FINAL PLANS CO1433 33.pdf

EWA

CONCOURSE

FIRE

STATION

GAT

E

Upolu Airport

Waimea-Kohala Airport

Hilo International Airport

Kalaupapa Airport Molokai Airport

Kahului Airport

Lanai Airport

Hana Airport

Dillingham Airfield

Lihue Airport

Port Allen Airport

Kapalua Airport

Kalaeloa Airport

Daniel K. Inouye International Airport

Ellison Onizuka Kona International Airport At Keahole

HAWAII

MAUI

KAHOOLAWE

LANAI

MOLOKAI

OAHU

KAUAI

NIIHAU

P a c i f i c O c e a n

P a c i f i c O c e a n

North

South

EastWest

NENW

SESW

AIRPORT VICINITY MAP

PROJECT SITE

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

AT

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

JV JV/AQ JV/EE/MM JD

SHEETSOF

CONSTRUCTION

DOCUMENTS

APRIL 2026

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

PLANS FOR

AT

PROJECT TEAM

ARCHITECTURE:

GHD INC

55 MERCHANT ST

SUITE 1400

HONOLULU, HI 96813

(808) 550-0844

MECHANICAL:

COFFMAN ENGINEERS

745 FORT STREET MALL

SUITE 400

HONOLULU, HI 96813

(808) 687-8884

ELECTRICAL:

COFFMAN ENGINEERS

745 FORT STREET MALL

SUITE 400

HONOLULU, HI 96813

(808) 687-8884

JASON DAVIS

ARCHITECT

NICK ALLDAY

MECHANICAL ENGINEER

JEREMY DOW

ELECTRICAL ENGINEER

DEPARTMENT OF TRANSPORTATION

STATE OF HAWAII

APPROVED:

FOR DIRECTOR OF TRANSPORTATION DATE

STRUCTURAL:

COFFMAN ENGINEERS

745 FORT STREET MALL

SUITE 400

HONOLULU, HI 96813

(808) 687-8884

COLIN T.K. KODAMA

STRUCTURAL ENGINEER

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

G-001

TITLE SHEET

CO1433-33

CBP FIS RENOVATION

2026.04.18

1 61

CBP FIS RENOVATION

PROJECT NO. CO1433-33

CBP FIS RENOVATION

GENERAL ARCHITECTURAL NOTES:

1. DRAWING FORMAT: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PRODUCED

AT DRAWING SCALES THAT RELATE TO THEIR FULL-SIZE FORMAT (22"X34"). ANY

DEVIATIONS TO THIS FORMAT SIZE WILL PRODUCE DRAWINGS OUTSIDE OF THE

SCALE LIMITS INDICATED. DRAWING REPRODUCTIONS AT ANY FORMAT SHOULD

NOT BE SCALED FOR DIMENSIONAL ACCURACY. USE GRAPHIC SCALES

ACCORDINGLY.

2. THE ORGANIZATION OF THESE DRAWINGS IS NOT INTENDED TO CONTROL THE

DIVISION OF WORK AMONG THE SUB-CONTRACTORS. THE DIVISION OF WORK

SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

3. IN CASE OF DIFFERENCE BETWEEN DRAWINGS AND SPECIFICATIONS, THE

SPECIFICATIONS SHALL GOVERN.

4. CONTRACT DOCUMENTS CONSIST OF A COMBINATION OF DRAWINGS AND

SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIREMENTS

CONTAINED THEREIN. SPECIFICATIONS AND DRAWINGS ARE COMPLEMENTARY,

AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL.

PERFORMANCE BY THE GENERAL CONTRACTOR SHALL BE REQUIRED ONLY TO

THE EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY

INFERABLE FROM THEM AS NECESSARY TO PRODUCE THE INTENDED RESULTS.

VARYING LEVEL OF DETAIL BETWEEN DRAWINGS AND SPECIFICATIONS, OR

AMONGST PLANS, ELEVATIONS, SECTIONS, DETAILS, AND SCHEDULES, DOES

NOT CONSTITUTE OMISSION OF INFORMATION, NOR DOES IT RELIEVE THE

GENERAL CONTRACTOR FROM OBLIGATION TO CONTRACT DOCUMENTS.

5. THE INTENT OF THE DRAWINGS IS TO PRODUCE THE INTENDED RESULTS UNDER

RECOGNIZED STANDARDS EVEN IF NOT SHOWN, BUT REASONABLY INFERABLE

THEREFROM. THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED TO

HIM/HER IMMEDIATELY UPON THEIR RECEIPT AND SHALL PROMPTLY NOTIFY THE

DEPARTMENT OF TRANSPORTATION AIRPORTS (DOTA) OF ANY DISCREPANCIES.

LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE

DRAWINGS, AND DETAILS TAKE PRECEDENCE OVER ALL. THE CONTRACTOR

SHALL COMPARE ALL DRAWINGS AND VERIFY THE DETAILS BEFORE LAYOUT OF

THE WORK.

6. THE CONTRACTOR SHALL VERIFY ALL PROJECT-RELATED NEW AND EXISTING

CONDITIONS, DIMENSIONS, PRIOR TO THE COMMENCEMENT OF WORK

PROMPTLY NOTIFY THE DEPARTMENT OF TRANSPORTATION AIRPORTS (DOTA) IN

WRITING OF ANY DISCREPANCIES. FIELD VERIFICATION AND OBSERVATIONS ARE

RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR

IS RESPONSIBLE FOR COORDINATION OF THE FIELD VERIFIED INFORMATION,

CONFIRMATION THAT THE FIELD VERIFIED INFORMATION IS CORRECT, AND

DISTRIBUTED TO THE APPROPRIATE SUBCONTRACTORS, VENDORS, AND THE

DEPARTMENT OF TRANSPORTATION (DOTA).

7. INFORMATION INDICATED ON THESE DRAWINGS HAS BEEN OBTAINED FROM A

LIMITED AMOUNT OF FIELD INVESTIGATION AND AVAILABLE RESOURCES AT THE

TIME THE DRAWINGS WERE PREPARED. THE GENERAL CONTRACTOR SHALL

VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE. THE

CONTRACTOR SHALL NOTIFY THE TECHNICAL REPRESENTATIVE OF THE

CONTRACTING OFFICE OF ANY DISCREPANCIES, OMISSIONS, AND CONFLICTS

BEFORE COMMENCING WORK.

8. ELECTRONIC PLAN DOCUMENTS FOR USE BY THE GENERAL CONTRACTOR FOR

USE ON THIS SPECIFIC PROJECT WILL BE CONDITIONALLY GRANTED THROUGH

PERMISSION OF THE ARCHITECT UPON SIGNED RELEASE.

9. WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL

CODES, REGULATIONS, AND AUTHORITY HAVING JURISDICTION REQUIREMENTS.

10. CONTRACTOR SHALL MAINTAIN CONTINUOUS OPERATION OF EXISTING

FACILITIES UNLESS SPECIFICALLY APPROVED OTHERWISE BY THE APPROVED

STATE REPRESENTATIVE AND AUTHORIZED CBP REPRESENTATIVE.

PROTECTION OF EXISTING CONDITIONS:

1. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES,

COMMUNICATIONS SYSTEMS, AND SECURITY INFRASTRUCTURE FROM DAMAGE

DURING CONSTRUCTION.

2. CONTRACTOR SHALL REPAIR OR REPLACE DAMAGE TO EXISTING FACILITIES

CAUSED BY CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE STATE.

CBP SECURITY REQUIREMENTS:

1. WORK WITHIN AREAS CONTROLLED BY U.S. CUSTOMS AND BORDER PROTECTION

(CBP) SHALL COMPLY WITH ALL APPLICABLE FEDERAL SECURITY

REQUIREMENTS.

2. CONTRACTOR PERSONNEL REQUIRING ACCESS TO RESTRICTED OR STERILE

AREAS SHALL OBTAIN REQUIRED SECURITY CREDENTIALS PRIOR TO

PERFORMING WORK.

3. ACCESS TO SECURE AREAS MAY REQUIRE ESCORT BY AUTHORIZED PERSONNEL

AS DETERMINED BY CBP OR FACILITY SECURITY.

4. CONTRACTOR SHALL MAINTAIN REQUIRED SEPARATION BETWEEN PUBLIC,

STERILE, AND SECURED ZONES AT ALL TIMES DURING CONSTRUCTION

ACTIVITIES.

5. CONTRACTOR SHALL COORDINATE WORK SEQUENCING TO AVOID

INTERFERENCE WITH CBP INSPECTION, SCREENING, AND PROCESSING

OPERATIONS.

6. PHOTOGRAPHY OR RECORDING WITHIN SECURE AREAS IS PROHIBITED UNLESS

AUTHORIZED BY THE AUTHORIZED STATE REPRESENTATIVE AND AUTHORIZED

CBP REPRESENTATIVE.

COORDINATION AND OPERATIONS:

1. CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE

AUTHORIZED STATE REPRESENTATIVE, AUTHORIZED CBP REPRESENTATIVE,

AND FACILITY OPERATIONS TO MINIMIZE OPERATIONAL DISRUPTIONS.

2. CONTRACTOR SHALL SCHEDULE IN ADVANCE ALL UTILITY INTERRUPTIONS,

SYSTEM SHUTDOWNS, OR WORK IMPACTING OPERATIONS AS APPROVED BY THE

AUTHORIZED CBP REPRESENTATIVE.

3. CONTRACTOR SHALL MAINTAIN CLEAR ACCESS TO OPERATIONAL SPACES,

EMERGENCY ROUTES, AND REQUIRED CIRCULATION PATHS AT ALL TIMES.

4. CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS, PROTECTION, AND

SIGNAGE AS REQUIRED TO SAFELY SEPARATE CONSTRUCTION FROM OCCUPIED

SPACES AS APPROVED BY THE AUTHORIZED STATE REPRESENTATIVE.

HAZARDOUS MATERIALS:

1. HAZARDOUS MATERIALS INVESTIGATIONS AND LIMITED SAMPLING ARE

DOCUMENTED IN THE HAZARDOUS MATERIALS REPORT INCLUDED IN THE

PROJECT SPECIFICATIONS. CONTRACTOR SHALL REVIEW AND COMPLY WITH

REPORT FINDINGS AND SPECIFICATIONS REQUIREMENTS.

2. THE HAZARDOUS MATERIALS REPORT REFLECTS CONDITIONS OBSERVED IN

ACCESSIBLE AREAS AT THE TIME OF INVESTIGATION AND NOT INTENDED TO

REPRESENT A COMPREHENSIVE SURVEY OF ALL MATERIALS.

3. IF SUSPECT MATERIALS ARE NOT IDENTIFIED IN THE REPORT ARE

ENCOUNTERED, CONTRACTOR SHALL STOP WORK IN THE AFFECTED AREA AND

NOTIFY THE AUTHORIZED STATE REPRESENTATIVE AND THE DEPARTMENT OF

TRANSPORTATION AIRPORTS ENVIRONMENTAL DIVISION (DOTA AIR-EE).

4. ADDITIONAL SAMPLING OR TESTING SHALL NOT BE PERFORMED WITHOUT PRIOR

WRITTEN AUTHORIZATION FROM TITHE AUTHORIZED STATE REPRESENTATIVE.

SHEET INDEX

SHEET NUMBER SHEET NAME

G-001 TITLE SHEET

G-002 SHEET INDEX

S-001 GENERAL STRUCTURAL NOTES

S-101 EF-8 SUPPORT FRAMING PLANS AND SECTIONS

S-102 EF-9 SUPPORT FRAMING PLANS AND SECTIONS

S-501 CONNECTION DETAILS

A-001 ABBREVIATIONS AND SYMBOLS LEGEND

A-002 ACCESSIBILITY COMPLIANCE AND MOUNTING HEIGHTS

AD101 OVERALL FIRST FLOOR DEMOLITION PLAN

AD102 ENLARGED SECOND FLOOR DEMOLITION PLAN - CBP

AD111 OVERALL FIRST FLOOR DEMOLITION REFLECTED CEILING PLAN

AD112 ENLARGED FIRST FLOOR DEMOLITION RCP - CBP

AD113 ENLARGED FIRST FLOOR DEMOLITION RCP - EXTERIOR

AD121 DEMOLITION ROOF PLAN

A-101 OVERALL FIRST FLOOR PLAN

A-102 OVERALL SECOND FLOOR PLAN

A-103 ENLARGED FLOOR PLAN - CBP

A-104 ENLARGED FLOOR PLAN - CBP FLOORING

A-105 ENLARGED FLOOR PLAN - CBP SECURITY PLAN

A-106 ENLARGED FLOOR PLAN - SECOND FLOOR ENTRY

A-111 OVERALL FIRST FLOOR REFLECTED CEILING PLAN

A-112 ENLARGED REFLECTED CEILING PLAN - CBP

A-113 ENLARGED REFLECTED CEILING PLAN - EXTERIOR

A-121 ROOF PLAN

A-301 SECTIONS

A-302 SECTIONS

A-401 PARTITION TYPES

A-402 WALL SECTIONS

A-403 INTERIOR ELEVATIONS

A-404 INTERIOR ELEVATIONS

A-405 INTERIOR ELEVATIONS

A-406 INTERIOR ELEVATIONS

A-407 INTERIOR ELEVATIONS

A-501 DETAILS

A-502 CEILING DETAILS

A-503 STOREFRONT AND DOOR DETAILS

A-504 CASEWORK DETAILS

A-601 FINISH SCHEDULES

A-602 DOOR, STOREFRONT, AND FRAMED ACRYLIC PARTITION SCHEDULE

A-603 SIGNAGE SCHEDULE AND MOUNTING HEIGHTS

A-604 FURNITURE & EQUIPMENT PLAN AND FURNITURE SCHEDULE

A-901 CBP SECONDARY SCREENING

M-001 MECHANICAL LEGEND, ABBREVIATION AND NOTES

MD101 1ST FLOOR MECHANICAL DEMO PLAN

MD102 ROOF MECHANICAL DEMO PLAN

M-101 1ST FLOOR MECHANICAL PLAN

M-102 ROOF MECHANICAL PLAN

M-601 MECHANICAL EQUIPMENT SCHEDULES AND DETAILS

E-001 ABBREVIATIONS, SYMBOLS LEGEND, AND SCHEDULES

E-010 ELECTRICAL NOTES

ED101 OVERALL 1ST FLOOR DEMOLITION PLAN

ED401 1ST FLOOR DEMOLITION FLOOR PLAN

ED402 ENLARGED ROOF DEMOLITION PLAN

ED403 1ST FLOOR DEMOLITION REFLECTED CEILING PLAN

E-101 OVERALL 1ST FLOOR PLAN

E-102 OVERALL 2ND FLOOR PLAN

E-103 OVERALL ROOF PLAN

E-401 ENLARGED POWER AND SIGNAL PLAN

E-402 ENLARGED PLANS

E-403 ENLARGED REFLECTED CEILING PLAN

E-701 PANEL SCHEDULES

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

AT

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/JV JV/EE/MM JD

SHEETSOF

CONSTRUCTION

DOCUMENTS

APRIL 2026

G-002

SHEET INDEX

CO1433-33

CBP FIS RENOVATION

2026.04.18

2 61

SCOPE OF WORK STATEMENT

DESIGN INTENT IS TO RELOCATE CUSTOMS AND BORDER PROTECTION (CBP) SECURED

SECONDARY SCREENING TO THE GROUND FLOOR.

PROJECT SCOPE FOR CBP SECONDARY SCREENING IS TO CONSOLIDATE CBP'S WORK

AREA WITHIN A SECURED AREA ON THE GROUND FLOOR. WORK AREA WILL INCLUDE CBP

HOLDING ROOM, INTERVIEW COUNTERS, INTERVIEW ROOMS,AND RE-PURPOSING

EXISTING ROOMS. EXISTING ROOMS THAT WILL BE RE-PURPOSED MAY HAVE SOME

RECONSTRUCTION TO MEET SECURITY REQUIREMENTS. THIS PROJECT WILL PROVIDE

AND INSTALL FURNITURE AND EQUIPMENT AS INDICATED.

RENOVATIONS INVOLVE REMOVAL AND REPLACEMENT OF CEILING SYSTEMS, FLOORING,

DOORS, WALLS, INTERIOR LIGHTING, AND ELECTRICAL AND MECHANICAL EQUIPMENT.

EMERGENCY EGRESS WILL BE INCLUDED AND SHALL BE APPROVED BY DOTA FIRE

MARSHAL PRIOR TO CONSTRUCTION. GROUND FLOOR IT ROOM WILL BE INCLUDED IN

SCOPE OF WORK TO ENSURE PROPER CABLING FOR TELECOMMUNICATIONS IS

PROVIDED AS REQUIRED.

MECHANICAL TO PROVIDE NEW EQUIPMENT, DUCTS, AND PIPING AS REQUIRED FOR

INTERVIEW ROOM EXHAUST REQUIREMENTS. PROVIDE ELECTRICAL CONNECTIONS FOR

EQUIPMENT, NEW INTERIOR LIGHTING AND ASSOCIATED CONDUIT BACK TO EXISTING

PANELS.

PROVIDE REQUIRED FURNITURE AND EQUIPMENT AS INDICATED TO SUPPORT CBP

OPERATIONS WITHIN THE SECONDARY SCREENING AREA.

NOTE: ALL SECURITY EQUIPMENT (INCLUDING CCTV CAMERAS, MICROPHONES, DURESS

ALARMS AND RECEIVERS, FURNITURE, OCCUPANCY SENSORS, AND RELATED DEVICES)

SHALL BE SUBMITTED TO THE CBP REPRESENTATIVE FOR REVIEW AND FINAL APPROVAL.

ALL EQUIPMENT SHALL COMPLY WITH ATDS REQUIREMENTS PRIOR TO PROCUREMENT

AND INSTALLATION.

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

GENERAL STRUCTURAL NOTES:

STRUCTURAL STEEL:

1. THE CONTRACTOR MUST VERIFY ALL FIELD DIMENSIONS AND CONDITIONS PRIOR TO

STARTING WORK. ALL DISCREPANCIES SHALL BE PROMPTLY REPORTED TO THE

ENGINEER.

2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING

DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT OR STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK SO

INVOLVED.

3. ALL WORK SHALL CONFORM TO THE IBC 2018 AS AMENDED AND ADOPTED BY THE

STATE OF HAWAII.

4. STRUCTURAL DRAWINGS WHERE INDICATED HAVE BEEN DRAWN TO APPROXIMATE

SCALE. UNLESS DRAWING SPECIFICALLY PROVIDES A DIMENSION, THE CONTRACTOR

SHALL NOT USE OR SCALE STRUCTURAL DRAWINGS TO DETERMINE DIMENSIONS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING. THE CONTRACTOR

SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING FOR ALL

STRUCTURAL MEMBERS AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING

ALL PHASES OF CONSTRUCTION.

1. ALL STEEL WORK MUST CONFORM TO AISC 360, "SPECIFICATION FOR STRUCTURAL

STEEL BUILDINGS" AS PUBLISHED BY THE AISC.

2. ALL STRUCTURAL WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-992.

3. STEEL PIPE MUST CONFORM TO ASTM A53, GRADE B. ALL PIPE DIAMETERS NOTED ON

DRAWINGS ARE NOMINAL.

4. OTHER SHAPES AND PLATES MUST CONFORM TO ASTM A-36.

5. ALL WELDS MUST CONFORM AWS D1.1, "STRUCTURAL WELDING CODE-STEEL" OF THE

AMERICAN WELDING SOCIETY AND BE DONE BY CERTIFIED WELDERS.

6. UNLESS NOTED OTHERWISE, ALL BOLTED CONNECTIONS MUST BE MADE WITH ASTM

A325 BOLTS.

7. HOT-DIP GALVANIZE ALL STEEL SHAPES, PLATES AND BOLTS AFTER FABRICATION,

GALVANIZING MUST BE IN ACCORDANCE WITH ASTM A123. TOUCH UP FIELD WELDS

WITH ZINC-RICH PAINT.

8. PRIOR TO FABRICATION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR

REVIEW. DO NOT BEGIN FABRICATION UNTIL AFTER THE STRUCTURAL ENGINEER HAS

REVIEWED THE SUBMITTAL.

9. DUE TO THE NATURE OF THE WORK, WELDS NOTED ON THE DRAWINGS MAY BE SHOP

OR FIELD WELDS, AT THE CONTRACTORS PREFERENCE.

DESIGN CRITERIA:

1. LIVE LOADS:

ROOF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF

2. RISK CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . III

3. WIND DESIGN DATA:

BASIC WIND SPEED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150 MPH NOMINAL WIND SPEED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 116 MPH

EXPOSURE CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . . . . . C

TOPOGRAPHIC FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.0

INTERNAL PRESSURE COEFFICIENT . . . . . . . . . . . . . . . . . . 0.18

2. EARTHQUAKE LOAD CRITERIA:

IMPORTANCE FACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.25

MAPPED SPECTRAL ACCELERATIONS . . . . . . . . . . . . . . . . .SS=0.57, S1=0.164

SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D (DEFAULT)

DESIGN SPECTRAL ACCELERATION PARAMETERS . . . . . .SDS=0.511, SD1=0.248

SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . . . . . . D

AB ANCHOR BOLT

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

ALT ALTERNATE, ALTERNATING

ARCH ARCHITECTURAL OR ARCHITECT

ASTM AMERICAN SOCIETY OF TESTING

MATERIALS

BAL BALANCE

BLDG BUILDING

BLKG BLOCKING

BLW BELOW

BM BEAM

BOT BOTTOM

BRG BEARING

BP BRACE POINT

BS BOTH SIDES

BTWN BETWEEN

C CHANNEL

CANT CANTILEVER

CFS COLD FORMED STEEL

CIP CAST-IN-PLACE

CJ CONSTRUCTION, CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECT, CONNECTION

CONT CONTINUOUS

CTR CENTER, CENTERED

DBL DOUBLE

DEG, ° DEGREE

DEMO DEMOLITION

DET DETAIL

DIA, Ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIST DISTANCE

DL DEAD LOAD

DN DOWN

DWG DRAWING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV, EL ELEVATION

EMBED EMBEDMENT, EMBEDDED

EQ EQUAL

EQUIP EQUPMENT

ES EACH SIDE

EW EACH WAY

EXP EXPANSION

EXST, (E) EXISTING

EXT EXTERIOR

FFE FINISH FLOOR ELEVATION

FIN FINISH, FINISHED

FLG FLANGE

FLR FLOOR

FOC FACE OF CONCRETE

FP FULL PENETRATION

FT FOOT, FEET

FTG FOOTING

GA GAGE, GAUGE

GALV GALVANIZE, GALVANIZED

GB GRADE BEAM

GL GRIDLINE

GYP BD GYPSUM BOARD

HDR HEADER

HORIZ HORIZONTAL

HS HIGH STRENGTH

HSB HIGH STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HVAC HEATING, VENTILATION AND AIR

CONDITIONING

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCHES

INFO INFORMATION

INT INTERIOR

JT JOINT

KIP 1000 POUNDS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L ANGLE, LENGTH

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OH OPPOSITE HAND

OL OUTSIDE LAYER

OPNG OPENING

OPP OPPOSITE

PL PLATE

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PUR PURLINS

R OR RAD RADIUS

RD ROOF DRAIN

REINF REINFORCEMENT, REINFORCING

REQD REQUIRED

SCHED SCHEDULE

SECT SECTION

SHT SHEET

SIM SIMILAR

SMRF SPECIAL MOMENT RESISTING FRAME

SOG SLAB-ON-GRADE

SP SPACE, SPACES

SPECS SPECIFICATION, SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

TEMP TEMPERATURE STEEL REINFORCEMENT

THK THICK, THICKNESS

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF SLAB, TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

W WIDE, WIDTH

WF WIDE FLANGE

WJ WALL JOINT

WP WORK POINT

WT WEIGHT

SPECIAL INSPECTION:

1. SPECIAL INSPECTION MUST BE PROVIDED IN ACCORDANCE WITH IBC

CHAPTER 17 FOR THE FOLLOWING ITEMS:

STEEL

MATERIAL VERIFICATION

HIGH-STRENGTH BOLTING - BEARING CONNECTIONS

WELDING - FIELD WELDS

2. CONTRACTOR MUST NOTIFY THE SPECIAL INSPECTOR WHEN ITEMS

REQUIRING INSPECTION ARE READY FOR INSPECTION. DO NOT

CONCEAL WORK UNTIL INSPECTIONS HAVE BEEN COMPLETED AND

REMEDIAL WORK COMPLETED.

3. THE OWNER MUST HIRE THE SPECIAL INSPECTOR. DOCUMENTING

INSPECTIONS AND FINAL REPORTING MUST CONFORM TO THE

REQUIREMENTS OF IBC CHAPTER 17.

ABBREVIATIONS:

STATE OF HAWAII

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

DEPARTMENT OF TRANSPORTATION

AIRPORTS

CONSTRUCTION

DOCUMENTS

APRIL 2026

CBP FIS RENOVATION

CO1433-33

2026.04.18

P:

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This work was prepared by me or under my supervision.

DANIEL K. INOUYE INTERNATIONAL AIRPORT

AT

HONOLULU, OAHU, HAWAII

GENERAL

STRUCTURAL

NOTES

3 OF 61 SHEETS

S-001

Licensed Expiration Date 04/30/2028

CBP FIS RENOVATION

GENERAL

STRUCTURAL

NOTES

1' -0

A S-101

EF-8 SUPPORT-TOP FRAMING PLAN

SCALE: 3/4" = 1'-0"

SPRING ISOLATORS

SHOWN DASHED

S-101

S-101

CENTERLINE OF SPRING

ISOLATORS AND PIPE

POSTS BELOW, TYP

B S-101

EF-8 SUPPORT-ROOF LEVEL FRAMING PLAN

SCALE: 3/4" = 1'-0"

VE

R

IF

Y

S-101

S-101

VERIFY

CENTERLINE OF PIPE

POSTS AND SPRING

ISOLATORS ABOVE, TYP

(E) BOX TRUSS

TOP CHORD

(E) BOX TRUSS

TOP CHORD

S-101

EF-8 SUPPORT FRAME SECTION

SCALE: 3/4" = 1'-0"

W 8x

W 8x

PIPE 2 1/2 STD

POST TYP

W8x15 W8x15

(E) BOX TRUSS

BOT CHORD

(E) BOX TRUSS

TOP CHORD

REMOVE (E) STEEL

ROOF DECK AS

REQUIRED TO DO THE

WORK. REPLACE WITH

1 1/2" x 20 GAGE

STEEL ROOF DECK

S-101

EF-8 SUPPORT FRAME SECTION

SCALE: 3/4" = 1'-0"

REMOVE (E) STEEL ROOF

DECK AS REQUIRED TO DO

THE WORK. REPLACE

WITH 1 1/2" x 20 GAGE

STEEL ROOF DECK

(E) STEEL ROOF

DECKING

(E) BOX TRUSS(E) BOX TRUSS

W8x15

W6x12

W6x12

W 6x

W 6x

VE

R

IF

Y

6" TY

P

VERIFY

1' -0

VERIFY

SPRING ISOLATORS,

SEE MECH

W6x15

PIPE 2 1/2 STD

POST TYP

W6x12 W6x12

6" 6"

PIPE 2 1/2 STD

POST TYP

SPRING ISOLATORS,

SEE MECH, TYP

PIPE 2 1/2 STD

POST, TYP

VERIFY

W6x12

W6x15

W6x15

L4x4x1/4L4x4x1/4 L4x4x1/4 L4x4x1/4

S-101

S-101

NOTE:

SEE MECHANICAL PLANS FOR

LOCATION OF EXHAUST FAN

EF-8.

S-101

TYP CONNECTION DETAIL

SCALE: 3" = 1'-0"

1/4

1/4

W8x

PIPE 2 1/2

STD

1 1/4" 1 1/2" 1/2"

1 1/4"

1 1/4"

2"

(2) 5/8" DIA

BOLTS

1/4" PLATE

3/16

W6x

S-101

TYP CONNECTION DETAIL

SCALE: 3" = 1'-0"

W8x

(E) BOX TRUSS TOP

CHORD (L4x3x1/4)

L4x4x1/4

(E) BOX TRUSS

WEB (L2x2x1/4)

BOTH SIDES

OF LEG 1/4

TOP & BOT

OF WEB TO

ANGLE LEG

1/4

BOTH SIDES

OF LEG 1/4

COPE LEG OF ANGLE

5"

3"COPE TOP

AND BOT

FLANGES

W6x

STATE OF HAWAII

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

DEPARTMENT OF TRANSPORTATION

AIRPORTS

CONSTRUCTION

DOCUMENTS

APRIL 2026

CBP FIS RENOVATION

CO1433-33

2026.04.18

P:

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\2

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.0 D

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S\ S\

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-1

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This work was prepared by me or under my supervision.

DANIEL K. INOUYE INTERNATIONAL AIRPORT

AT

HONOLULU, OAHU, HAWAII

EF-8 SUPPORT

FRAMING PLANS AND

SECTIONS

4 OF 61 SHEETS

S-101

EF-8 SUPPORT

FRAMING PLANS AND

SECTIONS

4 OF 61 SHEETS

S-101

3"=1'-0" 12"6"0 3" 9"

41 20 3/4"=1'-0"

Licensed Expiration Date 04/30/2028

CBP FIS RENOVATION

EF-8 SUPPORT

FRAMING PLANS AND

SECTIONS

EF-8 SUPPORT

FRAMING PLANS AND

SECTIONS

VE

R

IF

Y

1' -0

A S-102

EF-9 SUPPORT-TOP FRAMING PLAN

SCALE: 3/4" = 1'-0"

W6x15

W6x15

W 6x

W 6x

E27

E27

E27

SPRING

ISOLATORS

SHOWN DASHED

S-102

S-102

VERIFY 6"

TYP

CENTERLINE OF

SPRING

ISOLATORS AND

PIPE POSTS

BELOW, TYP

B S-102

EF-9 SUPPORT-ROOF LEVEL FRAMING PLAN

SCALE: 3/4" = 1'-0"

VE

R

IF

Y

S-102

S-102

VERIFY

CENTERLINE OF

PIPE POSTS AND

SPRING

ISOLATORS

ABOVE, TYP

(E) BOX TRUSS

TOP CHORD

(E) BOX TRUSS

TOP CHORD

S-102

EF-9 SUPPORT FRAME SECTION

SCALE: 3/4" = 1'-0"

W 8x

W 8x

VERIFY VERIFY

SPRING ISOLATORS,

SEE MECH

PIPE 2 1/2 STD

POST TYP

W6x15

PIPE 2 1/2 STD

POST TYP

W8x15 W8x15

W6x12

W6x12

(E) BOX TRUSS

BOT CHORD

(E) BOX TRUSS

TOP CHORD

REMOVE (E) STEEL

ROOF DECK AS

REQUIRED TO DO THE

WORK. REPLACE WITH

1 1/2" x 20 GAGE

STEEL ROOF DECK 1'

-0

S-102

EF-9 SUPPORT FRAME SECTION

SCALE: 3/4" = 1'-0"

REMOVE (E) STEEL

ROOF DECK AS

REQUIRED TO DO THE

WORK. REPLACE WITH

1 1/2" x 20 GAGE

STEEL ROOF DECK (E) STEEL ROOF

DECKING

(E) BOX TRUSS(E) BOX TRUSS

W8x15

SPRING ISOLATORS,

SEE MECH

PIPE 2 1/2 STD

POST TYP

E

VERIFY

W6x12

W6x15

VERIFY

W6x15

L4x4x1/4 L4x4x1/4L4x4x1/4

L4x4x1/4

S-101

S-101 SIM

NOTE:

SEE MECHANICAL PLANS

FOR LOCATION OF

EXHAUST FAN EF-9.

STATE OF HAWAII

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

DEPARTMENT OF TRANSPORTATION

AIRPORTS

CONSTRUCTION

DOCUMENTS

APRIL 2026

CBP FIS RENOVATION

CO1433-33

2026.04.18

P:

\H

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\2 5J

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\2

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BP

F

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O \0

.0 D

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S\ S\

_S

-1

.D W

G

This work was prepared by me or under my supervision.

DANIEL K. INOUYE INTERNATIONAL AIRPORT

AT

HONOLULU, OAHU, HAWAII

EF-9 SUPPORT

FRAMING PLANS AND

SECTIONS

5 OF 61 SHEETS

S-102

EF-9 SUPPORT

FRAMING PLANS AND

SECTIONS

5 OF 61 SHEETS

S-10241 20

3/4"=1'-0"

Licensed Expiration Date 04/30/2028

CBP FIS RENOVATION

EF-9 SUPPORT

FRAMING PLANS AND

SECTIONS

EF-9 SUPPORT

FRAMING PLANS AND

SECTIONS

UNISTRUT P3000

HDG CHANNEL OR

EQUAL AT TOP AND

BOT OF DUCT

PIPE 2 STD

(E) STEEL DECK

(E) BOX TRUSS

(E) BOX TRUSS

TOP CHORD

(L4x3x1/4)

(E) BOX TRUSS

TOP CHORD

(L4x3x1/4)

1' -0

" M

IN

PIPE 2 STD

VE

R

IF

Y

CONDITION WITH DUCTS PARALLEL TO THE (E) BOX TRUSS CONDITION WITH DUCTS PERPENDICULAR TO THE (E) BOX TRUSS

1/4TYP

UNISTRUT P3000

HDG CHANNEL OR

EQUAL AT TOP

AND BOT OF DUCT

PIPE 2 STD

(E) STEEL DECK

REMOVE AND REPLACE AS

REQ'D TO INSTALL THE

PIPES.

(E) BOX TRUSS

TOP CHORD

(L4x3x1/4)

1' -0

" M

IN

PIPE 2 STD

VE

R

IF

Y

1/4TYP

VERIFY

3/8" DIA U-BOLT, TYP

1/8" CAP PLATE, TYP

3/8" DIA U-BOLT, TYP

1/8" CAP PLATE, TYP

1 1/2"

TYP

REMOVE AND

REPLACE AS REQ'D

TO INSTALL THE

PIPES, TYP

S-501

TYPICAL DUCT SUPPORT FRAMING

NOT TO SCALE

NOTE:

SEE MECHANICAL DRAWINGS FOR

APPROXIMATE LOCATIONS OF DUCT

SUPPORTS. ADJUST LOCATIONS AS

NEEDED TO ALIGN POSTS WITH

EXISTING BOX TRUSS TOP CHORD.

1/4

1' -0

(E) STEEL ROOF

DECKING

PIPE 1 STD

(E) L4x3x1/4 BOX

TRUSS TOP CHORD

1/8" CAP PLATE WITH

HALF-CIRCLE FROM

1/8" DIA STEEL BAR

WELDED TO PIPE

WELD TRHOUGH

(E) DECK

30-DEG MIN, 50-DEG

MAX, BOTH HORZ AND

VERT

1/8" DIA, TYPE 316 SS AIRCRAFT

CABLE. PROVIDE CRIMPS,

TURNBUCKLES, THIMBLE AND

OTHER ACCESSORIES NEEDED TO

INSTALL THE GUY TAUT WITHOUT

OVER TIGHTENING

NOTE:

1. SEE MECHANICAL DRAWINGS FOR

LOCATION OF EXHAUST FAN WITH

STACK.

2. AIRCRAFT WIRE AND ALL THE

COMPONENTS OF THE GUY MUST BE

TYPE 316 STAINLESS STEEL.

3. FOUR GUY WIRES REQUIRED AT EACH

STACK.

S-501

TYP GUY WIRE CONNECTION DETAIL

SCALE: 3" = 1'-0"

STATE OF HAWAII

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

DEPARTMENT OF TRANSPORTATION

AIRPORTS

CONSTRUCTION

DOCUMENTS

APRIL 2026

CBP FIS RENOVATION

CO1433-33

2026.04.18

P:

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\2 5J

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\2

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This work was prepared by me or under my supervision.

DANIEL K. INOUYE INTERNATIONAL AIRPORT

AT

HONOLULU, OAHU, HAWAII

CONNECTION DETAILS

6 OF 61 SHEETS

S-501

CONNECTION DETAILS

6 OF 61 SHEETS

S-501

3"=1'-0" 12"6"0 3" 9"

Licensed Expiration Date 04/30/2028

CONNECTION DETAILSCONNECTION DETAILS

SYMBOLS LEGEND

ROOM DESIGNATION WALL TYPE

DOOR DESIGNATION GRIDLINE

SIGNAGE DESIGNATION

EXTERIOR ELEVATION DESIGNATION

WINDOW / LOUVER DESIGNATION

DETAIL DESIGNATION

REVISION DESIGNATION

BUILDING SECTION DESIGNATION

PLAN KEYNOTE

INTERIOR ELEVATION DESIGNATION

BREAK LINE

MATCHLINE

NORTH ARROW / PLAN NORTH

DATUM DESIGNATION

TITLE DESIGNATION

XX

XX

1 VIEW NAME 1

A101

SHT_NO

DET_NO

A101

X'XX" AFF CEILING HEIGHT DESIGNATION

XXXX

RM NO

ROOM NAME

XXXX

FURNITURE DESIGNATION

XXx

WALL SECTION DESIGNATION

XX

DET_NO

SHT_NO

SIM

LEVEL NAME

ELEVATION

GRAPHIC SCALE

1t

PLAN

NORTH

DET_NO

SHT_NO

SIM

DET_NO

SHT_NO

SIM

DET_NO

SHT_NO

SIM

DETAIL SECTION DESIGNATION

ABBREVIATIONS LEGEND

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTADIENE STYRENE

ABV ABOVE

A/C AIR CONDITIONING

AC ASPHALTIC CONCRETE

ACP ACOUSTICAL CEILING PANEL

AD AREA DRAIN

ADDL ADDITIONAL

ADF ACCESSIBLE DRINKING FOUNTAIN

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AFS ABOVE FINISH SLAB

AGGR AGGREGATE

ALUM ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

A

B

BBQ BARBEQUE

BD BOARD

BFF BELOW FINISH FLOOR

BKBD BACK BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOD BOTTOM OF DECK

BOT F BOTTOM FACE

BOT BOTTOM

BR BEDROOM

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CFCI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CG CORNER GUARD

CMPST COMPOSITE

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUE/CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COP COPPER

CORR CORRIDOR

CPT CARPET

CSK COUNTERSINK

CT CERAMIC TILE

CTR CENTER

CUH CABINET UNIT HEATER

CULT CULTURED

CW COLD WATER PIPING

D

D DEEP/DEPTH

DBL DOUBLE

DEG DEGREE

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DSP DRY STANDPIPE

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E

E EAST

EA EACH

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EPB ELECTRICAL PANEL BOARD

EPDM ETHYLENE PROPYLENE DIENE MONOMER

ES EACH SIDE

EQ EQUAL

EQUIP EQUIPMENT

EOS EDGE OF SLAB

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

(E) EXISTING

F FAHRENHEIT

FA FIRE ALARM

FAB FABRICATE

FB FLAT BAR

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF & E FURNITURE, FIXTURES AND

EQUIPMENT

FGL FIBERGLASS

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FLR SK FLOOR SINK

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FOW FACE OF WALL

FP FIRE PROOF

FR FRAME

FRP FIBERGLASS REINFORCED

PLASTIC

FRT FIRE RETARDANT

FRZ FREEZER

FT FEET

FTD FACIAL TISSUE DISPENSER

FTG FOOTING

FURG FURRING

FUT FUTURE

G NATURAL GAS

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GEN GENERAL

GFGI GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

GFRG GLASSFIBER REINFORCED GYPSUM

GFRC GLASSFIBER REINFORCED CONCRETE

GL GLASS/GLAZING

GLU LAM GLUE LAMINATED WOOD

GPM GALLONS PER MINUTE

GRAN GRANITE

GSB GYPSUM SHEATHING BOARD

GTV GATE VALVE

GWT GLAZED WALL TILE

GYP GYPSUM

GWB GYPSUM WALL BOARD

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HCP HANDICAPPED

HD HEAD

HDBD HARDBOARD

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HS HAND SINK

HT HEIGHT

HVAC HEATING, VENTILATION AND

AIR CONDITIONING

HW HOT WATER

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

F

G

H

I

ID INSIDE DIAMETER

INCL INCLUDED

IMP INSULATED METAL PANEL

IN INCH

INFO INFORMATION

INSUL INSULATION/INSULATED

INT INTERIOR

INV INVERT

J-BOX JUNCTION BOX

JAN JANITOR

JST JOIST

JT JOINT

KD KNOCK DOWN

KIT KITCHEN

KO KNOCK-OUT

KW KILOWATT

KWH KILOWATT HOUR

L LENGTH

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LB POUND

LBF/SF POUNDS PER SQUARE FOOT

LDG LANDING

LF LINEAR FOOT

LH LEFT HAND

LKR LOCKER

LLV LONG LEG VERTICAL

LOC LOCATION

LT LIGHT

LR LIVING ROOM

LVR LOUVER

M METER

M2 SQUARE METER

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBR MASTER BEDROOM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MI MIRROR

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOULDING

MM MILLIMETER

MO MASONRY OPENING

MOD MODULE

MP METAL PANEL

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

MTG MOUNTING

MULL MULLION

MUN MUNTIN

MW MICROWAVE

N NORTH

NFS NON-FROST SUSCEPTIBLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED / CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED / OWNER INSTALLED

OFD OVERFLOW DRAIN

OH OVER HANG

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OVHD OVER HEAD

J

K

L

M

N

O

P

PA PUBLIC ACCESS

PC PIECE

PCC PRECAST CONCRETE

PEND PENDANT

PERIM PERIMETER

PH PENTHOUSE

PLAS PLASTER

PLBG PLUMBING

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PROP PROPERTY

PREFAB PREFABRICATE

PT PAINT

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QT QUARRY TILE

R RISER

R RADIUS

RA RETURN AIR

RB RUBBER BASE

RB HK ROBE HOOK

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REF REFRIGERATOR

REFL REFLECTED

REG REGISTER

REINF REINFORCE

RECS RECOMMENDATIONS

REQD REQUIRED

RESIL RESILIENT

REST REST ROOM

REV REVISION

RTF RUBBER TILE FLOOR

RFG ROOFING

RLG RAILING

RH RIGHT HAND

RND ROUND

RM ROOM

RO ROUGH OPENING

RWL RAIN WATER LEADER

S SOUTH

SA SUPPLY AIR

SAB SOUND ATTENUATION BLANKET

SB SPLASH BLOCK

SC SOLID CORE

SCHED SCHEDULE

SCD SEAT COVER DISPENSER

SCP SCUPPER

SCR SHOWER CURTAIN ROD

SCRN SCREEN

SD SMOKE DETECTOR

SECT SECTION

SED SEE ELECTRICAL DRAWINGS

SF SQUARE FEET

SFNT STOREFRONT

SHT SHEET

SHR SHOWER

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SL SLOPE

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SND SANITARY NAPKIN DISPENSER

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPC SPACING

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SQ SQUARE

SSD SEE STRUCTURAL DRAWINGS

SST STAINLESS STEEL

SMD SEE MECHANICAL DRAWINGS

SMLS SEAMLESS

SS SOLID SURFACE

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

SURR SURROUND

SUSP SUSPENDED

SVCE SERVICE

SW SWITCH

SYMM SYMMETRICAL

SYS SYSTEM

Q

R

S

T

T TREAD

TB TOWEL BAR

TBD TO BE DETERMINED

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

T&G TONGUE AND GROOVE

THRES THRESHOLD

THRU THROUGH

THK THICKNESS

TK BD TACK BOARD

TMPD TEMPERED

TOC TOP OF CURB

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TS TUBE STEEL

TSH TOWEL SHELF

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

TLT TOILET

UBC UNIFORM BUILDING CODE

UC UNDERCUT

UNGD UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS OTHERWISE NOTED

UR URINAL

VAR VARIES

VB VALVE BOX

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VOL VOLUME

VP VENEER PLASTER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WIDE

W/ WITH

WC WALL COVERING

WCLR WATER COOLER

WD WOOD

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER

W/O WITHOUT

WP WATERPROOF / WATERPROOFING

WR WATER REPELLENT

WSCT WAINSCOT

WSP WET STAND PIPE

WT WEIGHT

WWF WELDED WIRE FABRIC

U

V

W

MATERIALS LEGEND

CONCRETESAND, MORTAR, PLASTER,

TILE, BACKER BOARD

EARTH (UNCLASSIFIED FILL)

CLASSIFIED COMPACTED

FILL

EARTH (UNDISTURBED)

CMU

INSULATION - RIGID BOARD

WOOD - FINISHED, TRIM

GYPSUM BOARD

PLYWOOD

INSULATION - BATT

ACOUSTIC CEILING PANEL

STEEL

ALUMINUM

GLAZING, GLASS

CARPET

FLOORING - CERAMIC TILE

OR RESILIENT

DEMOLITION EXISTING (TO REMAIN)

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

AT

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/JV JV/EE/MM JD

SHEETSOF

CONSTRUCTION

DOCUMENTS

APRIL 2026

A-001

ABBREVIATIONS AND

SYMBOLS LEGEND

CO1433-33

CBP FIS RENOVATION

2026.04.18

7 61

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

FIG. 404.2.4.1

MANEUVERING CLEARANCE AT SWINGING DOORS

(B) FRONT APPROACH, PUSH SIDE (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PULL SIDE (E) HINGE APPROACH, PUSH SIDE (G) LATCH APPROACH, PUSH SIDE(F) LATCH APPROACH, PULL SIDE

FIG. 404.2.4.2

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS

(A) FRONT APPROACH (B) POCKET OR HINGE APPROACH (C) STOP OR LATCH APPROACH

FIG. 404.2.6

TWO DOORS IN A SERIES

(A) (B)

(1

0)

(1

5)

(1

5)

(610)

(1370)

(A) FRONT APPROACH, PULL SIDE

DOORS AND DOORWAYS

48" MIN. 48" MIN.54" MIN.

M

IN

"M

IN

M

IN

24" MIN.

(A) CIRCULAR (B) T-SHAPED

(A) FORWARD (B) PARALLEL

FIG. 304.3

SIZE OF WHEELCHAIR TURNING SPACE

FIG. 405.5

POSITION OF CLEAR FLOOR OR GROUND SPACE

(1525) (1525)

(305) (915) (305)

(760) (1220)

(9

(1

5)

(7

(1

0)

(A) FORWARD APPROACH (B) PARALLEL APPROACH

FIG. 305.7

MANEUVERING CLEARANCE IN AN ALCOVE

(915) (1525)

(1

0) (7

(X

(X

CLEAR FLOOR SPACE

60" MIN. 60" MIN.

M

IN

48" MIN.

M

IN

30" MIN.

M

IN

M

IN

12" MIN. 36" MIN. 12" MIN.

M

IN

36" MIN. 60" MIN.

M

IN

X

5"

X

4"

(3

(1

0)

FIG. 308.2.1

UNOBSTRUCTED FORWARD REACH

FIG. 308.2.2

OBSTRUCTED HIGH FORWARD REACH

(1

0)

(510) (510-635)

(1

0)

(1

0)

(255)

FIG. 308.3.1

UNOBSTRUCTED SIDE REACH

FIG. 308.3.2

OBSTRUCTED HIGH SIDE REACH

(610)

(1

0)

REACH RANGES

M

IN

M A

X

M A

X

20" MAX.

M A

X

(1

0)

20" - 25"

M A

X

M A

X

10" MAX.

M A

X

24" MAX.

FIG. 602.5

DRINKING FOUNTAIN SPOUT LOCATION

(A) PARALLEL APPROACH (B) FORWARD APPROACH

(380)(125)

(90)

FIG. 609.3

SPACING OF GRAB BARS

(38)

(3

15" max.5" max.

3 1/2" max.

m in

. 1 1/2"

M

IN

18" MIN 12" MIN 48

M

IN

36" MIN 60

M

IN

42" MIN 54

M

IN

M

IN

54" MIN

M

IN

24" MIN

M

IN

24" MIN

(1220) 4' - 0"

(1220) 4' - 0"

LEGEND - ACCESSIBILITY COMPLIANCE

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

AT

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/JV JV/EE/MM JD

SHEETSOF

CONSTRUCTION

DOCUMENTS

APRIL 2026

A-002

ACCESSIBILITY

COMPLIANCE AND

MOUNTING HEIGHTS

CO1433-33

CBP FIS RENOVATION

2026.04.18

8 61

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

A

E

F

B

C

D

E26E28 E27E30 E29E32 E31E34 E33E35E36E37E38

D

E

E.2

E.5

F

UP

UP

C1

AD102

24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

0"

D00

CUSTOMS

INSPECTION AREA

BAGGAGE CLAIM

MEN RR WOMEN RR

E25

DEMOLITION SCOPE

LEGEND:

ROOM DESIGNATION

EXIST CONSTRUCTION TO

REMAIN

ROOM

NAME

ARCHITECTURAL DEMOLITION NOTES

1. VISIT THE SITE WITH SUBCONTRACTORS PRIOR TO SUBMITTING A PROPOSAL TO BECOME FAMILIAR WITH ALL EXISTING FIELD CONDITIONS AND REPORT ANY DISCREPANCIES TO THE DESIGNATED STATE

REPRESENTATIVE.

2. PROVIDE ALL NECESSARY PROTECTION MEASURES TO SAFEGUARD THE PUBLIC, SURROUNDING BUILDINGS, AND AIRPORT OPERATIONS DURING CONSTRUCTION ACTIVITIES.

3. VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND AND OVERHEAD UTILITIES TO SAFEGUARD AGAINST THE INTERRUPTION OF SERVICES TO THE PUBLIC AND AIRPORT.

4. STATE HAS THE FIRST RIGHT OF REFUSAL OF ALL SALVAGEABLE ITEMS. ALL EXISTING PERSONAL PROPERTY TO BE REMOVED BY OTHERS PRIOR TO DEMOLITION. ALL REMAINING ITEMS ARE PROPERTY OF THE

STATE. GENERAL CONTRACTOR SHALL COORDINATE WITH STATE THE SALVAGE OF FIXTURES, FURNISHINGS, DOORS, AND MISCELLANEOUS EQUIPMENT.

5. WHILE AN ATTEMPT HAS BEEN MADE TO SHOW THE FULL EXTENT OF ITEMS TO BE DEMOLISHED AND REMOVED, IT IS THE RESPONSIBILITY OF CONTRACTOR TO CONDUCT ON-SITE EXAMINATIONS AND FAMILIARIZE

THEMSELVES WITH THE ACTUAL SITE CONDITIONS. ADDITIONAL ITEMS, NOT SHOWN TO BE REMOVED, INTERFERING WITH THE COMPLETE REMOVAL OF THE EXISTING BUILDING COMPONENTS, SHALL BE REMOVED

WITHOUT ADDITIONAL COSTS TO THE STATE.

6. THE SITE HAS THE LIKELIHOOD TO IDENTIFY THE PRESENCE OF HAZMAT, AND HAS SUBSEQUENTLY BEEN CLEARED FOR THE AREAS OF WORK - CARE SHOULD BE EXERCISED IN THE REMOVAL OF WORK TO PREVENT THE RELEASE OF TOXIC SUBSTANCES. SHOULD TOXIC SUBSTANCES, SUCH AS ASBESTOS BE ENCOUNTERED, THE OWNER AND ARCHITECT SHALL BE NOTIFIED. UPON AUTHORIZATION, THE DISPOSAL OF SAME SHALL CONFORM TO ALL GOVERNING CODES AND REGULATIONS. DISPOSAL SHALL BE DONE ONLY BY CONTRACTORS LICENSED FOR THIS WORK.

7. DURING DEMOLITION AND CONSTRUCTION OPERATIONS, PROVIDE ALL NECESSARY PROTECTION AND SAFE PASSAGE FOR THE PUBLIC. SUCH AS BUT NOT LIMITED TO: BARRICADES, TEMPORARY PARTITIONS, DUST BARRIERS, SIGNS, ETC. ERECT AND MAINTAIN THESE BARRIERS TO THE SATISFACTION OF THE STATE AND ARCHITECT AND ALL APPLICABLE RULES AND REGULATIONS.

8. TAKE PRECAUTIONS AS TO MINIMIZE DAMAGE TO ITEMS TO REMAIN, INCLUDING ALL UTILITIES. DURING DEMOLITION AND CONSTRUCTION OPERATIONS, ITEMS NOT SPECIFICALLY NOTED FOR REMOVAL THAT ARE DAMAGED, SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE STATE.

1/16" = 1'-0"AD101

1 OVERALL FIRST FLOOR DEMOLITION PLAN

KEYNOTES

D00 REFER TO ENLARGED PLAN FOR DEMOLITION SCOPE NOTES

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

AT

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/JV JV/EE/MM JD

SHEETSOF

CONSTRUCTION

DOCUMENTS

APRIL 2026

AD101

OVERALL FIRST

FLOOR DEMOLITION

PLAN

CO1433-33

CBP FIS RENOVATION

2026.04.18

9 61

0' 8' 16' 32'

N

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

ENLARGED DEMOLITION PLAN NOTES

1. REFER TO SHEET G-002 FOR GENERAL PROJECT NOTES

2. REFER TO SHEET AD101 FOR GENERAL ARCHITECTURAL DEMOLITION

NOTES.

3. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL

DWGS FOR ADDITIONAL DEMOLITION INFORMATION AND WORK.

4. COORDINATE REMOVAL AND ABATEMENT OF HAZARDOUS AND

ASBESTOS CONTAINING MATERIALS IF FOUND.

5. COORDINATE REMOVAL, DISPOSAL, AND / OR RELOCATION OF EXISTING

FURNITURE WITH DESIGNATED STATE REPRESENTATIVE.

6. COORDINATE REMOVAL AND DISPOSAL OF EXISTING FIXTURES,

EQUIPMENT, AND OTHER BUILDING COMPONENTS INDICATED FOR

DEMOLITION. REFER TO ELECTRICAL, MECHANICAL, PLUMBING, AND

STRUCTURAL DWGS FOR ADDITIONAL DEMOLITION INFORMATION.

7. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS PLAN

CORRESPOND TO REFERENCE ELEVATION [0'-0"] FOR THIS FLOOR LEVEL.

DEVIATIONS AND VARIANCES IN THIS ELEVATION MAY EXIST.

8. EXISTING EQUIPMENT TO REMAIN: CONTRACTOR TO PROTECT EXISTING

EQUIPMENT TO REMAIN FROM ENVIRONMENT DURING THE DURATION OF

CONSTRUCTION.

DEMOLITION SCOPE

LEGEND:

ROOM DESIGNATION

EXIST CONSTRUCTION TO

REMAIN

ROOM

NAME

E26E28 E27E29

E.2

E.5

ELEV #3

ELEC RM

1-27

EXISTING OFFICE #2

1-26

EXISTING OFFICE #1

1-12

TRASH RM

1-24

INTERVIEW RM #6

1-23

SEARCH ROOM

1-22

STORAGE

1-21

SECURED

RESTROOM

1-20

EXISTING OFFICE #3

D14

D15 D15

D03

D15

D05

D40

D40

D40D39

D01

D03

D33

D34

D33

D07

TYP.

S

IN

G

LE

P A

N E

L

D08

D33

D33

D07

1-25

INTERVIEW RM #7

1-40

CUSTOMS

INSPECTION AREA

1-40

CUSTOMS

INSPECTION AREA

24' - 0" 24' - 0" 24' - 0"

D03

D03

D03

D03

D06

D08

D34 D34 D34

D34

D34

D34

D08 D08 D08

EXIST WORK AREA

EXIST INSPECTION AREA

EXIST HALLWAY

1-19

SECURED

CORRIDOR #1

1-43

SECURED

CORRIDOR #3

EXIST LANDINGEXIST STAIR FROM 2F

EXIST ESCALATOR FROM 2F

D15

D05 D40

KEYNOTES

D01 REMOVE 42" (VIF) PRECAST CONC. PANEL - PREP FLOOR FOR

FLOORING INSTALLATION

D03 REMOVE FURRING OR PARTITION AS INDICATED INCLUDING

WALL FINISHES - REMOVE INSULATION AND WALL BASE AS

OCCURS

D05 REMOVE DOOR, DOOR FRAME, AND ALL ASSOCIATED

HARDWARE - REMOVE THRESHOLDS AND TRANSITION STRIPS

D06 REMOVE WINDOW, WINDOW FRAME, TRIM, BLINDS, DRAPES,

AND ANY ASSOCIATED HARDWARE

D07 REMOVE FINISH TO FACE OF STUD

D08 REMOVE FLOORING, BASE , GROUT, MORTAR AND ADHESIVE

FROM EXIST CONC SLAB

D14 UNINSTALL HANDRAIL AND ASSOCIATED HARDWARE -

COORDINATE WITH DESIGNATED STATE REPRESENTATIVE FOR

FINAL STORAGE LOCATION OR DISPOSAL

D15 UNINSTALL AIRPORT EQUIPMENT AND ALL ASSOCIATED

HARDWARE - COORDINATE WITH DESIGNATED STATE

REPRESENTATIVE FOR FINAL STORAGE LOCATION OR

DISPOSAL

D33 EXIST AIRPORT EQUIPMENT TO BE RELOCATED BY DOTA

D34 EXIST FURNITURE TO BE RELOCATED BY DOTA

D39 EXIST WINDOW TO REMAIN - PROTECT IN PLACE

D40 EXIST DOOR TO REMAIN - PROTECT IN PLACE

1/4" = 1'-0"AD102

1 ENLARGED DEMOLITION FLOOR PLAN

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

AT

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/JV JV/EE/MM JD

SHEETSOF

CONSTRUCTION

DOCUMENTS

APRIL 2026

AD102

ENLARGED SECOND

FLOOR DEMOLITION

PLAN - CBP

CO1433-33

CBP FIS RENOVATION

2026.04.18

10 61

N

0" 4' 8' 16'

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

E26E28 E27E30 E29E32 E31E34 E33E35E36E37E38

D

E

E.2

E.5

F

G

AD112

D00

24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

0"

AD113

D00

E25 E24

DEMOLITION SCOPE

LEGEND:

ROOM DESIGNATION

EXIST CONSTRUCTION TO

REMAIN

ROOM

NAME

ARCHITECTURAL RCP DEMOLITION NOTES

1. REFER TO SHEET G-002 FOR GENERAL PROJECT NOTES.

2. REFER TO SHEET AD101 FOR GENERAL ARCHITECTURAL DEMOLITION NOTES.

3. REFER TO ENLARGED DEMOLITION PLANS FOR ADDITIONAL INFORMATION.

4. COORDINATE REMOVAL AND ABATEMENT OF HAZARDOUS AND ASBESTOS CONTAINING MATERIALS.

5. COORDINATE REMOVAL OF FURNITURE, FIXTURES, AND EQUIPMENT WITH DESIGNATED STATE REPRESENTATIVE AND

DESIGNATED CBP REPRESENTATIVE. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL DWGS FOR

ADDITIONAL DEMOLITION INFORMATION AND WORK.

6. FIELD VERIFY ALL DIMENSIONS AND VERTICAL CONTROL PRIOR TO THE COMMENCEMENT OF WORK. PROMPTLY NOTIFY THE DESIGNATED STATE REPRESENTATIVE OR CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCIES IN NEW AND / OR EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL ABOVE CEILING WORK.

7. ALL CEILING LAYOUT PLANS SHOW MOST MAJOR MECHANICAL AND ELECTRICAL DEVICES. SEE MECHANICAL AND ELECTRICAL DWGS FOR ADDITIONAL MECHANICAL AND ELECTRICAL DEVICES INCLUDED IN THE CEILING CONFIGURATION.

8. PROVIDE TEMPORARY LATERAL SUPPORT AND UPLIFT RESTRAINT AT ALL SUSPENDED EQUIPMENT TO REMAIN AS REQUIRED FOR CEILING REPLACEMENT. COORDINATE LOCATIONS WITH ABOVE CEILING DEVICES AND RELATED

CLEARANCES. REFER TO ELECTRICAL AND MECHANICAL DWGS FOR ADDITIONAL INFORMATION.

9. CONTRACTOR TO PROTECT EXISTING EQUIPMENT TO REMAIN FROM THE ENVIRONMENT DURING THE DURATION OF

CONSTRUCTION.

1/16" = 1'-0"AD111

1 OVERALL FIRST FLOOR DEMOLITION REFLECTED CEILING PLAN

KEYNOTES

D00 REFER TO ENLARGED PLAN FOR DEMOLITION SCOPE NOTES

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

AT

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/JV JV/EE/MM JD

SHEETSOF

CONSTRUCTION

DOCUMENTS

APRIL 2026

AD111

OVERALL FIRST

FLOOR DEMOLITION

REFLECTED CEILING

PLAN

CO1433-33

CBP FIS RENOVATION

2026.04.18

11 61

N

0' 8' 16' 32'

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

E26E28 E27E29

E.2

E.5

D42

D42

D42

D12

D12

D03 D12

D12

TYP

D43

D07

D42

D01

D07

8' - 0" AFF8' - 0" AFF 8' - 0" AFF 8' - 0" AFF

7' - 9" AFF

7' - 9" AFF

7' - 9" AFF

24' - 0" 24' - 0" 24' - 0"

7' - 9" AFF

8' - 2" AFF

D43

EXIST SOFFIT

1' - 7 1/4"

10 1/2"

5'

D42 D42 D42 D42

8' - 0" AFF8' - 0" AFF

8' - 10" AFF

8' - 10" AFF

D23TYP

1-27

EXISTING OFFICE #2

1-26

EXISTING OFFICE #1

1-12

TRASH RM

1-24

INTERVIEW RM #6

1-23

SEARCH ROOM

1-22

STORAGE

1-21

SECURED

RESTROOM

1-20

EXISTING OFFICE #3

1-25

INTERVIEW RM #7

1-40

CUSTOMS

INSPECTION AREA

1-40

CUSTOMS

INSPECTION AREA

EXIST WORK AREA

EXIST INSPECTION AREA

EXIST HALLWAY 1-19

SECURED

CORRIDOR #1

1-43

SECURED

CORRIDOR #3

EXIST LANDING

D12

D12

EXIST SOFFIT TO

REMAIN - PROTECT

IN PLACE

DEMOLISH AND REMOVE

EXIST WD CEILING TO

CONTROL JOINT

TYP

D23

D23

ENLARGED DEMOLITION PLAN NOTES

1. REFER TO SHEET G-002 FOR GENERAL PROJECT NOTES

2. REFER TO SHEET AD101 FOR GENERAL ARCHITECTURAL DEMOLITION

NOTES.

3. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL

DWGS FOR ADDITIONAL DEMOLITION INFORMATION AND WORK.

4. COORDINATE REMOVAL AND ABATEMENT OF HAZARDOUS AND

ASBESTOS CONTAINING MATERIALS IF FOUND.

5. COORDINATE REMOVAL, DISPOSAL, AND / OR RELOCATION OF EXISTING

FURNITURE WITH DESIGNATED STATE REPRESENTATIVE.

6. COORDINATE REMOVAL AND DISPOSAL OF EXISTING FIXTURES,

EQUIPMENT, AND OTHER BUILDING COMPONENTS INDICATED FOR

DEMOLITION. REFER TO ELECTRICAL, MECHANICAL, PLUMBING, AND

STRUCTURAL DWGS FOR ADDITIONAL DEMOLITION INFORMATION.

7. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS PLAN

CORRESPOND TO REFERENCE ELEVATION [0'-0"] FOR THIS FLOOR LEVEL.

DEVIATIONS AND VARIANCES IN THIS ELEVATION MAY EXIST.

8. EXISTING EQUIPMENT TO REMAIN: CONTRACTOR TO PROTECT EXISTING

EQUIPMENT TO REMAIN FROM ENVIRONMENT DURING THE DURATION OF

CONSTRUCTION.

DEMOLITION SCOPE

LEGEND:

ROOM DESIGNATION

EXIST CONSTRUCTION TO

REMAIN

ROOM

NAME

1/4" = 1'-0"AD112

1 ENLARGED DEMOLITION REFLECTED CEILING PLAN - CBP

KEYNOTES

D01 REMOVE 42" (VIF) PRECAST CONC. PANEL - PREP FLOOR FOR

FLOORING INSTALLATION

D03 REMOVE FURRING OR PARTITION AS INDICATED INCLUDING WALL

FINISHES - REMOVE INSULATION AND WALL BASE AS OCCURS

D07 REMOVE FINISH TO FACE OF STUD

D12 REMOVE LIGHT FIXT AND ASSOCIATED WIRING AND CONDUIT -

REFER TO ELEC DWGS

D23 REMOVE EXIST CEILING SYSTEM INCLUDING FINISH, FRAMING,

GRID, SUPPORTS, AND HANGERS

D42 EXIST CEILING TO REMAIN - PROTECT IN PLACE

D43 EXIST LIGHT FIXT AND ASSOCIATED WIRING AND CONDUIT TO

REMAIN - PROTECT IN PLACE - REFER TO ELEC DWGS

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

AT

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/JV JV/EE/MM JD

SHEETSOF

CONSTRUCTION

DOCUMENTS

APRIL 2026

AD112

ENLARGED FIRST

FLOOR DEMOLITION

RCP - CBP

CO1433-33

CBP FIS RENOVATION

2026.04.18

12 61

N

0" 4' 8' 16'

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

ENLARGED DEMOLITION PLAN NOTES

1. REFER TO SHEET G-002 FOR GENERAL PROJECT NOTES

2. REFER TO SHEET AD101 FOR GENERAL ARCHITECTURAL DEMOLITION

NOTES.

3. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL

DWGS FOR ADDITIONAL DEMOLITION INFORMATION AND WORK.

4. COORDINATE REMOVAL AND ABATEMENT OF HAZARDOUS AND

ASBESTOS CONTAINING MATERIALS IF FOUND.

5. COORDINATE REMOVAL, DISPOSAL, AND / OR RELOCATION OF EXISTING

FURNITURE WITH DESIGNATED STATE REPRESENTATIVE.

6. COORDINATE REMOVAL AND DISPOSAL OF EXISTING FIXTURES,

EQUIPMENT, AND OTHER BUILDING COMPONENTS INDICATED FOR

DEMOLITION. REFER TO ELECTRICAL, MECHANICAL, PLUMBING, AND

STRUCTURAL DWGS FOR ADDITIONAL DEMOLITION INFORMATION.

7. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS PLAN

CORRESPOND TO REFERENCE ELEVATION [0'-0"] FOR THIS FLOOR LEVEL.

DEVIATIONS AND VARIANCES IN THIS ELEVATION MAY EXIST.

8. EXISTING EQUIPMENT TO REMAIN: CONTRACTOR TO PROTECT EXISTING

EQUIPMENT TO REMAIN FROM ENVIRONMENT DURING THE DURATION OF

CONSTRUCTION.

DEMOLITION SCOPE

LEGEND:

ROOM DESIGNATION

EXIST CONSTRUCTION TO

REMAIN

ROOM

NAME

E26

E

D1

E25 E24

24' - 0" 24' - 0"

0"

D12

D50

D51

D52

D53

D54

D56

D55

D56

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

AT

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/JV JV/EE/MM JD

SHEETSOF

CONSTRUCTION

DOCUMENTS

APRIL 2026

AD113

ENLARGED FIRST

FLOOR DEMOLITION

RCP - EXTERIOR

CO1433-33

CBP FIS RENOVATION

2026.04.18

13 61

KEYNOTES

D12 REMOVE LIGHT FIXT AND ASSOCIATED WIRING AND CONDUIT - REFER

TO ELEC DWGS

D50 DEMOLISH AND REMOVE EXIST WD CEILING TO CONTROL JOINT

D51 EXIST SOFFIT TO REMAIN - PROTECT IN PLACE

D52 UNINSTALL AND STORE EXIST WD PLANK CEILING FINISH AND LIGHTING

FOR REINSTALLATION - EXTENT AS REQUIRED FOR INSTALLATION OF

NEW EXHAUST DUCTWORK

D53 UNINSTALL AND STORE EXIST RECESSED LIGHTING FOR

REINSTALLATION

D54 DEMOLISH AND REMOVE GYP BD CEILING AS REQUIRED TO INSTALL

NEW EXHAUST DUCTWORK

D55 PROVIDE ROUTE FOR EXHAUST DUCTWORK ABOVE EXIST SOFFIT

FRAMING - PRESERVE LOWER SOFFIT IN PLACE

D56 UNINSTALL SOFFIT LIGHT FIXTURES - STORE FOR REUSE

1/4" = 1'-0"AD113

1 ENLARGED DEMOLITION REFLECTED CEILING PLAN - EXTERIOR

N

0' 2' 4' 8'

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

M

ARCHITECTURAL DEMOLITION ROOF PLAN NOTES

1. REFER TO SHEET G-002 FOR GENERAL PROJECT NOTES.

2. REFER TO SHEET AD101 FOR GENERAL ARCHITECTURAL DEMOLITION NOTES.

3. REFER TO ENLARGED DEMOLITION PLANS FOR ADDITIONAL INFORMATION.

4. FIELD VERIFY ALL DIMENSIONS AND VERTICAL CONTROL PRIOR TO THE COMMENCEMENT OF WORK.

PROMPTLY NOTIFY THE DESIGNATED STATE REPRESENTATIVE IN WRITING OF ANY DISCREPANCIES IN NEW AND/OR EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL ABOVE

CEILING WORK.

5. PROVIDE TEMPORARY LATERAL SUPPORT AND UPLIFT RESTRAINT AT ALL SUSPENDED EQUIPMENT TO REMAIN AS REQUIRED FOR CEILING AND ROOF WORK. COORDINATE LOCATIONS WITH ABOVE CEILING DEVICES AND RELATED CLEARANCES. REFER TO STRUCT, ELEC, AND MECH DWGS FOR ADDITIONAL

DEMOLITION INFORMATION.

6. PROTECT EQUIPMENT INDICATED TO REMAIN FROM THE ENVIRONMENT DURING THE DURATION OF

CONSTRUCTION.

7. COORDINATE REMOVAL AND ABATEMENT OF HAZARDOUS AND ASBESTOS CONTAINING MATERIALS.

8. COORDINATE REMOVAL AND DISPOSAL OF FURNITURE, FIXTURES, AND EQUIPMENT WITH DESIGNATED

STATE REPRESENTATIVE - REFER TO STRUCT, ELEC, MECH, AND PLUMB DWGS FOR ADDITIONAL

DEMOLITION INFORMATION.

DEMOLITION SCOPE

LEGEND:

ROOM DESIGNATION

EXIST CONSTRUCTION TO

REMAIN

ROOM

NAME

E26E28 E27E30 E29E32 E31E34 E33E35E36E37E38

E

E.2

E.5

F

G

G.2

G.5

E25 E24

EF-7

(NOT IN

SCOPE)

EF-5

(NOT IN

SCOPE)

DEMOLISH AND REMOVE EXIST

EF-8 - ROOF CURB TO BE

MODIFIED FOR DUCTWORK

AND EF INSTALLATION - REFER

TO MECH DWGS

24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

AT

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/JV JV/EE/MM JD

SHEETSOF

CONSTRUCTION

DOCUMENTS

APRIL 2026

AD121

DEMOLITION ROOF

PLAN

CO1433-33

CBP FIS RENOVATION

2026.04.18

14 61

0' 8' 16' 32'

N

1/16" = 1'-0"AD121

1 DEMOLITION ROOF PLAN

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

E

E.2

E.5

F

G

1-40

1-11

ELEV #3

1-12

1-12A

1-13

1-36

1-34

1-35

1-33

1-26

1-27

UP

UP

1-22 1-21

1-20

1-25 1-24

1-23

1-32

1-39

1-19

N00

C1

A-301

A-301

A-302

1-44

24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

A-103

1-30

1-29

1-16 1-14

1-31

1-17

1-15

0"

1-28

A-301

A-301

A-302

1-37

1-38

1-42

ELEV E1

ELEV E2

E25 E24

1-43 1-41

NEW

CONSTRUCTION

LEGEND:

ROOM TAG W/

NUMBER

MATCHLINE

PARTITION TYPE

TAG - REFER TO

PARTITION TYPES

DOOR DESIGNATION -

REFER TO DOOR

SCHED

EXIST CONSTRUCTION

TO REMAIN

P-X

XXXX

ROOM NAME

GENERAL ARCHITECTURAL NOTES

1. PROVIDE…