20260508 DHHL EHDO Office Improvements.pdf

PDF 10 MB Posted May 13, 2026

Attached to: East Hawaii Hilo District Office Improvements
Solicitation number: B26002854
Issued by: Hawaii County, Hawaii

About this file

Written by GovTribe AI · May 14, 2026

This file is an architectural and engineering design document for the Department of Hawaiian Home Lands (DHHL) East Hawaii Hilo District Office Improvements project located at 162 Baker Avenue, Hilo, Hawaii. The project encompasses comprehensive renovations to the existing DHHL office building and associated structures on two parcels (TMK: 3 2-1-023:157 & 158) totaling approximately 1.1836 acres. The scope of work includes enlargement and renovation of the DHHL office building (adding 864 square feet to the existing 4,896 square feet for a total of 5,760 square feet), creation of a new conference room (543 square feet), new office space (229 square feet), garage extension (229 square feet), parking lot resurfacing, fence replacement, mechanical system replacements including split air conditioning units, plumbing fixture upgrades with ADA accessibility features, electrical system upgrades including new lighting and data infrastructure, roof repairs and patching, interior wall finishes, and improvements to the OHA building including new flooring, fixture replacements, and telecommunication upgrades. The design plans are dated May 8, 2026, and include detailed architectural, structural, civil, plumbing, mechanical, and electrical drawings prepared by Hawaii Engineering Group, Inc. with professional engineers Gregory D. Santoro (Civil), Ather R. Dar (Structural), and Kenneth R. Welch (Electrical).

The project is designed to conform to the 2018 International Building Code, 2018 National Fire Protection Association standards, 2015 IECC energy code, and 2020 National Electrical Code requirements for Hawaii. Construction specifications require compliance with standard public works construction specifications and include detailed requirements for erosion control, best management practices, structural design criteria (140 mph wind loads, seismic design category D), material specifications for concrete, lumber, reinforcing steel, plumbing fixtures, mechanical equipment (Mitsubishi mini-split air conditioning units and fan coil units), and electrical components. The project requires special inspections for concrete work, reinforcing steel, termite protection, and complete load path/uplift ties. All construction materials, labor, equipment, and supervision necessary to complete the work as detailed in the scope of work and design plans are to be furnished by the contractor, with the contractor bearing full responsibility for construction methodology, safety precautions, utility coordination, protection of existing conditions, and field verification of all dimensions and site conditions.

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Other files

File	Type	Posted
20260501 DHHL EHDO Water Line Improvements.pdf	PDF	May 13, 2026
03 Sample DHHL Contract.pdf	PDF	May 13, 2026
01 Notification and Identification Rev signed.pdf	PDF	May 13, 2026
02 Bidding and Contract Requirements.pdf	PDF	May 13, 2026
04 Sample Forms.pdf	PDF	May 13, 2026
Scope of Work.pdf	PDF	May 13, 2026
AG-008 103D General Conditions (1.10.23).pdf	PDF	May 13, 2026

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Exp. Date: 4-30-26

H a w a i i , U S

Licensed

Professional

Engineer

7808-S

A T

R .

D A

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

2 0 2 0 / C P - 1 8 6

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

DRAWEFILE FOLDER

DATE BYREVISIONS

DATE:

DRAWN BY:

SHEET

JOB NO.

OF SHTS

CHECKED BY:

SUPV:

REVISION NO.

DEPARTMENT OF HAWAIIAN HOME LANDS

T.M.K.:

T01

TITLE SHEET

24-096

EAST HAWAII HILO DISTRICT OFFICE

DHHL OFFICE IMPROVEMENTS

05/08/26

162 BAKER AVE, HILO, HI 96720

(3) 2-1-023:157 & 158

ENGINEERS

HAWAII ENGINEERING GROUP, INC.

1088 BISHOP STREET, SUITE 2506

HONOLULU, HAWAII 96813

CONTACT:

CIVIL - GREGORY D. SANTORO, P.E.

STRUCTURAL - ATHER R. DAR, P.E.

ELECTRICAL - KENNETH R WELCH, P.E.

DEPARTMENT OF HAWAIIAN HOME LANDS, STATE OF HAWAII

LAND DEVELOPMENT DIVISION

91-5420 KAPOLEI PARKWAY

KAPOLEI, HAWAII 96707

CONTACT:

KALI WATSON

CHAIRMAN, HAWAIIAN HOMES COMMISSION

1. THE INFORMATION CONTAINED HEREIN IS BASED UPON LIMITED FIELD

INVESTIGATIONS AND AVAILABLE RECORD DRAWINGS.

2. DRAWINGS ARE INTENDED TO PROVIDE A GRAPHIC ILLUSTRATION OF DESIGN

CONCEPT, ONLY, AND DEPICT THE GENERAL PLACEMENT OF CERTAIN

COMPONENTS IN RELATION TO EACH OTHER.

3. FOR CLARITY, DETAIL DRAWINGS DO NOT SHOW ALL COMPONENTS OR

ILLUSTRATE ALL FIELD CONDITIONS THAT MAY BE PRESENT.

4. CONTRACTOR SHALL TAKE MEASUREMENTS AND FIELD-VERIFY ALL CONDITIONS

AND DIMENSIONS PRIOR TO CONSTRUCTION AND/OR FABRICATION.

5. ALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING BUILDING CODES:

2018 IBC

2018 NFPA 1, UFC

2018 UPC WITH STATE AMENDMENTS

2015 IECC

2020 NEC

TITLE 11 CHAPTER 39

OWNER: DEPARTMENT OF HAWAIIAN HOME LANDS

TAX MAP KEY: (3) 2-1-023:157 & 158 (?only?)

ZONING: RS-10

STATE LAND USE: URBAN

FLOOD ZONE: X

SMA: NOT IN SMA

LOT AREA: ?51,557 SQ. FT., (1.1836 ACRES)?

(E) OHA BUILDING: 960 SQ. FT.

(E) CLASSROOM C: 2,208 SQ. FT.

(E) CLASSROOM D: 960 SQ. FT.

(E) DHHL BUILDING: 4,896 SQ. FT.

(N) DHHL BLDG ADDITIONS: 864 SQ. FT.

TOTAL DHHL BLDG SQ. FT.: 5,760 SQ. FT.

OCCUPANCY GROUP: (LESS THAN 300) B

CONSTRUCTION TYPE: V-B

OCCUPANCY LOAD: 95, SEE SHEET A04

LOAD FACTORS: 400 NET, 15 NET

PLUMBING FIXTURES: CONFERENCE ROOM = 88

MALE WC: 1 PER 125, 2 UNISEX WATER CLOSETS PROVIDED

FEMALE WC: 1 PER 65, 2 UNISEX WATER CLOSETS PROVIDED

LAVATORIES: 1 PER 200, 2 UNISEX LAVATORIES PROVIDED

GENERAL NOTES

PREPARED BY

PREPARED FORISLAND MAP

PROJECT DATA INDEX TO DRAWINGS

STATE OF HAWAII

DEPARTMENT OF HAWAIIAN HOME LANDS

IFB-26-HHL-009

162 BAKER AVE, HILO, HI 96720

T.M.K.: (3) 2-1-023:157 & 158

EAST HAWAI'I DISTRICT OFFICE

DHHL OFFICE IMPROVEMENTS

PAPA

MILOLII

WAIAHUKINI

KAALUALU

NAALEHU

HONUAPO

PAHALA

VOLCANOVOLCANO HOUSE

GLENWOO

MOUNTAIN VIEW

KALAOA

HOLUALOA

KAILUA-KONA

KEAUHOU

KEALAKEKUA

CAPTAIN COOK

HONAUNAU

KURTISTOWN

KEAAU

KAPAANU

KALAPANA

OPIHIKAO

POHOIKI

PAHOA

KOAE

HILO

PAPAIKOU

PUA AKALA

PEPEEKEO

HONOMU

HAKALAU

NINOLE

WELOK

PAPAALOA LAUPAHOEHOE

KEANAKOLU

UMIKOA

OOKALA

PAAUILO

PAAUHAU

HONOKAA

MANA

KIPAHULU

WAIMEA (KAMUELA)

KUKUIHAELE

NIULII

HALAULA

KAPAAU (KOHALA)

HAW

MAHUKONA

KAWAIHA

WAIAK

APUAKO

WAIKOLO

PUUANAHULU

KIHOLO

MAHAIULA

STATE OF HAWAII

HAWAII

MAUI

LANAI

MOLOKAI

OAHU

KAUAINIIHAU

VICINITY MAP

PROJECT LOCATION

COUNT SHEET NO. SHEET DESCRIPTION

1 T01 TITLE SHEET

2 G01 GENERAL NOTES, ABBREVIATIONS, & SYMBOLS

3 C01 CIVIL NOTES AND BMP DETAIL

4 C02 EROSION AND SEDIMENT CONTROL PLAN

5 C03 EXISTING SITE AND DEMO PLAN

6 C04 REVISED DRAINAGE PLAN

7 C05 CIVIL DETAILS

8 C06 CIVIL DETAILS

9 A01 SITE PLAN

10 A02 NEW FLOOR AND ROO PLAN

11 A03 DEMO PLAN

12 A04 CEILING AND LIFE SAFTEY PLAN

13 A05 EXTERIOR ELEVATIONS, SECTIONS, AND DOOR & WINDOW

SCHEDULES

14 A06 INTERIOR ELEVATIONS AND MOUNTING HEIGHTS

15 A07 OHA BUILDING PLANS

16 A08 ROOM FINISH SHEDULE

17 S01 STRUCTRUAL NOTES

18. S02 STRUCTURAL FLOOR PLANS

19 S03 STRUCTURAL DEMO FLOOR PLANS

20 S04 STRUCTURAL SECTIONS

21 S05 STRUCTURAL DETAILS

22 S06 STRUCTURAL DETAILS

23 P01 PLUMBING NOTES, SPEC AND LEGEND

24 P02 PLUMBING PLANS - OFFICE BLDG

25 P03 PLUMBING PLANS - OHA BLDG

26 P04 PLUMBING DETAIL AND ISO

27 M01 MECHANICAL NOTES, SPEC AND LEGEND

28 M02 MECHANICAL PLANS - OFFICE BLDG

29 M03 MECHANICAL PLANS - OHA BLDG

30 M04 MECHANICAL DIAGRAM AND DETAILS

31 E01 ELECTRICAL NOTES

32 E02 ELECTRICAL NOTES

33 E03 ELECTRICAL FLOOR PLAN

34 E04 ELECTRCIAL FLOOR PLAN - OHA BUILDING

35 E05 ELECTRICAL SCHEDULES

APPROVAL

PLANNING

DATE:

REVIEWER NAME:

PLUMBING

DATE:

REVIEWER NAME:

ENGINEERING

DATE:

REVIEWER NAME:

MECHANICAL

DATE:

REVIEWER NAME:

DEM WASTEWATER

DATE:

REVIEWER NAME:

FIRE

DATE:

REVIEWER NAME:

DOH WASTEWATER

DATE:

REVIEWER NAME:

STRUCTURAL

DATE:

REVIEWER NAME:

DOH FOOD SAFETY

DATE:

REVIEWER NAME:

BUILDING

DATE:

REVIEWER NAME:

ELECTRICAL

DATE:

REVIEWER NAME:

PROJECT LOCATION

NORTH

A101

SIM

A101

SIM

A101

SIM

R e f

A101

SIM

WALL SECTION,

ELEVATION, OR IMAGE

PLAN DETAIL

REFERENCE

BUILDING SECTION

R e f

A101

SIM

DETAIL SECTION

DETAIL REFERENCE

DRAWING NUMBER

REVISION CLOUD

AND NUMBER

COLUMN GRID LINE

DOOR TAG

WINDOW TAG

INTERIOR ELEVATION

NORTH ARROW

00 XX KEY NOTE

ROOM

INTERIOR

ELEV

SYMBOLS

Exp. Date: 4-30-26

H a w a i i , U S

Licensed

Professional

Engineer

7808-S

A T

R .

D A

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

2 0 2 0 / C P - 1 8 6

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

DRAWEFILE FOLDER

DATE BYREVISIONS

DATE:

DRAWN BY:

SHEET

JOB NO.

OF SHTS

CHECKED BY:

SUPV:

REVISION NO.

DEPARTMENT OF HAWAIIAN HOME LANDS

T.M.K.:

G01

GENERAL NOTES, ABBREVIATIONS, & SYMBOLS

24-096

EAST HAWAII HILO DISTRICT OFFICE

DHHL OFFICE IMPROVEMENTS

05/08/26

162 BAKER AVE, HILO, HI 96720

(3) 2-1-023:157 & 158

GENERAL NOTES:

1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. TO COMPLETE THE WORK INDICATED ON THE

DRAWINGS AND SPECIFIED HEREIN.

2. THE CONTRACTOR SHALL VERIFY NEW WORK REQUIREMENTS AT EXISTING CONDITION AND LOCATION.

3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES FOR CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO SAFETY PRECAUTIONS. THE CONTRACTOR SHALL PROVIDE SAFE PASSAGEWAYS TO OCCUPIED SPACES AND ERECT SUCH BARRICADES AND COVERINGS FOR BUILDING OCCUPANTS, VISITORS AND WORK CREWS.

4. THE CONTRACT WORK ZONE PLAN DEFINES THE AREAS ACCESSIBLE, SHARED, RESTRICTED TO THE CONTRACTOR USE. THE CONTRACTOR IS STILL RESPONSIBLE FOR THE DEMOLITION, REPAIR AND REFINISH OF THOSE AREAS SHOWN AND SPECIFIED AS

SUCH IN THESE SET OF DOCUMENTS.

5. CONTRACTOR SHALL NOT SHUTDOWN ANY UTILITY SYSTEM OF THE BUILDING WITHOUT PRIOR WRITTEN APPROVAL FROM THE CONTRACTING OFFICER AND SHALL PROVIDE 72 HOURS ADVANCE NOTICE OF ANY SHUTDOWN. HOURS AND THE TIME OF THE DAY FOR ANY PROPOSED SHUTDOWN SHALL BE THE SOLE DISCRETION OF THE CONTRACTING OFFICER.

6. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING CONDITIONS, LANDSCAPE, WALKWAY, SURFACES AND AREAS WHICH ABUT THE PROPOSED WORK. RESTORE DAMAGED AREAS, SURFACES OR CONDITIONS TO ORIGINAL OR BETTER

CONDITION AT NO COST.

7. PROVIDE SECURITY AND FACILITIES TO PROTECT WORK AND EXISTING FACILITIES FROM UNAUTHORIZED ENTRY, VANDALISM, AND THEFT.

8. PROTECT EXISTING FINISHED SURFACES FROM TRAFFIC, DIRT, WEAR, DAMAGE, OR MOVEMENT OF HEAVY OBJECTS, BY

PROTECTING WITH DURABLE SHEET MATERIALS.

9. COORDINATE ACTIVITIES OF HEAVY NOISE AND VIBRATION WITH THE CONTRACTING OFFICER REPRESENTATIVE.

10. (E) INDICATES EXISTING DIMENSION. CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS.

11. TEMPORARY PASSAGEWAYS, IF REQUIRED, SHALL BE ACCESSIBLE AND COMPLY WITH THE AMERICANS WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINES (ADAAG).

EROSION AND TEMPORARY DUST CONTROL:

1. FOR DRAIN INLETS OUTSIDE OF THE ROADWAY, USE FILTER SOCKS FOR SEDIMENT PROTECTION. FOR DRAIN INLETS WITHIN

THE ROADWAY, USE ULTRA DRAIN GUARD WITH OVERFLOW BYPASS OR EQUIVALENT.

2. DURING CONSTRUCTION, PREVENTATIVE MEASURES SHALL BE USED TO CONTROL FORESEEABLE DUST, EROSION OR

SEDIMENTATION PROBLEMS WHICH MAY ARISE AS THE JOB PROGRESSES.

3. FUGITIVE DUST AND SOLID WASTE DISPOSAL DURING GRUBBING AND GRADING ACTIVITIES SHALL MEET REQUIREMENTS OF ADMINISTRATIVE RULES, TITLE II, CHAPTER 60, AIR POLLUTION CONTROL AND CHAPTER 58, SOLID WASTE MANAGEMENT CONTROL.

4. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AREA AND SURROUNDING AREA FREE FROM DUST NUISANCE. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE

STATE DEPARTMENT OF HEALTH.

BEST MANAGEMENT PRACTICES (BMP) NOTES:

1. EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO START OF PROJECT AND BE MAINTAINED UNTIL COMPLETION OF

PROJECT.

2. CONTRACTOR TO PERIODICALLY INSPECT SILT FENCE, STABILIZED CONSTRUCTION ENTRANCE, CATCH BASIN AND INLET FILTERS, ESPECIALLY DURING HEAVY RAINFALL. CONTRACTOR SHALL ALSO ENSURE DRAINAGE THROUGH FILTER MATERIAL IS

MAINTAINED.

3. THE FINAL LIFT OF EACH DAY'S WORK SHALL BE COMPACTED TO PREVENT EROSION OF FILL MATERIAL.

4. GOOD HOUSEKEEPING SHALL BE UTILIZED TO ENSURE PROTECTION OF ROADWAYS FROM MUD, DIRT, AND DEBRIS.

5. THE CONTRACTOR SHALL ENSURE THAT ALL TIRES OF CONSTRUCTION VEHICLES ARE SUFFICIENTLY CLEANED OFF SO THAT DIRT OR DEBRIS IS NOT TRACKED OFF THE CONSTRUCTION SITE. WASHING OFF TIRES WITH WATER WILL NOT BE ACCEPTABLE UNLESS THE RUNOFF IS CONTAINED AND DOES NOT ENTER THE STORM DRAIN SYSTEM OR ONTO THE STATE'S ROW.

6. AT THE END OF GRADING OPERATIONS AND AT THE COMPLETION OF PROJECT, CONTRACTOR SHALL INSPECT ALL CATCH BASIN, DRAIN INLET AND DRAIN MANHOLES SURROUNDING THE PROJECT SITE. ANY ACCUMULATED SEDIMENT AND DEBRIS FOUND IN THE STORM DRAIN STRUCTURES SHALL BE REMOVED. PLEASE NOTE THAT FLUSHING INTO THE DRAIN STRUCTURES IS

PROHIBITED.

7. ANY DIRT OR GRASSED AREA DISTURBED SHALL BE RESTORED BY RE-GRASSING THE AREA OR BY SEEDED HYDROMULCH.

THE GRASS SHALL BE FULLY ESTABLISHED AT COMPLETION OF PROJECT.

ABBREVIATIONS

& AND N NORTH

∠ ANGLE NIC NOT IN CONTRACT

@ AT NO NUMBER

℄ CENTERLINE NTS NOT TO SCALE

CHANNEL NVR NETWORK VIDEO RECORDER

∅ DIAMETER OR ROUND

% PERCENT OA OVERALL

PERPENDICULAR OC ON CENTER

# POUND OR NUMBER OD OUTSIDE DIAMETER/DIMENSION

⅊ PROPERTY LINE OF/CI OWNER FURNISHED-

OWNER INSTALLED

AB ANCHOR BOLT OFF OFFICE

ABV ABOVE OPNG OPENING

ACOUS ACOUSTICAL OPP OPPOSITE

ACS ACCESS CONTROL SYSTEM

ADA AMERICANS WITH DISABILITIES ACT PL PROPERTY LINE

ADDM ADDENDUM PNL PANEL

ADJ ADJACENT, ADJUSTABLE PROP PROPERTY

AFF ABOVE FINISH FLOOR PT POINT

ALUM ALUMINUM PTN PARTITION

ALT ALTERNATE

ANOD ANODIZED R RISER, RADIUS

APPROX APPROXIMATE REF REFERENCE

ARCH ARCHITECT(URAL) REINF REINFORCES, REINFORCING

REQD REQUIRED

BD BOARD RM ROOM

BLDG BUILDING RO ROUGH OPENING

BLKG BLOCKING

BOT BOTTOM SCHED SCHEDULE

SECT SECTION

CLG CEILING SHT SHEET

CLR CLEAR(ANCE) SIM SIMILAR

CMU CONCRETE MASONRY UNIT(S) SLDG SLIDING

COL COLUMN SPEC SPECIFICATION

CONC CONCRETE SQ SQUARE

COND CONDITION SST STAINLESS STEEL

CONN CONNECTION STC SOUND TRANSMISSION CLASS

CONSTR CONSTRUCTION STD STANDARD

CONT CONTINUOUS STL STEEL

CONTR CONTRACTOR STOR STORAGE

COORD COORDINATE STRUCT STRUCTURAL

SUSP SUSPEND(ED)

D DEEP, DEPTH SYMM SYMMETRICAL

DEMO DEMOLISH

DET DETAIL THK THICK

DIA DIAMETER TYP TYPICAL

DIAG DIAGONAL

DIM DIMENSION UL UNDERWRITERS LABORATORIES

DN DOWN UNO UNLESS NOTED OTHERWISE

DR DOOR

DWG DRAWING VERT VERTICAL

DWR DRAWER

W WEST, WIDE,WIDTH

EA EACH W/ WITH

EL ELEVATION WDW WINDOW

ELEC ELECTRICAL W/O WITHOUT

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EXP EXPANSION

(E), EXIST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FFEL FINISHED FLOOR ELEVATION

FIN FINISH(ED)

FL FLOOR

FOF FACE OF FINISH

FR FRAME

FT FOOT, FEET

GA GAUGE

GALV GALVANIZED

GB RAB BAR

GL GLASS

GND GROUND

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

ID INSIDE DIAMETER/ DIMENSION

IDS INTRUSION DETECTION SYSTEM

INCL INCLUD(ED), (ING), (SIVE)

INT INTERIOR

KD KNOCKED DOWN

KO KNOCK-OUT

L LENGTH, LONG

LBP LEAD BASED PAINT

LT LIGHT

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MOD MODIFIED

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

Civil & Structural Engineers

HAWAII

ENGINEERING

GROUP, Inc.

Exp. Date: 4-30-26

H A

W A I I , U

LICENSED

PROFESSIONAL

ENGINEER

14472-C

G R

E G

O R Y D . S A N T O R

1088 BISHOP STREET #2506

HONOLULU, HI 96813

Tel: 808-533-2092 C01

3505/08/26

X X X X X X X X X X X X X

X X

X X X

X X X X X X X

X X

S6 S6 S6 S6

S6 S4

Civil & Structural Engineers

HAWAII

ENGINEERING

GROUP, Inc.

Exp. Date: 4-30-26

H A

W A I I , U

LICENSED

PROFESSIONAL

ENGINEER

14472-C

G R

E G

O R Y D . S A N T O R

1088 BISHOP STREET #2506

HONOLULU, HI 96813

Tel: 808-533-2092

B A

K E

A V

E N

U E

TODD AVENUE

C02

PARCEL B (C.S.F. 17,620)

28,750 SQ.FT.

TMK: (3) 2-1-023:158

PARCEL A (C.S.F. 17,619)

22,807 SQ.FT.

TMK: (3) 2-1-023:157

X X

X X X

X X X X X X X

X X

HAWAII

ENGINEERING

GROUP, Inc.

Exp. Date: 4-30-26

H A

W A I I , U

LICENSED

PROFESSIONAL

ENGINEER

14472-C

1088 BISHOP STREET #2506

HONOLULU, HI 96813

Tel: 808-533-2092

B A

E N

U E

TODD AVENUE

C03

PARCEL B (C.S.F. 17,620)

28,750 SQ.FT.

TMK: (3) 2-1-023:158

PARCEL A (C.S.F. 17,619)

22,807 SQ.FT.

TMK: (3) 2-1-023:157

X X

X X X

X X X X X X X

X X

S6 S6 S6 S6

S6 S4

Civil & Structural Engineers

HAWAII

ENGINEERING

GROUP, Inc.

Exp. Date: 4-30-26

H A

W A I I , U

LICENSED

PROFESSIONAL

ENGINEER

14472-C

1088 BISHOP STREET #2506

HONOLULU, HI 96813

Tel: 808-533-2092

B A

E N

U E

TODD AVENUE

C04

PARCEL B (C.S.F. 17,620)

28,750 SQ.FT.

TMK: (3) 2-1-023:158

PARCEL A (C.S.F. 17,619)

22,807 SQ.FT.

TMK: (3) 2-1-023:157

ENGINEERING

GROUP, Inc.

Exp. Date: 4-30-26

H A

W A I I , U

LICENSED

PROFESSIONAL

ENGINEER

14472-C

G R

E G

O R Y D . S A N T O R

1088 BISHOP STREET #2506

HONOLULU, HI 96813

Tel: 808-533-2092 C05

X X X X

C06 Civil & Structural Engineers

HAWAII

ENGINEERING

GROUP, Inc.

Exp. Date: 4-30-26

H A

W A I I , U

LICENSED

PROFESSIONAL

ENGINEER

14472-C

1088 BISHOP STREET #2506

HONOLULU, HI 96813

Tel: 808-533-2092

61°54' ← 230.00

241°54' → 230.00

61°54' ← 200.00

1°

°5

.43

FD RR SPIKE PROPERT COR NER 5.3 E/O CL F

SET MAG NAIL 11 .7 S/E C CL F GATE ENTRANCE MAINT SHED

SET MAG NAIL S/E C HAND ICAP WHEELC HAIR ACCESS STRIPING

SET L ONG NAI L O N N /E C CON C DRAN INLET

SET M AG 3.15 FROM SIC MH ON BAKER AND BAKER AVE

M AG SET 5.10 SW FRO M SIC MH ON TO DD AVE

NW CO R

SW COR

SO UTH

NO RTH/EAST

BAKER AVE NEAR TODD AVE

BASE

GCP_1

GCP_2

GCP_3

GCP_4

GCP_5

B_ CLF_ 1

B_ CLF_ 2

CO R_CLF POL_CLF

PC_ CL F

PO C_CLF

PT_CLF

POL_ CLF_ 1

C_ CL F

C_ CLF_ GATE

C_ CL F_ GATE_ 1

C_ CLF_ 1

C_ CLF_ 2

CL _SSM H_ 1

X X

XX XXX X

X X

X X XX X

X X

X XX X X X X X X X X X X X XX X

X XX X X

X XX X X X X X X X

X X

X XX X X

X XX X

X X

XX X X X X X X X X X X X X XX X X X X X X X X

X X

X XX

X X

X XX X X X X X X X X X X X X X X X

X X

X XX

(E) CLASSROOM B (BUILDING)

NO WORK

(E) CLASSROOM A (BUILDING)

NO WORK

(E) CLASSROOM C

BUILDING

NO WORK

(E) CLASSROOM D

BUILDING

NO WORK

(E) BUILDING

NO WORK

(E) MAINTENANCE

BUILDING

TMK: 2-1-023:157

TMK: 2-1-023:158

T O D D A V E

B A

(E) OHA

BUILDING

NO WORK

15' - 0"

9 87 6

(E) DHHL OFFICE

BUILDING

KEYNOTES

AREA OF WORK RESURFACE PARKING LOT SEE CIVIL

DRAWINGS FOR DETAILS

SECURITY CAMERA IN GARAGE AREA SEE ELECTRICAL

DRAWINGS

3 (E) 4'H FENCE & GATES

4 (E) 6'H FENCE & GATES

6'H FENCE & GATES, REMOVE (E) 4'H FENCE WHERE

OCCURS

6 AREA OF WORK NEW ROOM ENCLOSE FOR OFFICES

AREA OF WORK RENOVATE EXISTING KITCHEN AND

RESTROOMS SEE A100

AREA OF WORK FOR DHHL BUIDLING: NEW RAIN GUTTER

SPOUT INTO DRY WELLS SEE CIVIL DWGS FOR DETAILS

AREA OF WORK ENCLOSE EXISTING SPACE FOR NEW

CONFENENCE ROOM SEE A100 - UNPERMITTED BUILT

SPACE

AREA OF WORK RELOCATE EXISTING CHAPTER SCHOOL

ADMIN OFFICE TO OHA BUILDING SEE A100

RELOCATE (E) FAA ANTENNA - BY HDOT, DHHL TO

COORDINATE

12 CCTV, SEE ELECTRICAL

AREA OF WORK FOR OHA BUILDING: CARPET w/VCT, REPLACE BROKEN SPLIT AC, REPLACE BATHROOM

FIXTURES, AND FIX TELECOM CABINET DOORS

SCALE: 1/16" = 1'-0"A01

1 OVERALL SITE PLAN

Exp. Date: 4-30-26

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THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

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WILL BE UNDER MY OBSERVATION

DRAWEFILE FOLDER

DATE BYREVISIONS

DATE:

DRAWN BY:

SHEET

JOB NO.

OF SHTS

CHECKED BY:

SUPV:

REVISION NO.

DEPARTMENT OF HAWAIIAN HOME LANDS

T.M.K.:

A01

SITE PLAN

24-096

EAST HAWAII HILO DISTRICT OFFICE

DHHL OFFICE IMPROVEMENTS

05/08/26

162 BAKER AVE, HILO, HI 96720

(3) 2-1-023:157 & 158

32'

1/16" = 1'-0"

16'16' 8' 04'12'

4 44S

X X

XX XXX X

X X

543 SF

ENLARGED CONFENCE

ROOM

154 SF

(E) LOUNGE

131 SF

(E) OFFICE

156 SF

(E) MAPS/FILE

STORAGE

67 SF

(E) OFFICE

106 142 SF

(E) WAITING

44 SF

(E) TOILET

43 SF

(E) TOILET

470 SF

(E) GENERAL OFFICE

10861 SF

TOILET

61 SF

TOILET

114A

431 SF

(E) CLASSROOM

EQ EQ

114B

0' - 4" 3' - 0"

16' - 6 7/8"

1' - 10" 9' - 10" 8' - 4"

STO.

16 SF

(E) STO.

805 SF

(E) GARAGE

26 SF

(E) STO.

49 SF

(E) TOILET

26 SF

(E) STO.

2 1

5 5

44' - 0" 24' - 0" 16' - 0" 56' - 0" 20' - 0" 24' - 0"

184' - 0"

160' - 0"

229 SF

NEW OFFICE ROOM

57' - 6"

229 SF

GARAGE EXTENSION

6' - 11"

4 4

9 9

C L E

A R

A06

WCLAV

WCLAV LAVWC LAVWC

V.I.F. w/ TRHOW

19' - 8"

NEW WINDOW TAG

NEW DOOR TAG

SPILT AC SEE MENCHANICAL

DRAWINSG

N NEW 2X4 WOOD STUD WALL

LEGEND

NEW IWH

" 3

4" / 1'-0" 4" / 1'-0"3

KEYNOTES - NEW

1 TOILETRY CABINETS

2 MIRROR OVER THE SINK

3 PATCH ROOF LEAK AND CEILING

4 INSTANT WATER HEATER

5 CLEAN AND PAINT INTERIOR WALLS

6 LIGHT SWITCHES SEE ELEC DWGS FOR DETAILS

7 (E) ELEC. PANEL

8 CABINETS, FIXTURES, AND APPLIANCES

9 FIXTURES AND GRAB BARS

10 HVAC COVERS, SEE STRUCTURAL

11 REPLACE CONDENSER, SEE MECHANICAL

12 SPLIT A/C, SEE MECHANICAL

13 ROOF TO MATCH (E) ROOF

14 GOOSENECK VENT FOR (E) AHU

1HR FIRE SEPERATION, (2) LAYERS 5/8" TYPE "X" GYB.

BD. FROM SLAB TO ROOF SHEATHING

16 6'-0" HIGH FENCE AND GATE

17 (E) 6'-0" HIGH FENCE AND GATE

18 RELOCATE AC, SEE MECHANICAL

19 UNPERMITTED BUILT SPACE

20 1 HR CEILING

21 PROJECTOR SCREEN (PS)

22 CEILING MOUNTED PROJECTOR

Exp. Date: 4-30-26

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OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

DRAWEFILE FOLDER

DATE BYREVISIONS

DATE:

DRAWN BY:

SHEET

JOB NO.

OF SHTS

CHECKED BY:

SUPV:

REVISION NO.

DEPARTMENT OF HAWAIIAN HOME LANDS

T.M.K.:

A02

NEW FLOOR PLAN AND ROOF PLAN

24-096

EAST HAWAII HILO DISTRICT OFFICE

DHHL OFFICE IMPROVEMENTS

05/08/26

162 BAKER AVE, HILO, HI 96720

(3) 2-1-023:157 & 158

SCALE: 1/8" = 1'-0"A02

2 PROPOSED DHHL BUILDING FLOOR PLAN

SCALE: 1/8" = 1'-0"A02

3 PROPOSED DHHL BUILDING ROOF PLAN

NORTH

ROOM

INTERIOR

ELEV

16'

1/8" = 1'-0"

8'8' 4' 02'6'

X X

XX XXX X

X X

X X X

X X

X X X X X X

KEYNOTES - DEMO

1 REMOVE WALL

2 REMOVE WALL CABINET

3 EXISTING ROOF LINE

4 REMOVE CANOPY

5 REMOVE PLUMBING FIXTURE

6 REMOVE DRAIN, SEE CIVIL

7 REMOVE DOOR

8 REMOVE WINDOW

9 REMOVE CABINET AND FIXTURES

10 REMOVE APPLIANCES AND WATER HEATER

11 RELOCATE ANTENNA - BY HDOT, DHHL TO COORDINATE

12 REMOVE COLUMNS AND BEAM ABOVE

13 REMOVE PRIVACY FENCE AND GATE

14 REMOVE CHAIN LINK FENCE AND GATE

15 REMOVE WATER HEATER

16 REMOVE STEEL SHELVING

17 REMOVE AHU AND HVAC CONDENSER

18 REMOVE (E) CONC SLAB

19 UNPERMITTED BUILT SPACE

1 1

4 4

812 1312

(E) GARAGE

(E) STO.

(E) GENERAL OFFICE

(E) WAITING

(E) LOUNGE

(E) TOILET

(E) OFFICE

(E) MAPS/FILE

STORAGE

105 (E) OFFICE

(E) TOILET

(E) CLASSROOM

100 17

OFFICE

100A

OFFICE

100B

SCALE: 1/8" = 1'-0"A03

2 EXISTING DHHL BUILDING

Exp. Date: 4-30-26

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WILL BE UNDER MY OBSERVATION

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DATE:

DRAWN BY:

SHEET

JOB NO.

OF SHTS

CHECKED BY:

SUPV:

REVISION NO.

DEPARTMENT OF HAWAIIAN HOME LANDS

T.M.K.:

A03

DEMO PLAN

24-096

EAST HAWAII HILO DISTRICT OFFICE

DHHL OFFICE IMPROVEMENTS

05/08/26

162 BAKER AVE, HILO, HI 96720

(3) 2-1-023:157 & 158

NORTH

ROOM

INTERIOR

ELEV

16'

F S

DESCRIPTION REQUIRED PROVIDED

EXIT SEPARATION

TRAVEL DISTANCE

EGRESS WIDTH

29' - 2" (MIN 1/3 OF DIAG)

300' MAX

DEAD END 50' MAX

32" MIN 36"

N/A

SEE ANALYSIS ON PLAN

60' - 0"

OCCUPANCY LOAD

ROOM NAME (IBC USE) SF

OCCUPY LOAD

RATIO

OCCUPANTS

(SF / OCCUP LOAD)

CONFENCE ROOM#1

(E) OFFICE 1

(E) OFFICE 2

(E) MAPS/FILE STORAGE

(E) WAITING 142 SF

156 SF

67 SF

131 SF

1323 SF 1 PER / 15 SF

1 PER / 400 SF

CONFENCE ROOMS

(E) GENERAL OFFICE

RENOVATED LOUNGE

WOMEN

MEN

470 SF

154 SF

44 SF

43 SF

1 PER / 400 SF 1

1 PER / 400 SF

DESCRIPTION REQUIRED PROVIDED

EXIT SEPARATION

TRAVEL DISTANCE

EGRESS WIDTH

20' - 0" (MIN 1/3 OF DIAG)

300' MAX

DEAD END 50' MAX

32" MIN 36"

N/A

SEE ANALYSIS ON PLAN

24' - 10"

OFFICE ROOMS

RESTROOM 61 SF

EXIT REQUIRED SEPARATION (1/3 DIAG) = 29'- 2"

DIAGONAL =87'- 6"

EXIT SEPARATION 58' - 6"

131 SF

(E) OFFICE

156 SF

(E) MAPS/FILE

STORAGE

470 SF

(E) GENERAL OFFICE

44 SF

(E) TOILET

43 SF

(E) TOILET

154 SF

(E) LOUNGE

142 SF

(E) WAITING

67 SF

(E) OFFICE

(E) CLASSROOM

EXIT

A R A

TIO

EXIT REQUIRED SEPARATION

(1/3 DIAG) = 26'- 9"

DIAGONAL =79'- 3"

(E) TOILET

(E) STO.

61 SF

TOILET

61 SF

TOILET

229 SF

NEW OFFICE ROOM

805 SF

(E) GARAGE

16 SF

(E) STO.

14 SF

STO.

229 SF

GARAGE EXTENSION

EXISTING GYPSUM

+8' - 10"

EXISTING

GYPSUM

+8' - 10"

EXISTING

GYPSUM

+8' - 10"

EXISTING

GYPSUM

+8' - 10"

EXISTING

GYPSUM

+8' - 10"

EXISTING

GYPSUM

+8' - 10"

EXISTING GYPSUM

+8' - 10"

NEW

GYPSUM

+8' - 10"

NEW GYPSUM

+8' - 10"

EXISTING GYPSUM

+8' - 10"

(E) GYP.

+8' - 10"

(E) GYP.

+8' - 10"

(E) GYP.

+8' - 10"

(E) GYP.

+8' - 10"

EXISTING

GYPSUM

+10' - 0"

(E) GYP.

+10' - 0"

NEW GYPSUM

+8' - 10"

HEADER, WRAP w/

(2) LAYERS 5/8"

GYP. BD. TYPE 'X'

PATCH CEILING

(1 HR - (2) LAYERS

5/8" GYP. BD. TYPE 'X')

Exp. Date: 4-30-26

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WILL BE UNDER MY OBSERVATION

2 0 2 0 / C P - 1 8 6

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

DRAWEFILE FOLDER

DATE BYREVISIONS

DATE:

DRAWN BY:

SHEET

JOB NO.

OF SHTS

CHECKED BY:

SUPV:

REVISION NO.

DEPARTMENT OF HAWAIIAN HOME LANDS

T.M.K.:

A04

CEILING AND LIFE SAFETY PLANS

24-096

EAST HAWAII HILO DISTRICT OFFICE

DHHL OFFICE IMPROVEMENTS

05/08/26

162 BAKER AVE, HILO, HI 96720

(3) 2-1-023:157 & 158

SCALE: 1/8" = 1'-0"A04

1 DHHL BUILDING LIFE SATETY PLAN

SCALE: 1/8" = 1'-0"A04

2 DHHL BUILDING CEILING PLAN

NORTH

ROOM

INTERIOR

ELEV

16'

FINISH FLOOR

0' - 0"

T.O.W.

8' - 11"

WALKWAY

7' - 7"

ABC

A05

Sim

GARAGE EXTENSION

FINISH FLOOR

0' - 0"

T.O.W.

8' - 11"

WALKWAY

7' - 7"

(E) MAPS/FILE

STORAGE

(E) GENERAL OFFICE(E) CLASSROOM

21 3 4 5 6 7

(E) GARAGE

A05

Sim

A05

Sim

5 1 5

GARAGE EXTENSION

NEW WINDOW TAG

NEW DOOR TAG

N NEW 2X4 WOOD STUD WALL

LEGEND

KEYNOTES - ELEV

1 GOOSENECK VENT FOR (E) AHU

2 SECURITY SCREEN TO MATCH (E)

3 PATCH ROOF LEAK

4 UTILIY SINK UNDER 4' EAVE

5 ROOF TO MATCH (E) ROOF

1HR FIRE SEPERATION, (2) LAYERS 5/8" TYPE "X" GYB.

BD. FROM SLAB TO ROOF SHEATHING

7 UNPERMITTED BUILT SPACE

FINISH FLOOR

0' - 0"

T.O.W.

8' - 11"

WALKWAY

7' - 7"

N N

21 3 4 5 6 7

A05

Sim

A05

Sim

A06

FINISH FLOOR

0' - 0"

T.O.W.

8' - 11"

WALKWAY

7' - 7"

2 134567

A 114B

A05

Sim

A05

Sim

12 34 5 2 5 2

A06

SWING WOOD DOOR

SC FLUSH DOOR

'W'

TYPE - 1

SWING METAL DOOR

TC FLUSH DOOR

'W'

TYPE - 2

SWING METAL DOOR

TC FLUSH DOOR

'W'

TYPE - 3

45 MIN. FIRE RATING

F.F.

DOUBLE SWING WOOD DOOR

SC FLUSH DOOR

TYPE - 4

'H (V

.I .F

'W' (V.I.F.)

F.F.

'A'

JALOUSIE WINDOW

6' - 0"

Exp. Date: 4-30-26

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WILL BE UNDER MY OBSERVATION

2 0 2 0 / C P - 1 8 6

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

DRAWEFILE FOLDER

DATE BYREVISIONS

DATE:

DRAWN BY:

SHEET

JOB NO.

OF SHTS

CHECKED BY:

SUPV:

REVISION NO.

DEPARTMENT OF HAWAIIAN HOME LANDS

T.M.K.:

A05

EXTERIOR ELEVATIONS, SECTIONS, AND

DOOR & WINDOW SCHEDULES

24-096

EAST HAWAII HILO DISTRICT OFFICE

DHHL OFFICE IMPROVEMENTS

05/08/26

162 BAKER AVE, HILO, HI 96720

(3) 2-1-023:157 & 158

SCALE: 1/8" = 1'-0"A05

2 DHHL BUILDING FRONT ELEVATION

SCALE: 1/8" = 1'-0"A05

1 DHHL BUILDING REAR ELEVATION

SCALE: 1/8" = 1'-0"A05

4 TYPICAL CROSS SECTION

SCALE: 1/8" = 1'-0"A05

3 CROSS SECTION

DOOR SCHEDULE

NUMBER TYPE STYLE H W Thickness COMMENTS

102 1 SOLID CORE FLUSH 6' - 8" 3' - 0" 0' - 2" HDWR SET 2

103 1 SOLID CORE FLUSH 6' - 8" 3' - 0" 0' - 2" HDWR SET 2

114A 1 SOLID CORE FLUSH 6' - 8" 3' - 0" 0' - 2" HDWR SET 3

114B 2 THERMAL CORE FLUSH 6' - 8" 3' - 0" 0' - 2" HDWR SET 4

115 3 THERMAL CORE FLUSH 6' - 8" 3' - 0" 0' - 2" HDWR SET 5

119 2 THERMAL CORE FLUSH 6' - 8" 3' - 0" 0' - 2" HDWR SET 1

O-01A 2 THERMAL CORE FLUSH 6' - 8" 3' - 0" 0' - 2" HDWR SET 4

O-01B 2 THERMAL CORE FLUSH 6' - 8" 3' - 0" 0' - 2" HDWR SET 4

O-01C 4 SOLID CORE FLUSH 6' - 8" 7' - 0" 0' - 2" HDWR SET 6

WINDOW SCHEDULE

NOTE TYPE H W HEAD HT. SILL HT. COMMENTS

A JALOUISE 4' - 0" 6' - 0" 6' - 8" 2' - 8" SECURITY SCREEN, SEE DETAIL

6/S06HARDWARE SET 1:

- LEVER PASSAGE LOCK SET

- DEADBOLT

HARDWARE SET 2:

- LEVER PRIVACY DOOR LOCK w/

OCCUPANCY INDICATOR

HARDWARE SET 3:

- LEVER PASSAGE SET

HARDWARE SET 4:

- CLOSURE

- RIM EXIT DEVICE w/ KEYED

ENTRY LEVER

HARDWARE SET 5:

- CLOSURE

- LEVER PASSAGE LOCK SET

- DEADBOLT

HARDWARE SET 6:

- PULL HANDLE (RIGHT PANEL)

- JIMMY PROOF DEADLOCK

(RIGHT PANEL)

- TOP & BOTTOM FLUSH BOLTS

(LEFT PANEL)

16'

74 8

(F R

P -1

(F R

P -1

KEYNOTES - INT ELEV

1 ADA GRAB BARS

2 ADA TOILET

3 ADA LAVATORY

4 BASE CABINETS

5 WALL CABINETS

6 REFRIGERATOR

7 SOLID SURFACE COUNTERTOP

8 SINK w/ FAUCET

9 ADA MIRROR

10 (E) WINDOW

11 SOAP DISPENSER

12 PAPER TOWEL DISPENSER

13 TOILET PAPER

14 INTANT HOT WATER HEATER

15 IWH SWITCH

PTD SD MI2436

U O

TYPICAL FRONT ELEVATION

AT ACCESSIBLE STALL

GRAB BAR

TYPICAL SIDE ELEVATION AT

ACCESSIBLE STALL

TPD

TYPICAL FRONT ELEVATION

AT ACCESSIBLE LAVATORY

SURFACE

MOUNTED

TOILET PAPER

DISPENSER

TPD

SURFACE

MOUNTED

PAPER TOWEL

DISPENSER

SOAP DISPENSER MIRROR

3' - 0"

3' - 6" 1' - 0"

FACE OF FINISH

GRAB BAR

TPD

0' - 6" 3' - 0"

FACE OF FINISH

BOTTOM OF

REFLECTING

SURFACE

24"x36"

MIRROR

LAV

MAX.

0' - 6"

KNEE CLEARANCE

REQUIRED

0' - 8"9

M A

TYPICAL SIDE ELEVATION

AT ACCESSIBLE LAVATORY

U O

FACE OF FINISH

1' - 6"

WALL MOUNTED

TELEVISION MOUNTING

BRACKET

FINISH FLOOR

0' - 0"

T.O.W.

8' - 11"

(2) LAYERS 5/8"

TYPE 'X' GYP. BD.,

FROM FLOOR TO

ROOF SHEATHING

(E) STRUCTURE

3/4" PLYWOOD

CONC. SLAB

PRE-MANUFACTURED

WOOD TRUSSES

2x BLOCKING, TYP.

(2) LAYERS 5/8"

TYPE 'X' GYP. BD.

2x4 WALL w/

FIRE BLOCKING

FINISH FLOOR

0' - 0"

T.O.W.

8' - 11"

(2) LAYERS 5/8"

TYPE 'X' GYP. BD.,

FROM FLOOR TO

ROOF SHEATHING

2x4 WALL w/

FIRE BLOCKING

2x4 PURLIN

CONC. SLAB

2x BLOCKING, TYP.

PRE-MANUFACTURED

WOOD TRUSSES

3/4" PLYWOOD

(2) LAYERS 5/8"

TYPE 'X' GYP. BD.

METAL ROOFING

TO MATCH (E)

FINISH FLOOR

0' - 0"

T.O.W.

8' - 11"

(2) LAYERS 5/8"

TYPE 'X' GYP. BD.,

FROM FLOOR TO

ROOF SHEATHING

(E) STRUCTURE

3/4" PLYWOOD

CONC. SLAB

PRE-MANUFACTURED

WOOD TRUSSES

2x BLOCKING, TYP.

(2) LAYERS 5/8"

TYPE 'X' GYP. BD.

SCALE: 3/8" = 1'-0"A06

1 LOUNGE

SCALE: 3/8" = 1'-0"A06

5 (E) TOILET - 110

SCALE: 3/8" = 1'-0"A06

6 (E) TOILET - 111

SCALE: 3/8" = 1'-0"A06

3 TOILET - 103

SCALE: 3/8" = 1'-0"A06

4 TOILET - 102

SCALE: 3/8" = 1'-0"A06

2 CONFERENCE

Exp. Date: 4-30-26

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2 0 2 0 / C P - 1 8 6

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

DRAWEFILE FOLDER

DATE BYREVISIONS

DATE:

DRAWN BY:

SHEET

JOB NO.

OF SHTS

CHECKED BY:

SUPV:

REVISION NO.

DEPARTMENT OF HAWAIIAN HOME LANDS

T.M.K.:

A06

INTERIOR ELEVATIONS AND MOUNTING HEIGHTS

24-096

EAST HAWAII HILO DISTRICT OFFICE

DHHL OFFICE IMPROVEMENTS

05/08/26

162 BAKER AVE, HILO, HI 96720

(3) 2-1-023:157 & 158

3/8" = 1'-0"

2'2' 01'

SCALE: 3/4" = 1'-0"A06

7 1-HR FIRE WALL 1

SCALE: 3/4" = 1'-0"A06

8 1-HR FIRE WALL 2

SCALE: 3/4" = 1'-0"A06

9 1-HR FIRE WALL 3

NEW WINDOW TAG

NEW DOOR TAG

SPILT AC SEE MENCHANICAL

DRAWINSG

N NEW 2X4 WOOD STUD WALL

LEGEND

NEW IWH

(E) TOILET

(E) OFFICE

(E) ADMINSTRATION SPACE

E X

R E

Q U

D S

E P

A R

A T

N (1

/3 D

G O

N A

5'-

E X

E P

A R

A T

710 SF

(E) ADMINSTRATION

SPACE

O-01

148 SF

(E) OFFICE

O-0243 SF

(E) TOILET

O-03

6' - 6"

24' - 0"

5' - 0" 11' - 4"

1 2

O-01B

O-01A

O-01C

OCCUPANCY LOAD

ROOM NAME (IBC USE) SF OCCUP LOAD RATIO OCCUPANTS

(SF / OCCUP LOAD)

(E) TOILET

(E) OFFICE

(E) ADMINSTRATION SPACE 715 SF

144 SF

45 SF

1 PER / 400 SF 1

DESCRIPTION REQUIRED PROVIDED

EXIT SEPARATION

TRAVEL DISTANCE

EGRESS WIDTH

20' - 0" (MIN 1/3 OF DIAG)

300' MAX

DEAD END 50' MAX

32" MIN 36"

N/A

SEE ANALYSIS ON PLAN

24' - 10"

OFFICE ROOMS

EXISTING GYPSUM

+8' - 10"

EXISTING GYPSUM

+8' - 10"

1 CLEAN AND REPAINT WALLS

OHA BUILDING NEW KEYNOTES

2 NEW VCT FLOORING

3 NEW ADA FIXTURES

4 REPLACE SLIT AC

5 4x4 POSTS & FRAME w/ SIMPSON HARDWARE, AND DOOR

6 FCU, SEE MECHANICAL

7 REPLACE (E) LIGHTS

8 NEW IWH

9 REPAINT EXTERIOR

10 UPGRADE CAT5 WIRING TO CAT6

1 REMOVE FIXTURES

OHA BUILDING DEMO KEYNOTES

2 REMOVE CARPET

3 REMOVE SPLIT AC

4 REMOVE (E) IT CLOSET DOORS

Exp. Date: 4-30-26

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WILL BE UNDER MY OBSERVATION

2 0 2 0 / C P - 1 8 6

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

DRAWEFILE FOLDER

DATE BYREVISIONS

DATE:

DRAWN BY:

SHEET

JOB NO.

OF SHTS

CHECKED BY:

SUPV:

REVISION NO.

DEPARTMENT OF HAWAIIAN HOME LANDS

T.M.K.:

A07

OHA BUILDING PLANS

24-096

EAST HAWAII HILO DISTRICT OFFICE

DHHL OFFICE IMPROVEMENTS

05/08/26

162 BAKER AVE, HILO, HI 96720

(3) 2-1-023:157 & 158

NORTH

ROOM

INTERIOR

ELEV

16'

1/8" = 1'-0"

8'8' 4' 02'6'

SCALE: 3/16" = 1'-0"A07

1 OHA DEMO PLAN

SCALE: 3/16" = 1'-0"A07

2 OHA LIFE SAFETY PLAN

SCALE: 3/16" = 1'-0"A07

3 OHA PROPOSED PLAN

SCALE: 3/16" = 1'-0"A07

4 OHA CEILING PLAN

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Engineer

7808-S

A T

R .

D A

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

2 0 2 0 / C P - 1 8 6

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

DRAWEFILE FOLDER

DATE BYREVISIONS

DATE:

DRAWN BY:

SHEET

JOB NO.

OF SHTS

CHECKED BY:

SUPV:

REVISION NO.

DEPARTMENT OF HAWAIIAN HOME LANDS

T.M.K.:

A08

ROOM FINISH SCHEDULE

24-096

EAST HAWAII HILO DISTRICT OFFICE

DHHL OFFICE IMPROVEMENTS

05/08/26

162 BAKER AVE, HILO, HI 96720

(3) 2-1-023:157 & 158

ROOM FINISH SCHEDULE

ROOM

NO. ROOM NAME

FLOOR

FINISH BASE

WALL FINISH CEILING

FINISHA B C D

100 (E) CLASSROOM VT-1 VB-1 P-1 P-1 P-1 P-1 P-4

101 ENLARGED CONFENCE ROOM VT-2 VB-2 P-1 P-3 P-1 P-3 P-4

102 TOILET VT-3 VB-2 P-2/FRP-1 P-2/FRP-1 P-2/FRP-1 P-2/FRP-1 P-4

103 TOILET VT-3 VB-2 P-2/FRP-1 P-2/FRP-1 P-2/FRP-1 P-2/FRP-1 P-4

104 (E) OFFICE VT-1 VB-1 P-1 P-1 P-1 P-1 P-4

105 (E) MAPS/FILE STORAGE VT-1 VB-1 P-1 P-1 P-1 P-1 P-4

106 (E) OFFICE VT-1 VB-1 P-1 P-1 P-1 P-1 P-4

107 (E) WAITING VT-1 VB-1 P-1 P-1 P-1 P-1 P-4

108 (E) GENERAL OFFICE VT-1 VB-1 P-1 P-1 P-1 P-1 P-4

109 (E) LOUNGE VT-1 VB-1 P-1 P-1 P-1 P-1 P-4

110 (E) TOILET VT-1 VB-1 P-2 P-2 P-2 P-2 P-4

111 (E) TOILET VT-1 VB-1 P-2 P-2 P-2 P-2 P-4

112 (E) STO. VT-1 VB-1 P-1 P-1 P-1 P-1 P-4

113 STO. VT-1 VB-1 P-1 P-1 P-1 P-1 P-4

114 NEW OFFICE ROOM VT-2 VB-2 P-1 P-1 P-1 P-1 P-4

115 (E) GARAGE NONE NONE P-5 P-5 P-5 P-5 P-4

116 (E) TOILET VT-1 VB-1 P-5 P-5 P-5 P-5 P-4

117 (E) STO. NONE NONE P-5 P-5 P-5 P-5 P-4

118 (E) STO. NONE NONE P-5 P-5 P-5 P-5 P-4

119 GARAGE EXTENSION NONE NONE P-5 P-5 P-5 P-5 P-4

O-01 (E) ADMINSTRATION SPACE VT-2 VB-2 P-1 P-1 P-1 P-1 P-4

O-02 (E) OFFICE VT-2 VB-2 P-1 P-1 P-1 P-1 P-4

O-03 (E) TOILET VT-3 VB-2 P-2 P-2 P-2 P-2 P-4

MATERIAL SCHEDULE

MARK MANUFACTURER MODEL UNDER MATERIAL / LOCATION COLOR SHEEN PRIMER STYLE TYPE SIZE THICKNESS COMMENTS

EXTERIOR PAINT

EP-1 PPG INDUSTRIES INC 649-10 WOOD T1-11 SIDING MATCH (E) SATIN SURE GRIP INTERIOR/EXTERIOR UNIVERSAL PRIMER/SEALER N/A N/A N/A N/A

EP-2 PPG INDUSTRIES INC 649-10 WOOD TRIM MATCH (E) SATIN SURE GRIP INTERIOR/EXTERIOR UNIVERSAL PRIMER/SEALER N/A N/A N/A N/A

EP-3 PPG INDUSTRIES INC 649-10 WOOD FASCIA & SOFFIT MATCH (E) SATIN SURE GRIP INTERIOR/EXTERIOR UNIVERSAL PRIMER/SEALER N/A N/A N/A N/A

FLOORING

VT-1 (E) FLOORING N/A CONCRETE N/A N/A N/A N/A N/A N/A N/A CLEAN (E) PER MANUF. RECOMMENDATION

VT-2 ARMSTRONG FLOORING - COMMERCIAL STANDARD EXCELON IMPERIAL CONCRETE TAUPE N/A N/A 51901 TILES 12"x12" .125"

VT-3 ARMSTRONG FLOORING - COMMERCIAL MEDINTONE CONCRETE FEATHERSMOOTH N/A N/A H2004 HOMOGENOUS SHEET 6.5' TO 65.5' .080"

PAINT

P-1 PPG INDUSTRIES INC 13-510 GYPSUM BOARD PARAFFIN SEMI-GLOSS PURE PERFORMANCE INTERIOR LATEX PRIMER N/A N/A N/A N/A

P-2 PPG INDUSTRIES INC 13-510 GYPSUM BOARD CRUMB COOKIE SEMI-GLOSS PURE PERFORMANCE INTERIOR LATEX PRIMER N/A N/A N/A N/A

P-3 PPG INDUSTRIES INC 13-510 GYPSUM BOARD FLAGSTONE SEMI-GLOSS PURE PERFORMANCE INTERIOR LATEX PRIMER N/A N/A N/A N/A

P-4 PPG INDUSTRIES INC 13-510 GYPSUM BOARD DELICATE WHITE SEMI-GLOSS PURE PERFORMANCE INTERIOR LATEX PRIMER N/A N/A N/A N/A

P-5 PPG INDUSTRIES INC 13-510 GYPSUM BOARD THIN ICE SEMI-GLOSS PURE PERFORMANCE INTERIOR LATEX PRIMER N/A N/A N/A N/A

WALL COVERING

FRP-1 MARLITE STANDARD FRP GYPSUM BOARD BISCUIT N/A N/A P 440N PEBBLED 48" HIGH .090"

VB-1 (E) WALL BASE N/A GYPSUM BOARD N/A N/A N/A N/A N/A N/A N/A CLEAN (E) PER MANUF. RECOMMENDATION

VB-2 ARMSTRONG FLOORING - COMMERCIAL COVED WALL BASE GYPSUM BOARD GREIGE N/A N/A R41GR BASE BOARD 4" HIGH .125"

FFE SCHEDULE

MARK DESCRIPTION MANUFACTURER MODEL SIZE (HxDxW) COMMENTS

Specialty Equipment

GB GRAB BARS AMERICAN SPECIALTIES, INC 3701-36 & 3701-42 36" & 42" SEE SHEET A06

MI MIRROR AMERICAN SPECIALTIES, INC 0620-2436 24" X 36" SEE SHEET A06

P PROJECTOR EPSON EX3290 WVGA 3LCD 3.2" x 9.2" x 11.9" CEILING MOUNTED

PS PROJECTOR SCREEN VIVID STORM SLIMLINE TENSION SCREEN 150" AMBIENT LIGHT REJECTING SCREEN MATERIL

PTD PAPER TOWEL DISPENSER AMERICAN SPECIALTIES, INC 0210 11" x 8" x 4" SEE SHEET A06

REF REFRIGERATOR SAMSUNG RT18DG6700SR 66 3/4" x 28 3/4" x 31 7/8" SEE SHEET A06

SD SOAP DISPENSER GEORGIA-PACIFIC 52060 13 1/8" x 7 1/8" x 4 5/8" SEE SHEET A06

TPD TOILET PAPER DISPENSER BOBRICK B-2888 11" x 6 1/16" x 5 15/16" SEE SHEET A06

Plumbing Fixtures

IWH INSTANT WATER HEATER SEE MECH. SEE MECH. SEE MECH.

LAV LAVATORY SEE MECH. SEE MECH. SEE MECH.

LT UTILITY SINK SEE MECH. SEE MECH. SEE MECH.

SINK DROP-IN SINK SEE MECH. SEE MECH. SEE MECH.

WC WATER CLOSET SEE MECH. SEE MECH. SEE MECH.

Casework

BC BASE CABINET BELLMONT CABINET COMPANY OR EQUAL 1900 SERIES SEE PLANS/INTERIOR ELEVATIONS SHOP DRAWING REQUIRED

CNTR COUNTERTOP w/ BACKSPLASH CORIAN OR EQUAL SOLID SURFACE SEE PLANS/INTERIOR ELEVATIONS SHOP DRAWING REQUIRED

UC-1 UPPER WALL CABINET BELLMONT CABINET COMPANY OR EQUAL 1900 SERIES SEE PLANS/INTERIOR ELEVATIONS SHOP DRAWING REQUIRED

UC-2 UPPER WALL CABINET BELLMONT CABINET COMPANY OR EQUAL 1900 SERIES SEE PLANS/INTERIOR ELEVATIONS SHOP DRAWING REQUIRED

SPECIALTY EQUIPMENT

PLUMBING FIXTURES

CASEWORK

#3, #4

50"

36"

30"

24"

66"

46"

38"

30"

40"

28"

22"

18"

50"

36"

30"

24"

20"

18"

14"

12"

BAR

SIZE

LAP SPLICE

BOTTOM

BAR OR

WALL BAR

TOP

BAR

WITH

STANDARD

HOOK

STRAIGHT

EMBEDMENT

MINIMUM SPLICE & EMBEDMENT LENGTHS

BOTTOM

BAR OR

WALL BAR

TOP

BAR

Exp. Date: 4-30-26

H a w a i i , U S

Licensed

Professional

Engineer

7808-S

A T

R .

D A

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

2 0 2 0 / C P - 1 8 6

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT

WILL BE UNDER MY OBSERVATION

DRAWEFILE FOLDER

DATE BYREVISIONS

DATE:

DRAWN BY:

SHEET

JOB NO.

OF SHTS

CHECKED BY:

SUPV:

REVISION NO.

DEPARTMENT OF HAWAIIAN HOME LANDS

T.M.K.:

S01

STRUCTRUAL NOTES

24-096

EAST HAWAII HILO DISTRICT OFFICE

DHHL OFFICE IMPROVEMENTS

05/08/26

162 BAKER AVE, HILO, HI 96720

(3) 2-1-023:157 & 158

GENERAL:

1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS.

2. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, WIND, SEISMIC, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT

INCLUDE INSPECTION OF THE ABOVE ITEMS.

3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND

PROTECTION OF ADJACENT PROPERTY STRUCTURES, STREETS AND UTILITIES.

4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT AND BE RESOLVED BEFORE

PROCEEDING WITH THE WORK.

5. SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW

PRIOR TO FABRICATIONS.

6. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING, RESHORING AND/OR BRACING WHERE STRUCTURE HAS

NOT ATTAINED DESIGN STRENGTH.

7. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

8. DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWINGS.

9. DESIGN CRITERIA

A. STRUCTURAL DESIGN IS BASED ON THE PROVISIONS OF THE 2018 IBC AS AMMENDED BY THE COUNTY OF HAWAII

B. LIVE

1. ROOF = 20 PSF (4:12 ROOF SLOPE)

2. FLOOR = 40 PSF

C. WIND = 140 MPH, EXPOSURE C

Kz = 0.85 Kzt = 1.0 Kd = 0.85

D. SEISMIC = SEISMIC DESIGN CATEGORY D

SDS = 0.989 g SD1 = 0.68 g

10. SPECIAL INSPECTION REQUIREMENTS

CONCRETE ... REQUIRED

REINFORCING ... REQUIRED

TERMITE PROTECTION ... REQUIRED

COMPLETE LOAD PATH AND UPLIFT TIES ... REQUIRED

11. THE CONTRACTOR SHALL ANTICIPATE THE NEED FOR LOCALIZED STRUCTURAL STRENGTHENING DUE TO REQUIRED PENETRATIONS MADE TO EXISTING STRUCTURAL ELEMENTS. THIS SHALL NOT BE A BASIS FOR ANY COST OR TIME IMPACT.

12. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS WELL AS NEW WORK. ANY

DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER.

13. THESE DRAWINGS REPRESENT THE EXISTING CONDITIONS AND THE NEW WORK TO BE PERFORMED, BASED ON THE BEST AVAILABLE INFORMATION. SOME MODIFICATIONS AND REVISIONS IN THE DESIGN MAY BE REQUIRED DUE TO UNFORESEEN FIELD

CONDITIONS WHEN CONCEALED AREAS ARE UNCOVERED DURING CONSTRUCTION.

GRADING & SITEWORK:

1. THE SURROUNDING AREAS SHOULD BE GRADED SO AS TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE.

2. ALL BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 90% OPTIMUM DENSITY.

3. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING OF CONCRETE.

4. ALL EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE INSPECTOR PRIOR TO PLACEMENT OF STEEL OR CONCRETE.

FOUNDATION:

1. ANCHOR BOLTS SHALL COMPLY WITH ASTM A554 GRADE 36 UNLESS NOTED OTHERWISE.

2. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND SHORING NECESSARY TO

SAFELY RETAIN EXCAVATIONS AND EARTH BANKS.

3. PROVIDE TERMITE PROTECTION PER IBC, SECTION 2303.1.8 AS AMENDED AND ADOPTED BY THE COUNTY OF HAWAII.

4. CENTER FOOTING ON COLUMN, UNLESS NOTED OTHERWISE.

5. UNLESS NOTED OTHERWISE, FOOTING REINFORCING BARS ARE BOTTOM BARS.

6. FOOTING THICKNESSES ARE MINIMUM THICKNESSES ONLY AND MAY BE INCREASED DUE TO SPECIFIC CONDITIONS.

7. CLEAN AND MOISTEN FOOTING TRENCHES PRIOR TO POURING CONCRETE.

8. DO NOT PLACE CONDUITS AND UTILITY LINES IN FOOTING TRENCHES.

REINFORCING STEEL:

1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-05), THE CRSI "MANUAL OF STANDARD PRACTICE," AND THE "ACI DETAILING MANUAL - 2004"

(SP-66) AS MODIFIED BY THE PROJECT DRAWINGS AND SPECIFICATIONS.

2. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.

3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 WITH THE FOLLOWING GRADES:

A. #2 TIES ......................... GRADE 20 OR BETTER

B. #3 AND #4 ................... GRADE 40

C. #5 AND LARGER ........... GRADE 60

4. REINFORCING SPLICES SHALL BE MADE ONLY WHERE INDICATED ON THE DRAWINGS.

5. DOWELS BETWEEN FOOTING AND WALL OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING OR NUMBER AS THE

VERTICAL REINFORCING RESPECTIVELY, U.O.N.

6. REINFORCING BARS SHALL BE IN AS LONG AS PRACTICABLE AND AS DETAILED AND SHALL BE LAPPED AT SPLICES AND

CORNERS NOT LESS THAN 48 BAR DIAMETER (24" MINIMUM), UNLESS OTHERWISE SHOWN.

NOTES:

(1) LENGTHS ARE FOR CONCRETE WITH

REBAR SPACED 6 BAR DIAMETERS MINIMUM.

INCREASE 25% FOR BARS SPACED LESS THAN

6 BAR DIAMETERS.

(2) "TOP BARS ARE HORIZONTAL BARS WITH

12" OR MORE OF CONCRETE CAST BELOW.

7. CONTRACTOR SHALL SUBMIT REINFORCING BAR LAYOUTS AND DETAILS FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION.

FABRICATE FROM REVIEWED DRAWINGS ONLY.

8. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS ARE TO BE SECURELY TIED IN PLACE BEFORE CONCRETE IS POURED.

9. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. WELDED WIRE FABRIC IN SUSPENDED SLABS SHALL HAVE FY= 60 KSI. LAP 6" MINIMUM OR ONE FULL MESH, WHICHEVER IS GREATER FOR SLABS ON GRADE.

10. WELDING OF REINFORCING STEEL IS NOT PERMITTED UNLESS OTHERWISE SHOWN ON THE DRAWINGS. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4-79 "AWS STRUCTURAL WELDING CODE - REINFORCING STEEL" OF THE

AMERICAN WELDING SOCIETY.

11. ALL REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM CONCRETE COVERAGE:

A. CONCRETE PLACED AGAINST EARTH............................................................................................................................3" B. CONCRETE WITH FORMED SURFACES IN CONTACT WITH EARTH.............................................................................2" C. CONCRETE EXPOSED TO WEATHER..............................................................................................................................3" D. SLABS, WALLS AND JOIST NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH (#11 OR SMALLER) .......3/4" E. BEAMS, COLUMNS, AND GIRDERS NOT EXPOSED OR IN CONTACT WITH EARTH....................................................1-1/2"

LUMBER & WOOD FRAMING:

1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH EXCEPT WHEN NOTED. ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE RULES OF THE WCLIB OR WWPA AND SHALL BEAR A GRADE MARK. LUMBER GRADES SHALL BE AS FOLLOWS:

2X4 & 2X6 STUDS......................... NO. 2

2X ROOF OR FLOOR JOIST............. NO. 1

4X HEADERS & BEAMS................... NO. 1

4X POST OR GREATER.................... NO. 1

2. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURED TREATED.

3. DO NOT BORE OR NOTCH JOISTS, RAFTERS OR BEAMS, EXCEPT WHERE SHOWN IN DETAILS. OBTAIN ENGINEER'S APPROVAL

FOR ANY HOLES OR NOTHCES.

4. PROVIDE METAL WASHERS UNDER ALL BOLT HEADS AND NUTS BEARING ON WOOD.

5. ALL BOLTS SHALL BE GALVANIZED. BOLT HOLES SHALL BE 1/16" LARGER DIAMETER THAN NORMAL SIZE OF BOLT USED.

6. APPROVED CROSS BRIDGING OR SOLID BLOCKING SHALL BE SPACED AT 8'-0" O.C. MAX. WHEN MEMBERS ARE 10" OR MORE IN

DEPTH.

7. ALL CONNECTORS REFERENCES, UNLESS NOTED OTHERWISE ARE FROM "SIMPSON STRONG-TIE COMPANY" CATALOG, LATEST EDITION. ALL BOLTING AND NAILING SHALL BE PER SIMPSON CATALOG. STEEL PLATES FOR FABRICATED CONNECTIONS SHALL BE

ASTM A36.

8. PROVIDE 15# FELT BELOW ALL PLATES RESTING ON CONCRETE OR MASONRY.

WOOD PANEL SHEATHING:

1. WOOD STRUCTURAL PANELS SHALL COMPLY WITH 2018 IBC MINIMUM STANDARDS AND QUALITY SECTION 2303.

2. ALL PLYWOOD SHALL BE DOUGLAS FIR, STRUCTURAL I.

3. SILLS AND PLATES AT SHEAR WALLS SHALL BE CONTINUOUS AND FREE OF CUTS AND NOTCHES. PERFORATIONS SHALL BE ALLOWED WITH A MAXIMUM OF 1-3/4" DIAMETER AND SHALL BE LOCATED AS CLOSE TO CENTER AS POSSIBLE. SILL BOLTS TO

ENTER CONCRETE 7" MINIMUM AND 12" MAXIMUM FROM ENDS OF SILL AND CORNERS.

NAILS & FASTENERS:

1. ALL CONNECTORS SHALL BE SIMPSON HARDWARE, ANY CHANGES SHALL BE APPROVED BY THE ENGINEER AND BUILDING

OFFICIAL.

2. USE FULL NAILING/BOLTING AT ALL CONNECTORS.

3. ALL BOLTS TO BE A307 UNLESS NOTED OTHERWISE.

NAILING SCHEDULE:

JOIST TO SILL OR GIRDER - TOENAIL................................................. 3-8D BRIDGING TO JOIST - TOENAIL EACH END........................................... 2-8D

1X6 SUBFLOOR OR LESS TO EACH JOIST - FACE NAIL..................... 2-8D

WIDER THAN 1X6 SUBFLOOR TO EACH JOIST - FACE NAIL................ 3-8D

2" SUBFLOOR TO JOIST OR GIRDER - BLIND AND FACE NAIL........... 2-16D

SOLE PLATE TO JOIST OR BLOCKING - FACE NAIL............................. 6D @ 16" STUD TO TOP PLATE - END NAILING................................................... 2-16D STUD TO SOLE PLATE - TOE NAIL END NAIL...................................... 4-8D OR 2-16D CORNER STUDS, DOUBLE STUDS AND ANGLES..................................... 16D @ 24"

TOP PLATES, LAPS AND INTERSECTIONS - FACE NAILS...................... 2-16D

TOP PLATE SPLICES............................................................................... 24-16D EACH SIDE OF SPLICE CONTINOUS HEADER - TWO PIECES..................................................... 16D @ 16" ALONG EACH EDGE CEILING JOIST TO PLATE - TOE NAIL................................................... 4-8D CONTINOUS HEADER TO STUD - TOE NAIL.......................................... 4-8D

CEILING JOIST, LAPS OVER PARTITIONS - FACE NAIL.......................... 3-16D

CEILING JOIST TO PARALLEL RAFTERS - FACE NAIL............................ 3-16D

RAFTERS TO PLATE - TOE NAIL............................................................ 3-8

D1" BRACE TO EACH STUD AND PLATE - FACE NAIL........................... 2-8D

1X8 SHEATING OR LESS TO EACH BEARING - FACE NAIL.................. 2-8D

WIDER THAN 1" SHEATHING TO EACH BEARING - FACE NAIL............. 2-8D

BUILT UP CORNER STUDS..................................................................... 16D @ 24" 2" PLANKS.............................................................................................. 2-16D @ EACHING BEARING

FASTENING OF BUILT UP BEAMS

2-2X................................................................................ 16D @ 12" STAGGERED 3-2X OR UP TO 5-2X................................................... 1/2" DIA. M.B. @ 18" STAGGERED FASTENINGS SHALL BE

PLACED AT A MAXIMUM OF 1/4 THE BEAM DEPTH FROM TOP OR BOTTOM EDGES.

CONSTRUCTION NOTES:

1. ALL APPLICABLE CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1986 AND STANDARD DETAILS FOR PUBLIC WORKS CONSTRUCTION, SEPTEMBER 1984, AS AMENDED, OF THE DEPARTMENT OF PUBLIC WORKS, CITY AND COUNTY OF HONOLULU AND THE COUNTIES OF KAUAI, MAUI, AND

HAWAII.

2. THE UNDERGROUND PIPES, CABLES OR DUCTLINES KNOWN TO EXIST BY THE ENGINEER FROM HIS SEARCH OF RECORDS ARE INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF THE FACILITIES AND EXERCISE PROPER CARE IN EXCAVATING IN THE AREA. WHEREVER CONNECTIONS OF NEW UTILITIES TO EXISTING UTILITIES ARE SHOWN ON THE PLANS, THE CONTRACTOR SHALL EXPOSE THE EXISTING LINES AT THE PROPOSED CONNECTIONS TO

VERIFY THEIR LOCATIONS AND DEPTHS PRIOR TO EXCAVATION FOR THE NEW LINES.

3. NO CONTRACTOR SHALL PERFORM ANY CONSTRUCTION OPERATION SO AS TO CAUSE FALLING

ROCKS, SOIL OR DEBRIS IN ANY FORM TO FALL, SLIDE OR FLOW INTO EXISTING CITY DRAINAGE

SYSTEMS, OR ADJOINING PROPERTIES, STREETS OR NATURAL WATERCOURSES. SHOULD SUCH

VIOLATIONS OCCUR, THE CONTRACTOR MAY BE CITED AND THE CONTRACTOR SHALL IMMEDIATELY

MAKE ALL REMEDIAL ACTIONS NECESSARY.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH THE APPLICABLE

PROVISIONS OF THE WATER QUALITY AND WATER POLLUTION CONTROL STANDARDS CONTAINED

IN HAWAII ADMINISTRATIVE RULES, TITLE 11, CHAPTER 54, "WATER QUALITY STANDARDS", AND TITLE 11, CHAPTER 55, "WATER POLLUTION CONTROL".

5. THE CONTRACTOR SHALL NOTIFY THE CIVIL ENGINEERING BRANCH, DEPARTMENT OF PLANNING AND PERMITTING, TO ARRANGE FOR INSPECTIONAL SERVICES AND SUBMIT FOUR (4) SETS OF APPROVED CONSTRUCTION PLANS SEVEN (7) DAYS PRIOR

TO COMMENCEMENT OF CONSTRUCTION WORK.

6. CONFINED SPACE FOR ENTRY BY CITY PERSONNEL, INCLUDING INSPECTORS, INTO A PERMIT REQUIRED CONFINED SPACE AS DEFINED IN 29 CFR PART 1910.146(B), THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING:

I. ALL SAFETY EQUIPMENT REQUIRED BY THE CONFINED SPACE REGULATIONS APPLICABLE TO ALL PARTIES OTHER THAN THE

CONSTRUCTION INDUSTRY, TO INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING:

A. FULL BODY HARNESSES FOR UP TO TWO PERSONNEL.

B. LIFELINE AND ASSOCIATED CLIPS.

C. INGRESS/EGRESS AND FALL PROTECTION EQUIPMENT.

D. TWO-WAY RADIOS (WALKIE-TALKIES) IF OUT OF LINE-OF-SIGHT.

E. EMERGENCY (ESCAPE) RESPIRATOR (10 MINUTE DURATION).

F. CELLULAR TELEPHONE TO CALL FOR EMERGENCY ASSISTANCE.

G. CONTINUOUS GAS DETECTOR (CALIBRATED) TO MEASURE OXYGEN, HYDROGEN SULFIDE, CARBON

H. PERSONAL MULTI-GAS DETECTOR TO BE CARRIED BY INSPECTOR.

II. CONTINUOUS FORCED AIR VENTILATION ADEQUATE TO PROVIDE SAFE ENTRY CONDITIONS.

III. ONE ATTENDANT/RESCUE PERSONNEL TOPSIDE (TWO, IF CONDITIONS WARRANT IT).

7. PURSUANT TO CHAPTER 6E, HRS, IN THE EVENT ANY ARTIFACTS OR HUMAN REMAINS ARE UNCOVERED DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL IMMEDIATELY SUSPEND WORK AND NOTIFY THE HONOLULU POLICE DEPARTMENT, THE STATE DEPARTMENT OF LAND AND NATURAL RESOURCES-HISTORIC PRESERVATION DIVISION. IN ADDITION, FOR NON-CITY PROJECTS, THE CONTRACTOR SHALL INFORM THE CIVIL ENGINEERING BRANCH, DEPARTMENT OF PLANNING AND

PERMITTING AND FOR CITY PROJECTS, NOTIFY THE RESPONSIBLE CITY AGENCY.

3 4

B 8 8

48 8

5 6

4 8

4 8 4 8

5 6

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 May 14, 2026.