J-2 HCF ROOF METALWORK - DRAWINGS - IFSC - 8-29-2022.pdf

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FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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JACOBS

1100 N GLEBE RD.

SUITE 500

ARLINGTON, VA 22201

P L O

T D

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Department of Transportation Federal Aviation Administration

AARON SHAW VANCE WHITESEL

MANAGER. AJW-2W11CPROJECT ENGINEER/ARCHITECT. AJW-2W11C

/9

/2

:2

:4

P M

HONOLULU HIHONOLULU CONTROL FACILITY (HCF)

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

ENGINEERING

SERVICES

TERMINAL

August 29, 2022

HCF - D - ATCT - G001

COVER SHEET

HONOLULU CONTROL FACILITY

HCF ROOF METALWORK

R.SIMMONS

M.KANG

W.STEVENS

HONOLULU CONTROL FACILITY

HONOLULU

Honolulu Control Facility HCF Roof Metalwork Honolulu, Hawaii

Issue for Solicitation and Construction August 29, 2022

1604158

HAWAII

PROJECT ADDRESS:

FEDERAL AVIATION ADMINISTRATION

HONOLULU CONTROL FACILITY

760 WORCHESTER AVE, HONOLULU, HI 96818

FAA FACILITY DESIGNATIONS WITHIN THE HCF, FOR REFERENCE ONLY:

HNL ATCT = HONOLULU AIRPORT TRAFFIC CONTROL TOWER

ZHN CERAP = ZHN CENTER AND RADAR APPROACH CONTROL

PROJECT

LOCATION

N

N

HONOLULU

DANIEL K. INOUYE

INTERNATIONAL AIRPORT

HONOLULU

CONTROL

FACILITY

HIGHWAY H1

JBPHH

VISITOR CENTER

COLUMN LINE GRID DESIGNATION

CENTER LINES

MATCH LINE SYMBOL

BREAK LINES

ELEVATION SYMBOL

DRAWING/DETAIL TITLE

DETAIL TITLE REFERENCE

SECTION CUT

ELEVATION REFERENCE

PLAN NORTH/PROJECT NORTH

DEMOLITION

NEW WORK KEYNOTE

DEMOLITION KEYNOTE

GRAPHIC SCALE

Name Elevation

A8 View Name

1/8" = 1'-0"AXXX

SHEET ON WHICH DETAIL

IS DRAWN OR SCHEDULED

DETAIL NUMBER

A1

A001SHEET ON WHICH

DETAIL IS DRAWN

DETAIL DESIGNATION

A1

A001

A701

A7

A6

A5

A8 E1

A001

PROJECT NORTH

TRUE NORTH

KEY NORTH

04 8 16268

SCALE: 1/8"=1'-0"

N

A1

A001

DETAIL DESIGNATION

SHEET ON WHICH

DETAIL IS DRAWN

DETAIL

DESIGNATION

SHEET ON WHICH

DETAIL IS DRAWN

AYYY

SHEET ON WHICH DETAIL

IS REFERENCED FROM

WORK

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FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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THIS DRAWING PRODUCED ON THE XXXXXXXXXXXX REGION AUTOCAD SYSTEM

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1604158

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

AARON SHAW VANCE WHITESEL

MANAGER. AJW-2W11CPROJECT ENGINEER/ARCHITECT. AJW-2W11C

HONOLULU HIHONOLULU CONTROL FACILITY (HCF)

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

ENGINEERING SERVICES

TERMINAL

August 29, 2022

INDEX OF DRAWINGS, GENERAL NOTES, LEGEND,

LOCATION MAP & BUILDING CODE ANALYSIS

HONOLULU CONTROL FACILITY

HCF ROOF METALWORK

R.SIMMONS

M.KANG

W.STEVENS

HONOLULU CONTROL FACILITY

HONOLULU

H C

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HCF - D - ATCT- G002

INDEX OF DRAWINGS GENERAL NOTES LOCATION MAP

BUILDING CODE ANALYSIS

KEY PLAN

A. DIMENSION LINES SHOWN ON ARCHITECTURAL SHEETS ARE FROM COLUMN CENTER

LINES AND FACE OF MASONRY, CONCRETE OR FINISHED FACE OF WALL, UNLESS

OTHERWISE NOTED.

B. FIELD VERIFY EXISTING CONDITIONS & DIMENSIONS BEFORE DEMOLITION OF BUILDING

SYSTEMS. COORDINATE DEMOLITION WITH THE WORK AND NOTIFY COR OF

CONFLICTS. NO DEMOLITION WORK MUST PROCEED UNTIL CONFLICTS ARE RESOLVED

TO SATISFACTION OF COR.

C. FINISHES & ASSOCIATED ADJACENT FINISHES AFFECTED BY THE WORK MUST BE

PATCHED AND REPAIRED TO MATCH EXISTING ADJACENT FINISHES.

D. VERIFY DEMOLITION REQUIRED TO FACILITATE ROUTING OF MECHANICAL, ELECTRICAL

AND FIRE PROTECTION SYSTEMS. FOR DEMOLITION REQUIRED OUTSIDE OF AREA

SHOWN ON ARCHITECTURAL DRAWINGS, REFER TO MECHANICAL, ELECTRICAL AND

FIRE PROTECTION FOR ITEMS TO BE REMOVED.

E. HCF WILL BE OCCUPIED BY FAA DURING CONSTRUCTION. COORDINATE THE WORK IN

ADVANCE WITH COR TO AVOID DISRUPTING FAA OPERATIONS. MAINTAIN MEANS OF

EGRESS DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. IF AN EXIT IS

TEMPORARILY PLACED OUT OF USE DURING THE WORK, COORDINATE WITH COR FOR

TEMPORARY EGRESS MEASURES. PROVIDE NECESSARY SIGNAGE WARNING BUILDING

OCCUPANTS OF THE CHANGE, AND THE DIRECTION TO THE NEAREST EXIT. WORK

AFFECTING EGRESS MUST BE COORDINATED WITH AND APPROVED IN WRITING BY

COR, A MINIMUM OF 30 DAYS PRIOR TO PERFORMANCE OF WORK.

F. CLEAN CONSTRUCTION AREAS DAILY. CONSTRUCTION DEBRIS & EQUIPMENT MUST NOT

BE LEFT IN OCCUPIED AREAS.

G. MAINTAIN FIRE RATINGS OF FIRE RATED ASSEMBLIES IN FLOORS, WALLS, CEILINGS,

ROOFS OR SMOKE BARRIERS PENETRATED BY DUCTS, ELECTRICAL CONDUITS, PIPES

AND OTHER PENETRATIONS CAUSED BY THE WORK OF THIS PROJECT WITH AN

APPROVED U.L. SYSTEM. WHERE WORK IS REQUIRED ON BUILDINGS WHICH ARE PART

OF THE FACILITY, COORDINATE WITH COR TO VERIFY EXISTING CONDITION OF BUILDING

SYSTEMS (INCLUDING EXTERIOR WALLS, PARTITIONS, FLOORS, CEILINGS AND ROOFS)

BEFORE DEMOLITION OR CONSTRUCTION.

H. DO NOT SCALE DRAWINGS.

I. EXISTING FAA COMPUTER AND OTHER SENSITIVE EQUIPMENT MUST REMAIN

OPERATIONAL DURING CONSTRUCTION. COORDINATE WITH COR DEMOLITION WORK

THAT MAY CAUSE VIBRATION OR DISRUPTION TO EQUIPMENT IN THE WORK AREA.

PROVIDE DUST PROOF PARTITIONS AND BARRIERS AS REQUIRED BY COR TO PROTECT

ACTIVE EQUIPMENT. COORDINATE WITH COR NOT TO DISRUPT FAA OPERATIONS, TYP.

ACCOMMODATE THE 24-HOUR OPERATIONAL FACILITY SCHEDULE AND REQUIREMENTS.

J. IF HAZMAT, INCLUDING ACM OR LCC, IS ENCOUNTERED, CEASE WORK IN THAT AREA,

NOTIFY THE COR, AND AWAIT DIRECTION ON HOW TO PROCEED.

K. AS REQUIRED, REMOVE, SAVE FOR REUSE, AND REINSTALL EQUIPMENT THAT IS

AFFECTED BY THE WORK. PROTECT EQUIPMENT FROM DAMAGE AND DUST. DOCUMENT

EXISTING EQUIPMENT CONDITIONS AND COORDINATE WITH COR.

L. UNSCHEDULED INTERRUPTIONS TO BUILDING SERVICES/UTILITIES WILL NOT BE

TOLERATED. WORK REQUIRING PERMANENT, TEMPORARY OR PARTIAL OUTAGES

MUST BE SCHEDULED AND APPROVED IN WRITING BY COR AT LEAST 10 WORKING DAYS

IN ADVANCE OF PERFORMANCE OF THE WORK.

M. EXISTING BUILDING FLOOR PLANS AND SITE PLANS FOR THE EXISTING BUILDING

CONSTRUCTION PRESENTED IN THIS DOCUMENT WERE OBTAINED FROM THE FAA.

FIELD VERIFY EXISTING CONDITION PRIOR TO ANY CONSTRUCTION WORK REQUIRED.

N. PROVIDE TEMPORARY DUST PROOF PARTITIONS (DP) WITH ACCESS DOORS AS

APPROVED AND COORDINATED WITH COR. TEMPORARY DP PARTITIONS MUST BE

ACCESSIBLE TO FAA PERSONNEL AND NOT RESTRICT ACCESS TO MECH, ELEC, FAA, OR

FIRE PROTECTION EQUIPMENT. VERIFY FINAL LOCATIONS & SPECIAL REQUIREMENTS

WITH COR BEFORE INSTALLATION. ANCHORING DEVICES FOR DUSTPROOF

CONSTRUCTIONS, INTO CONCRETE, MUST BE REMOVED UPON COMPLETION OF THE

WORK. ANCHORING HOLES IN CONCRETE SURFACES MUST BE PATCHED AND

REPAIRED TO MATCH ADJACENT SURFACES.

O. WORK SPECIFIED IN ROOMS/AREAS WITH BREAKLINES INCLUDES WORK FOR ENTIRE

AREA, UNLESS OTHERWISE NOTED.

P. PRIOR TO CUTTING CONCRETE, USE MAGNETIC STEEL LOCATOR TO LOCATE

ELECTRICAL CONDUITS EMBEDDED IN CONCRETE. AVOID CUTTING CONDUITS AS THEY

MAY BE CRITICAL TO THE OPERATION OF THE FACILITY. CONCRETE WORK MUST

COMPLY WITH SILICA MANAGEMENT REQUIREMENTS.

Q. DIMENSIONS (LAYOUTS, MOUNTING HEIGHTS, HEIGHTS ABOVE FINISH FLOOR, ETC.)

AND CLEARANCES SHOWN ON THE DRAWINGS, IDENTIFIED IN SPECIFICATIONS,

IDENTIFIED IN MANUFACTURERS' PRODUCT DATA, OR REFERENCED IN APPLICABLE ABA

DOCUMENTS, CODES, AND CRITERIA FOR THE HANDICAPPED ACCESSIBILITY MUST BE

HELD TRUE; PLUS OR MINUS TOLERANCES FROM THESE DIMENSIONS ARE NOT

ALLOWED.

R. REFER TO OTHER DISCIPLINES FOR ADDITIONAL DEMOLITION REQUIRED. COORDINATE

REMOVING EXISTING PARTITIONS AND ENCLOSURES TO ENABLE DEMOLITION OF

CONCEALED SYSTEMS TO BE DEMOLISHED. PATCH AND REPAIR DAMAGED FINISHES,

AND/OR FIRE RATED ASSEMBLIES TO MATCH EXISTING ADJACENT SURFACES.

CAFETERIA

CANOPY

ATCT

WEATHER

OBSERVATION

GUARDHOUSE

APPLICABLE CODES AND REGULATIONS 2018 INTERNATIONAL BUILDING CODE (IBC)

2018 INTERNATIONAL FIRE CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS (2015)

OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION (OSHA) INDUSTRY SAFETY & HEALTH

STANDARDS (29 CFR 1910 AND 1926 - CURRENT ISSUE)

NFPA 101, LIFE SAFETY CODE, 2021 EDITION

NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2019 EDITION

NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS, 2019 EDITION

NFPA 70, NATIONAL ELECTRICAL CODE (NEC), 2020 EDITION

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2019 EDITION

NFPA 75, STANDARD FOR THE FIRE PROTECTION OF INFORMATION TECHNOLOGY EQUIPMENT,

2020 EDITION

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2018 EDITION

NFPA 780, STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS

CODE SUMMARY HCF BUILDING

OCCUPANCY CLASSIFCIATION: BUSINESS (GROUP B) / LOW-HAZARD STORAGE (GROUP S-2) /

ACCESSORY ASSEMBLY (GROUP A-3)

CONSTRUCTION TYPE: IBC, TYPE IIB

SPRINKLERED: YES

FIRE ALARM: YES, WITH VOICE

STORIES: 1 (ACTUAL) / 4 (MAXIMUM ALLOWED PER IBC)

HEIGHT: 26 FT (ACTUAL) / 75 FT (MAXIMUM ALLOWED PER IBC)

AREA: 70,180 SQFT (ACTUAL) / 92,000 (MAXIMUM ALLOWED PER IBC)

ATCT BUILDING

OCCUPANCY CLASSIFCIATION: BUSINESS (GROUP B) / LOW-HAZARD STORAGE (GROUP S-2)

CONSTRUCTION TYPE: IBC, TYPE IB

SPRINKLERED: YES

FIRE ALARM: YES, WITH VOICE

STORIES: 11 (ACTUAL) / 12 (MAXIMUM ALLOWED PER IBC)

HEIGHT: 169 FT (ACTUAL) / 240 FT (MAXIMUM ALLOWED PER IBC)

AREA: 1,035 SQFT (ACTUAL) / UNLIMITED ALLOWED PER IBC

WEST MAIN

ROOF

OPS

ROOM

ROOF

EQUIPMENT

ROOM ROOF

LOWER MAIN

ROOF

MAIN

ENTRANCE

CANOPY

EAST MAIN

ROOF

EQUIPMENT

YARD

N

LINK

SOC

ROOF

LOUNGE

PATIO

CANOPY

EMPLOYEE

ENTRANCE

CANOPY

VICINITY MAP

HAWAII

JURISDICTION AND PROJECT PERMITTING REQUIREMENTS

PER 40 USC 3312 (PUBLIC BUILDINGS AMENDMENT, 1988), THE FOLLOWING APPLY TO THIS PROJECT:

1. STATE AND LOCAL CODES, EXCEPT ZONING CODES AND SITE-WORK STANDARDS, ARE NOT APPLICABLE TO THIS PROJECT.

2. THE PROJECT WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONALLY RECOGNIZED BUILDING CODES, INCLUDING ELECTRICAL CODES, FIRE AND LIFE SAFETY CODES AND PLUMBING CODES, NOTED ON THE DRAWINGS AND IN THE

SPECIFICATIONS.

3. STATE AND LOCAL PERMITTING ARE NOT REQUIRED FOR THIS PROJECT, UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS

FOR SPECIFIC PERMITS AND PERMITTING.

GENERAL LEGEND

DRAWING NUMBER DRAWING TITLE

GENERAL

G001 COVER SHEET

G002 INDEX OF DRAWINGS, GENERAL NOTES, LEGEND, LOCATION MAP & BUILDING

CODE ANALYSIS

G003 GENERAL ABBREVIATIONS

G004 CONSTRUCTION STAGING PLAN

ARCHITECTURAL

A101 OVERALL ROOF PLAN

A201 EXTERIOR ELEVATIONS

A401 RAILING DETAILS

A402 STAIR TO ROOF

A403 PERSPECTIVE VIEWS

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S101 STRUCTURAL STAIR PLANS

S201 STRUCTURAL STAIR ELEVATIONS

S501 STRUCTURAL TYPICAL DETAILS

S502 STRUCTURAL TYPICAL DETAILS

DATE

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FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

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1604158

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

AARON SHAW VANCE WHITESEL

MANAGER. AJW-2W11CPROJECT ENGINEER/ARCHITECT. AJW-2W11C

HONOLULU HIHONOLULU CONTROL FACILITY (HCF)

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

ENGINEERING SERVICES

TERMINAL

August 29, 2022

GENERAL ABBREVIATIONS

HONOLULU CONTROL FACILITY

HCF ROOF METALWORK

R.SIMMONS

M.KANG

W.STEVENS

HONOLULU CONTROL FACILITY

HONOLULU

H C

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C T

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HCF - D - ATCT- G003

GENERAL ABBREVIATIONS

HAWAII

STGP SIGNAL TRANSPORT GROUND PLANE

STL STEEL

STOR STORAGE

STRUC STRUCTURAL, STRUCTURE

SUCT SUCTION

SUSP SUSPENDED

SW SWITCH

SYM SYMMETRICAL

T T THERMOSTAT, TREAD

TBD TO BE DETERMINED

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TEMPERATURE CONTROL SWITCH

TELCO TELECOMMUNICATION, TELEPHONE COMPANY LINE

TEMP TEMPERATURE

TI TEMPERATURE INDICATOR

TIC TEMPERATURE INDICATING CONTROLLER

TK TANK

TM&O TELECOMMUNICATIONS MANAGEMENT AND OPERATIONS

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TOW TOP OF WALL

TRACON TERMINAL RADAR APPROACH CONTROL FACILITY

TRANS TRANSVERSE

TS TEMPERATURE SENSOR, TAMPER SWITCH

TYP TYPICAL

U UBC UNIFORM BUILDING CODE

UH UNIT HEATER

UL UNDERWRITER'S LABORATORIES, INC.

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SYSTEM

UTIL UTILITY

UV UNIT VENTILATOR

V V VOLT

VAT VINYL ASBESTOS TILE

VAV VARIABLE VOLUME TERMINAL

VB VINYL BASE

VBT VINYL BASE & TRIM COMPONENTS

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VD VOLUME DAMPER

VERT VERTICAL

VF VERTICAL FEET, VENTILATION FAN

VFD VARIABLE FREQUENCY DRIVE

VGWB VINYL SURFACED GYPSUM WALL BOARD

VIF VERIFY IN FIELD

VP VELOCITY PRESSURE, VACUUM PRODUCER

VS VIBRATION SWITCH

W W WATT

W/ WITH

WD WOOD

WG WATER GAGE

WJHTC WILLIAM J. HUGHES TECHNICAL CENTER

W/O WITHOUT

WP WEATHERPROOF

WT WEIGHT

X XFER,

XFR

TRANSFER

XFMR TRANSFORMER

Y Y WYE CONNECTION

YD YARD

MECH MECHANICAL

MET METAL

MFG(R) MANUFACTURER

MG MOTOR GENERATOR

MIL MILLIMETER

MIN MINIMUM

MO MASONRY OPENING

MOD MODIFICATION

MS MOISTURE SENSOR

MTG MOUNTING, MOUNTED

N N/A NOT APPLICABLE

NAM NEGATIVE AIR MACHINE

NARACS NATIONAL RADIO COMMUNICATIONS SYSTEM

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO, # NUMBER

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

O OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER, OPEN DRAIN

OF OUTSIDE FACE

OFD OVERFLOW ROOF DRAIN

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION

OSW OPERATIONS SUPPORT WING

P P PUMP, PHASE, POLE

PACM PRESSUMED ASBESTOS CONTAINING MATERIAL

PBX PRIVATE BRANCH EXCHANGE

PC PRESSURE CONTROL SWITCH

PCB POLYCHLORINATED BIPHENYLS

PCF POUNDS PER CUBIC FOOT

PD PRESSURE DIFFERENTIAL

PDI PRESSURE DIFFERENTIAL INDICATOR

PDS PRESSURE DIFFERENTIAL SENSOR

PH PHASE

PHC PREHEAT COIL

PI POINT OF INTERSECTION, PRESSURE INDICATOR

PIV POST INDICATOR VALVE

PL PROPERTY LINE, PLATE

PLAM PLASTIC LAMINATE

PLF POUNDS PER LINEAR FOOT

PNL PANEL

POC POINT OF CONNECTION

PRV PRESSURE REDUCING VALVE

PS PRESSURE SENSOR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSM POWER SYSTEMS MODIFICATION

PT PAINT, POINT OF TANGENCY

PTVC POINT OF VERTICAL CURVATURE

PVC POLYVINYL CHLORIDE

PVDS PORTABLE VISUAL DISPLAY SYSTEM

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

R R RISER, RADIUS

RA RETURN AIR

RAD RADIUS

RCP REFLECTED CEILING PLAN

RCRA RESOURCE CONSERVATION AND RECOVERY ACT

RD ROOF DRAIN

RECEPT,

RPTS

RECEPTACLE

REF REFERENCE

REG REGISTER

REINF REINFORCING

REQ'D REQUIRED

REV REVERSE, REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

RV REFRIGERANT VENT

S S SMOKE DETECTOR

SA SUPPLY AIR

SAN SANITARY

SAP SOUND ABSORBING PANEL

SCH,

SCHED

SCHEDULE

SCWD SOLID CORE WOOD

SD SMOKE DAMPER

SEC SECTION

SF SUPPLY FAN, SQUARE FEET

SHT SHEET

SIG SIGNAL

SIM SIMILAR

SM SPRINKLER MAIN

SP SUMP PUMP/SEWAGE PUMP, STATIC PRESSURE INDICATOR

SPEC SPECIFICATIONS

SQ SQUARE

SRF SAFETY RUBBER FLOOR TILE

SRGG SIGNAL REFERENCE GROUND GRID

SRS SIGNAL REFERENCE STRUCTURE

SSDI SECURITY SYSTEMS DESIGN AND INTEGRATION

SSTL, SS STAINLESS STEEL

ST STEAM, STREET

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STE STANDARD TAPERED END

FLEX FLEXIBLE DUCT

FLG FLANGE

FLUOR FLUORESCENT

FM FLOW METER, FIRE MAIN

FO FIBER OPTIC

FOL FUEL OIL LEVEL

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOT FIBER OPTIC TERMINAL

FOV FUEL OIL VENT

FPM FEET PER MINUTE

FPU FIELD PROGRAMMING UNIT

FRP FIBER GLASS REINFORCED PLASTIC

FS FLOW SWITCH

FT, ' FEET

FTR FINNED TUBE RADIATION

FV FULL VOLTAGE

FZ FREEZESTAT

G G GAS

GA GAGE, GAUGE

GALV GALVANIZED

GEN GENERATOR

GFE GOVERNMENT FURNISHED EQUIPMENT

GFM GOVERNMENT FURNISHED MATERIAL

GL GLASS

GND GROUND, GROUND CONNECTOR

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRILLE

GRV GRAVITY VENT

GS GAS SENSOR

GV GATE VALVE

GW GLYCOL WASTE

GWB GPYSUM WALLBOARD

GWH GAS WATER HEATER

H H HUMIDISTAT

HAZMAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HEATING COIL

HCF HONOLULU CONTROL FACILITY

HCS HOST COMPUTER ROOM

HDW HARDWARE

HE HEAT EXCHANGER

HERM HERMETIC

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSE POWER, HEAT PUMP, HIGH PRESSURE

HPL HIGH PRESSURE LAMINATE

HPS HIGH PRESSURE SODIUM, HIGH PRESSURE STEAM

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH, HUMIDITY SENSOR

HT HEIGHT

HTG HEATING

HTP HOT TAP (W/ STOPPLE FITTING)

HTR HEATER

HU HUMIDIFIER

HVAC HEATING/VENTILATING/AIR CONDITIONING

HW DOMESTIC HOT WATER

HWL HIGH WATER LEVEL

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HZ HERTZ

HWY HIGHWAY

I IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IEWH INSTANTANEOUS ELECTRIC WATER HEATER

IF INSIDE FACE, INTERNAL FILTER

IN, " INCH

INST INSTRUMENTATION

INSUL INSULATION

INT INTERIOR

INT'L INTERNATIONAL

INV INVERT

ITEA INFORMATION TECHNOLOGY EQUIPMENT AREA

ITER INFORMATION TECHNOLOGY EQUIPMENT ROOM

J J JUNCTION

JB JUNCTION BOX

JC JANITOR'S CLOSET

K KCMIL THOUSAND CIRCULAR MILS

KVA KILOVOLT AMPERE

KW KILOWATTS

L LAN LOCAL AREA NETWORK

LBS, # POUNDS

LCC LEAD CONTAINING COATING

LCP LOCAL CONTROL PANEL

LCV LEVEL CONTROL VALVE

LF LINEAR FEET

LG LEVEL GAUGE

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LP LOW POINT

LPS LOW PRESSURE STEAM

LS LEVEL SWITCH

LT LIGHT

LTG LIGHTING

M M MOTOR

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

COMM COMMUNICATIONS

COMP COMPRESSIBLE, COMPRESSED

CONC CONCRETE

COND CONDITION, CONDENSATE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICERS REPRESENTATIVE

CP CONTROL PANEL, CIRCULATING PUMP

CPC CRITICAL POWER CENTER

CPDS CRITICAL POWER DISTRIBUTION SYSTEM

CPT CARPET

CPU CENTRAL PROCESSING UNIT

CR CEILING REGISTER, CONTROL RELAY

CRAC COMPUTER ROOM AIR CONDITIONING UNIT

CRAH COMPUTER ROOM AIR HANDLING UNIT

CRU COMPUTER ROOM UNIT

CS CONTROL SWITCH

CT CABLE TRAY, COOLING TOWER

CTR CENTER, COOLING TOWER WATER RETURN

CTS COOLING TOWER WATER SUPPLY

CU CONDENSING UNIT

CW DOMESTIC COLD WATER

CWR CHILLER WATER RETURN

CWS CHILLER WATER SUPPLY

CWV COMBINATION WASTE AND VENT

CU CONDENSING UNIT

CV CONTROL VALVE, CONSTANT VOLUME TERMINAL

CYD CUBIC YARD

D D DRAIN, DELTA CONNECTION, DIFFUSER, DAMPER

DB DIRECT BURIAL, DRY BULB

DBL DOUBLE

DC DIRECT CURRENT

DDCP DIRECT DIGITAL CONTROL PANEL

DEG DEGREE(S)

DET DETAIL

DGP DATA GATHERING PANEL

DI DROP INLET, DAMPER POSITION INDICATOR, DIGITAL INPUT

DIA DIAMETER

DIAG DIAGONAL

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DL DEAD LOAD

DM DEMAND METER

DN DOWN

DO DIGITAL OUTPUT

DOM DOMESTIC

DP DUSTPROOF PARTITION, DIFFERENTIAL PRESSURE SWITCH

DPDT DOUBLE POLE DOUBLE THROW

DPNL DISTRIBUTION PANEL

DPST DOUBLE POLE SINGLE THROW

DR DOOR

DWG(S) DRAWING(S)

E EA EACH, EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

ECP ENGINE CONTROL PANEL

EDAM ELECTRICAL DATA ACQUISITION AND MONITORING

EF EXHAUST FAN

EFF EFFICIENCY

EG ENGINE GENERATOR, EXHAUST GRILLE

EH ELECTRIC HEATER

EHC ELECTRIC HEATING COIL

EL, ELEV ELEVATION, ELEVATOR

ELEC ELECTRIC(AL)

EMD ESTIMATED MAXIMUM DEMAND

EMERG EMERGENCY

EMT ELECTRICAL METAL TUBING

ENT,

ENTR

ENTRANCE

EP EXHAUST PIPE

EPMS ELECTRICAL POWER MONITORING SYSTEM

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

ER EXHAUST REGISTER

ERMS ENVIRONMENTAL REMOTE MONITORING SYSTEM

ES EXHAUST SILENCER

ET ELECTRIC HEAT TRACE

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

EXIST, EX EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F F FILTER, FIRE LINE

FA FAN COOLED

FAA FEDERAL AVIATION ADMINISTRATION

FC FAN COIL UNIT

FCO FLOOR CLEANOUT

FCV FLOW CONTROL VALVE

FD FIRE DAMPER OR FLOOR DRAIN

FD/SD COMBINATION FIRE AND SMOKE DAMPER

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FEPC FRONT END PERSONAL COMPUTER

FFE FINISHED FLOOR ELEVATION

FHC FIRE HOSE CABINET

FI FLANGE INSULATION, FLOW INDICATOR

FIN FINISH

FIX, FIXT FIXTURE

FL, FLR FLOOR

FLA FULL LOAD AMPERES

A A AMPERE, AIR, COMPRESSED AIR LINE

AA AIR COOLED

AAV AUTOMATIC AIR VENT

AC ALTERNATING CURRENT, ASPHALT CONCRETE, AIR

COMPRESSOR

ACC AIR COOLED LIQUID CHILLER

ACD ADDRESSABLE CONTROL DEVICE

ACF ACCESS FLOOR SYSTEM

ACM ASBESTOS CONTAINING MATERIAL

ACP ACOUSTICAL CEILING PANEL

ACT ACCESS CONTROL TERMINAL, ACOUSTICAL CEILING TILE

ACU AIR CONDITIONING UNIT

A/C AIR CONDITIONING

AD AREA DRAIN, ACCESS DOOR

ADJ ADJACENT, ADJUSTABLE

ADR ACCESS DOOR

ADTN ADMINISTRATIVE DATA TRANSMISSION NETWORK

AED AUTOMATED EXTERNAL DEFIBRILLATOR

AF AMPERE FRAME, AIR FLOW SENSOR

AFF ABOVE FINISH FLOOR

AFMS AIR FLOW MEASURING STATION

AH AIR HANDLING UNIT

AHU AIR HANDLING UNIT

AIC AMPERES INTERRUPTING CAPACITY

AID ADDRESSABLE INTERFACE DEVICE

AIF AIR INTAKE FILTER

AL ALUMINUM

ALT ALTERNATE

AM AMP METER

AMM AMMETER

ANN ANNUNCIATOR

AO ANALOG OUTPUT

AP ANNUNCIATOR POINT

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

ARCH ARCHITECT(URAL)

ARTCC AIR ROUTE TRAFFIC CONTROL CENTER

ARTS AUTOMATED RADAR TERMINAL SYSTEM

AS AIR SEPARATOR

ASSY ASSEMBLY

AT AMPERE TRIP, AIR TRAFFIC

ATB AIR TERMINAL BOX

ATCT AIRPORT TRAFFIC CONTROL TOWER

ATS AUTOMATIC TRANSFER SWITCH

AUX AUXILIARY

AV ACID VENT

AVG AVERAGE

AWG AMERICAN WIRE GUAGE

AWP ACOUSTICAL WALL PANEL

AWR AUTOMATION WING REHABILITATION

& AND

@ AT

B B BOILER, BUILDING

BAT CHR BATTERY CHARGER

BC BARE COPPER

BD BOARD, BACK-DRAFT DAMPER, BLOWDOWN

BEL BELOW

BF BLIND FLANGE

BFP BACK FLOW PREVENTER

BFV BUTTERFLY VALVE

BFW BOILER FEED WATER

BHP BRAKE HORSE POWER

BKR BREAKER

BLDG BUILDING

BLKG BLOCKING

BLO BLOWER

BLV BALANCING VALVE

BM BENCH MARK, BEAM

BOCA BUILDING OFFICIALS AND CODE ADMINISTRATORS

INTERNATIONAL, INC

BOD BOTTOM OF DUCT, BASIS OF DESIGN

BOP BOTTOM OF PIPE

BOT,

BOTT

BOTTOM

BPU BREAKER PROGRAMMING UNIT

BRG BEARING

BSMT BASEMENT

BTU BRITISH THERMAL UNIT

BTU/H BRITISH THERMAL UNIT PER HOUR

BV BALL VALVE

BWP BACK WATER PREVENTER

BWV BACK WATER VALVE

C C CONDUIT

CA COMBUSTION AIR

CAB CABINET

CB CIRBUIT BREAKER

CC COOLING COIL

CCMS CENTRAL CONTROL AND MONITORING SYSTEM

CD CONTROL DAMPER, CEILING DIFFUSER, CONDENSATE DRAIN

CENT CENTRIFUGAL

CF CONTROL FACILITY

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FOOT

CG CEILING GRILLE

CH CHILLER

CI CURB INLET, CAST IRON

CIP CAST IRON PIPE, CAST IN PLACE

CIR CIRCULATING

CKT CIRCUIT

CL CENTER LINE

CLF CURRENT LIMITING FUSE

CLG CEILING

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT, CONDUIT ONLY

COL COLUMN

COMB COMBINATION, COMBINE, COMBUSTION AIR

8' high chain link fence w barbed wire outrigger

MON WELL-15

MON WELL

MON WELL

A.C.Roadway

P ad

H andhole

B ox

B ox

W aste

O il B ox

P ad

B ox

M C

PARKING

P A

R K

IN

G

PARKING

GATE

LOADING DOCK

EMPLOYEE

ENTRANCE

ATCT

WEATHER

OBSERVATION

BUILDING

GUARDHOUSE

MAIN

SECURITY

GATE

FENCE

MAIN

ENTRANCE

VISITOR

PARKING

MEDIAN

MEDIAN

MEDIAN

BASE BUILDING

CAFETERIA

CANOPY

STRUCTURE

ENTRANCE

CANOPY

STRUCTURE

EQUIPMENT

YARD

NEW OR FUTURE

STAIR TO ROOF

CONTRACTOR

PARKING

CONTRACTOR

STAGING AREA

LOUNGE CANOPY

SEE SHT A402

EXIST SOLAR

CANOPY TO

REMAIN TYP

REV. APPROVED

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

REVIEWED BY

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

8 7 6 5 4 3 2 1

E D

M

THIS DRAWING PRODUCED ON THE XXXXXXXXXXXX REGION AUTOCAD SYSTEM

S N

IS

S

U E

D F

O R

1604158

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

AARON SHAW VANCE WHITESEL

MANAGER. AJW-2W11CPROJECT ENGINEER/ARCHITECT. AJW-2W11C

HONOLULU HIHONOLULU CONTROL FACILITY (HCF)

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

ENGINEERING SERVICES

TERMINAL

August 29, 2022

CONSTRUCTION STAGING PLAN

HONOLULU CONTROL FACILITY

HCF ROOF METALWORK

R.SIMMONS

M.KANG

W.STEVENS

HONOLULU CONTROL FACILITY

HONOLULU

H C

F

A T

C T

G

.d w g

HCF - D - ATCT- G004

GENERAL CONSTRUCTION STAGING NOTES

NOTE:

FINAL CONSTRUCTION STAGING AREA MUST BE DETERMINED AT PRECONSTRUCTION MEETING.

1" = 80'-0"G004

A8 CONSTRUCTION STAGING PLAN

THE FOLLOWING NOTES AND ACCOMPANYING "CONSTRUCTION STAGING PLAN" GRAPHICALLY REPRESENT MANY OF THE MAJOR REQUIREMENTS STATED IN "DIVISION 1 GENERAL REQUIREMENTS" OF THE SPECIFICATIONS. THESE NOTES PARAPHRASE DIVISION 1 REQUIREMENTS AND ARE NOT INTENDED TO MODIFY OR REPLACE DIVISION 1 REQUIREMENTS.

CONSTRUCTION ACCESS, PARKING, OFFICES AND EXTENT/SIZE OF CONSTRUCTION STAGING AREA MUST BE COORDINATED WITH SITE PERSONNEL VIA COR; PARTICULARLY IN CONJUNCTION WITH ONGOING PROJECTS. REFER A8/G004 FOR LOCATION OF PROPOSED CONSTRUCTION STAGING AREA AND PROPOSED CONSTRUCTION TRAILER LOCATION. LOCATION OF FINAL CONSTRUCTION STAGING AREA AND CONSTRUCTION TRAILER LOCATION TO BE DETERMINED AT

PRECONSTRUCTION CONFERENCE.

A. ACCESS THROUGH JOINT BASE PEARL HARBOR-HICKUM (JBPHH)

1. TRAVEL TO THE PROJECT SITE REQUIRES GOING THROUGH THE HICKUM AIR FORCE BASE PORTION OF JBPHH.

2. THERE ARE SPECIFIC SECURITY AND BADGING REQUIREMENTS AND PROCEDURES FOR ENTERING JBPHH. SEE THE PROJECT SPECIFICATION AND THE JBPHH INTERNET WEBSITE FOR INFORMATION ON THESE REQUIREMENTS AND

PROCEDURES.

B. FAA SECURITY REQUIREMENTS

1. AN ADVANCE LIST AND WEEKLY LOG OF CONTRACTOR'S PERSONNEL MUST BE PROVIDED TO COR. FAA RESERVES THE RIGHT NOT TO ACCEPT WORKERS. AT THE START OF EACH WORK SHIFT, ALLOW ADEQUATE TIME FOR CONTRACTOR'S PERSONNEL TO SIGN-IN AT GUARDHOUSE. TEMPORARY SECURITY BADGES MUST BE ISSUED TO CONSTRUCTION PERSONNEL. CONTRACTOR'S SUPERVISORY PERSONNEL MUST BE RESPONSIBLE FOR CONDUCT

OF THEIR PERSONNEL WHILE ON SITE. CONTRACTORS VEHICLES MUST BE MARKED.

2. SITE IS A SECURE AREA AND CONSTRUCTION VEHICLES MUST REMAIN IN CONSTRUCTION AREAS.

3. HCF IS A SECURE AREA AND CONSTRUCTION PERSONNEL MUST REMAIN IN CONSTRUCTION AREAS AT ALL TIMES.

CONTRACTOR MUST MINIMIZE INGRESS AND EGRESS.

4. FAA BADGED ESCORTS AND DESIGNATED ESCORTS MUST BE REQUIRED FOR CONSTRUCTION PERSONNEL WORKING ON SITE AND FOR DELIVERIES. COORDINATE WORK WITHIN THE BUILDING IN ADVANCE WITH COR.

ESCORTS OUTSIDE BUILDING MUST BE REQUIRED. OBTAIN FAA SECURITY BADGES FOR A SUFFICIENT NUMBER OF

EMPLOYEES TO PROVIDE ESCORTS FOR EMPLOYEES AND DELIVERIES.

5. CONTRACTOR PERSONNEL MAY BE FINGERPRINTED AND PHOTOGRAPHED FOR FAA SECURITY COMPLIANCE.

SOCIAL SECURITY NUMBERS WILL BE REQUIRED.

C. CONSTRUCTION ACCESS AT THE FAA SITE

1. CONTRACTOR'S VEHICLES, PEDESTRIANS AND DELIVERIES TO SITE MUST BE THROUGH FAA SITE SECURITY GATE.

COR AND THEIR ASSIGNED REPRESENTATIVES WILL ESCORT CONTRACTOR'S PERSONNEL, VEHICLES, AND DELIVERIES THROUGH THE FAA SITE SECURITY GATE. THIS GATE IS MANNED 24 HOURS A DAY.

2. PROVIDE SIGNAGE TO INDICATE ACCESS ROUTE FOR CONSTRUCTION EMPLOYEES AND DELIVERIES ON SITE.

PROVIDE NECESSARY BARRICADES, LIGHTS, SIGNAGE AND FENCING TO PROTECT, WARN AND DIRECT PERSONS NEAR CONSTRUCTION AREAS. BARRICADES, SIGNAGE, LIGHTS, FENCING ETC. MUST BE COORDINATED WITH COR

PRIOR TO BEING IMPLEMENTED.

3. ACCESS TO BUILDING FOR THE WORK MUST BE THROUGH ENTRANCES IDENTIFIED BY COR.

4. KEEP HCF BUILDINGS ACCESSIBLE AT ALL TIMES FOR FAA DELIVERIES. COORDINATE WORK TO MINIMIZE IMPACT FOR FAA BUILDINGS TO RECEIVE DELIVERIES. COORDINATE WITH COR DELIVERY RECEIVING AREA

REQUIREMENTS. CONTRACTOR MUST MAINTAIN FAA ACCESS TO FAA DUMPSTERS AT ALL TIMES.

5. USE OF HCF BUILDING LOADING DOCK MUST BE COORDINATED WITH COR.

6. DELIVERIES MUST BE SCHEDULED AND APPROVED IN ADVANCE WITH COR AND AT TIMES OTHER THAN FAA EMPLOYEE AFTERNOON SHIFT CHANGE TO AVOID CONGESTION. AFTERNOON SHIFT CHANGE OCCURS FROM 3:30 PM TO 5:00 PM. COORDINATE DELIVERIES WITH THE COR. DELIVERY VEHICLES MUST ONLY CONTAIN ITEMS BEING DELIVERED TO FAA. IF VEHICLE CONTAINS OTHER DELIVERIES, VEHICLES MUST NOT BE ALLOWED ON SITE.

7. HCF BUILDING ENTRANCES MUST REMAIN ACCESSIBLE TO FAA EMPLOYEES AND GUESTS, 24 HOURS A DAY, 7 DAYS A WEEK TO PROVIDE ENTRY TO AND EGRESS FROM HCF BUILDINGS. CONSTRUCTION FENCE, CONSTRUCTION, EQUIPMENT, MATERIAL, AND OTHER CONSTRUCTION MATERIAL MUST NOT OBSTRUCT ENTRANCE USE. A CLEAR, UNOBSTRUCTED PATH FOR PEDESTRIAN TRAFFIC MUST BE PROVIDED FROM PARKING LOTS TO EMPLOYEE AND MAIN BASE BUILDING ENTRANCES AND OTHER HCF FACILITIES. CHANGES TO, CLOSURES, OR OTHER ACTIVITY IMPACTING THE USE OF THE BUILDING ENTRANCES OR THE ACCESS/WALKWAY TO THE BUILDING ENTRANCES MUST BE COORDINATED AND APPROVED IN WRITING BY COR WITH A MINIMUM 10 DAYS BEFORE PERFORMANCE OF

THE WORK.

a. PROVIDE TEMPORARY AND ABA-ACCESSIBLE WALKWAY TO HCF BUILDING ENTRANCES AS REQUIRED BY THE WORK. PROVIDE ABA-COMPLIANT RAMPS AT CURBS AND OTHER OBSTRUCTIONS WHERE REQUIRED. GRASS WALKWAY IS NOT ACCEPTABLE. ACCEPTABLE MATERIALS FOR TEMPORARY WALKWAY INCLUDE BOARDWALK, CONCRETE, OR OTHER UNYIELDED MATERIAL APPROVED FOR USE BY COR. PROVIDE FENCING AS REQUIRED TO DIRECT PEDESTRIAN TRAFFIC TO TEMPORARY WALKWAY. PROVIDE SIGNAGE INDICATING PEDESTRIAN ACCESS ROUTE TO HCF BUILDINGS AS REQUIRED AND COORDINATED WITH COR. PROVIDE EXIT/EGRESS LIGHTING ALONG LENGTH OF TEMPORARY WALKWAY. TEMPORARY LIGHTING MUST BE COORDINATED WITH

AND APPROVED BY COR PRIOR TO INSTALLATION.

b. PROVIDE OVERHEAD PROTECTION AT HCF BUILDING ENTRANCES AND ALONG TEMPORARY WALKWAY FROM CONSTRUCTION AND FALLING DEBRIS. EXTENT AND CONSTRUCTION OF OVERHEAD PROTECTION TO BE

COORDINATED WITH AND APPROVED BY COR.

c. DEVELOP RISK MITIGATION PLAN FOR CHANGES TO OR ACTIVITY IMPACTING THE USE OF THE HCF BUILDING ENTRANCES OR THE ACCESS/WALKWAY TO THE HCF BUILDING ENTRANCES. COORDINATE FINAL PLAN REQUIREMENTS WITH COR AND DIVISION 1 SPECIFICATIONS. RISK MITIGATION PLAN MUST ADDRESS, BUT IS NOT LIMITED TO, INFORMING OCCUPANTS AND VISITORS OF CONSTRUCTION ACTIVITY THAT AFFECTS FIRE PROTECTION AND LIFE SAFETY WITHIN THE FACILITY, ALTERNATIVE MEANS OF EGRESS FOR BUILDING OCCUPANTS, SIGNAGE, AND, IF REQUIRED PER COR, TRAINING WHEN THE ENTRANCE AND/OR WALKWAY ARE OUT OF SERVICE. PLAN MUST MINIMIZE TIME THAT ENTRANCE AND/OR WALKWAY ARE OUT OF SERVICE.

D. CONTRACTOR PARKING

1. CONTRACTOR PARKING MUST BE COORDINATED WITH COR. CONTRACTOR'S PARKING MUST BE LIMITED TO:

CONSTRUCTION STAGING AREA AND AS NOTED. ADDITIONAL PARKING MUST BE OFF-SITE AND PROVIDED BY CONTRACTOR. EXISTING PARKING SPACES AT HCF ARE OFF-LIMITS FOR CONTRACTOR PARKING EXCEPT FOR

INDICATED PARKING SPACES.

H. CONSTRUCTION TOILET FACILITIES

1. PORTABLE CHEMICAL TOILETS MUST BE PROVIDED WITHIN THE CONSTRUCTION STAGING AREA. PORTABLE CHEMICAL TOILETS ARE NOT ALLOWED WITHIN THE HCF BUILDINGS. COORDINATE WITH THE COR FOR

SCHEDULING OF SERVICE.

2. PROVIDE WASH STATIONS IN ADDITION TO PORTABLE TOILETS IN CONSTRUCTION STAGING AREA.

3. TOILET ROOMS INSIDE HCF BUILDINGS MUST NOT BE USED.

I. DEMOLITION AND CONSTRUCTION HOURS

1. HCF BUILDINGS ARE A 24 HOUR 7 DAY PER WEEK OPERATING FACILITY. THE OPS CENTER AND ENVIRONMENTAL SUPPORT AREAS OPERATE 24 HOURS 7 DAYS PER WEEK. SELECTIVE CONSTRUCTION ACTIVITY WILL BE LIMITED

TO OFF-HOURS WORK TO MINIMIZE RISK TO THE OPERATIONAL FACILITY.

2. DO NOT INTERFERE WITH THE FUNCTION OF THIS FACILITY. DEMOLITION AND CONSTRUCTION NOISE MUST BE MINIMIZED BETWEEN 6:00 AM TO 6:00 PM. WORK DETERMINED BY THE COR TO BE DISRUPTIVE TO THE

OPERATIONS MUST BE STOPPED AND RESCHEDULED TO BE PERFORMED DURING OFF-HOURS.

3. FAA HAS AND MAINTAINS EQUIPMENT THAT IS CRITICAL TO ITS OPERATION THROUGHOUT THIS FACILITY.

COORDINATE WITH COR LOCATION OF CRITICAL EQUIPMENT THAT MAY BE AFFECTED BY THE WORK AND PROCEDURES TO PROTECT THIS AND OTHER FAA/ GOVERNMENT EQUIPMENT. WORK IN AREAS WITH CRITICAL

EQUIPMENT MUST BE ACCOMPLISHED DURING OFF-HOURS OR AS APPROVED BY COR.

4. CONCRETE SAWING, CORE DRILLING, CONCRETE DEMOLITION AND ANCHOR DRILLING MUST BE ALLOWED ONLY AT PREARRANGED TIMES APPROVED BY COR. SCHEDULE, COORDINATE AND HAVE APPROVAL BY COR IN WRITING, A

MINIMUM OF 10 WORKING DAYS BEFORE THE PERFORMANCE OF THE WORK.

J. PARKING LOT, DRIVEWAY REPAIR, AND LANDSCAPED AREAS

1. PROVIDE TEMPORARY, ABA-ACCESSIBLE PARKING EQUAL TO THE PERMANENT ACCESSIBLE PARKING WHILE PERMANENT ACCESSIBLE PARKING IS INACCESSIBLE OR OUT OF SERVICE. COORDINATE LOCATION WITH COR.

PROVIDE REQUIRED STRIPING AND SIGNAGE AT TEMPORARY, ACCESSIBLE PARKING. AT COMPLETION OF THE WORK REPAIR TEMPORARY SPACES TO ORIGINAL CONDITION. COORDINATE ADDITIONAL REQUIREMENTS WITH

CIVIL.

2. UPON COMPLETION OF WORK, REPAIR PAVED SURFACES AT AFFECTED WORK AREAS TO ORIGINAL CONDITION, INCLUDING STRIPING OF REPAIRED PAVED SURFACES.

3. DISTURBED LAWNS AND LANDSCAPING MUST BE RESTORED TO ORIGINAL CONDITION TO THE SATISFACTION OF COR. LAWN DAMAGED BY THE WORK MUST BE REPLACED TO MATCH EXISTING AND TO SATISFACTION OF COR.

REFER TO CIVIL FOR ADDITIONAL INFORMATION.

K. EQUIPMENT PROTECTION

1. PROTECT NEW AND EXISTING FAA EQUIPMENT, BOTH INSIDE AND OUTSIDE BUILDING, FROM DAMAGE, INCLUDING BUT NOT LIMITED TO, DAMAGE CAUSED BY IMPACT, VIBRATIONS, WATER, ASBESTOS, DEBRIS AND DUST, INCLUDING CORE DRILLING.

2. SHUTDOWNS AND SWITCHOVERS OF MECHANICAL AND ELECTRICAL SYSTEMS MUST BE ACCOMPLISHED DURING OFF-HOURS AS INDICATED UNDER DEMOLITION AND CONSTRUCTION HOURS ON THIS SHEET. ONLY FAA MAY SHUT OFF MECHANICAL VALVES, COORDINATE SHUTTING OFF VALVES WITH COR. PREPARATORY WORK MUST BE COMPLETED PRIOR TO SHUTDOWN AND SWITCHOVER. SCHEDULE, COORDINATE AND HAVE APPROVAL IN WRITING BY COR WITH A MINIMUM OF 10 WORKING DAYS NOTICE IN ADVANCE OF PERFORMANCE OF WORK. ONLY FAA PERSONNEL MAY OPERATE CIRCUIT BREAKERS. REQUEST PERMISSION, COORDINATE, AND HAVE APPROVAL IN WRITING BY COR WITH A MINIMUM OF 10 WORKING DAYS NOTICE IN ADVANCE FOR EACH CASE OF BREAKER

OPERATION. DO NOT OPEN (DE-ENERGIZE) OR CLOSE (ENERGIZE) CIRCUIT BREAKERS.

3. NO WELDING EQUIPMENT MUST BE POWERED BY THE FACILITY ELECTRICAL SYSTEM. WELDING MUST NOT BE PERMITTED IN FAA OCCUPIED AREAS UNLESS APPROVED IN WRITING BY COR. OSHA WORK PRACTICES MUST BE

EXERCISED FOR ALL PHASES OF CONSTRUCTION INCLUDING WELDING OPERATIONS.

4. USE GREAT CARE AND CAUTION WHILE WORKING IN ALL AREAS OF THIS FACILITY. WORK MUST BE COORDINATED

WITH COR. DISRUPTION OF THIS FACILITY MUST NOT BE PERMITTED.

5. EXISTING FAA AIR TRAFFIC EQUIPMENT MUST REMAIN OPERATIONAL THROUGHOUT DURATION OF THIS CONTRACT. PROVIDE CONTINUOUS PROTECTION OF THIS EQUIPMENT FROM PHYSICAL OR ELECTRICAL DAMAGE AS A RESULT OF INCIDENTAL OR ACCIDENTAL NEGLIGENCE SUCH AS, BUT NOT LIMITED TO, DISRUPTION OF POWER TO EQUIPMENT. NOTIFY COR IMMEDIATELY OF DAMAGE OR DISRUPTION OF ELECTRICAL AND/OR

MECHANICAL SERVICES.

6. VENTS MUST NOT DISCHARGE NEAR AIR INTAKES OR WINDOWS. TAKE CARE NOT TO EXPOSE FAA EMPLOYEES TO

FUMES, ODORS, OR OFF GASSING.

L. AIRFIELD FOREIGN OBJECT DAMAGE (FOD) PREVENTION

1. MAKE PROVISIONS FOR SECURING CONSTRUCTION MATERIALS AND DEBRIS ON THE ROOF, ON THE GROUND AND

IN VEHICLES, TO ASSURE THAT NOTHING BECOMES LOOSE AND BLOWS AWAY IN WIND.

E. CONSTRUCTION MATERIAL STORAGE

1. STORAGE OF CONSTRUCTION MATERIALS ON SITE MUST BE LIMITED TO THE CONSTRUCTION

STAGING AREA. MATERIALS MUST BE NEATLY STORED AND PROTECTED. LIGHTING MUST BE

PROVIDED AT THE DISCRETION OF COR. DO NO DIGGING WITHOUT PRIOR PERMISSION FROM COR.

BURIED CABLES (UNDERGROUND UTILITIES) MAY RUN THROUGH STAGING AREA AND ELSEWHERE.

2. THE CONSTRUCTION STAGING AREA MUST BE SURROUNDED BY A LOCKABLE FENCE.

CONSTRUCTION OF THE FENCE MUST BE TO THE SATISFACTION OF THE COR. PROVIDE COR AND

SECURITY WITH KEYS TO FENCE. COORDINATE NUMBER OF KEYS WITH COR.

F. CONSTRUCTION DEBRIS

1. ENCLOSED DUMPSTERS FOR DISPOSAL OF CONSTRUCTION DEBRIS MUST BE PROVIDED WITHIN

THE CONSTRUCTION STAGING AREA. AREAS AROUND DUMPSTERS MUST BE KEPT CLEAN AND

FREE OF EXCESS DEBRIS AND DUST DURING CONSTRUCTION. DEBRIS MUST BE REMOVED DAILY.

PROVIDE SEPARATE DUMPSTER, IF REQUIRED, FOR ABATEMENT MATERIAL. QUANTITY AND

POSITION OF DUMPSTERS MUST BE COORDINATED WITH THE COR PRIOR TO THEIR DELIVERY AND

PLACEMENT.

G. CONSTRUCTION OFFICE

1. CONSTRUCTION TRAILER FOR OFFICE, MATERIALS AND EQUIPMENT STORAGE MUST BE LOCATED

IN PROPOSED CONSTRUCTION TRAILER LOCATION. PROVIDE BOTTLED WATER. TEMPORARY

POWER, DATA, AND TELEPHONE IS AVAILABLE, IF REQUIRED FOR CONSTRUCTION PURPOSES OF

THE WORK. TRAILER POINT OF CONNECTION MUST BE DETERMINED AT PRECONSTRUCTION

CONFERENCE. HOOK-UPS ARE THE RESPONSIBILITY OF CONTRACTOR.N

1 2 3 4 5 6 7 9 10 11 11.1 13 15 17 19 21 23 25 27 28

5.1 10.1 12.1 24.1

A

B

C

D

E

F

F.1

F.2

G

H

J

AA

A.1

B.1

D.1

G.1

T1 T2

M

14 29.1 302618 20 22 24

D.2

D.6

K

L

27.4

G8

A201

C8

A201

A8

A201

E8

A201

E8

A402

SlopeSlope SlopeSlope

RIDGE

SlopeSlope SlopeSlopeSlopeSlopeSlope

Slope

S lo p e

R

ID

G E

SlopeSlope

S lo p e

S lo p e

S lo p e

S lo p e

S lo p e

S lo p e

Slope

SlopeSlope SlopeSlope

SlopeSlope SlopeSlope

S lo p e

S lo p e

S lo p e

S lo p e

S lo p e

S lo p e

RIDGE RIDGE

S lo p e

S lo p e

S lo p e

S lo p e

S lo p e

S lo p e

RIDGE

SIM

E4

A401

E4

A401

TYP

E4

A401

SIM

E4

A401

TYP

E4

A401

TYP

SIM

E4

A401

E4

A401

TYP

E4

A401

A8

A402

EQUIPMENT YARD

EQUIPMENT

ROOM ROOF

OPS ROOM

ROOF

WEST MAIN

ROOF

LOWER MAIN

ROOF

EAST MAIN

ROOF

MAIN

ENTRANCE

CANOPY

+EL 16'-11" (+/-)

+EL 14'-1" (+/-)

+EL 20'-11" (+/-)

+EL 25'-2" (+/-) +EL 21'-9" (+/-)

+EL 16'-2" (+/-)

+EL 16'-10" (+/-)

CAFETERIA

CANOPY

LOUNGE

PATIO

CANOPY

ATCT

LINK

SOC ROOF

EMPLOYEE

ENTRANCE

CANOPY

T

Y P

T

Y P

110' - 8 1/2" (+/-)

18' - 8 1/2" (+/-)

80' - 10" (+/-)

60' - 8" (+/-)

4'-0" TYP

42' - 3 1/2" (+/-)

8' - 6" 105' - 6 1/2" (+/-)

/2

99' - 3" (+/-) 128' - 9" (+/-)

/2

T

Y P

/2

26' - 3" (+/-)

/2

OPS AREA ROOF. NOISE AND

FUME RESTRICTED AREA

NEW ROOF EDGE GUARDRAIL

N

REV. APPROVED

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

REVIEWED BY

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

A

B

C

D

E

F

G

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B

C

D

E

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KEY NORTH

E D

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THIS DRAWING PRODUCED ON THE XXXXXXXXXXXX REGION AUTOCAD SYSTEM

S N

IS

S

U E

D F

O R

KEY PLAN

BASE BUILDING

ATCT

WEATHER

OBSERVATIONGUARDHOUSE

1604158

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

AARON SHAW VANCE WHITESEL

MANAGER. AJW-2W11CPROJECT ENGINEER/ARCHITECT. AJW-2W11C

HONOLULU HIHONOLULU CONTROL FACILITY (HCF)

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

ENGINEERING SERVICES

TERMINAL

August 29, 2022

OVERALL ROOF PLAN

HONOLULU CONTROL FACILITY

HCF ROOF METALWORK

R.SIMMONS

M.KANG

W.STEVENS

HONOLULU CONTROL FACILITY

HONOLULU

H C

F

A T

C T

A

.d w g

HCF - D - ATCT- A101

1" = 20'-0"A101

B8 OVERALL ROOF PLAN 3030

SCALE: 1"=20'-0"

020 10 3030

SCALE: 1"=20'-0"

020 10

A. ROOF ELEVATIONS NOTED ON THIS PLAN ARE APPROXIMATIONS AND FOR REFERENCE ONLY.

B. LIGHTNING PROTECTION SYSTEM (LPS) REMOVAL AND REINSTALLATION MUST BE DONE IN

PHASES ACCORDING TO ROOF REPLACEMENT PHASING PLAN. THE LPS WORK WILL BE

CONCURRENT TO THE RE-ROOFING WORK (AREA BY AREA). CONTRACTOR MUST NOT REMOVE

ANY LPS PRIOR TO CONFIRMING THE RE-ROOFING WORK AREA. CONTRACTOR MUST MAINTAIN

CONTINUITY OF THE LPS AT ALL TIMES. PROVIDE TEMPORARY LPS AS REQUIRED.

C. COORDINATE WITH FAA FOR EXISTING EQUIPMENT TO BE REMOVED AND REINSTALLED.

GENERAL SHEET NOTES

KEY PLAN

NEW WORK KEYNOTES#

LEGEND

1 LINE OF GUARDRAIL, TYP

2 GUARDRAIL OPENING FOR LOWER ROOF ACCESS

3 ROOF ACCESS STAIR

4 ACCESS SWING GATE

5 ROOF TIE-OFF ANCHOR, REFER TO STRUC

EXISTING GRADE

0"

12345679101111.1131517192123252728 24.1 1426 1820222427.4

TOP OF EXIST PARAPET

17'-5"

HIGH PARAPET

26'-0"

A8

A401

TYP

TYP

EXISTING GRADE

0"

1 2 4 5 11 11.1 13 15 17 19 21 23 25 27 285.1 10.1 12.1 24.114 29.1 302618 20 22 24 27.4

TOP OF CONC. ROOF DECK

14'-8"

TYP

TYP

24 4

EXISTING GRADE

0"

FHJ AAA.1B.1D.1G.1M D.2D.6KL

TOP OF EXIST PARAPET

17'-5"

HIGH PARAPET

26'-0"

TOP OF CONC. ROOF DECK

14'-8"

TYP

TYP

EXISTING GRADE

0"

A B C D E F F.1 F.2 G H JD.1 MD.2 D.6 K L

TOP OF EXIST PARAPET

17'-5"

TOS

14'-11 1/2"

TYP

TYP

REV. APPROVED

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

REVIEWED BY

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

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1604158

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

AARON SHAW VANCE WHITESEL

MANAGER. AJW-2W11CPROJECT ENGINEER/ARCHITECT. AJW-2W11C

HONOLULU HIHONOLULU CONTROL FACILITY (HCF)

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

ENGINEERING SERVICES

TERMINAL

August 29, 2022

EXTERIOR ELEVATIONS

HONOLULU CONTROL FACILITY

HCF ROOF METALWORK

R.SIMMONS

M.KANG

W.STEVENS

HONOLULU CONTROL FACILITY

HONOLULU

H C

F

A T

C T

A

.d w g

HCF - D - ATCT- A201

1/16" = 1'-0"A201

G8 NORTH ELEVATION

1/16" = 1'-0"A201

E8 SOUTH ELEVATION

1/16" = 1'-0"A201

C8 EAST ELEVATION

1/16" = 1'-0"A201

A8 WEST ELEVATION

A101

A101

A101

A101

NEW WORK KEYNOTES#

16 0

Scale: 1/16 INCH = 1 FOOT

16 32

1 GUARDRAIL PER SHEET A401, TYP., HOT-DIP GALVANIZED WITH SHOP-APPLIED, HIGH

PERFORMANCE COATING PER 09 06 00 HIGH PERFORMANCE COATING, WITH FIELD TOUCH-UP WITH

THE SAME FINISH.

2 LIGHTNING PROTECTION SYSTEM BONDING AND AIR TERMINALS ON GUARDRAIL, TYP., SEE SHEET A401

3 ROOF ACCESS STAIR. SEE SHEET A402

4 ACCESS SWING GATE

1 1/2" DIA TOP

GUARDRAIL TYP

1 1/2" DIA

INTERMEDIATE RAIL

TYP

A6

A401

4'-0" MAX

LINE OF PARAPET

COPING TYP

EXISTING PVC ROOF

STEEL POST SLEEVE

BRACKET FASTENED TO

PARAPET, SEE STRUC

EXISTING PARAPET

COPING

GUARDRAIL TYP

UL 467 & UL 96 LISTED

IRREVERSIBLE COMPRESSION

TYPE BONDING CONNECTION

CLASS II LPS

CONDUCTOR

ROOF

1/2" X 24" MINIMUM

BULLET TIP AIR

TERMINAL

PIPE CLAMP WITH

AIR TERMINAL BASE

PIPE CLAMP

CLASS II JUMPER

PROVIDE BONDING JUMPER

BETWEEN SECTIONS OF

GUARDRAIL. COORDINATE WITH

FINAL SELECTED GUARDRAIL.

METAL GUARDRAIL

BOND THE LIGHTNING PROTECTION SYSTEM

TO THE GUARDRAIL BASE-METAL AND

PROVIDE AIR TERMINALS ON THE

GUARDRAIL, TYP., PER THE REQUIREMENTS

IN SPEC SECTION 26 41 13 LIGHTNING

PROTECTION FOR STRUCTURES.

EXISTING LPS

ROOF PERIMETER

CONDUCTOR

TOP RAIL SHOP WELDED

TO POST. TYP

MIDRAIL SHOP WELDED

TO POST. TYP

FASTENER TYP

SPLICE BAR AT PIPE

CONNECTIONS TYP

CAP

Slope

1 1/2" MIN

POST WELDED TO

STEEL BRACKET.

SEE STRUCTURE

3" 1 1/2"1 1/2"

6"

TOP AND MID RAIL

WELDED TO POST

W/ SPLICE BAR TYP

TOP RAIL FASTENED TO

SPLICE BAR. PROVIDE

WEEP HOLES TYP

FASTENERS WITH

NEOPRENE

SPACERS TYP

LINE AT TOP OF

PARAPET COPING

POST WELDED TO

PLATE

STEEL POST

BRACKET. SEE

STRUCTURE

A4

A401

EXISTING

PARAPET WALL

STEEL POST SHOP

WELDED TO STEEL PLATE

(055213 Pipe and Tube Railings)

F

R O

M T

O P

O F

P A

R A

P E

T

1 1/2"

STEEL RAILING SHOP

WELDED TO POST

(055213 Pipe and Tube Railings)

E Q

E Q

EXISTING

6"

V A

R

IE

S

M

IN

E X

IS

T

IN

G

TOP OF PARAPET, LEVEL +/-

REV. APPROVED

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

REVIEWED BY

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

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S N

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S

U E

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O R

1604158

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

AARON SHAW VANCE WHITESEL

MANAGER. AJW-2W11CPROJECT ENGINEER/ARCHITECT. AJW-2W11C

HONOLULU HIHONOLULU CONTROL FACILITY (HCF)

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

ENGINEERING SERVICES

TERMINAL

August 29, 2022

RAILING DETAILS

HONOLULU CONTROL FACILITY

HCF ROOF METALWORK

R.SIMMONS

M.KANG

W.STEVENS

HONOLULU CONTROL FACILITY

HONOLULU

H C

F

A T

C T

A

.d w g

HCF - D - ATCT- A401

1" = 1'-0"A401

A8 PARAPET RAILING ELEVATION

1 0 1

Scale: 1 1/2 INCH = 1 FOOT

- Not to Scale

E2 PARAPET RAILING

- Not to Scale

E8 TYPICAL AIR TERMINAL MOUNTING DETAIL ON GUARDRAIL

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

1 0 1 2

Scale: 1 INCH = 1 FOOT

A. PROVIDE AIR TERMINALS ON GUARDRAIL AT MAXIMUM 20 FEET

INTERVALS. BOND AIR TERMINALS TO BE REINSTALLED WITH LPS LOOP

CONDUCTOR ON THE ROOF.

A201

HAWAII

3" = 1'-0"A401

A4 DETAIL AT RAILING

3" = 1'-0"A401

A6 DETAIL AT RAILING

1 1/2" = 1'-0"A401

E4 TYPICAL RAILING DETAIL

0 12"

Scale: 3 INCH = 1 FOOT

8"4"

UP

UP

20A6

A402

CONCRETE PAD

(03 30 00 Cast-in-

Place Concrete)

MATCH EXISTING

SLAB ELEVATION

EXISTING

CONCRETE WALK

TYP

ROOF

42" WIDE ACCESS

GATE W/ HASP AND

HASP FOR NIC

PADLOCK

(323113 Fences and Gates)

FRP LANDINGS AND

TREADS, SEE STRUC

FOR STEEL

FRAMING, TYP.

(067413 Fiberglass Reinforced Gratings )

EXISTING

LIGHT POLE

TO REMAIN

VERIFY UNDERGROUND

LIGHTPOLE CONDUIT

LOCATION PRIOR TO

EXCAVATION. IF IT CONFLICTS

WITH STAIR FOUNDATION

CONSULT WITH COR FOR HOW

TO PROCEED.

VERIFY

UNDERGROUND

STORM LINE

EXISTING

ROOF DRAIN

REMOVE EXISTING

TREE. PATCH AREA TO

MATCH ADJACENT

LANDSCAPING

R

"M

A X

T

LANDING

8' - 8"

R

"M

A X

T

L A

N D

IN

G

/4

R

"M

A X

T

3' - 5 1/2"

M

F E

N C

E

FENCE

4' - 8"

7' - 0"

5' - 5" (+/-)

EXISTING GRADE

0"

EXISTING GRADE

0"

M

TOP OF EXIST PARAPET

17'-5"

SEE STRUC

3' - 4 1/2" CLEAR, REF.

6' HIGH ACCESS GATE

AND FENCE ENCLOSURE

(323113 Fences and Gates)

TOS

14'-11 1/2"

D6

A402

E6

A402

TOP OF LANDING STEEL

18'-7"

APPROX. ROOF EL +/-

15'-8 1/2"

TOS LANDING

7'-3 3/16"

TOP OF INTERMEDIATE LANDING

7'-7"

CONT. TOEBOARD

FIELD WELDED TO

POSTS AT LANDING

TYP

FRP LANDING AND TREADS TYP

SEE STRUCTURE FOR SUPPORT

FRAMING

STAIR ROOF

CONNECTION

SEE STRUCTURE

C L R

NOTE: OPEN STAIR

TREADS TYP. SEE

DTL D6

1' - 0"

D3

A402

EXISTING BLDG FIRST FLOOR

0'-0" +/-

REF., SEE STRUCT

TOP OF CONC

SLAB AT GRADE

AT BASE OF STAIR

0'-0" +/-

REF. SEE STRUCT

REF., SEE STRUCT

EXISTING GRADE

A6

A402

TOP OF LANDING STEEL

18'-7"

TOP OF INTERMEDIATE LANDING

7'-7"

TOP OF CONC DECK

15'-4"

TOP OF CONC SLAB AT GRADE

AT BASE OF STAIR

00'"-0" +/-

REF. SEE STRUCT

FRP TREAD TYP (06

74 13 Fiberglass Reinforced Gratings)

METAL STRINGER

FRP GRATING AT

LANDING TYP

/4

STAIR FRAMING

SEE STRUCTURE

EXISTING GRADE

0"

METAL STRINGER

SEE STRUCTURE

1 1/2" DIA

GUARDRAIL

FRP TREAD TYP

(067413 Fiberglass

Reinforced Gratings)

6' HIGH ACCESS

FENCE

MIN

11"

M A

X

1 1/2" DIA

HANDRAIL

A B

O V

E N

O S

IN

G

G U

A R

D R

A

IL

A B

O V

E N

O S

IN

G

H A

N D

R A

IL

A B

O V

E N

O S

IN

G

IN

T

E R

M E

D

IA

T E

R A

IL

1' - 0"

STAIR BASE

CONNECTION. SEE

STRUCTURE

TOP OF CONC

SLAB AT GRADE

AT BASE OF STAIR

0'-0" +/-

SEE STRUCT

1' - 0"

STL ANGLE SEE

STRUCT

STAIR STRINGER

ROOFING SYSTEM FLASHING NIC

CUT AND REMOVE EXISTING ROOFING SYSTEM AS

REQUIRED TO INSTALL ANGLE. RE-INSTALL ROOFING

SYSTEM COMPONENTS AND PROVIDE A TEMPORARY

WATERTIGHT ROOFING MEMBRANE. PATCH AND

FLASHING PENDING NIC ROOFING WORK.

ROOF WALKING PAD NIC

N

REV. APPROVED

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

REVIEWED BY

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

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KEY NORTH

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THIS DRAWING PRODUCED ON THE XXXXXXXXXXXX REGION AUTOCAD SYSTEM

S N

IS

S

U E

D F

O R

1604158

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

AARON SHAW VANCE WHITESEL

MANAGER. AJW-2W11CPROJECT ENGINEER/ARCHITECT. AJW-2W11C

HONOLULU HIHONOLULU CONTROL FACILITY (HCF)

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

ENGINEERING SERVICES

TERMINAL

August 29, 2022

STAIR TO ROOF

HONOLULU CONTROL FACILITY

HCF ROOF METALWORK

R.SIMMONS

M.KANG

W.STEVENS

HONOLULU CONTROL FACILITY

HONOLULU

H C

F

A T

C T

A

.d w g

HCF - D - ATCT- A402

1/4" = 1'-0"A402

A8 STAIR PLAN

1/4" = 1'-0"A402

A6 STAIR SECTION

1/4" = 1'-0"A402

E8 STAIR ELEVATION

2 0

Scale: 1/2 INCH = 1 FOOT

1" = 1'-0"A402

D6 STAIR SECTION DETAIL

1" = 1'-0"A402

E6 STAIR SECTION DETAIL

A101

GENERAL SHEET NOTES

GRAPHIC SCALE(S)

4 0 4 8

Scale: 1/4 INCH = 1 FOOT

A. PROVIDE AIR TERMINALS ON THE STAIR HANDRAIL TO ENSURE STAIR IS UNDER THE LPS

ZONE OF PROTECTION. PROVIDE CLASS II CONDUCTOR WITH TWO PATHS FROM THE AIR

TERMINALS TO THE EXISTING #4/0 GROUND LOOP AROUND THE BUILDING. CLASS II

CONDUCTORS MUST BE ROUTED ALONG THE SIDE OF THE STAIR. PROVIDE EXOTHERMIC

WELDING FOR UNDERGROUND CONNECTION.

B. PROVIDE BONDING FROM THE STAIR TO THE EXISTING LPS #4/0 GROUND LOOP.

C. VERIFY ALL EXISTING BUILDING DIMENSIONS AND ELEVATIONS SHOWN.

D. VERIFY EXISTING GRADE IN FIELD.

HAWAII

1 0 1 2

Scale: 1 INCH = 1 FOOT

1" = 1'-0"A402

D3 DETAIL AT STAIR CONNECTION

DATE

DESCRIPTION JCN

REDLINE

DATE

APVD

REVIEWED BY

JCN:

REV.

ISSUED BY

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

FOR OFFICIAL USE ONLY

PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552

8 7 6 5 4 3 2 1

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THIS DRAWING PRODUCED ON THE XXXXXXXXXXXX REGION AUTOCAD SYSTEM

S N

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S

U E

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O R

KEY PLAN

BASE BUILDING

ATCT

WEATHER

OBSERVATIONGUARDHOUSE

1604158

SUBMITTED BY APPROVED BY

SUBMITTER'S TITLE APPROVER'S TITLE

DESIGNED BY

DRAWN BY

CHECKED BY

DATE

DRAWING NO.

AARON SHAW VANCE WHITESEL

MANAGER. AJW-2W11CPROJECT ENGINEER/ARCHITECT. AJW-2W11C

HONOLULU HIHONOLULU CONTROL FACILITY (HCF)

ATO - TECHNICAL OPERATIONS WESTERN SERVICE AREA

ENGINEERING SERVICES

TERMINAL

August 29, 2022

PERSPECTIVE VIEWS

HONOLULU CONTROL FACILITY

HCF ROOF METALWORK

R.SIMMONS

M.KANG

W.STEVENS

HONOLULU CONTROL FACILITY

HONOLULU

H C

F

A T

C T

A

.d w g

HCF - D - ATCT- A403

A403

A8 VIEW A

A403

D5 VIEW B

VIEW A

VIEW B

GENERAL NOTES:

1. ELEVATIONS INDICATED ON THE STRUCTURAL DRAWINGS ARE BASED ON AN ASSUMED TOP OF GROUND FLOOR ELEVATION OF 0' - 0''. CONTRACTOR TO VERIFY ELEVATIONS PRIOR

TO START OF WORK.

2. ALL DETAILS, SECTIONS, AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND APPLY TO SIMILAR SITUATIONS, UON.

3. NO CHANGE IN SIZE, DIMENSION OR POSITION OF STRUCTURAL ELEMENTS IS PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE COR.

4. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND/OR SUBMITTING SHOP DRAWINGS. REPORT DISCREPANCIES TO THE COR

BEFORE PROCEEDING WITH THE WORK.

5. COORDINATE SIZE AND LOCATION OF EQUIPMENT SUPPORTS, FOUNDATIONS, AND HOUSEKEEPING PADS WITH THE ACTUAL EQUIPMENT DIMENSIONS PRIOR TO SUBMITTING SHOP

DRAWINGS FOR THESE ELEMENTS.

6. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF OPENINGS, INSERTS, DEPRESSIONS, EQUIPMENT PADS, DRIPS, REVEALS, FINISHES, AND OTHER SUCH PROJECT REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS.

7. PROTECT EXISTING AND NEW UTILITIES, STRUCTURAL MEMBERS, FINISHES, ETC. ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE DURING CONSTRUCTION. RESTORATION OF DAMAGED AREAS WILL BE TO THE SATISFACTION OF THE GOVERNMENT, AT NO COST TO THE GOVERNMENT.

8. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILED INFORMATION REGARDING FINISHES, WATERPROOFING, LOCATIONS OF LOAD BEARING AND NON-LOAD BEARING PARTITIONS, EXTERIOR FACE OF BUILDING, ETC.

9. DO NOT REPRODUCE ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE

REJECTED AND RETURNED.

10. DO NOT SCALE THE DRAWINGS FOR PURPOSES OF OBTAINING DIMENSIONS.

11. MAINTAIN STABILITY OF STRUCTURE AT ALL TIMES DURING CONSTRUCTION, PROVIDING TEMPORARY BRACING, SHORING, ETC. AS REQUIRED. RETAIN A QUALIFIED PROFESSIONAL

OR STRUCTURAL ENGINEER TO DESIGN TEMPORARY SUPPORT SYSTEM.

CODES AND STANDARDS:

THE FOLLOWING CODES AND STANDARDS AS MODIFIED BY THE REFERENCED UFC PUBLICATIONS, INCLUDING ALL SPECIFICATIONS REFERENCED, APPLY TO THE DESIGN AND

CONSTRUCTION OF THIS PROJECT:

1. IBC 2018, INTERNATIONAL BUILDING CODE

2. ASCE 7-16, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES

3. IEBC 2018, INTERNATIONAL EXISTING BUILDING CODE

4. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

5. AISC 360- 16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

6. AWS D1.1-15, STRUCTURAL STEEL WELDING CODE

DESIGN LOADS AND CRITERIA:

1. STAIR LIVE LOAD 100 PSF

2. STAIR RISK CATEGORY II

3. SNOW LOADS

A. GROUND SNOW LOAD, Pg 0 PSF

4. WIND LOADS (STAIR)

A. ULTIMATE WIND SPEED 150 MPH

B. ENCLOSURE CLASSIFICATION OPEN

C. EXPOSURE CATEGORY C

D. DIRECTIONALITY FACTOR, Kd 0.85 E. TOPOGRAPHIC FACTOR, Kzt 1.0

F. INTERNAL PRESSURE COEFFICIENT 0.0

5. SEISMIC LOADS

A. IMPORTANCE FACTOR, Ie 1.0

B. SITE SOIL CLASSIFICATION D

C. SHORT PERIOD SPECTRAL ACCELERATION, Ss 0.57

D. 1-SECOND PERIOD SPECTRAL ACCELERATION, S1 0.164

E. DESIGN SHORT PERIOD ACCELERATION, SDS 0.51

F. DESIGN 1-SECOND PERIOD ACCELERATION, SD1 0.248

G.…