FINAL PLANS CO1549 33.pdf

PDF 10 MB Posted Sep 24, 2026

Attached to: CO1549-33 LOBBIES 4 AND 5 IMPROVEMENTS
Solicitation number: B27000436
Issued by: Hawaii

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Written by GovTribe AI · Sep 24, 2026

This is a Final Plans document for the State of Hawaii related to contract opportunity CO1549-33, which involves lobbies 4 and 5 improvements at what appears to be an airport facility. The project scope includes the installation of barriers and electronic sliding glass doors in the departure areas of Lobbies 4 and 5. The document provides detailed architectural and engineering plans necessary for bidders to understand the full scope of work, technical specifications, and construction requirements for this improvement project.

The plans document serves as the primary technical reference for contractors preparing bids and executing the work. It contains comprehensive drawings, specifications, and details that define the exact nature and extent of the barrier and door installations required in both lobby areas. This document is essential for cost estimation, scheduling, and ensuring that all bidders have a clear and uniform understanding of the project requirements and expectations for the departures areas improvement work.

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DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

C :\U

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DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

HAWAII

MAUI

KAHOOLAWE

LANAI

MOLOKAI

OAHU

KAUAI

NIIHAU

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

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

Kapalua Airport

Kalaeloa Airport

Daniel K. Inouye International Airport

Ellison Onizuka Kona International Airport At Keahole

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

North

South

EastWest

NENW

SESW

ARCHITECTURAL

GHD

55 MERCHANT STREET,

SUITE 1400

HONOLULU, HAWAII 96813

(808) 550-0844

AIRPORT VICINITY MAP

DEPARTMENT OF TRANSPORTATION

STATE OF HAWAII

APPROVED:

DATEfor DIRECTOR OF TRANSPORTATION

G-001

TITLE SHEET

STRUCTURAL:

COFFMAN ENGINEERS

745 FORT STREET MALL,

SUITE 400

HONOLULU, HAWAII 96813

(808) 687-8884

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

DEPARTMENT OF TRANSPORTATION

STATE OF HAWAII

PLANS FOR

LOBBIES 4 AND 5

IMPROVEMENTS

AIRPORTS

PROJECT NO. CO1549-33

ELECTRICAL:

COFFMAN ENGINEERS

745 FORT STREET MALL,

SUITE 400

HONOLULU, HAWAII 96813

(808) 687-8884

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

05/18/2026

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

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DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

G-002

NOTES &

SHEET INDEX

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

SHEET INDEX

DRAWING

NUMBER

SHEET

NUMBER DESCRIPTION

G-001 1 TITLE SHEET

G-002 2 NOTES & SHEET INDEX

S-101 3 STRUCTURAL NOTES AND DETAILS

A-011 4 OVERALL PLAN

A-403 5 LOBBY 4 ENLARGED GATE BARRIER PLAN

A-404 6 LOBBY 5 ENLARGED GATE BARRIER PLAN

A-405 7 LOBBY 5 ENLARGED GATE BARRIER PLAN

A-406 8 LOBBY 4 ELEVATIONS

A-407 9 LOBBY 4 ELEVATIONS

A-408 10 LOBBY 4 ELEVATIONS

A-409 11 LOBBY 5 ELEVATIONS

A-410 12 LOBBY 5 ELEVATIONS

A-501 13 BRRIER TYPES & SCHEDULES

A-502 14 SLIDING DOOR TYPES & SCHEDULES

A-601 15 DETAILS

A-602 16 DETAILS

A-603 17 DETAILS

E-001 18 LEGEND, NOTES & ABBREVIATIONS

E-101 19 PARTIAL ELECTRICAL PLAN FIRST LEVEL

E-102 20 PARTIAL ELECTRICAL PLAN SECOND LEVEL

E-201 21 PARTIAL ENLARGED FIRST LEVEL

E-202 22 ENLARGED LOBBY PLANS

E-203 23 ENLARGED ELECTRICAL ROOM PLANS

1. CONSTRUCTION SHALL COMPLY WITH THE STATE OF HAWAII BUILDING

CODE, WHICH ADOPTS THE 2021 INTERNATIONAL BUILDING CODE, WITH

LOCAL AMENDMENTS.

2. CONSTRUCTION DOCUMENTS DESCRIBE THE INTENT OF THE QUALITY

AND SCOPE OF THE CONSTRUCTION FOR THE PROJECT. WHERE DETAILS

ARE NOT SHOWN, THE CONTRACTOR SHALL PROCEED FOLLOWING THE

ACCEPTED QUALITY STANDARDS AND PROCEDURES OF THE

CONSTRUCTION INDUSTRY IN THE STATE OF HAWAII FOLLOWING THE

GENERAL INTENT OF THE CONSTRUCTION DOCUMENTS.

DIMENSIONS

1. DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE.

2. DIMENSIONS SHALL BE FIELD VERIFIED BEFORE PROCEEDING WITH THE

WORK.

DEFINITIONS

1. ALL MATERIALS, ITEMS, WORK, NOTED IN THE DRAWINGS SHALL BE

“NEW”, UNLESS INDICATED AS EXISTING.

2. (E) MEANS “EXISTING”. CONTRACTOR SHALL VERIFY EXISTING

DIMENSIONS AND CONFIRM SIZES.

3. “PROVIDE” SHALL MEAN FURNISH AND INSTALL NEW ITEM(S) AS DETAILED

NOTED IN THE CONTRACT DOCUMENTS.

4. “REMOVE” MEANS TO REMOVE AND DISPOSE INDICATED ITEMS,

INCLUDING ASSOCIATED EXTRANEOUS FASTENERS, PIPES, CONDUITS,

JUNCTION BOXES, ETC. REPAIR/REPLACE/PATCH DAMAGES, SPALLS,

CRACKS, HOLES, ETC.

5. "REPLACE” MEANS TO REMOVE EXISTING AND TO FURNISH AND INSTALL,

“NEW” ITEM(S) TO MATCH THE EXISTING DESIGN, SUCH AS MATERIALS,

THICKNESS, COLOR, QUALITY, CONSTRUCTION, ETC., UNLESS

OTHERWISE DETAIL OR NOTED. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITION AND DESIGN PRIOR TO REMOVAL.

CONSTRUCTION NOTES

1. IT IS THE CONTRACTOR’S RESPONSIBILITY TO DOCUMENT EXISTING

CONDITIONS WITHIN THE PROJECT LIMITS BEFORE START OF PROJECT.

CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR DAMAGES WITHIN THE

PROJECT LIMITS UNLESS DOCUMENTED AS EXISTING.

2. THE DEMOLITION PLAN REPRESENTS ONLY GENERAL DEMOLITION. ALL

ITEMS TO BE REMOVED, TEMPORARILY REMOVED AND REINSTALLED,

ETC. ARE NOT NECESSARILY SHOWN. CONTRACTOR SHALL PERFORM ALL

REQUIRED DEMOLITION, TEMPORARY REMOVAL AND REPLACEMENT,

CUTTING PATCHING, ETC., AS REQUIRED TO PROVIDE COMPLETE

CONSTRUCTION. VERIFY AND COMPARE ALL DRAWINGS (ALL

DISCIPLINES) FOR THE COMPLETE SCOPE OF WORK.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND

CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL NOTIFY THE

STATE OF ANY DISCREPANCY AND/OR CONDITION WHICH WILL PREVENT

HIM/HER FROM FULFILLING THE TERMS OF THE CONTRACT. WHERE

EXISTING CONDITIONS REQUIRE DETAILS AND/OR SPECIFICATIONS TO

VARY FROM THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE STATE IN WRITING AND PROPOSE ALTERNATE

METHODS AND MATERIALS FOR CONSIDERATION. ALL EXISTING ITEMS

AND/OR FINISHES SCHEDULED TO REMAIN, BUT DAMAGED DURING

CONSTRUCTION, AND OVERPAINTED EXISTING MATERIALS, SHALL BE

CORRECTED TO MATCH THE EXISTING MATERIAL AND FINISHES AT NO

EXTRA COST TO THE STATE.

4. QUANTITIES SHOWN AND/OR SPECIFIED IN THE DRAWINGS AND

SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR.

CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR ALL QUANTITIES.

5. GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS AND

COORDINATE THE WORK OF THE VARIOUS TRADES TO FIT ACTUAL

CONDITIONS AND MAKE INTERFACING ADJUSTMENTS AS REQUIRED.

6. THE CONTRACTOR SHALL PROTECT ALL ITEMS, IN AND ABOVE GROUND

WITHIN THE PROJECT SITE FROM DAMAGE. DAMAGE TO BUILDINGS,

SIDEWALKS, UTILITY LINES, LANDSCAPING, LAWN, HOSEBIBS, ETC.,

CAUSED BY THE CONTRACTOR, SHALL BE REPLACED AND/OR REPAIRED

AT NO COST TO THE STATE.

7. CONTRACTOR SHALL PATCH ALL SURFACES EXPOSED FROM CUTTING,

AND OR REMOVAL WORK. PATCH SHALL MATCH THE MATERIAL AND

FINISH OF ADJACENT SURFACES.

8. ALL WASTE MATERIALS SHALL BE PROMPTLY REMOVED AND PROPERLY

DISPOSED OF OUTSIDE THE LIMITS OF THE PROPERTY DAILY. AT THE

END OF CONSTRUCTION, ALL ITEMS AND EQUIPMENT TEMPORARILY

REMOVED DURING CONSTRUCTION SHALL BE REINSTALLED AS

INDICATED, OR IN A LOCATION APPROVED BY THE STATE.

9. PAINT ALL NEWLY INSTALLED ITEMS TO MATCH EXISTING ADJACENT

SURFACE, EXCEPT DO NOT PERMIT PREFINISHED ITEMS.

10. PAINT APPLICATION SHALL BE BY BRUSH AND ROLLER ONLY.

11. THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION.

CONSTRUCTION SHALL NOT DETRIMENTALLY AFFECT THE ONGOING

OPERATIONS AND USE OF THE BUILDING. THE CONTRACTOR

SHALL CLOSELY COORDINATE ALL WORK WITH THE STATE AS THE FINAL

DETERMINATION REGARDING DETRIMENTAL IMPACT OF THE FACILITY

AND ITS OPERATION.

12. WHERE WARRANTIES ARE SPECIFIED, CONTRACTOR’S BID SHALL

INCLUDE FULL COMPLIANCE OF ALL CONDITIONS REQUIRED BY THE

WARRANTIES. WHERE THE MANUFACTURER’S WARRANTY

REQUIREMENTS AND/OR RECOMMENDATIONS VARY FROM THE

REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS, THE

CONTRACTOR IS EXPECTED TO COMPLY WITH THE STRICTER OF THE

TWO PROVIDING REQUIREMENTS DO NOT VOID WARRANTY.

CONTRACTOR SHALL INFORM THE STATE IN WRITING, PROVIDE SHOP

DRAWINGS, AND AS-BUILT DRAWINGS WHERE PROPOSED

CONSTRUCTION WILL DEVIATE FROM THE CONSTRUCTION DOCUMENTS.

STATIONARY GENERATORS AND STANDBY POWER SYSTEMS

1. 11.7.2.1 GENERAL. STATIONARY GENERATORS FOR EMERGENCY USE OR

STANDBY POWER REQUIRED BY THIS CODE, THE BUILDING CODE, OR

OTHER CODES AND STANDARDS SHALL BE INSTALLED IN ACCORDANCE

WITH NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER

SYSTEMS. FLAMMABLE AND COMBUSTIBLE LIQUIDS 66.1.1* THE STORAGE,

USE, AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS,

INCLUDING WASTE LIQUIDS, SHALL COMPLY WITH THIS CHAPTER, NFPA

30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, AND SECTION 60.1

AND SECTION 60.2 OF THIS CODE. 66.2.2.2.5.1 VENT PIPES THAT ARE

PROVIDED FOR NORMAL TANK VENTING SHALL TERMINATE OUTSIDE THE

VAULT AND AT LEAST 12 FT ABOVE GROUND LEVEL AND SHALL MEET THE

REQUIREMENTS OF 5.7.1 OF NFPA 30.

2. 66.2.3.2.4.5 FILLING AND EMPTYING CONNECTIONS FOR CLASS I, CLASS II,

AND CLASS IIIA LIQUIDS THAT ARE CONNECTED AND DISCONNECTED

SHALL BE LOCATED OUTSIDE OF BUILDINGS AT A LOCATION FREE FROM

ANY SOURCE OF IGNITION. THEY SHALL BE LOCATED NOT LESS THAN 5 FT

AWAY FROM ANY BUILDING OPENING. SUCH CONNECTIONS FOR ANY

LIQUID SHALL BE CLOSED AND LIQUID TIGHT WHEN NOT IN USE AND

SHALL BE PROPERLY IDENTIFIED.

3. 66.2.5.2.1 EMERGENCY RESPONSE IDENTIFICATION. A SIGN OR MARKING

THAT MEETS THE REQUIREMENTS OF NFPA 704, STANDARD SYSTEM FOR

THE IDENTIFICATION OF THE HAZARDS OF MATERIALS FOR EMERGENCY

RESPONSE, OR AN EQUIVALENT SYSTEM, SHALL BE APPLIED TO STORAGE

TANKS CONTAINING LIQUIDS. THE MARKING SHALL NOT NEED TO BE

APPLIED DIRECTLY TO THE TANK BUT SHALL BE LOCATED WHERE IT CAN

READILY BE SEEN, SUCH AS ON THE SHOULDER OF AN ACCESSWAY OR

WALKWAY TO THE TANK OR TANKS OR ON THE PIPING OUTSIDE OF THE

DIKED AREA. IF MORE THAN ONE TANK IS INVOLVED, THE MARKINGS

SHALL BE SO LOCATED THAT EACH TANK CAN READILY BE IDENTIFIED.

FIRE CODE / FIRE SAFETY NOTES

1. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION

SHALL COMPLY WITH THE FIRE CODE (NFPA 1 2012) WITH APPLICABLE

COUNTY AMENDMENTS.

NFPA 1 2012

1. 1.3.6.3 REPAIRS, RENOVATIONS, ALTERATIONS, RECONSTRUCTION,

CHANGE OF OCCUPANCY, AND ADDITIONS TO BUILDINGS SHALL

CONFORM WITH NFPA 101 AND THE 2012 INTERNATIONAL BUILDING CODE

(IBC).

2. 13.7.1.4.9.5 UNLESS OTHERWISE PROVIDED IN 13.7.1.4.9.5.1 THROUGH

13.7.1.4.9.5.6, NOTIFICATION SIGNALS FOR OCCUPANT TO EVACUATE

SHALL BE AUDIBLE AND VISIBLE SIGNALS IN ACCORDANCE WITH NFPA 72

AND ICC/ANSI A117.1, AMERICAN NATIONAL STANDARD FOR ACCESSIBLE

AND USABLE BUILDINGS AND FACILITIES, OR OTHER MEANS OF

NOTIFICATION ACCEPTABLE TO THE AHJ SHALL BE PROVIDED.

3. 16.1.1 STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR

DEMOLITION OPERATIONS, INCLUDING THOSE IN UNDERGROUND

LOCATIONS, SHALL COMPLY WITH NFPA 241, STANDARD FOR

SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION

OPERATIONS, AND THIS CHAPTER.

4. NFPA 72; 4.4.5* PROTECTION OF FIRE ALARM CONTROL UNIT(S). IN AREAS

THAT ARE NOT CONTINUOUSLY OCCUPIED, AUTOMATIC SMOKE

DETECTION SHALL BE PROVIDED AT THE LOCATION OF EACH FIRE ALARM

CONTROL UNIT(S) TO PROVIDE NOTIFICATION OF FIRE AT THAT LOCATION.

FIRE SAFETY DURING DEMOLITION.

FIRE SAFETY DURING DEMOLITION

1. 13.1.4.2 FIRE DEPARTMENT HOSE CONNECTIONS SHALL BE LOCATED

WITHIN 20 FEET OF A FIRE APPARATUS ACCESS ROAD, NOT LESS THAN 18

INCHES AND NOT MORE THAN 4 FEET ABOVE GRADE, OR AS APPROVED

BY THE AHJ. APPROPRIATE IDENTIFICATION SIGNS SHALL BE PROVIDED

IN A LOCATION(S) APPROVED BY THE AHJ.

2. 13.7.1.1 WHERE BUILDING FIRE ALARM SYSTEMS OR AUTOMATIC FIRE

DETECTORS ARE REQUIRED BY OTHER SECTIONS OF THIS CODE, THEY

SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH NFPA 70,

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, AND SECTION

13.7.

3. 13.7.1.4.10.5 UNLESS OTHERWISE PROVIDED IN 13.7.1.4.10.5.1 THROUGH

13.7.1.4.10.5.8, NOTIFICATION SIGNALS FOR OCCUPANTS TO EVACUATE

SHALL BE AUDIBLE AND VISIBLE SIGNALS IN ACCORDANCE WITH NFPA 72

AND ICC/ANSI A117.1, AMERICAN NATIONAL STANDARD FOR ACCESSIBLE

AND USABLE BUILDINGS AND FACILITIES, OR OTHER MEANS OF

NOTIFICATION ACCEPTABLE TO THE AHJ SHALL BE PROVIDED.

4. 16.5.1 IF A BUILDING INTENDED TO BE DEMOLISHED CONTAINS A

SPRINKLER SYSTEM, SUCH SYSTEM SHALL NOT BE RENDERED

INOPERATIVE WITHOUT APPROVAL OF THE AHJ. DETECTION, ALARM, AND

COMMUNICATIONS SYSTEMS

ALTERATION OF BUILDINGS

1. 10.8.1.1 AS NECESSARY DURING EMERGENCIES, MAINTENANCE, DRILLS,

PRESCRIBED TESTING, ALTERATIONS, OR RENOVATIONS, PORTABLE OR

FIXED FIRE-EXTINGUISHING SYSTEMS OR DEVICES OR ANY

FIRE-WARNING SYSTEM SHALL BE PERMITTED TO BE MADE INOPERATIVE

OR INACCESSIBLE. A FIRE WATCH SHALL BE REQUIRED AS SPECIFIED IN

SECTIONS 13.3.4.3.5.2(3), 13.7.1.4.4, 16.5.4, 20.2.3.6, 34.6.3.3, 41.2.2.5,

41.2.2.6, 41.2.4, 41.3.4, 41.4.1, 34.5.4.3, AND 25.1.8 AT NO COST TO THE AHJ.

NFPA 1 2012, AS AMENDED.

2. 16.4.4.1 WHERE THE BUILDING IS PROTECTED BY FIRE PROTECTION

SYSTEMS, SUCH SYSTEMS SHALL BE MAINTAINED OPERATIONAL AT ALL

TIMES DURING ALTERATION.

3. 16.4.4.2 WHERE ALTERATION REQUIRES MODIFICATION OF A PORTION OF

THE FIRE PROTECTION SYSTEM, THE REMAINDER OF THE SYSTEM SHALL

BE KEPT IN SERVICE AND THE FIRE DEPARTMENT SHALL BE NOTIFIED.

4. 16.4.4.3 WHEN IT IS NECESSARY TO SHUT DOWN THE SYSTEM, THE AHJ

SHALL HAVE THE AUTHORITY TO REQUIRE ALTERNATE MEASURES OF

PROTECTION UNTIL THE SYSTEM IS RETURNED TO SERVICE.

5. 16.4.4.4 THE FIRE DEPARTMENT SHALL BE NOTIFIED WHEN THE SYSTEM IS

SHUT DOWN AND WHEN THE SYSTEM IS RETURNED TO SERVICE.

DETECTION, ALARM AND COMMUNICATIONS SYSTEMS

1. 13.7.1.1 WHERE BUILDING FIRE ALARM SYSTEMS OR AUTOMATIC FIRE

DETECTORS ARE REQUIRED BY OTHER SECTIONS OF THIS CODE, THEY

SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH NFPA 70,

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, AND SECTION

13.7.

2. 13.7.1.4.10.5 UNLESS OTHERWISE PROVIDED IN 13.7.1.4.10.5.1 THROUGH

13.7.1.4.10.5.8, NOTIFICATION SIGNALS FOR OCCUPANTS TO EVACUATE

SHALL BE AUDIBLE AND VISIBLE SIGNALS IN ACCORDANCE WITH NFPA 72

AND ICC/ANSI A117.1, AMERICAN NATIONAL STANDARD FOR ACCESSIBLE

AND USABLE BUILDINGS AND FACILITIES, OR OTHER MEANS OF

NOTIFICATION ACCEPTABLE TO THE AHJ SHALL BE PROVIDED.

MANUAL FIRE ALARM BOXES

1. 13.7.1.4.7.3 A MANUAL FIRE ALARM BOX SHALL BE PROVIDED IN THE

NATURAL EXIT ACCESS PATH NEAR EACH REQUIRED EXIT FROM AN AREA,

UNLESS MODIFIED BY ANOTHER SECTION OF THIS CODE.

2. 13.7.1.4.7.4* ADDITIONAL MANUAL FIRE ALARM BOXES SHALL BE LOCATED

SO THAT, ON ANY GIVEN FLOOR IN ANY PART OF THE BUILDING, NO

HORIZONTAL DISTANCE ON THAT FLOOR EXCEEDING 200 FT (60 M) SHALL

NEED TO BE TRAVERSED TO REACH A MANUAL FIRE ALARM BOX. 9.6.2.4].

3. 13.7.3.3.6 MANUAL FIRE ALARM BOXES SHALL BE LOCATED WITHIN 5 FT

(1.5 M) OF THE EXIT DOORWAY OPENING AT EACH EXIT ON EACH FLOOR.

THE LOCATION OF MANUAL FIRE ALARM BOXES MAY BE MODIFIED BY THE

NFPA 1 2012, AMENDED.

NOTES FOR GENERAL CONSTRUCTION (CONT'D):GENERAL NOTES: NOTES FOR GENERAL CONSTRUCTION (CONT'D):

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION.

CORE DRILL 1" DEEPx1" CLR

ALL AROUND (E) ANCHOR BOLT.

BURN OFF ANCHOR BOLT AND

PATCH W/ NON-SHRINK GROUT

W/ MINIMUM f'c OF 5,000 PSI.

APPLY LATEX POLYMER ADHESIVE

TO INTERFACE IMMEDIATELY

PRIOR TO PATCHING.

(E) CONC SURFACE

REMOVE (E) STEEL TUBE

AND ANCHOR PLATE

S-101

TYP REMOVAL AND PATCHING OF (E) STEEL HEADER BEAMS

SCALE: 3" = 1'-0"

S-101

TYP (N) STEEL TUBE HEADER CONNECTION DETAIL

SCALE: 3" = 1'-0"

SECTION

(E) CONC SURFACE

CJP(N) HSS12x6x1/4

(FLATWISE)

STEEL TUBE

HEADER BEAM

3/8"x6 3/8"x12"

END PL SHOP

WELDED TO TUBE

3/8"x5"x11"

COVER PL

1/4

COVER

PL TO

END PL

END VIEW

2 1/2"2 1/2"

1" WIDE SLOT IN

END PLATE TYP

E Q

(2) 3/4" DIA SS-316

ANCHOR RODS

EMBEDDED 6"

WITH EPOXY

3/4" MAX

NON-SHRINK

GROUT

2 3/4"SQx1/4"

PL WASHER

(N) FLATWISE STEEL

TUBE HEADER

COVER PL FIELD

WELDED ALONG 4

EDGES

TYP

1/41/4

NOTE:

PRIOR TO DRILLING HOLES FOR ANCHOR, A

NON-DESTRUCTIVE SCAN SHALL BE DONE TO IDENTIFY ANY

REINFORCING THAT MAY INTERFERE WITH ANCHOR RODS.

TOP VIEW

3/8"x5" WIDE x 11" COVER

PL FIELD WELDED

ALONG 4 EDGES

3" SQ HOLE IN

TOP OF TUBE

NOTES:

1. ALL STEEL SHALL BE HOT DIPPED GALVANIZED INCLUDING THE INTERIOR OF THE TUBE MEMBERS.

2. ANCHOR RODS SHALL BE STAINLESS STEEL.

3. ALL EXTERIOR SURFACES OF STEEL EXPOSED TO VIEW SHALL BE PAINTED.

4. HOLLOW STRUCTURAL STEEL SHALL CONFORM TO ASTM A500 GRADE B.

5. ALL WELDING SHALL CONFORM TO THE "STRUCTURAL WELDING CODE - STEEL" SECTION OF THE AMERICAN WELDING SOCIETY AND

ALL WELDERS SHALL BE CERTIFIED WELDERS.

6. DRILLED AND EPOXIED ANCHOR RODS SHALL DEVELOP A SERVICE LEVEL SHEAR CAPACITY EQUAL TO OR GREATER THAN 2,000 POUNDS

PER ANCHOR ROD. THE CONCRETE SHALL BE 8" THICK AND HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI. THE MANUFACTURER OF

THE EPOXY SYSTEM SHALL VERIFY THAT THIS CAPACITY IS MET.

1/4

TYP 1"

ALONG 4

EDGES

(E) CONC

TOP VIEW OF PATCH

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

CONSTRUCTION

DOCUMENTS

APRIL 2026

CO1549-33

30 APR 2026

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DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

This work was prepared by me or under my supervision.

STRUCTURAL NOTES

AND DETAILS

PB MM PB PB

Licensed Expiration Date

04/30/2028

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

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DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-011

OVERALL PLAN

A-011

SCALE: 1/32"=1'-0"

OVERALL FLOOR PLAN - LOBBY 4-5

GENERAL NOTESKEYNOTE LEGENDKEY PLAN

EXISTING USDA AGRICULTURE INSPECTION STATIONAREA OF WORK

LOBBY 4-5

A401

ENLARGED SHEET CALL-OUT

1. SPARE BARRIERS & HARDWARE TO BE PROVIDED PER

TECHNICAL SPECIFICATIONS.

2. SHOP DRAWINGS & MOCK-UPS TO BE PROVIDED PER

TECHNICAL SPECIFICATIONS.

LOBBY 3 LOBBY 4 LOBBY 5 LOBBY 6 LOBBY 7 LOBBY 8

8' 16' 32' 64'0'

1/32" = 1'-0"

PLAN

NORTH

E28 E26 E24 E22 E20 E18 E16 E14 E12 E10 E8 E6 E4 E2 E1 W1 W2 W4

LOBBY 4

AREA 4A AREA 4B AREA 4C

LOBBY 5

EXISTING

CAFE

LOBBY 4

LOBBY 5

A-405

A-403

A-404

INTERNATIONAL

ARRIVALS

ELEVATOR LOBBY

EXISTING

BAR

ELEVATOR

LOBBY 4

ELEVATOR

LOBBY 5

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

C :\U

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O _X

- C

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4- 5\

N \A

-E N

R R

.D W

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-403

LOBBY 4

ENLARGED GATE

BARRIER PLAN

GENERAL FLOOR PLAN NOTES:

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

2. REFER TO SHEET A-502 FOR FINISH AND MATERIAL SCHEDULE.

3. REFER TO STRUCTURAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION AND WORK.

4. COORDINATION RELOCATION OF FURNITURE WITH DESIGNATED STATE

REPRESENTATIVE.

5. COORDINATE REINSTALLATION OF EXISTING FIXTURES, EQUIPMENT, AND

OTHER BUILDING COMPONENTS INDICATED FOR REINSTALLATION. REFER

TO ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

6. FIELD VERIFICATION: CONTRACTOR SHALL 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.

7. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS PLAN

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

DEVIATIONS IN THIS ELEVATION MAY EXIST.

EXIST CONSTRUCTION

TO REMAIN - NIC

KEYNOTES:

BARRIER & STOREFRONT

IDENTITY - REFER TO

DETAILS

LEGEND:

A-403

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

ENLARGED BARRIER PLAN - LOBBY AREA 4A PLAN

NORTH

2' 4' 8' 16'0'

1/8" = 1'-0"

(E) AGRICULTURE INSPECTION STATION

FIXED CROWD BARRIER - REFER TO DETAILS FOR ADDITIONAL

INFORMATION

FIXED CROWD BARRIER EMERGENCY EXIT GATE - REFER TO A-501

AUTOMATIC SLIDING DOOR STORE FRONT WITH FIXED SIDE LITES - REFER

TO DETAILS AND ELEVATIONS FOR ADDITIONAL INFORMATION

NEW WALL CONNECTED TO EXISTING WALL

6 EXISTING BUILDING JOINT WITH COVER

FIXED CROWD BARRIER BASE PLATE TO ALIGN AT THE EXISTING WALL

EDGE, VERIFY IN FIELD

G04

1 KEYNOTE

NEW BARRIER DOOR

NEW BARRIER

AREA 4A

LOBBY 4

EXISTING

ELEVATOR

EXISTING

ELEVATOR

EXISTING

STAIR

KEY PLAN:

TYP TYP

2'-3" 3'-4" 7'-2" 3'-4" 7'-2"

40'-2"

3'-4" 3'-3"

BD01

±23'-4" RO (VIF)

EQ EQ

SF01

BD01

B02 B07 B07

A-602

INTERNATIONAL

ARRIVALS

ELEVATOR

LOBBY

A-407

A-406

INTERNATIONAL

ARRIVALS

A-403

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

ENLARGED BARRIER PLAN - LOBBY 4B & 4C PLAN

NORTH

2' 4' 8' 16'0'

1/8" = 1'-0"

AREA 4B

LOBBY 4

AREA 4C

A-406

A-407

LOBBY 5

B08 B02 B08

BD01 BD01

B09

3'-3" 1'-6" 3'-4"

BD01 BD01 BD01

B07 B07B09B09 B02

1'-6" 3'-4" 7'-2" 3'-4"

1'-6" 3'-4" 7'-1" 2'-3"

29'-6"

±5" ±5" 2'-3"

TYP TYP

BD01BD01BD01

B07B07 B09 B09B02

1'-6" 3'-4"7'-2"3'-4"

1'-6" 3'-4"7'-1"

2'-3"

29'-6"

TYP TYP

±6 1/2"

±6 1/2" ±5 3/4"

TYP TYP

2'-3" 3'-4" 7'-2" 3'-4" 7'-2"

40'-2"

3'-4" 3'-3"

BD01BD01

B02 B07 B07B08

B02 B08

BD01 BD01

B09

3'-3" 1'-6" 3'-4"±5" ±5"

2'-3"

TYP TYP

3'-4" 7'-2" 3'-4" 7'-2"

40'-2"

3'-4" 3'-3"

BD01BD01

B02 B07 B07B08

B02 B08

BD01 BD01

B09

3'-3" 1'-6" 3'-4"±5" ±5"

2'-3"2'-3"

A-406

SIM

SIM SIM

±5 1/4"

7 77 77 7

7 77 7

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

C :\U

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O _X

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.D W

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-404

LOBBY 5

ENLARGED GATE

BARRIER PLAN

A-404

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

ENLARGED BARRIER PLAN - LOBBY 5 PLAN

NORTH

2' 4' 8' 16'0'

1/8" = 1'-0"

GENERAL FLOOR PLAN NOTES:

KEYNOTES:

(E) AGRICULTURE INSPECTION STATION

FIXED CROWD BARRIER - REFER TO DETAILS FOR ADDITIONAL

INFORMATION

FIXED CROWD BARRIER EMERGENCY EXIT GATE - REFER TO A-501

AUTOMATIC SLIDING DOOR STORE FRONT WITH FIXED SIDE LITES - REFER

TO DETAILS AND ELEVATIONS FOR ADDITIONAL INFORMATION

NEW WALL CONNECTED TO EXISTING WALL

6 EXISTING BUILDING JOINT WITH COVER

FIXED CROWD BARRIER BASE PLATE TO ALIGN AT THE EXISTING WALL

EDGE, VERIFY IN FIELD

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

2. REFER TO SHEET A-502 FOR FINISH AND MATERIAL SCHEDULE.

3. REFER TO STRUCTURAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION AND WORK.

4. COORDINATION RELOCATION OF FURNITURE WITH DESIGNATED STATE

REPRESENTATIVE.

5. COORDINATE REINSTALLATION OF EXISTING FIXTURES, EQUIPMENT, AND

OTHER BUILDING COMPONENTS INDICATED FOR REINSTALLATION. REFER

TO ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

6. FIELD VERIFICATION: CONTRACTOR SHALL 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.

7. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS PLAN

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

DEVIATIONS IN THIS ELEVATION MAY EXIST.

EXIST CONSTRUCTION

TO REMAIN - NIC

BARRIER & STOREFRONT

IDENTITY - REFER TO

DETAILS

G04

1 KEYNOTE

NEW BARRIER DOOR

NEW BARRIER

LEGEND:

LOBBY 5

EXISTING

STAIR

EXISTING

ELEVATOR

EXISTING

ELEVATOR

KEY PLAN:

ELEVATOR

LOBBY 4

±17'-0" RO (VIF)

EQ EQ

SF01

A-602

BD01

B01 B06 B06

TYP TYP

TYP

A-408

LOBBY 4

A-404

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

ENLARGED BARRIER PLAN - LOBBY 5 PLAN

NORTH

2' 4' 8' 16'0'

1/8" = 1'-0"

LOBBY 5

1'- 4"

1 1 /2"

7'-1" 5'-8" 3'-4" 5'-9"

B01 B07 B05 B05

B01

BD01

B01 B07B05B05

B01

BD01

5'-9" 3'-4"

21'-10"

5'-8" 7'-1"

21'-10"

7'-1" 5'-8" 3'-4" 5'-9"

B01 B07 B05 B05

B01

BD01

21'-10"

B01 B07 B05

7'-2" 3'-4" 5'-9" ±5"

21'-1"

LOBBY 5

D B

A-408

D B

A-408

D B

A-409

D B

A-409

D B

A-409

A-410

TYP

62 3

TYP

1 1 /2"

1'- 4"

6'-6"

BD01

B09

3'-4" 1'-6"

3'-4" 6'-6"

B01

BD01

B01 B06 B06

6'-6"

BD01

B09

3'-4" 1'-6"

3'-4" 6'-6"

B01

D B

A-408

BD01

B01 B06 B06

6'-6"

BD01

B09

3'-4" 1'-6"

3'-4" 6'-6"

B01

BD01

B01 B06 B06

6'-6"

BD01

B09

3'-4" 1'-6"

3'-4" 6'-6"

B01

21'-2" 21'-2"

1'-6" 3'-4"

BD01 BD01

B09

D B

A-408

SIM SIMSIM SIM

SIM SIM

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

C :\U

\G H

D \P

R -1

O C

P R

F Y2

- G

O _X

- C

R O

W D

R S

- L O

4- 5\

N \A

-E N

R R

.D W

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-405

LOBBY 5

ENLARGED GATE

BARRIER PLAN

GENERAL FLOOR PLAN NOTES:

KEYNOTES:

(E) AGRICULTURE INSPECTION STATION

FIXED CROWD BARRIER - REFER TO DETAILS FOR ADDITIONAL

INFORMATION

FIXED CROWD BARRIER EMERGENCY EXIT GATE - REFER TO A-501

AUTOMATIC SLIDING DOOR STORE FRONT WITH FIXED SIDE LITES - REFER

TO DETAILS AND ELEVATIONS FOR ADDITIONAL INFORMATION

NEW WALL CONNECTED TO EXISTING WALL

6 EXISTING BUILDING JOINT WITH COVER

FIXED CROWD BARRIER BASE PLATE TO ALIGN AT THE EXISTING WALL

EDGE, VERIFY IN FIELD

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

2. REFER TO SHEET A-502 FOR FINISH AND MATERIAL SCHEDULE.

3. REFER TO STRUCTURAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

INFORMATION AND WORK.

4. COORDINATION RELOCATION OF FURNITURE WITH DESIGNATED STATE

REPRESENTATIVE.

5. COORDINATE REINSTALLATION OF EXISTING FIXTURES, EQUIPMENT, AND

OTHER BUILDING COMPONENTS INDICATED FOR REINSTALLATION. REFER

TO ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

6. FIELD VERIFICATION: CONTRACTOR SHALL 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.

7. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS PLAN

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

DEVIATIONS IN THIS ELEVATION MAY EXIST.

EXIST CONSTRUCTION

TO REMAIN - NIC

BARRIER & STOREFRONT

IDENTITY - REFER TO

DETAILS

G04

1 KEYNOTE

NEW BARRIER DOOR

NEW BARRIER

LEGEND:

KEY PLAN:

A-405

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

ENLARGED BARRIER PLAN - LOBBY 5

PLAN

NORTH

2' 4' 8' 16'0'

1/8" = 1'-0"

LOBBY 6LOBBY 5

±14'-8" RO (VIF)

EQ EQ

SF01

A-602

EXISTING

STAIR EXISTING

ELEVATOR

EXISTING

ELEVATOR

LOBBY 5

EXISTING

BAR

EXISTING

CAFE

A-410

6±1 '-1

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

EMERGENCY EXIT ONLY EMERGENCY EXIT ONLYEMERGENCY EXIT ONLY EMERGENCY EXIT ONLY

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

C :\U

\G H

D \P

R -1

O C

P R

F Y2

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O _X

- C

R O

W D

R S

- L O

4- 5\

N \A

-E

O N

S- G

H D

.D W

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-406

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

TYPICAL ELEVATION - LOBBY 4 (GRIDS 'E14' TO 'E18' & 'E22' TO 'E24')

A-406

LOBBY 4

ELEVATIONS

GENERAL NOTES:

KEYNOTES:

1/2" SPACING AT BARRIER HINGES & CENTER LEAF AT

DOORS, TYP

2" X 2" ALUMINUM POSTS W/ CONCEALED BRACKETS,

TYP

EXISTING WALL

PANIC HARDWARE WITH PLATE, TYP

5 NEW WALL FOR SLIDING DOOR

6 EXISTING STEEL TUBE

7 HURRICANE RATED SLIDING DOOR - REFER TO DOOR

SCHEDULE IN A502 SHEET

8 GYPSUM BOARD SOFFIT

9 NEW STEEL BEAM - REFER TO STRUCTURAL DWGS

10 EXISTING PIPE TO REMAIN

11 EXISTING EXPANSION JOINT COVER

12 NEW DIRECTIONAL SIGNAGE TO MATCH EXISTING - REFER

TO OWNER FOR MOUNTING LOCATIONS

13 NEW TACTILE SIGNAGE TO MATCH EXIST- REFER TO

OWNER FOR MOUNTING LOCATIONS AND A-603

14 AIRPORT HOURS SIGNAGE TO MATCH EXISTING - REFER

TO OWNER FOR MOUNTING LOCATIONS

15 GLAZING PATTERN FILM TO MATCH EXISTING ALUMINUM

DOORS

FIXED CROWD BARRIER BASE PLATE TO ALIGN AT THE

EXISTING WALL EDGE, VERIFY IN FIELD

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

2. REFER TO SHEET A-502 FOR FINISH AND MATERIAL

SCHEDULE.

3. REFER TO STRUCTURAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION AND WORK.

4. COORDINATION RELOCATION OF FURNITURE WITH

DESIGNATED STATE REPRESENTATIVE.

5. COORDINATE REINSTALLATION OF EXISTING FIXTURES,

EQUIPMENT, AND OTHER BUILDING COMPONENTS

INDICATED FOR REINSTALLATION. REFER TO ELECTRICAL,

AND STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

6. FIELD VERIFICATION: CONTRACTOR SHALL 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.

7. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS

PLAN CORRESPOND TO REFERENCE ELEVATION [0'-0"] FOR

THIS FLOOR PLAN. DEVIATIONS IN THIS ELEVATION MAY

EXIST.

LEGEND:

KEY PLAN:

3'-4 1/2"2'-3" 7'-2" 3'-4 1/2"3'-3"

1/2" = 1'-0"

1' 2' 4'0'

B02 BD01 B07

3'-4 1/2" B09

7'-2" 1'-6" 3'-4 1/2" 3'-3"

BD01B07

7'- 7 1

/2"

18'-0"

FRAME WIDTH

2'-8"2'-8"

A-406

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

ELEVATION - INTERNATIONAL ARRIVALS ELEVATOR LOBBY

1/2" = 1'-0"

1' 2' 4'0'

2'-

1/ 2"

4'- 6"

±4"

A-601

A-602

EQ EQ

±23'-4" RO (VIF)

TYP

±4"

TYP TYP TYP

3 1

B08

4 4

OPEN

B08 BD01 BD01

2'-3" B02

TYP

BARRIER &

STOREFRONT

IDENTITY - REFER

TO DETAILS

G04

1 KEYNOTE

PT-0 FINISH TAG

S-1

PT-1

PT-3

PT-2 PT-2 PT-2 PT-2 PT-2 PT-2

EXIST

CONSTRUCTION

TO REMAIN -

NIC

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

EMERGENCY EXIT ONLY EMERGENCY EXIT ONLYEMERGENCY EXIT ONLY

EMERGENCY EXIT ONLYEMERGENCY EXIT ONLY EMERGENCY EXIT ONLY

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

C :\U

\G H

D \P

R -1

O C

P R

F Y2

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O _X

- C

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W D

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4- 5\

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-E

O N

S- G

H D

.D W

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-407

LOBBY 4

ELEVATIONS

A-407

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

ELEVATION - LOBBY 4

1/2" = 1'-0"

1' 2' 4'0'

1'-6" 7'-1" 2'-3" B09

3'-4 1/2" 1'-6" 3'-4 1/2"

B07BD01 B07 B02

TYP TYP TYP

3 1 2

TYP

4'- 6"

GENERAL NOTES:

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

2. REFER TO SHEET A-502 FOR FINISH AND MATERIAL

SCHEDULE.

3. REFER TO STRUCTURAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION AND WORK.

4. COORDINATION RELOCATION OF FURNITURE WITH

DESIGNATED STATE REPRESENTATIVE.

5. COORDINATE REINSTALLATION OF EXISTING FIXTURES,

EQUIPMENT, AND OTHER BUILDING COMPONENTS

INDICATED FOR REINSTALLATION. REFER TO ELECTRICAL,

AND STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

6. FIELD VERIFICATION: CONTRACTOR SHALL 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.

7. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS

PLAN CORRESPOND TO REFERENCE ELEVATION [0'-0"] FOR

THIS FLOOR PLAN. DEVIATIONS IN THIS ELEVATION MAY

EXIST.

LEGEND:

KEY PLAN:

3'-4 1/2" 7'-2"

BD01 B09 BD01

±5 1/2" ±6 1/2"

1'-6"7'-1"2'-3" B09

3'-4 1/2"1'-6"3'-4 1/2"

B07 BD01B07B02

TYPTYPTYP

TYP

3'-4 1/2"7'-2"

BD01B09BD01

±6 1/2"±5 1/2"

1/2" = 1'-0"

1' 2' 4'0'

4'- 6"

A-407

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

ELEVATION - LOBBY 4

PT-2 PT-2 PT-2 PT-2

BARRIER &

STOREFRONT

IDENTITY - REFER

TO DETAILS

G04

1 KEYNOTE

PT-0 FINISH TAG

EXIST

CONSTRUCTION

TO REMAIN -

NIC

KEYNOTES:

1/2" SPACING AT BARRIER HINGES & CENTER LEAF AT

DOORS, TYP

2" X 2" ALUMINUM POSTS W/ CONCEALED BRACKETS,

TYP

EXISTING WALL

PANIC HARDWARE WITH PLATE, TYP

5 NEW WALL FOR SLIDING DOOR

6 EXISTING STEEL TUBE

7 HURRICANE RATED SLIDING DOOR - REFER TO DOOR

SCHEDULE IN A502 SHEET

8 GYPSUM BOARD SOFFIT

9 NEW STEEL BEAM - REFER TO STRUCTURAL DWGS

10 EXISTING PIPE TO REMAIN

11 EXISTING EXPANSION JOINT COVER

12 NEW DIRECTIONAL SIGNAGE TO MATCH EXISTING - REFER

TO OWNER FOR MOUNTING LOCATIONS

13 NEW TACTILE SIGNAGE TO MATCH EXIST- REFER TO

OWNER FOR MOUNTING LOCATIONS AND A-603

14 AIRPORT HOURS SIGNAGE TO MATCH EXISTING - REFER

TO OWNER FOR MOUNTING LOCATIONS

15 GLAZING PATTERN FILM TO MATCH EXISTING ALUMINUM

DOORS

FIXED CROWD BARRIER BASE PLATE TO ALIGN AT THE

EXISTING WALL EDGE, VERIFY IN FIELD

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

EMERGENCY EXIT ONLY EMERGENCY EXIT ONLY

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

C :\U

\G H

D \P

R -1

O C

P R

F Y2

- G

O _X

- C

R O

W D

R S

- L O

4- 5\

N \A

-E

O N

S- G

H D

.D W

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-408

LOBBY 4

ELEVATIONS

A-408

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

ELEVATION - ELEVATOR LOBBY 4

1/2" = 1'-0"

1' 2' 4'0'

7'- 7 1

/2"

17'-0"

FRAME WIDTH

4'- 8 1

/2" (V

A-601

EQ EQ

±17'-0" RO (VIF)

TYP

GENERAL NOTES:

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

2. REFER TO SHEET A-502 FOR FINISH AND MATERIAL

SCHEDULE.

3. REFER TO STRUCTURAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION AND WORK.

4. COORDINATION RELOCATION OF FURNITURE WITH

DESIGNATED STATE REPRESENTATIVE.

5. COORDINATE REINSTALLATION OF EXISTING FIXTURES,

EQUIPMENT, AND OTHER BUILDING COMPONENTS

INDICATED FOR REINSTALLATION. REFER TO ELECTRICAL,

AND STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

6. FIELD VERIFICATION: CONTRACTOR SHALL 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.

7. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS

PLAN CORRESPOND TO REFERENCE ELEVATION [0'-0"] FOR

THIS FLOOR PLAN. DEVIATIONS IN THIS ELEVATION MAY

EXIST.

LEGEND:

KEY PLAN:

OPEN

A-408

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

TYPICAL ELEVATION - LOBBY 5 (GRIDS 'E6' TO 'E8' & 'E10' TO 'E12')

1/2" = 1'-0"

1' 2' 4'0'

B06

6'-6"

TYP

3'-4 1/2" 1'-6" 3'-4 1/2" 6'-6" B09 B07

TYP

BD01 BD01

8'-

11 11

1'-4" ±1 1/2"

4'- 6"

B01

1'-4"±1 1/2"

B01

4'- 6"

12 12

TYP

PT-2

BARRIER &

STOREFRONT

IDENTITY - REFER

TO DETAILS

G04

1 KEYNOTE

PT-0 FINISH TAG

EXIST

CONSTRUCTION

TO REMAIN -

NIC

PT-2

PT-2PT-2PT-2

PT-3

KEYNOTES:

1/2" SPACING AT BARRIER HINGES & CENTER LEAF AT

DOORS, TYP

2" X 2" ALUMINUM POSTS W/ CONCEALED BRACKETS,

TYP

EXISTING WALL

PANIC HARDWARE WITH PLATE, TYP

5 NEW WALL FOR SLIDING DOOR

6 EXISTING STEEL TUBE

7 HURRICANE RATED SLIDING DOOR - REFER TO DOOR

SCHEDULE IN A502 SHEET

8 GYPSUM BOARD SOFFIT

9 NEW STEEL BEAM - REFER TO STRUCTURAL DWGS

10 EXISTING PIPE TO REMAIN

11 EXISTING EXPANSION JOINT COVER

12 NEW DIRECTIONAL SIGNAGE TO MATCH EXISTING - REFER

TO OWNER FOR MOUNTING LOCATIONS

13 NEW TACTILE SIGNAGE TO MATCH EXIST- REFER TO

OWNER FOR MOUNTING LOCATIONS AND A-603

14 AIRPORT HOURS SIGNAGE TO MATCH EXISTING - REFER

TO OWNER FOR MOUNTING LOCATIONS

15 GLAZING PATTERN FILM TO MATCH EXISTING ALUMINUM

DOORS

FIXED CROWD BARRIER BASE PLATE TO ALIGN AT THE

EXISTING WALL EDGE, VERIFY IN FIELD

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

EMERGENCY EXIT ONLY

DSGN. DRWN. CHKD. APPD.

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

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DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-409

LOBBY 5

ELEVATIONS

GENERAL NOTES:

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

2. REFER TO SHEET A-502 FOR FINISH AND MATERIAL

SCHEDULE.

3. REFER TO STRUCTURAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION AND WORK.

4. COORDINATION RELOCATION OF FURNITURE WITH

DESIGNATED STATE REPRESENTATIVE.

5. COORDINATE REINSTALLATION OF EXISTING FIXTURES,

EQUIPMENT, AND OTHER BUILDING COMPONENTS

INDICATED FOR REINSTALLATION. REFER TO ELECTRICAL,

AND STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

6. FIELD VERIFICATION: CONTRACTOR SHALL 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.

7. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS

PLAN CORRESPOND TO REFERENCE ELEVATION [0'-0"] FOR

THIS FLOOR PLAN. DEVIATIONS IN THIS ELEVATION MAY

EXIST.

LEGEND:

KEY PLAN:

A-409

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

TYPICAL ELEVATION - LOBBY 5 (GRIDS 'E4' TO 'E5' & 'E8' TO 'E9')

1/2" = 1'-0"

1' 2' 4'0'

B07

7'-1"

TYP

5'-8" 3'-4 1/2" 5'-9" B05 B05

TYP

BD01

1/2" = 1'-0"

1' 2' 4'0'

B07

7'-1"

TYP

5'-8"3'-4 1/2"5'-9" B05B05

TYP

BD01

A-409

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

ELEVATION - LOBBY 5

±5 1/4" ±5 1/4"

1'-4"

±1 1/2"

4'- 6"

1'-4"±1 1/2"

B01

4'- 6"

B01

1'-4" ±1 1/2"

4'- 6"

B01

1'-4"±1 1/2"

B01

4'- 6"

BARRIER &

STOREFRONT

IDENTITY - REFER

TO DETAILS

G04

1 KEYNOTE

PT-0 FINISH TAG

EXIST

CONSTRUCTION

TO REMAIN -

NIC

PT-2PT-2 PT-2

PT-2

PT-2PT-2

KEYNOTES:

1/2" SPACING AT BARRIER HINGES & CENTER LEAF AT

DOORS, TYP

2" X 2" ALUMINUM POSTS W/ CONCEALED BRACKETS,

TYP

EXISTING WALL

PANIC HARDWARE WITH PLATE, TYP

5 NEW WALL FOR SLIDING DOOR

6 EXISTING STEEL TUBE

7 HURRICANE RATED SLIDING DOOR - REFER TO DOOR

SCHEDULE IN A502 SHEET

8 GYPSUM BOARD SOFFIT

9 NEW STEEL BEAM - REFER TO STRUCTURAL DWGS

10 EXISTING PIPE TO REMAIN

11 EXISTING EXPANSION JOINT COVER

12 NEW DIRECTIONAL SIGNAGE TO MATCH EXISTING - REFER

TO OWNER FOR MOUNTING LOCATIONS

13 NEW TACTILE SIGNAGE TO MATCH EXIST- REFER TO

OWNER FOR MOUNTING LOCATIONS AND A-603

14 AIRPORT HOURS SIGNAGE TO MATCH EXISTING - REFER

TO OWNER FOR MOUNTING LOCATIONS

15 GLAZING PATTERN FILM TO MATCH EXISTING ALUMINUM

DOORS

FIXED CROWD BARRIER BASE PLATE TO ALIGN AT THE

EXISTING WALL EDGE, VERIFY IN FIELD

±5 1/4" ±5 1/4"

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

EMERGENCY EXIT ONLY EMERGENCY EXIT ONLY

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

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DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-410

LOBBY 5

ELEVATIONS

GENERAL NOTES:

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

2. REFER TO SHEET A-502 FOR FINISH AND MATERIAL

SCHEDULE.

3. REFER TO STRUCTURAL AND ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION AND WORK.

4. COORDINATION RELOCATION OF FURNITURE WITH

DESIGNATED STATE REPRESENTATIVE.

5. COORDINATE REINSTALLATION OF EXISTING FIXTURES,

EQUIPMENT, AND OTHER BUILDING COMPONENTS

INDICATED FOR REINSTALLATION. REFER TO ELECTRICAL,

AND STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION.

6. FIELD VERIFICATION: CONTRACTOR SHALL 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.

7. REFERENCE ELEVATION: ALL ELEVATIONS NOTED ON THIS

PLAN CORRESPOND TO REFERENCE ELEVATION [0'-0"] FOR

THIS FLOOR PLAN. DEVIATIONS IN THIS ELEVATION MAY

EXIST.

LEGEND:

KEY PLAN:

A-410

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

ELEVATION - LOBBY 5

1/2" = 1'-0"

1' 2' 4'0'

7'-2"

±6" B07

4'- 6"

5'-9"3'-4 1/2" 1'-6"

BD01

3'-4 1/2"

TYP

±5"

1'-4"±1 1/2"

B01

4'- 5 3

/4"

7'- 8 1

/4"

14'-8"

FRAME WIDTH

5'- 4 1

/2" (V

A-601

EQ EQ

±14'-8" RO (VIF)

TYP

A-410

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

ELEVATION - ELEVATOR LOBBY 5

1/2" = 1'-0"

1' 2' 4'0'

OPEN

B09 B05BD01

TYP

BARRIER &

STOREFRONT

IDENTITY - REFER

TO DETAILS

G04

1 KEYNOTE

PT-0 FINISH TAG

EXIST

CONSTRUCTION

TO REMAIN -

NIC

PT-3

PT-2 PT-2 PT-2

PT-2

KEYNOTES:

1/2" SPACING AT BARRIER HINGES & CENTER LEAF AT

DOORS, TYP

2" X 2" ALUMINUM POSTS W/ CONCEALED BRACKETS,

TYP

EXISTING WALL

PANIC HARDWARE WITH PLATE, TYP

5 NEW WALL FOR SLIDING DOOR

6 EXISTING STEEL TUBE

7 HURRICANE RATED SLIDING DOOR - REFER TO DOOR

SCHEDULE IN A502 SHEET

8 GYPSUM BOARD SOFFIT

9 NEW STEEL BEAM - REFER TO STRUCTURAL DWGS

10 EXISTING PIPE TO REMAIN

11 EXISTING EXPANSION JOINT COVER

12 NEW DIRECTIONAL SIGNAGE TO MATCH EXISTING - REFER

TO OWNER FOR MOUNTING LOCATIONS

13 NEW TACTILE SIGNAGE TO MATCH EXIST- REFER TO

OWNER FOR MOUNTING LOCATIONS AND A-603

14 AIRPORT HOURS SIGNAGE TO MATCH EXISTING - REFER

TO OWNER FOR MOUNTING LOCATIONS

15 GLAZING PATTERN FILM TO MATCH EXISTING ALUMINUM

DOORS

FIXED CROWD BARRIER BASE PLATE TO ALIGN AT THE

EXISTING WALL EDGE, VERIFY IN FIELD

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

EMERGENCY EXIT ONLY NO ENTRY - EXIT ONLY

DATE : DWG. NO.

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

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DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-501

BARRIER TYPES

& SCHEDULES

GATE HARDWARE SCHEDULE

QTY ITEM MODEL REMARKS

HARDWARE SET #1 - SINGLE GATE

2 SELF-CLOSING HINGES 8035 FACE MOUNT, HINGES SHALL

OPEN 180

1 DOOR HOLDER - 490.26D

1 EXIT DEVICE W/

STANDARD KIT

40xW 10035-S36

WEATHERIZED STAINLESS, 36"

DOOR WIDTH

1 GATE LATCH PROTECTOR 6015-S-2

1 UNDRILLED ADJUSTABLE

MOUNTING PLATE 6500-S FRONT OF GATE

GATE BARRIER SCHEDULE

TYPE WIDTH HARDWARE SET REMARKS

B01 1'-4" -

B02 2'-4" -

B03 4'-6" -

B04 5'-0" -

B05 5'-9" -

B06 6'-6" -

B07 7'-2" -

B08 3'-4" -

B09 1'-6" -

BD01 3'-4" #1

A-501

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

GATE DOOR TYPE LEGEND

1/2" = 1'-0"

1' 2' 4'0'

BD01

TYPE

A-601

TYPTYP

A-601

A-501

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

GATE BARRIER TYPE LEGEND

1/2" = 1'-0"

1' 2' 4'0'

1'-4"

6" 6"

4'- 6"

4" 7"

6" TY

5 1 /4"

2 3/4" x 2"

ALUMINUM

TOP RAIL, TYP

3/4"X3/4"

ALUM PICKETS,

TYP

2"x 2" ALUM

POST, TYP

2'-4"

3 1/2"

TYP

8 3/4"

4'- 6"

6" TY

P 5 1

/4"

B01

TYPE

4'-6"

1'-4 1/4"

TYP

EQ EQ

8 3/4" 1 1/2"

TYP

6" TY

5'-0"

1'-5 1/4"

TYP

EQ EQ

4'- 6"

4" 7"

6" TY

5 1 /4"

B02

TYPE

B03

TYPE

B04

TYPE

A-601

TYP

A-601

TYP

A-601

TYP

A-601

TYP

5'-9"

1'-4 1/4"

TYP

EQ EQ

1 1/4"

TYP

4'- 6"

4" 7"

6" TY

5 1 /4"

4'- 6"

4" 7"

6" TY

5 1 /4"

6'-6"

1'-5 1/4"

TYP

EQ EQ

3 3/4"

TYP

B05

TYPE

B06

TYPE

7'-2" 1'-4 1/4"

TYP8 1/4" 8 1/4"

TYP

4'- 6"

4" 7"

6" TY

5 1 /4"

3'-4"

4'- 6"

4" 7"

6" TY

5 1 /4"

1 1/4"

TYP

1'-5 1/4"

TYP

EQ EQ

A-601

TYP

A-601

TYP

A-601

TYP

A-601

TYP

B07

TYPE

B08

TYPE

A-601

TYP

B09

TYPE

4'- 6"

4" 7"

6" TY

5 1 /4"

1'-6"

EQ EQ

1/2"

TYP 3'-3 1/2"

1/2"

TYP

4'- 6"

3'- 4"

, T

3'-4"

REAR VIEW FRONT VIEW

3/4"x 2" MID

& BOT RAIL,

TYP

2 3/4" x 2"

ALUMINUM

TOP RAIL, TYP

3/4"X3/4"

ALUM PICKETS,

TYP

2"x 2" ALUM

POST, TYP

3/4"x 2" MID

& BOT RAIL,

TYP

2 3/4" x 2"

ALUMINUM

TOP RAIL, TYP

3/4"X3/4"

ALUM PICKETS,

TYP

2"x 2" ALUM

POST, TYP

3/4"x 2" MID

& BOT RAIL,

TYP

2 3/4" x 2"

ALUMINUM

TOP RAIL, TYP

3/4"X3/4"

ALUM PICKETS,

TYP

2"x 2" ALUM

POST, TYP

3/4"x 2" MID

& BOT RAIL,

TYP

2 3/4" x 2"

ALUMINUM

TOP RAIL, TYP

3/4"X3/4"

ALUM PICKETS,

TYP

2"x 2" ALUM

POST, TYP

3/4"x 2" MID

& BOT RAIL,

TYP

2 3/4" x 2"

ALUMINUM

TOP RAIL, TYP

3/4"X3/4" ALUM

PICKETS,

TYP

2"x 2" ALUM

POST, TYP

3/4"x 2" MID

& BOT RAIL,

TYP

2 3/4" x 2"

ALUMINUM

TOP RAIL, TYP

3/4"X3/4" ALUM

PICKETS,

TYP

2"x 2" ALUM

POST, TYP

3/4"x 2" MID

& BOT RAIL,

TYP

2 3/4" x 2"

ALUMINUM

TOP RAIL, TYP

3/4"X3/4" ALUM

PICKETS,

TYP

2"x 2" ALUM

POST, TYP

3/4"x 2" MID

& BOT RAIL,

TYP

2 3/4" x 2"

ALUMINUM

TOP RAIL, TYP

3/4"X3/4" ALUM

PICKETS,

TYP

2"x 2" ALUM

POST, TYP

3/4"x 2" MID

& BOT RAIL,

TYP

LATCH PROTECTOR

VINYL SIGNAGE

'NO ENTRY - EXIT

ONLY' INSTALL

AT EXTERIOR

24" HEIGHT

MOUNTING PLATEVINYL SIGNAGE

'EMERGENCY EXIT ONLY'

INSTALL AT INTERIOR

24" HEIGHT

MOUNTING PLATE

W/ EXIT DEVICE

SELF-CLOSING

HINGE, TYP

LATCH PROTECTOR

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

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DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-502

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

SLIDING DOOR TYPE

1/2" = 1'-0"

1' 2' 4'0'

FRAME WIDTH

DOOR WIDTH

SIDELITE SIDELITE

SF01

TYPE

A-502

SLIDING DOOR

TYPES &

SCHEDULES

1. CONTRACTOR SHALL CONDUCT FIELD MEASUREMENTS AND VERIFY

ALL FIELD CONDITIONS. SUBMIT SHOP DRAWINGS FOR REVIEW AND

APPROVAL.

2. INSTALL TROPICAL STOREFRONT GRAPHICS AND SIGNAGE ON SLIDING

DOORS AND FIXED SIDELITES TO MATCH EXISTING. THE CONTRACTOR

SHALL RETAIN WIZARD OF ART, LTD. FOR THE INSTALLATION OF

STOREFRONT GRAPHICS. CONTACT KIRKLAND HURR AT 808-206-0693

OR KIRKLAND@WIZARDOFART.NET.

3. GLASS GLAZING TO MATCH EXISTING. SEE TECHNICAL SPECIFICATION

08801-GLAZING.

4. STOREFRONT SHALL BE BRONZE FINISH. SUBMIT FRAME AND GLAZING

SAMPLES FOR REVIEW AND APPROVAL.

5. THE AUTOMATIC SLIDING DOORS TO BE PROGRAMMED FOR ONE-WAY

TRAFFIC FOR EXIT ONLY.

6. COORDINATE EXACT LOCATION OF ROCKER CONTROL SWITCH,

JUNCTION BOXES AND CONDUIT ROUTING WITH MANUFACTURER AND

CONSTRUCTION MANAGEMENT BEFORE INSTALLATION.

7. ALL SIGNAGE SHALL BE SUBMITTED TO DOT-A FOR APPROVAL.

GENERAL NOTES

FRAME WIDTH

DOOR WIDTH

SIDELITE SIDELITE

DOOR SCHEDULE

DOOR

NO. LOCATION

DOOR FRAME

REMARKS

HEIGHT WIDTH THICKNESS DOOR TYPE MATERIAL FINISH HARDWARE HEIGHT WIDTH MATERIAL FINISH

1 INTERNATIONAL ARRIVALS

ELEVATOR LOBBY 6'-11" 6'-6 1/2" 2 1/8" SF01 ALUMINUM 303 DARK

BRONZE 1 7'-7 1/2" 18'-0" ALUMINUM 303 DARK

BRONZE HURRICANE IMPACT & BREAKAWAY DOOR

2 ELEVATOR LOBBY 4 6'-11" 6'-0 1/2" 2 1/8" SF01 ALUMINUM 303 DARK

BRONZE 1 7'-7 1/2" MAX

OPENING ALUMINUM 303 DARK

BRONZE HURRICANE IMPACT & BREAKAWAY DOOR

3 ELEVATOR LOBBY 5 6'-11" 5'-0 1/2" 2 1/8" SF01 ALUMINUM 303 DARK

BRONZE 1 7'-7 1/2" MAX

OPENING ALUMINUM 303 DARK

BRONZE HURRICANE IMPACT & BREAKAWAY DOOR

SLIDING DOOR HARDWARE SCHEDULE

QTY ITEM MODEL REMARKS

HARDWARE SET #1 - SLIDING DOOR

1 SET STANDARD LOCK - REFER TO SPECIFICATIONS

1 THRESHOLD - REFER TO SPECIFICATIONS

1 FLOOR STOP - REFER TO SPECIFICATIONS

MATERIAL & FINISH SCHEDULE

SYMBOL MATERIAL

BASIS OF DESIGN

MANUFACTURER (OR

APPROVED EQUAL)

DESCRIPTION FINISH/

COLOR LOCATION REMARKS

WALL

PT-1 PAINT BENJAMIN MOORE WALL PAINT AND DEF

SYSTEM COLOR

MATCH

EXISTING

ELEVATOR

LOBBIES -

EXTERIOR AND

INTERIOR

VERIFY IN FIELD

PT-2 PAINT BENJAMIN MOORE GATE/BARRIER PAINT MATCH

EXISTING BARRIER GATES VERIFY IN FIELD

PT-3 PAINT BENJAMIN MOORE STEEL BEAM PAINT

MATCH

SLIDING DOOR

FINISH COLOR

ELEVATOR

LOBBIES VERIFY IN FIELD

BASE

S-1 TILE BASE DALTILE TYPICAL TILE BASE GOVERNOR BLACK

DR11 - MATTE

ELEVATOR

LOBBIES 6"X12" COVE BASE

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

C :\U

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DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-601

DETAILS

A-601 6"

EXISTING CONC

BASE, TYP

8"x 8" ALUMINUM

BASE PLATE, TYP

2"x2" ALUMINUM

TUBE POSTS

3/4"X3/4" ALUMINUM

TUBE PICKETS-

REFER TO DETAIL &

ELEVATIONS FOR

ORIENTATION &

SPACING

2 3/4"X2" ALUMINUM

TUBE TOP RAIL

2" 3'-

A-601

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

RAILING SECTION

1 1/2" = 1'-0"

12"0 6"3"

2"x2" POST, TYP

ANCHOR BOLT W/

ROUNDED HEAD,

INCLUDE WASHER

& NUT, TYP

8"x8" ALUMINUM

BASEPLATE, TYP

EXISTING CONC

FLOOR

℄ANCHOR BOLT W/

ROUNDED HEAD,

INCLUDE WASHER

& NUT, TYP

EXISTING CONC

FLOOR

2"x2" POST, TYP 8"x8" ALUMINUM

BASEPLATE, TYP

8"X8" ALUMINUM

BASEPLATE

2 3/4"x2" TOP/

BOTTOM RAIL

ABOVE

2"x2" ALUMINUM

POSTS

ANCHOR BOLT

W/ ROUNDED

HEAD, TYP

2" 4"

2 1/2" CONC

TOPPING SLAB

VERIFY IN FIELD

(E) 5" CONC

SLAB-ON GRADE

1/2" DIA SS316 HILTI KWIK

HUS-EZ ANCHORS

EMBEDDED INTO (E) CONC

SLAB-ON-GRADE, TYP

A-601

SCALE: 3"=1'-0"

BASEPLATE DETAIL

A-601

SCALE: 3"=1'-0"

BASEPLATE PLAN VIEW

3" = 1'-0"

0 4" 8"1" 2"

3" = 1'-0"

0 4" 8"1" 2"

A-601

SCALE: 3"=1'-0"

ALTERNATE BASEPLATE DETAIL

2 1/2" CONC

TOPPING SLAB

VERIFY IN FIELD

(E) 5" CONC

SLAB-ON GRADE

1/2" DIA SS316 HILTI KWIK

HUS-EZ ANCHORS

EMBEDDED INTO (E) CONC

SLAB-ON-GRADE, TYP

A-601

SCALE: 3"=1'-0"

ALTERNATE BASEPLATE PLAN VIEW

3" = 1'-0"

0 4" 8"1" 2"

3" = 1'-0"

0 4" 8"1" 2"

BASEPLATE BELOW

BOTTOM RAIL

POST BELOW

HOLDER ATTACHED

TO BOTTOM RAIL

HOLDER STRIKE

ATTACHED TO GATE'S

BOTTOM RAIL

EQ EQ CENTER DOOR HOLDER

TO GATE SIDE RAIL

A-601

SCALE: 3"=1'-0"

HOLD-OPEN CONNECTION DETAIL

3" = 1'-0"

0 4" 8"1" 2"

4"2" 8"

8"X8" ALUMINUM

BASEPLATE

2 3/4"x2" TOP/

BOTTOM RAIL

ABOVE

2"x2" ALUMINUM

POSTS

ANCHOR BOLT

W/ ROUNDED

HEAD, TYP

8" 2" 4"

2" 8" 4"

5" 5"

A-601

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

WALL SECTION

3/4" = 1'-0"

1' 2' 4'0

EXISTING GYPSUM

SOFFIT

NEW WALL BEYOND

- REFER TO FLOOR PLAN

FOR LOCATION

SLIDING DOOR,

TYP - REFER TO

DOOR SCHEDULE

DEFS SYSTEM

WALL BEYOND

EXTERIOR

ELEVATOR

LOBBY 5

INTERIOR

OPENING TO

STAIRS BEYOND

NEW STEEL BEAM

- REFER TO STRUCTURAL

DRAWING

MATCH PAINT COLOR

TO ALUMINUM SLIDING

DOOR FINISH

A-601

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

WALL SECTION

EXTERIOR

INTERNATIONAL

ARRIVALS

ELEVATOR LOBBY/

ELEVATOR

LOBBY 4

INTERIOR

3/4" = 1'-0"

1' 2' 4'0

EXISTING WALL

AND STEEL BEAM

NEW WALL BEYOND

- REFER TO FLOOR PLAN

FOR LOCATION

SLIDING DOOR,

TYP - REFER TO

DOOR SCHEDULE

NEW STEEL BEAM

- REFER TO STRUCTURAL

DRAWING

MATCH PAINT COLOR

TO ALUMINUM SLIDING

DOOR FINISH

DEFS SYSTEM

WALL BEYOND

A-601

3/4"X2" ALUMINUM

MID & BOTTOM

RAIL

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

SHEET :

REVISIONSNO. DATE REVISIONS

PROJECT TITLE :

PROJECT NO.:

SHEET TITLE:

DATE

STATE OF HAWAII

DEPARTMENT OF TRANSPORTATION

AIRPORTS

JV AQ/IC/CG JV/MM/EE JD

CONSTRUCTION

DOCUMENTS

APRIL 2026

LOBBIES 4 AND 5

IMPROVEMENTS

CO1549-33

30 APRIL 2026

OF 23 SHEETS

C :\U

\G H

D \P

R -1

O C

P R

F Y2

- G

O _X

- C

R O

W D

R S

- L O

4- 5\

N \A

-D

.D W

DANIEL K. INOUYE INTERNATIONAL AIRPORT

HONOLULU, OAHU, HAWAII

A-602

DETAILS

DEFS SYSTEM

3/4" DENSGLASS

SHEATHING

1 1/2" = 1'-0"

12"0 6"3"

METAL STUD,

TYP

5/8" TYPE 'X'

GYPSUM BOARD

(E) WALL

SIDELITE

SLIDING DOOR

BASE TILE

SIDELITE

SEALANT, TYP

BASE TILE PLASTIC SHIM INTERIOR

EXTERIOR

A-602

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

SLIDING DOOR DETAIL PLAN VIEW

HEADER ABOVE

THRESHOLD

A602

A-602

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

SLIDING DOOR SECTION

- R

INTERIOREXTERIOR

(E) STEEL BEAM

VERIFY HEIGHT

IN FIELD

SLIDING DOOR

MOTION SENSOR

WALL BEYOND

SEALANT AT PERIMETER

OF DOOR FRAME

DEFS WALL

BEYOND

TILE BASETILE BASE

THRESHOLD(E) CONC

FLOOR

1 1/2" = 1'-0"

12"0 6"3"

DOOR FRAME

BEYOND

A-602

SCALE:…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 24, 2026.