER UNIT HEATER

HX HEAT EXCHANGER

HYD HYDRANT

HZ HERTZ

I

IC INTERCOMMUNICATION, INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH(ES)

INCAND INCANDESCENT

INCL INCLUDE(D)

INDIC INDICATOR

INSUL INSULATION

INT INTERIOR

INTERM INTERMEDIATE

INV INVERT

INV EL INVERT ELEVATION

IPS IRON PIN SET

ISMS INTEGRATED SECURITY MANAGEMENT

SYSTEM

ISO ISOCYANURATE

ITEA INFORMATION TECHNOLOGY

EQUIPMENT AREA

ITER INFORMATION TECHNOLOGY

EQUIPMENT ROOM

IRMA INVERTED ROOF MEMBRANE ASSEMBLY

J

JAN JANITOR

JB JUNCTION BOX

JP JOCKEY PUMP

JT JOINT

K

K KIPS

KA KILOAMPERES

KAIC KILO-AMPS INTERRUPTING CAPACITY

KCMIL THOUSAND CIRCULAR MILLS

KD KNOCK DOWN

KIT KITCHEN

KO KNOCK OUT

KP KICK PLATE

KSI 1000 POUNDS PER SQUARE INCH

KTTE KITCHENETTE

KV KILOVOLT

KVA KILOVOLT AMPERES

KVAR KILOVOLT AMPERES-REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

KX KITCHEN EXHAUST

L

L&S LOUVER AND SCREEN

LAM LAMINATE(D)

LAT LEAVING AIR TEMPERATURE

LAUN LAUNDRY

LAV LAVATORY

LB(S) POUND(S)

LBG LINEAR BAR GRILLE

LBD LINEAR BAR DIFFUSER

LBR LINEAR BAR RETURN

LBS POUNDS

LD LINEAR DIFFUSER

LDR LEADER

LF LINEAR FOOT

LFS LIGHTIG FIXTURE SCHEDULE

LIB LIBRARY

LIN CL LINEN CLOSET

L.L. LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LOSP LOCAL OPERATING STATUS PANEL

LP LOW POINT

LR LIVING ROOM

LRA LOCKED ROTOR AMPERE

LRAG LINEAR RETURN AIR GRILLE

LRG LINEAR RETURN GRILLE

LS LIGHT STANDARD

LSD LINEAR SLOT DIFFUSER

LT LIQUID TIGHT

LTG LIGHT

LT WT LIGHTWEIGHT

LV LOW VOLTAGE

LVL LEVEL

LWT LEAVING WATER TEMPERATURE

M

M METER

MACH MACHINE

MAG MAGNETIC DOOR HOLD OPEN

MAINT MAINTENANCE

MAS MASONRY

MAX MAXIMUM

MB MASTER BATHROOM

MBH THOUSAND BTU/HOUR

MBP MAINTENANCE BYPASS PANEL

M BR MASTER BEDROOM

MCB MOLDED CASE BREAKER

MCC MOTOR CONTROL CENTER

MCM THOUSAND CIRCULAR MILLS

MCP MOTOR CIRCUIT PROTECTOR

MD MANUAL DAMPER

MDF MEDIUM DENSITY FIBERBOARD

MDL MULTIPLE DWELLING LAW

MDT MAIN DISTRIBUTION TERMINAL

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MER MECHANICAL EQUIPMENT ROOM

MERV MINIMUM EFFICIENCY REPORTING VALUE

MEZZ MEZZANINE

MFR MANUFACTURER

MG MOTOR GENERATOR

MH MANHOLE

MIL THOUSANDTHS OF AN INCH

MIN MINIMAL, MINUTE, MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

ML MODULE LINE

MLO MAIN LUGS ONLY

mm MILLIMETER

MO MASONRY OPENING

MOD MODIFIED

MOD MOTOR OPERATED DAMPER

MP MIDPOINT

MPG MULTI-POINT GROUND

MPH MILES PER HOUR

MSL MEAN SEA LEVEL

MTD MOUNTED

MTL METAL

MUA MAKE-UP AIR

MULL MULLION

MUW MAKE-UP WATER

MV MANUAL VENT

MVA MEGAVOLT AMPERE

MVD MANUAL VOLUME DAMPER

MWP MEMBRANE WATERPROOFING

N

N NORTH

NA NOT APPLICABLE

NC NON-CORROSIVE

NC NOISE CRITERIA

N.C. NORMALLY CLOSE

NEC NATIONAL ELECTRIC CODE

NEG NEGATIVE

NEMA NATIONAL ELECTRICAL MANUFACTURERS'

ASSOCIATION

NFHB NON-FREEZING HOSE BIB

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NG NATURAL GAS

NHC NO HUNG CEILING

NIC NOT IN CONTRACT

NK NECK

NO NUMBER

N.O. NORMALLY OPEN

NOM NOMINAL

N.S. NEAR SIDE

NTE NOT TO EXCEED

NTS NOT TO SCALE

O

O/O OUT TO OUT

OA OUTSIDE AIR

OAF OUTSIDE AIR FAN

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

ODP OPEN DRIP PROOF

OE OPEN END

OF OVERFLOW ROOF DRAIN

OFF OFFICE

OH OPPOSITE HAND, OVERHEAD

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPT OPTION

ORD OVERFLOW ROOF DRAIN

ORL OVERFLOW ROOF LEADER

OSA OUTSIDE SUPPLY AIR

OSCO OUTSIDE CLEANOUT

OVHD OVERHEAD

OZ OUNCES

P

P PAINT

PA PUBLIC ASSEMBLY

PABX PRIVATE AUTOMATIC BRANCH

EXCHANGE

PAF POWDER ACTIVATED FASTERNERS

PART PARTITION

PB PULL BOX

PC POINT OF CURVANCE

PC PIECE

PE PASSENGER ELEVATOR

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

PED PEDESTRIAN

PERF PERFORATED

PF POWER FACTOR

PFD PERFORATED FACE DIFFUSER

PFR PERFORATED FACE RETURN

PH ELECTRICAL PHASE

PH PUBLIC HALL

PI PRESSURE INDICATOR

PIU POWER INDUCTION UNIT

PJF PREFORMED JOINT FILLER

PL PROPERTY LINE

PL PLATE

PL PLUMBING

PL POE PLUMBING POINT OF ENTRY

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLCS PLACES

PLYWD PLYWOOD

PM POWER MANHOLE

PMB POWER MIXING BOX

PNL PANEL, PANELBOARD

POB POINT OF BEGINNING

POC POINT OF CONNECTION

POE POINT OF ENTRY

POL POLISH(ED)

POS POSITIVE, POSITION

POSS POSSIBLE

POT POINT OF TANGENCY

PP POWER POLE, PATCH PANEL

PR PAIR

PR POWDER ROOM

PREFAB PREFABRICATED

PRESS PRESSURE

PRMY PRIMARY

PRKG PARKING

PROJ PROJECTION

PROP PROPERTY

PRSR PRESSURIZATION

PRV PRESSURE REDUCING VALVE

PS PRESSURE SWITCH

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQAURE INCH GAGE

PT POINT

PT PRESSURE TRANSMITTER, PRESSURE-

TEMPERATURE PORT

PTAC PACKAGED TERMINAL AIR CONDITIONER

PTB POST TENSIONED BEAM

PTD PAINTED

PTN PARTITION

PVC POLYVINYLCHLORIDE

PVMT PAVEMENT

PVG PAVING

UNFIN

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UPC UNIFORM PLUMBING CODE

UPS,U UNINTERUPTIBLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UTP UNSHIELDED TWISTED PAIR

V

V VOLT, VOLTAGE, VENT

VA VOLT AMPERE, VOICE ALARM

VAC VACANT, VACCUME

VAV VARIABLE AIR VOLUME

VB VACUUM BREAKER

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER - MANUAL

VDT VIDEO DISPLAY TERMINAL

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VIF VERIFY IN FIELD

VM VOLTMETER

VOL VOLUME

VPF VESTIBULE PRESSURIZATION FAN

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WEST, WIDTH, WATT

W/ WITH

W/C WATER TO CEMENT

W/D WASHER DRYER

W/O WITHOUT

WB WET BULB

WC WATER CLOSET, WATER COLUMN,

WALL COVERING

WCO WALL CLEANOUT

WCR WITHSTAND AND CLOSING RATING

WD WOOD

WDW WINDOW

WG WATER GAGE

WH WATER HEATER, WALL HEATER,

WALL HYDRANT

WHA WATER HAMMER ARRESTER

WI WROUGHT IRON

WIC WALK IN CLOSET

WL WORK LINE

W.L. WIND LOAD

WM WIRE MESH, WATT METER

WMS WIRE MESH SCREEN

WP WATERPROOFING

WP WORK POINT

WP SUBSCRIPT "WP" APPLIED TO ANY SYMBOL

INDICATES WEATHERPROOF NEMA TYPE 3R

OR EQUIVALENT, UON

WPD WATER PRESSURE DROP

WR WATER RESISTANT

WSCT WAINSCOT

WSW WASHDOWN SUPPLY WATER

WT WATER TANK, WEIGHT

WTR WATER

WWF WELDED WIRE FABRIC

X

X AUXILIARY RELAY

XDCR TRANSDUCER

XFMR TRANSFORMER

XFR TRANSFER

XMTR TRANSMITTER

XPS EXTRUDED POLYSTYRENE

Y

Y WYE

Y- WYE DELTA

YD YARD

Z

Z IMPEDANCE

Q

QT QUARRY TILE

QTY QUANTITY

QUA QUARTER

R

R RED, RISER, RADIATOR, RADIUS

REFRIGERANT, RANGE

RA RETURN AIR, REMOTE ANNUNCIATOR

RACP REMOTE ACCESS CONTROL PANEL

RAD RADIATOR

RAG RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RUBBER BASE

RC RESILIENT CHANNEL

RCB REINFORCED CONCRETE BEAM

RCP REFLECTED CEILING PLAN

REINFORCED CONCRETE PIPE

RD ROOF DRAIN

RDF RUBBER RAISED DISK FLOOR

RE RESIDENT ENGINEER

REBAR REINFORCING STEEL BAR

REC RECESSED

REC'D RECEIVED

RECP RECEPTACLE

RECT RECTIFIER

REF REFERENCE

REF REFRIGERATOR

REG REGISTER

REINF REINFORCED

REQD REQUIRED

RESIL RESILIENT

RESIST RESISTANT

RET RETURN

REV REVISION

RF RETURN FAN

RFI RADIO FREQUENCY INTERFERANCE

RG RETURN GRILLE

RGS RIGID GALVANIZED STEEL

RH RIGHT HAND

RL RAIN LEADER

RM ROOM

RMH ROOF MOUNTED ROOF

RML RADAR MICROWAVE LINK

RMS ROOT MEAN SQUARE

RO ROUGH OPENING

RO REVERSE OSMOSIS

ROW RIGHT-OF-WAY

RP BP REDUCED PRESSURE BACKFLOW

PREVENTER

RPM ROTATIONS PER MINUTE,

REVOLUTIONS PER MINUTE

RPZ REDUCED PRESSURE ZONE

RPZ BFP REDUCED PRESSURE ZONE

BACKFLOW PREVENTER

RQMTS REQUIREMENTS

RTN RETURN

RTU ROOF TOP UNIT

RV RELIEF VALVE

S

S SOUTH, STAIN COLOUR, SANITARY

S/S STAINLESS STEEL

SA SLEEPING AREA, 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 SOAP DISPENSER

SD SPLITTER DAMPER STORM DRAIN,

SMOKE DETECTER

S.D. SUPPLY DIFFUSER

SDSTSMS SELF DRILLING SELF TAPPING

SHEET METAL SCREWS

SE SERVICE ELEVATOR

SEC SECONDARY

SECT SECTION

SENS SENSIBLE

SEP SEPARATE

SF SQUARE FOOT (FEET)

SG SUPPLY GRILLE

SGL SINGLE

SHDWN SHUT DOWN

SHLD SHIELDED

SHT SHEET

SIM SIMILAR

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

SO SLAB OPENING

SOV SHUT-OFF VALVE

SP STANDPIPE, STATIC PRESSURE(IN W.G.),

SINGLE POLE, SUMP PUMP

SPEC SPECIFICATION

SPF STAIRWELL PRESSURIZATION FAN

SPKR SPEAKER

SPR SPRINKLER

SPST SINGLE POLE SINGLE THROW

SPT STATIC PRESSURE TRANSMITTER

SPVR SUPERVISORY CONDITION

SQ SQUARE

SQ.F.T. SQUARE FEET

SR SUPPLY REGISTER

SRG SIGNAL REFERENCE GRID

SS SOLID SURFACE, STAINLESS STEEL,

SANITARY SEWER

S/S START-STOP

ST SHUNT TRIP

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STGP SIGNAL TRANSPORT GROUND PLANE

STL STEEL

STP SHIELDED TWISTED PAIR

STOR STORAGE

STRUCT STRUCTURAL

SUBJ SUBJUNCTION

SUSP SUSPENDED

SW SHEAR WALL, SWITCH, SELF WEIGHT

SWBD SWITCHBOARD

SWG SIDEWALL GRILLE

SWGR SWITCHGEAR

SWR SIDEWALL REGISTER

SWSI SINGLE WIDTH SINGLE INLET

SWSR SIDE WALL SUPPLY REGISTER

SY SQUARE YARD

SYMM SYMMETRICAL

SYS SYSTEM

T

T TREAD, TRANSDUCER

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

T&P TEMPERAURE & PRESSURE

T/ TOP OF

TB TERMINAL BOX, TERMIAL BOARD

TC TRASH CHUTE, TRIP COIL, TOTAL

COOLING, TIME CLOCK

TD TIME DELAY, TRENCH DRAIN

TEF TOILET EXHAUST FAN

TEL TELEPHONE

TELCO TELEPHONE COMPANY

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

TFDS TERMINAL FACILITIES DESIGN STANDARD

TG TRANSFER GRILLE

THK THICK

THRD THREAD

TO TOP OF

TOC TOP OF CURB, TOP OF CONRETE

TOD TOP OF DUCT

TOFF TOP OF FINISH FLOOR

TOIL TOILET

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB, TOP OF STEEL

TOSTL TOP OF STEEL

TOW TOP OF WALL

TOWB ATCT AND ATTACHED BASE

BUILDING

TP TRAP PRIMER, TWISTER PAIR

TRACO TERMINAL RADAR APPROACH

CONTROL BUILDING

TRBL TROUBLE CONDITION

TS TWO SPEED

TSP TOTAL STATIC PRESSURE,

TRAP SEAL PRIMER

T^STAT THERMOSTAT

TT TEMPERATURE TRANSMITTER

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION, TEMPERATURE

VALVE

TVSS TRANSIENT VOLTAGE SURGE

SUPPRESSOR (GFM)

TW TEMPERED WATER

TWY TAXIWAY

TX TOILET EXHAUST

TYP TYPICAL

U

UBC UNIFORM BUILDING CODE

UC UNDER CUT

UG UNDERGROUND

UGP UNDERGROUND POWER

UH UNIT HEATER

UL UNDERWRITER'S LABORATORY

SOW SCOPE OF WORK

TBD TO BE DEFINED

UNEX UNEXCAVATED

UNF UNFUSED

UNFINISHED

REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ISSUED BYDESIGNED

DRAWN

CHECKED

JCNDATE

DRAWING NO REV

E

D

C

B

A

F

G

H

5678 4 3 2 1

SUBMITTED BY APPROVED BY

E

D

C

B

A

F

G

H

5678 4 3 2 1

REVIEWED BY

FAA OFFICE WASHINGTON, DC

ATCT (FINAL STANDARD V1.1 - 06/26/24)

GENERAL

GENERAL ABBREVIATIONS

CITY STAIRPORT

Designer

Author

Checker

WASD-D-ATCT- G002

IMPORTANT:

THE DIMENSIONS,

SPECIFICATIONS, AND

NOTES SHOWN ON THIS

DRAWING ARE

CONCEPTUAL AND

PROVIDED FOR BIDDING

PURPOSES ONLY. THE

FAA DOES NOT ASSUME

RESPONSIBILITY FOR

THEIR ACCURACY. THE

DESIGN-BUILDER IS

REQUIRED TO VERIFY

THE INFORMATION

BEFORE USING IT IN THE

FINAL DESIGN.

JON IKEDA EYUNG GOV

ARCHITECTURAL

1. INTRODUCTION

SITE ADAPTED DESIGN SHALL CONFORM WITH THE CODES AND STANDARDS LISTED IN SECTION Z OF THE

SCOPE OF WORK (LATEST EDITION AT THE TIME OF DESIGN).

NOTE THAT THE TFDS DOCUMENT CONTAINS NUMEROUS REFERENCES TO OTHER REGULATIONS,

STANDARDS, FEDERAL REQUIREMENTS AND SPECIFIC FAA REQUIREMENTS DOCUMENTS THAT MUST BE INCORPORATED INTO THE SITE-ADAPTED DESIGNS, SOME WHICH ARE PUBLICLY AVAILABLE AND SOME WHICH

ARE CONFIDENTIAL TO FAA.

PER TFDS SECTION 12.7.(H), THE EGRESS REQUIREMENTS OF NFPA 101 TAKES PRECEDENCE OVER THE REQUIREMENTS OF THE IBC EGRESS CHAPTER REQUIREMENTS. WHERE NFPA 101 DOES NOT ADDRESS A DESIGN OR COMPLIANCE ISSUE, THE DESIGN-BUILDER MUST REFER TO THE IBC EGRESS CHAPTER

REQUIREMENTS.

THIS TOWER IS INTENDED TO BE A STANDARD ATCT DESIGN THAT IS ADAPTABLE UP TO 119'-10" FOR RAPID DEPLOYMENT AT VARIOUS LOCATIONS IN THE U.S. AND ITS TERRITORIES.THE SHAFT IS NON-OCCUPIED AND PROVIDES ACCESS TO THE INTERMEDIATE, SUBJUNCTION, JUNCTION AND CONSOLE ACCESS LEVELS.

2. APPLICABLE CODES AND STANDARDS

4. TYPE OF CONSTRUCTION

A. CONSTRUCTION TYPE (IBC TABLE 412.2.1.1)

MINIMUM REQUIRED: IB (FOR HEIGHT UP TO 240 FEET)

5. BUILDING INSULATION

6. CONSTRUCTION MATERIALS AND FINISHES

A. EXTERIOR FINISHES:

REFER TO TFDS SECTION 12.5. ONLY NON-COMBUSTIBLE EXTERIOR WALL ASSEMBLIES ARE TO BE USED. ANY EXTERIOR WALL ASSEMBLY UTILIZING COMBUSTIBLE COMPONENTS WHICH IS REQUIRED TO PASS NFPA 285

TEST IS PROHIBITED. (TFDS 6.1)

EXTERIOR WALL SYSTEM:

PROVIDE CONVENTIONAL STICK-BUILT OR UNITIZED WALL SYSTEM WITH AIR-WATER-VAPOR BARRIER, INSULATION, RAINSCREEN SUB FRAMING AND STAINLESS STEEL RAINSCREEN PANELS.

RAINSCREEN SYSTEM:

OPEN JOINT RAINSCREEN PANELS TO BE MOUNTED OUTBOARD OF AIR-WATER-VAPOR BARRIER AND INSULATION TO INCLUDE AIR GAP BETWEEN BACK FACE OF RAINSCREEN PANELS AND FRONT FACE OF INSULATION, AS INDICATED IN THE ARCHITECTURAL DRAWINGS. CLADDING PANEL AND SUPPORT SYSTEM TO BE APPROVED FOR

USE ACCORDING TO THE LOCAL BUILDING CODE.

WALL CLADDING MATERIAL:

HIGHLY DESIRABLE BETTERMENT: 0.125" THICK STAINLESS STEEL GRADE 316 WITH SATIN, NON-DIRECTIONAL BEAD

BLAST FINISH.

DESIRABLE BETTERMENT: 0.125" THICK STAINLESS-STEEL GRADE 304 WITH SATIN, NON-DIRECTIONAL BEAD BLAST

FINISH.

STANDARD DESIGN: 0.1875" (3/16") THICK ALUMINUM ALLOY 3003 H14 METALLIC POWDER COATING TO MATCH

CLEAR ANODIZED FINISH PER AAMA 2605.

A. WALL CLADDING:

WATER RESISTANT AND FIRE RESISTANT SEMI RIGID MINERAL WOOL INSULATION TO BE USED WITHIN THE EXTERIOR WALL, SOFFIT AND CORE CLADDING ASSEMBLY. INSULATION TO RECEIVE BLACK MAT FACER FINISH TO CONCEAL INSULATION VISIBILITY THROUGH OPEN JOINTED CLADDING SYSTEM. THICKNESS OF THE INSULATION INTEGRATED INTO THE EXTERIOR WALL, SOFFIT AND CORE CLADDING ASSEMBLY TO BE CODE

COMPLIANT AND PER SITE-SPECIFIC CONDITIONS.

NOTE: SYSTEM DEPTH FROM FACE OF CLADDING TO FACE OF BACK-UP WALL TO BE MAINTAINED AT CONSISTENT

DEPTH AS DOCUMENTED IN THE ARCHITECTURAL DRAWINGS.

7. WATER AND MOISTURE PROOFING

3. ACCESSIBILITY

ACCESSIBILITY SHALL BE AS PER THE ARCHITECTURAL BARRIERS PORTION OF THE AMERICANS WITH DISABILITIES ACT AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINE (ADA/ABA), AS PUBLISHED BY THE UNITED STATES ACCESS BOARD, DATED JULY 23, 2004. THIS DOCUMENT IS AVAILABLE AT WWW.ACCESS- BOARD.GOV. NOTE THAT THE EQUIPMENT SPACES BELOW THE JUNCTION LEVEL ARE EXEMPT FROM THESE

REQUIREMENTS PER ABA SECTION F203.6.

AN ACCESSIBLE ROUTE IS NOT REQUIRED TO SERVE THE CAB AND THE FLOOR IMMEDIATELY BELOW THE CAB (NFPA 101 SECTION 11.3.4.4.3). THIS STANDARD DESIGN INCLUDES THE CONSOLE ACCESS LEVEL AS THE FLOOR IMMEDIATELY BELOW THE CAB. THEREFORE, AN ACCESSIBLE MEANS OF EGRESS IS REQUIRED FROM THE

OCCUPIED LEVEL(S) BELOW THE CONSOLE ACCESS LEVEL, WHICH IS THE JUNCTION LEVEL.

THE DESIGN-BUILDER IS RESPONSIBLE FOR CONFIRMING THE LOCAL ACCESSIBILITY REQUIREMENTS. IF THEY EXIST, THE MOST STRINGENT WILL PREVAIL BETWEEN LOCAL CODES AND ADA/ABA GUIDELINES. THE CRITERIA OF THESE STANDARDS SHOULD BE CONSIDERED A MINIMUM IN PROVIDING ACCESS TO THE PHYSICALLY DISABLED. WHERE DIMENSIONS FOR CLEARANCES ARE STATED, ALLOWANCE SHOULD BE MADE IN THE DESIGN FOR CONSTRUCTION TOLERANCES TO ENSURE THAT THE FINISHED CONSTRUCTION IS IN FULL COMPLIANCE.

B. OCCUPIABLE INVERTED ROOF (INTERMEDIATE LEVEL ROOF, JUNCTION LEVEL ROOF & CATWALK):

PROVIDE EXTRUDED POLYSTYRENE (XPS) INSULATION FOR HIGH-LOAD APPLICATIONS, WITH MINIMUM 60PSI

COMPRESSIVE STRENGTH. SEE ARCHITECTURAL DRAWING A610.

C. CONVENTIONAL ROOF AT CAB:

PROVIDE POLYISOCYANURATE BOARD INSULATION WITH MINIMUM 25 PSI COMPRESSIVE

STRENGTH. SEE ARCHITECTURAL DRAWING A610.

EXTERIOR WALL SYSTEM AT CORE:

PROVIDE STANDING SEAM METAL RAINSCREEN WALL PANELS TO BE MOUNTED ON CONCRETE CORE WALL OUTBOARD OF AIR-WATER-VAPOR BARRIER AND INSULATION TO INCLUDE AIR GAP BETWEEN BACK FACE OF RAINSCREEN PANELS AND FRONT FACE OF INSULATION, AS INDICATED IN THE ARCHITECTURAL DRAWINGS.

CLADDING PANEL AND SUPPORT SYSTEM TO BE APPROVED FOR USE ACCORDING TO THE LOCAL BUILDING CODE.

WALL CLADDING MATERIAL:

STANDARD DESIGN: 16 GAUGE OR 1.5MM (0.059") THICK PRE-WEATHERED ZINC.

SOFFIT SYSTEM:

SOFFIT CLADDING MATERIAL: SAME AS EXTERIOR WALL SYSTEM

INCLINED METAL ROOF SYSTEM:

ROOF CLADDING MATERIAL: SAME AS EXTERIOR WALL SYSTEM.

TOWER BASE CLADDING:

STONE BASE AT THE GROUND LEVEL OF BUILDING PANELIZED TO MATCH WIDTH OF TOWER METAL CLADDING.

HEIGHT OF STONE PANEL TO BE INCREASED FOR LOCATIONS THAT EXPERIENCE HEAVY SNOW ACCUMULATION AND WILL HAVE HIGHER EXPOSURE TO SNOW REMOVAL TOOLS, MACHINERY, AND DEICING SALT.

BASE MATERIAL: PROVIDE STONE SPECIES PER REGIONAL SUPPLY.

PUNCHED GLAZED OPENINGS:

GLASS THICKNESS AND INSULATION AS REQUIRED TO COMPLY WITH SITE-SPECIFIC ACOUSTICAL, THERMAL, ENERGY EFFICIENCY, WIND PRESSURE, SECURITY AND SEISMIC REQUIREMENTS.PUNCHED WINDOW SYSTEM TO

BE APPROVED FOR USE ACCORDING TO LOCAL BUILDING CODE.

VISUAL LIGHT REFLECTANCE (VLR) TO BLEND WITH ADJACENT RAINSCREEN CLADDING MATERIAL. SAFETY

GLASS WHERE REQUIRED BY RELEVANT CODE.

CURTAIN WALL AT CAB:

INFILL GLAZING TO BE DOUBLE LAMINATED AT INBOARD AND OUTBOARD PANES, DOUBLE GLAZING UNIT (DGU), USING UNCOATED LOW IRON ANNEALED GLASS AS PER FAA'S CAB GLAZING SPECIFICATIONS, TFDS AND

SECTION B20 OF THE SCOPE OF WORK.

B. INTERIOR FINISHES:

INTERIOR FINISHES WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION C10 AND C20 OF THE SCOPE OF WORK NFPA 101 CHAPTER 10, IBC CHAPTER 8AND FAA TERMINAL FACILITIES DESIGN STANDARD (TFDS) VERSION 2.1.

SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH F216 AND F203 OF THE ARCHITECTURAL BARRIERS ACT AND

ICC A117.1 AS REFERENCED BY THE IBC.

9. SIGNAGE

8. VERTICAL CONVEYANCE

ELEVATOR PLANNING AND DESIGN SHALL COMPLY WITH CHAPTER 14 OF THE TFDS AND ALL APPLICABLE ELEVATOR, LIFE SAFETY, AND BUILDING CODES. HOISTWAY HAS BEEN PRELIMARILY SIZED FOR STRINGENT

SEISMIC REQUIREMENTS.

DESIGN SHALL COMPLY WITH THE REQUIREMENTS FOR EMERGENCY DOORS IN BLIND HOISTWAYS PER ASME 17.1.

ATCT ELEVATORS SHALL HAVE MINIMUM DIMENSIONS THAT WILL ACCOMMODATE A STRETCHER OF 24 INCHES

BY 84 INCHES.

A. EXTERIOR WALL AND SOFFIT ASSEMBLY:

PROVIDE AIR AND VAPOR BARRIER MEMBRANE.

B. CORE CLADDING:

PROVIDE MEMBRANE TO FUNCTION AS AN AIR BARRIER, VAPOR BARRIER AND A WATER-RESISTIVE BARRIER TO

CREATE A TRULY CONTINUOUS, MONOLITHIC AIR, VAPOR AND WATER BARRIER.

C. OCCUPIABLE INVERTED ROOF (INTERMEDIATE LEVEL ROOF, JUNCTION ROOF & CATWALK):

PROVIDE FABRIC-REINFORCED, RUBBERIZED ASPHALT SYSTEM. INCORPORATE LEAK DETECTION.

D. CONVENTIONAL ROOF AT CAB:

PROVIDE FULLY ADHERED RUBBERIZED ASPHALT VAPOR BARRIER MEMBRANE.INCORPORATE LEAK DETECTION.

E. PENETRATIONS:

ALL PENETRATIONS SHALL BE FIRE STOPPED AND SEALED WITH A MEMBRANE AND SEALANT COMPATIBLE WITH

THE ADJACENT SUBSTRATE AND WATER/ MOISTURE MEMBRANES

REV APPROVED DATE DESCRIPTION JCN REDLINE DATE APVD

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

ISSUED BYDESIGNED

DRAWN

CHECKED

JCNDATE

DRAWING NO REV

E

D

C

B

A

F

G

H

5678 4 3 2 1

SUBMITTED BY APPROVED BY

E

D

C

B

A

F

G

H

5678 4 3 2 1

REVIEWED BY

FAA OFFICE WASHINGTON, DC

ATCT (FINAL STANDARD V1.1 - 06/26/24)

GENERAL

BASIS OF DESIGN

(1 OF 3)

CITY STAIRPORT

Designer

Author

Checker

WASD-D-ATCT- G020

BASIS OF DESIGN

IMPORTANT:

THE DIMENSIONS,

SPECIFICATIONS, AND

NOTES SHOWN ON THIS

DRAWING ARE

CONCEPTUAL AND

PROVIDED FOR BIDDING

PURPOSES ONLY. THE

FAA DOES NOT ASSUME

RESPONSIBILITY FOR

THEIR ACCURACY. THE

DESIGN-BUILDER IS

REQUIRED TO VERIFY

THE INFORMATION

BEFORE USING IT IN THE

MECHANICAL

1. EXECUTIVE OVERVIEW

MECHANICAL STANDARD DESIGN SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST VERSIONS OF THE INTERNATIONAL CODE COUNCIL MODEL CODES (INCLUDING ALL THE RELEVANT NFPA VERSIONS AND OTHER CODES AS REFERENCED IN CHAPTER 35 OF THE IBC) AS WELL AS ALL APPLICABLE REQUIREMENTS OF THE FAA TERMINAL FACILITIES DESIGN STANDARD (TFDS). NOTE THAT THE TFDS DOCUMENT CONTAINS NUMEROUS REFERENCES TO OTHER REGULATIONS, STANDARDS, FEDERAL REQUIREMENTS AND SPECIFIC FAA REQUIREMENT DOCUMENTS THAT MUST BE INCORPORATED INTO THE DESIGNS, SOME OF WHICH ARE PUBLICLY AVAILABLE AND SOME OF WHICH ARE CONFIDENTIAL TO THE FAA. THE DESIGN SHALL BE LIFE CYCLE COST (LCC) -EFFECTIVE AND CAPABLE TO ACHIEVE ENERGY CONSUMPTION AT LEAST 30% LOWER THAN THE BASELINE

LEVELS IN ASHRAE STANDARD 90.1 IN ACCORDANCE WITH FEDERAL REQUIREMENTS.

MECHANICAL DESIGN SHALL CONFORM WITH THE LATEST VERSIONS OF THE ABOVE-MENTIONED CODES

AND STANDARDS AT THE TIME OF DESIGN.

THE DESIGN INFORMATION CONTAINED HEREIN REPRESENTS THE REQUIREMENTS AND THE STANDARD DESIGN THAT WILL BE SITE-ADAPTED FOR AIRPORT TRAFFIC CONTROL TOWER (ATCT) LOCATIONS THROUGHOUT THE UNITED STATES. THOSE SYSTEMS NOT SPECIFICALLY IDENTIFIED SHALL BE DESIGNED BY THE DESIGN-BUILDER AS PART OF THE SITE ADAPTATION PROCESS FOR A PARTICULAR LOCALE. THE INTENT IS THAT THE BASIC CONFIGURATIONS SHOWN WILL NOT BE REQUIRED TO BE MODIFIED OR CHANGED AS PART OF THIS SITE

ADAPTATION PROCESS.

TO THE GREATEST EXTENT POSSIBLE, PHYSICAL SPACE REQUIREMENTS FOR SYSTEMS AND EQUIPMENT INDICATED ON THE DRAWINGS REFLECT REASONABLE WORST-CASE SCENARIOS BASED ON PRELIMINARY DESIGN CRITERIA APPLICABLE FOR VARIOUS LOCATIONS THROUGHOUT THE U.S., WITH LIMITED EXCEPTIONS.

2. GOVERNING CODES AND REGULATIONS

ALL SYSTEMS SHALL BE DESIGNED TO ACCOMMODATE THE FOLLOWING CRITERIA, AS APPLICABLE FOR

SITE-SPECIFIC CONDITIONS.

A. INDOOR AND OUTDOOR AIR DESIGN CONDITIONS: ALL HVAC SYSTEMS CAPACITIES SHALL BE BASED ON COOLING AND HEATING LOAD REQUIREMENTS DETERMINED THROUGH LOAD CALCULATION PROCEDURES REFERENCED IN ASHRAE STANDARD 90.1. ALL HEATING AND COOLING SYSTEMS SHALL BE SUITABLE FOR

THE DESIGN CONDITIONS FOUND ON SITE.

B. OUTDOOR VENTILATION AND AIR FILTRATION: ALL OCCUPIED SPACES SHALL BE DESIGNED TO BE VENTILATED. ALL OUTSIDE AIR INTAKES SHALL BE PROVIDED WITH HIGH QUALITY FILTRATION IN ACCORDANCE

WITH MINIMUM REQUIREMENTS IN TFDS 9.5-H.

C. ENERGY PERFORMANCE: THE DESIGN INCLUDES SHALL INCLUDE ENERGY CONSERVING MEASURES TO ARRIVE AT THE LOWEST POSSIBLE ENERGY CONSUMPTION THAT IS ECONOMICALLY FEASIBLE IN ACCORDANCE

WITH THE FAA SUSTAINABILITY GOALS (TFDS SECTION 3.4) AND FEDERAL REGULATIONS.

D. THE HVAC SYSTEM APPROACH FOR THE UPPER OCCUPIED LEVELS SHALL CONSIST OF VARIABLE AIR VOLUME (VAV) SYSTEMS OR DEDICATED OUTSIDE AIR SYSTEMS (DOAS) LOCATED WITHIN MECHANICAL EQUIPMENT ROOMS (IN A 2N ARRANGEMENT). A 2N ARRANGEMENT REFERS TO TWICE THE AMOUNT OF REQUIRED RESOURCES/CAPACITY AVAILABLE IN THE SYSTEM. THE DOAS AND VAV AHUS SHALL BE PROVIDED WITH DUCTED STEAM HUMIDIFICATION AND MERV 15 FINAL FILTERS, HEPA, ACTIVATED CARBON, DEPENDING ON SITE-SPECIFIC

AIR CONDITIONS AND AS REQUIRED TO MEET AIR QUALITY REQUIREMENTS IN TFDS 9.5-G

E. AIR HANDLING UNITS (IN A 2N ARRANGEMENT) SHALL BE PROVIDED IN SEPARATE MECHANICAL EQUIPMENT ROOMS TO SERVE THE CAB AND TO MEET SPACE TEMPERATURE AND HUMIDITY LEVELS AS REQUIRED IN SECTION 9.8. AIR DISTRIBUTION SYSTEM AT THE CAB SHALL BE DESIGNED TO PREVENT GLASS FOGGING AND

TO MEET AL REQUIREMENTS IN TFDS 9.5-A.

F. GENERAL EXHAUST FANS AND TOILET EXHAUST FANS SHALL BE PROVIDED ON VARIOUS FLOORS OF THE

BUILDING.

G. VERTICAL PIPING DISTRIBUTION SHALL BE LOCATED WITHIN A DEDICATED PIPE CHASE SHAFT WITHIN THE BUILDING CORE (A SEPARATE CHASE IS PROVIDED FOR ELECTRICAL AND LOW-VOLTAGE SYSTEM

DISTRIBUTION).

H. COMPUTER ROOM AIR CONDITIONING (CRAC) UNITS SHALL BE PROVIDED FOR THE TECHNOLOGY SPACES, ELECTRICAL POWER ROOMS AND ELEVATOR MACHINE ROOM.

3. DESIGN CRITERIA

4. TECHNICAL GUIDANCE AND CONSIDERATIONS FOR SITE ADAPTATION

AS GUIDANCE TO THE SITE ADAPTATION PROCESS, THE FOLLOWING REQUIREMENTS SHALL BE CONSIDERED IN

DESIGN DECISIONS.

A. PASSENGER ELEVATORS'S HOISTWAY SHALL BE PRESSURIZED IN ACCORDANCE WITH APPLICABLE CODE

REQUIREMENTS (INCLUDING NFPA 101).

B. POST FIRE SMOKE PURGE SHALL BE ACCOMPLISHED BY UTILIZING THE STAIR AND ELEVATOR FANS. A DEDICATED SMOKE EXHAUST FAN SHALL BE PROVIDED ABOVE THE HUNG CEILING OF THE CAB TO EXHAUST THE CAB AFTER A SMOKE EVENT. DOORS TO THE EXTERIOR TO BE MANUALLY OPENED.

C. SUPPLY AND RETURN AIR DUCT DISTRIBUTION ON THE CAB ACCESS LEVEL SHALL BE SPECIFICALLY COORDINATED TO MAINTAIN FAA-REQUIRED CLEARANCE TO IT CABLE TRAYS AND REMOTE CUP RACKS. SEE

MECHANICAL DRAWINGS M105.

D. THE SUBJUNCTION AND JUNCTION LEVEL HAVE BEEN DESIGNED TO OPERATE WITH A DOAS SYSTEM, BUT DUE TO INCREASED CEILING HEIGHT REQUIREMENTS ASSOCIATED WITH A VAV SYSTEM, THE CEILING HEIGHTS HAVE BEEN ADJUSTED TO INCLUDE A VAV SYSTEM AS A SITE ADAPTATION. THE MER ROOM A AND SHAFT ADJACENT ALSO INCLUDE SPACE NECESSARY TO INCLUDE VAV SYSTEM AHU AND RISERS TO THE JUNCTION

LEVEL.

E. THE LOCATION OF TERMINAL DEVICES, DIFFUSERS, AND CRAC UNITS SERVING ELECTRONICS ROOMS SHALL

BE DEPENDENT ON SITE-SPECIFIC LAYOUT AND SHALL BE COORDINATED WITH THE FAA.

F. FOR SITES WITH ASHRAE DESIGN WINTER CONDITIONS NEAR OR BLLOW FREEZING (32°F). THE DESIGN- BUILDER'S SITE ADAPTATION SHALL CONSIDER UTILIZING A GLYCOL HOT WATER SYSTEM THROUGHOUT THE

BUILDING FOR FREEZE PROTECTION.

G. SIZING OF THE MER SPACES AND PUMPS ROOMS WERE DEVELOPED ASSUMING OUTDOOR DESIGN CONDITIONS WITH EXTREMES IN BOTH SUMMER AND WINTER (HIGH SENSIBLE AND LATENT HEAT, AND EXTREME COLD). IT IS NOT EXPECTED THAT MORE SPACE WILL BE NEEDED TO BLOCK MECHANICAL EQUIPMENT, HOWEVER, THE MER AND PUMP ROOM SPACES SHALL NOT DECREASE IN SIZE EITHER.

H. ALL HVAC EQUIPMENT FOR THE PROJECT SHALL BE PROVIDED WITH VIBRATION ISOLATION PER TFDS 9.15-A.

I. ALL TERMINAL UNITS (NOT SHOWN) FOR THE PROJECT SHALL BE PROVIDED WITH DISCONNECT

SWITCHES.

J. ALL CRAC UNITS (NOT SHOWN) FOR THE PROJECT SHALL BE PROVIDED WITH SMOKE DETECTORS.

K. PROVIDE SOUND ATTENUATORS TO COMPLY WITH NOISE CRITERIA (NC) VALUES IN TFDS 5.6 AND 9.15-A.

L. ALL DIFFUSERS SHALL BE FLUSH FACE. BORDER TYPES SHALL BE COMPATIBLE WITH

ARCHITECTURAL CEILING TYPE FOR THE ROOM IN WHICH THE AIR DEVICE IS LOCATED.

M. ALL SUPPLY DIFFUSERS AND REGISTERS/GRILLES SHALL BE SELECTED TO PERFORM WITHIN THE

ELECTRICAL

1. GOVERNING CODES AND REGULATIONS

ALL SYSTEMS SHALL BE DESIGNED TO MEET THE DEMAND OF ALL REQUIRED LOADS INCLUDING BUT NOT LIMITED TO THE PROPOSED SITE-SPECIFIC MEP SYSTEMS DESIGNED BY THE DESIGN-BUILDER

AND TO ACCOMMODATE THE FOLLOWING CRITERIA:

A. BATTERY BACKUP FOR UPS SHALL BE VIA 5-YEAR VRLA, 15 MINUTES BEGINNING OF LIFE. UPS AND

BATTERIES SHALL BE GOVERNMENT FURNISHED.

THE TELECOMMUNICATION POINT OF ENTRY (POE) WILL BE THE MAIN CONNECTION TO THE TOWER. THE ENTRY INTO THE ATCT WILL BE MADE FROM TWO (2) SEPARATE MANHOLE VAULTS PLACED WITHIN 25 FEET OF THE BUILDING ENVELOPE. MANHOLES SHALL BE SIZED AND INSTALLED BASED ON INDIVIDUAL SITE NEEDS AND

THE TOPOGRAPHY OF THE TERRAIN.

B. MANHOLE 1 WILL BE ALLOCATED FOR CARRIER USE. CONNECTION FROM THE MANHOLE TO THE CARRIER

POINT OF PRESENCE SHALL BE COORDINATED.

C. MANHOLE 2 SHALL BE ALLOCATED FOR CONNECTIONS TO THE TERMINAL RADAR APPROACH CONTROL (TRACON) FACILITIES, SECURITY FACILITIES AND OTHER BASE BUILDING FACILITY CONNECTIONS FROM LOCATIONS ON THE CAMPUS. ALL CONNECTIONS FROM THE MANHOLE TO OTHER PARTS OF THE CAMPUS

SHALL BE COORDINATED.

SURGE SUPPRESSION DEVICE (SPD) SHALL BE INSTALLED IN THE POE ROOM NEAR CONDUIT ENTRY FOR ALL FAA FACILITY INCOMING CABLES, AND ALL CABLES AND CONDUITS WILL BE GROUNDED. SUPPRESSION ENCLOSURE SHALL BE EQUIPPED WITH DIN RAIL AND SURGE PROTECTION RATED PROPERLY FOR THE CABLES IT SHALL SERVE AND THE LEVEL OF PROTECTION REQUIRED. ALL CABLES CONNECTING FROM OTHER FAA

CAMPUS FACILITY SHALL BE TERMINATED HERE.

A CABLE TRAY SYSTEM SHALL BE DEPLOYED FOR VERTICAL AND HORIZONTAL SUPPORT OF

TELECOMMUNICATION CABLING. ALL CABLE TRAYS SHALL BE MADE OF STEEL AND SHALL BE SEISMICALLY BRACED ACCORDING TO LOCAL REQUIREMENTS. CABLE TRAYS SHALL CONFORM TO CURRENT NEMA STANDARDS AND PUBLICATIONS VE-1 AND SHALL BE UL CLASSIFIED/LISTED AS EQUIPMENT GROUNDING CONDUCTORS. ALL CABLE TRAYS SHALL BE GROUNDED AND BONDED PER NATIONAL, STATE AND LOCAL CODES

AND FAA STANDARDS.

CABLE TRAYS PENETRATING WALLS AND SLABS SHALL USE EZ PATH OR EQUIVALENT FIRE-RATED SYSTEM

AND SHALL BE GROUNDED AND BONDED IN ACCORDANCE WITH FAA STANDARDS.

THE STRUCTURED CABLING BACKBONE SHALL BE PRIMARILY MULTI-STRAND SINGLE-MODE FIBEROPTIC CABLING AND MULTI-PAIR CAT5E FROM THE POE ROOM TO THE EQUIPMENT ROOM. TERMINATION LOCATIONS SHALL BE ESTABLISHED AT EACH END TO FACILITATE CROSS-CONNECTIONS. ALL LAN CABLING SHALL BE A

MINIMUM OF CATEGORY-6 UTP CABLING.

D. THE ELECTRICAL DISTRIBUTION FOR THIS FACILITY SHALL ADOPT THE FAA-PROVIDED SINGLE LINE DIAGRAM. THERE ARE NO 'NON-ESSENTIAL' LOADS AS PART OF THIS FACILITY. THE WHOLE FACILITY IS GENERATOR-BACKED AND ALL LOADS THAT ARE NOT UPS/CRITICAL OR FIRE LIFE SAFETY (FLS) ARE TO

BE FED FROM THE ESSENTIAL DISTRIBUTION.

E. A SINGLE DEDICATED UTILITY SERVICE TRANSFORMER IS TO BE PROVIDED AND COORDINATED WITH THE

LOCAL SERVICE PROVIDER.

F. LIGHTNING PROTECTION AND GROUNDING FOR THE FACILITY IS ABOVE AND BEYOND THE CODE

REQUIREMENTS OF NFPA 780, UL96A AND FAA-STD-19F.

G. ELECTRONICS DESIGN SHALL PROVIDE AN "APPLICATIONS-INDEPENDENT" CABLING SYSTEM, WHICH WILL ALLOW ANY TECHNOLOGY TO BE CONNECTED OVER THE CABLING SYSTEM. THROUGH ADHERENCE TO DOCUMENTED FAA-SPECIFIC DESIGN CRITERIA AND SPECIFICATIONS, NATIONAL, STATE AND LOCAL CODES AND INDUSTRY STANDARDS, THE INSTALLED STRUCTURED COMMUNICATIONS SYSTEM SHALL ENABLE FREE

SELECTION OF EQUIPMENT BASED ON FAA NEEDS.

ELECTRICAL DESIGN SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST VERSIONS OF THE INTERNATIONAL CODE COUNCIL MODEL CODES (INCLUDING ALL THE RELEVANT NFPA VERSIONS AND OTHER CODES AS REFERENCED IN CHAPTER 35 OF THE IBC) AS WELL AS ALL APPLICABLE REQUIREMENTS OF THE FAA TERMINAL FACILITIES DESIGN STANDARD (TFDS). NOTE THAT THE TFDS DOCUMENT CONTAINS NUMEROUS REFERENCES TO OTHER REGULATIONS, STANDARDS, FEDERAL REQUIREMENTS AND SPECIFIC FAA REQUIREMENTS DOCUMENTS THAT MUST BE INCORPORATED INTO THE SITE-ADAPTED DESIGNS, SOME OF WHICH ARE

PUBLICLY AVAILABLE AND SOME OF WHICH ARE CONFIDENTIAL TO FAA.

ELECTRICAL DESIGN SHALL CONFORM WITH THE LATEST VERSIONS OF THE ABOVE-MENTIONED CODES AND STANDARDS AT THE TIME OF DESIGN AS WELL AS THE MOST RECENT ELECTRONIC INDUSTRIES ASSOCIATION (EIA)/TELECOMMUNICATION INDUSTRIES ASSOCIATION (TIA) STANDARDS GOVERNING TELECOMMUNICATIONS CABLING AND SERVICES INSTALLATION, PATHWAYS AND SPACES AND ADMINISTRATION.

2. DESIGN CRITERIA

RADIUS OF CABLE TRAY FITTINGS 12" UNLESS OTHERWISE INDICATED.

PRIOR TO ORDERING ANY COMPONENTS, PROVIDE CABLE TRAY INSTALLATION SUBMITTAL. THIS SUBMITTAL SHALL INCLUDE SCALED 11X17 DRAWINGS INDICATING EXACT CABLE TRAY DIMENSIONS, EXACT INSTALL DIMENSIONS FROM WALLS AND EXACT INSTALLATION DIMENSIONS OF FAA FURNISHED ELECTRONIC EQUIPMENT RACKS. FULLY COORDINATE INSTALLATION DRAWINGS WITH LIGHTING AND OTHER ELECTRICAL DEVICES, DUCTWORK AND PIPING, FIRE PROTECTION SYSTEM AND ALL OTHER CEILING MOUNTED DEVICES.

DESIGN-BUILDER MUST FIELD COORDINATE THE EXACT LOCATION OF LIGHTING FIXTURES WITH EXISTING OVERHEAD EQUIPMENT TO FACILITATE SERVICE, MAINTENANCE, AND REPAIR OR REPLACEMENT OF

COMPONENTS.

SUSPENDED LUMINAIRES SHALL BE ANCHORED TO THE PRIMARY STRUCTURE TO RESIST SEISMIC DESIGN

FORCES IN ACCORDANCE WITH THE IBC AND CONTRACT DOCUMENTS.

PLUMBING

1. GOVERNING CODES AND REGULATIONS

THE PLUMBING SYSTEM SHALL BE DESIGNED TO ACCOMMODATE THE FOLLOWING CRITERIA, AS APPLICABLE

FOR SITE-SPECIFIC CONDITIONS.

PLUMBING DESIGN SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST VERSION OF THE INTERNATIONAL CODE COUNCIL MODEL CODES (INCLUDING ALL THE RELEVANT NFPA VERSIONS AND OTHER CODES AS REFERENCED IN CHAPTER 35 OF THE INTERNATIONAL BUILDING CODE) AS WELL AS ALL APPLICABLE REQUIREMENTS OF THE FAA TERMINAL FACILITIES DESIGN STANDARD (TFDS). NOTE THAT THE TFDS DOCUMENT CONTAINS NUMEROUS REFERENCES TO OTHER REGULATIONS, STANDARDS, FEDERAL REQUIREMENTS AND SPECIFIC FAA REQUIREMENTS DOCUMENTS THAT MUST BE INCORPORATED INTO THE DESIGNS, SOME OF WHICH

ARE PUBLICLY AVAILABLE AND SOME OF WHICH ARE CONFIDENTIAL TO FAA.

PLUMBING DESIGN SHALL CONFORM WITH THE LATEST VERSIONS OF THE ABOVE-MENTIONED CODES AND

STANDARDS AT THE TIME OF DESIGN.

2. DESIGN CRITERIA

A. DOMESTIC WATER

ONE (1) DOMESTIC WATER SERVICE AND ONE (1) FIRE PROTECTION WATER SERVICE SHALL BE BROUGHT INTO THE BUILDING FROM THE CITY/AIRPORT WATER MUNICIPAL MAIN. THE DOMESTIC WATER SERVICE SHALL BE METERED AND PROVIDED WITH A BACKFLOW PREVENTER AS REQUIRED BY THE LOCAL AHJ. THE FIRE PROTECTION SERVICE SHALL BE PROVIDED WITH AN APPROVED BACKFLOW PREVENTER WITH A BYPASS METER AS REQUIRED BY THE LOCAL AHJ. THE DOMESTIC WATER SERVICE SHALL SUPPLY WATER TO THE DOMESTIC

WATER BOOSTER PUMP SKIDS, WHICH WILL SERVE THE ENTIRE BUILDING, IF REQUIRED.

DOMESTIC WATER MAKEUP AND BACKFLOW PREVENTERS SHALL BE PROVIDED AT ALL POINTS OF CONNECTION

WITH:

• HVAC SYSTEMS

• SPACE HEATING SYSTEMS

THE DOMESTIC HOT WATER SYSTEM SHALL BE INSTALLED PARALLEL TO THE DOMESTIC COLD WATER SYSTEM AS DESCRIBED ABOVE. DOMESTIC HOT WATER SHALL BE SUPPLIED IN ACCORDANCE WITH TFDS 10.1-A AND 10.1-B.

B. SANITARY/VENT

A COMPLETE SOIL, WASTE AND VENT SYSTEM SHALL BE PROVIDED FROM ALL PLUMBING FIXTURES, MECHANICAL EQUIPMENT, AND FLOOR DRAINS. THE SYSTEM SHALL BE ARRANGED FOR GRAVITY FLOW TO A

POINT OF CONNECTION TO THE CITY/AIRPORT MUNICIPAL SEWER.

C. STORMWATER

A COMPLETE STORM DRAINAGE SYSTEM SHALL BE PROVIDED TO SERVE THE ROOF, ALL ROOF TERRACES AND CATWALKS. THE SYSTEM SHALL BE ARRANGED FOR PRIMARY ROOF DRAINAGE GRAVITY FLOW TO A POINT OF CONNECTION TO THE CITY/AIRPORT MUNICIPAL STORM SEWER. SECONDARY ROOF DRAINAGE SHALL BE SEPARATED FROM THE PRIMARY SYSTEM AND BE GRAVITY FLOW TO SPILL OVERFLOW ONTO GRADE. STORM SIZING SHALL BE DEFINED BASED ON RAINFALL, DEPENDING ON THE SITE-SPECIFIC LOCATIONS.

SCUPPER OVERFLOW DRAINS SHALL BE UTILIZED ON THE CAB LEVEL CATWALK TO MINIMIZE THE AMOUNT OF

STORMWATER PIPE ROUTED WITHIN THE CONSOLE ACCESS LEVEL.

FIRE PROTECTION

1. GOVERNING CODES AND REGULATIONS

THE FIRE PROTECTION SYSTEM SHALL BE DESIGNED TO ACCOMMODATE THE FOLLOWING CRITERIA, AS

APPLICABLE FOR SITE-SPECIFIC CONDITIONS.

A. FIRE SERVICE

ONE (1) FIRE WATER SERVICE SHALL BE BROUGHT INTO THE BUILDING FROM ONE (1) INDEPENDENT STREET MAIN. FIRE WATER SERVICE MAIN SHALL BE PROVIDED WITH BACKFLOW PREVENTION ASSEMBLY AND WATER METERING AS REQUIRED BY THE LOCAL WATER DEPARTMENT STANDARDS. LOCATE METERS FOR WATER

DEPARTMENT ACCESS.

B. COMBINED STANDPIPE SYSTEM

THE COMBINATION STANDPIPE/SPRINKLER SYSTEM SHALL SERVE THE ENTIRE BUILDING.

C. FIRE DEPARTMENT CONNECTIONS

THE COMBINATION STANDPIPE/SPRINKLER SYSTEM SERVING THE ENTIRE BUILDING WILL BE SUPPLEMENTED WITH FIRE DEPARTMENT CONNECTIONS LOCATED AROUND THE BASE OF THE BUILDING AS REQUIRED BY THE

INTERNATIONAL BUILDING CODE AND THE LOCAL AHJ.

D. SPRINKLER SYSTEMS

WET SPRINKLER SYSTEMS:

BUILDING SHALL BE PROTECTED THROUGHOUT WITH WET-PIPE FIRE SPRINKLER SUPPRESSION SYSTEM IN

ACCORDANCE WITH THE LATEST EDITION OF NFPA 13 TO THE FOLLOWING PARAMETERS:

STANDARD BUSINESS USE AREAS INCLUDING OFFICES, TRAINING, CONFERENCE AND BREAK AREAS SHALL

BE CLASSIFIED AS 'LIGHT HAZARD OCCUPANCIES'.

MECHANICAL ROOMS, STORAGE ROOMS, GENERATOR ROOMS AND OTHER AREAS WITH MODERATE

QUANTITIES OF COMBUSTIBILITY SHALL BE CLASSIFIED AS 'ORDINARY HAZARD'.

FIRE PROTECTION DESIGN SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST VERSION OF THE INTERNATIONAL CODE COUNCIL MODEL CODES (INCLUDING ALL THE RELEVANT NFPA VERSIONS AND OTHER CODES AS REFERENCED IN CHAPTER 35 OF THE INTERNATIONAL BUILDING CODE) AS WELL AS ALL APPLICABLE REQUIREMENTS OF THE FAA TERMINAL FACILITIES DESIGN STANDARD (TFDS). NOTE THAT THE TFDS

DOCUMENT CONTAINS NUMEROUS REFERENCES TO OTHER REGULATIONS, STANDARDS, FEDERAL

REQUIREMENTSAND SPECIFIC FAA REQUIREMENTS DOCUMENTS THAT MUST BE INCORPORATED INTO THE DESIGNS, SOME OF WHICH ARE PUBLICLY AVAILABLE AND SOME OF WHICH ARE CONFIDENTIAL TO FAA.

FIRE PROTECTION DESIGN SHALL CONFORM WITH THE LATEST VERSIONS OF THE ABOVE-MENTIONED CODES

AND STANDARDS AT THE TIME OF DESIGN.

2. DESIGN CRITERIA

ALL SYSTEMS SHALL BE HYDRAULICALLY DESIGNED AND INCLUDE THE LARGER OF 7 PSI OR 10% SAFETY

FACTOR.

DRY SPRINKLER SYSTEMS:

WHERE AREAS ARE SUBJECT TO FREEZING, DRY PIPE FIRE SPRINKLER SYSTEMS SHALL BE UTILIZED AND SHALL

CONFORM TO THE REQUIREMENTS OF NFPA 13.

DO NOT UTILIZE DRY BARREL SPRINKLER HEADS CONNECTED TO WET PIPE SPRINKLER SYSTEMS. PROVIDE FIRE SPRINKLERS LISTED NITROGEN GENERATORS AND MONITORING SYSTEM FOR ALL DRY PIPE SYSTEMS. SYSTEMS SHALL BE FILLED WITH INERT NITROGEN GAS TO INHIBIT CORROSION. SYSTEMS SHALL BE MONITORED BY THE

FIRE ALARM FOR OFF NORMAL CONDITIONS.

A…