W9128A09D0004_-_05_ARCHITECTURAL.pdf

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IDENTIFICATION

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SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

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No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

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GENERAL NOTES ABBREVIATIONS

1. LAWS AND ORDINANCES: AS USED HEREIN SHALL MEAN ALL FEDERAL, COUNTY, STATE

AND NATIONAL CODES, ORDINANCES, STANDARDS, RULES AND REGULATIONS OF ANY

NATURE WHICH ARE PERTINENT TO, OR REGULATORY OVER, THE WORK COVERED BY

THE CONTRACT DOCUMENTS OF THIS PROJECT. ALL CONTRACTORS SHALL COMPLY

FULLY WITH ALL APPLICABLE LAWS AND ORDINANCES. ALL CONSTRUCTION SHALL

CONFORM TO THE CURRENT BUILDING CODE AND FEDERAL REGULATIONS HAVING

JURISDICTION OVER THIS PROJECT.

2. CONFLICT: IN THE CASE OF ANY CONFLICT WHEREIN THE METHODS, OR STANDARDS OF

INSTALLATION, OR THE SPECIFIED MATERIALS ARE NOT EQUAL TO, OR EXCEED THE

REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL

GOVERN. IN THE CASE OF A DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS, BUT

NOT DIRECTLY RELATED TO THE PROVISIONS OR CODES, OR ORDINANCES, THE

CONTRACTOR SHALL 1) PROVIDE THE BETTER QUALITY, OR GREATER QUANTITY OF

WORK, OR 2) COMPLY WITH THE MORE STRINGENT REQUIREMENT IN ACCORDANCE WITH

THE ARCHITECT'S INTERPRETATION, OR 3) REQUEST ADDITIONAL CLARIFICATION OR

INFORMATION. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ALL

CONFLICTS.

3. CONDITIONS OF THE WORK: THE INFORMATION INDICATED ON THE DRAWINGS ARE

BASED ON LIMITED FIELD INVESTIGATIONS AND ON THE AVAILABLE RESOURCES AT THE

TIME OF DOCUMENT PREPARATION. AS A RESULT, THE ACCURACY AND COMPLETENESS

OF THE INFORMATION IS NOT GUARANTEED. THE CONTRACTOR SHALL, THEREFORE

VERIFY THE DIMENSIONS SHOWN ON THE DRAWINGS WITH ACTUAL FIELD

MEASUREMENTS, EXAMINE THE JOB SITE, VERIFY ALL FIELD CONDITIONS AND PROVIDE

THE LABOR AND MATERIALS REQUIRED TO COMPLETE THE REQUIRED WORK. ALL WORK

SHALL BE PERFORMED IN A PROFESSIONAL MANNER THAT IS OF ACCEPTABLE

WORKMANSHIP OF THE RESPECTIVE TRADES. THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT OF WORK, IF THERE ARE ANY

DIMENSIONAL DISCREPANCIES, OR IF THERE ARE ANY CONDITIONS THAT EXIST WHICH

MAY PREVENT THE CONTRACTOR'S PERFORMANCE OF WORK, AND/OR OF ANY AND ALL

ADDITIONAL WORK THAT MAY BE REQUIRED AS A RESULT OF THE OBSERVED

CONDITIONS.

4. OMISSIONS: OMISSIONS OF THE DRAWINGS, OR SPECIFICATIONS, OR THE OMISSIONS OF

DETAILS OF WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF

THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED,

SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED, OR

INCORRECTLY DESCRIBED DETAILS OF THE WORK, BUT SHALL BE PERFORMED AS IF

FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND

SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

VERBALLY OF SUCH OMISSIONS AND PROVIDE A WRITTEN STATEMENT OF THE

OMISSIONS WITHIN (5) WORKING DAYS OF VERBAL NOTIFICATION.

5. INTENT OF THE DRAWINGS: THE DRAWINGS ARE INTENDED TO DEFINE AND ESTABLISH

THE PHYSICAL REQUIREMENTS OF THE PROJECT, I.E., THE DESIGN, LOCATIONS AND

DIMENSIONS OF THE WORK, BASED ON RECOGNIZED STANDARDS, EVEN IF NOT

ACTUALLY SHOWN, BUT REASONABLY INFERRED. ALL WORK SHOWN IS "NEW" UNLESS

OTHERWISE NOTED AS "EXISTING". THE CONTRACTOR SHALL REVIEW AND VERIFY THE

INFORMATION ON ALL DRAWINGS BEFORE PERFORMING THE WORK AND NOTIFY THE

CONTRACTING OFFICER OF ANY DISCREPANCIES. THE CONTRACTOR SHALL

COORDINATE THE WORK OF ALL SUBCONTRACTORS/TRADES TO ACHIEVE THE DESIGN

INTENT AND SPECIFIED REQUIREMENTS AND IS RESPONSIBLE TO COMPLETE ANY AND

ALL WORK ASSOCIATED WITH SUCH COORDINATION.

6. COMPLETION OF THE WORK: THE CONTRACTOR SHALL IN THE WORK OF ALL TRADES,

PERFORM ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE

NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED OR AFFECTED

SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO THEIR ORIGINAL

CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER. THE CONTRACTOR IS

SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES, SEQUENCES AND

PROCEDURES OF CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO SAFETY

PRECAUTIONS.

7. CLEAN UP: THE CONTRACTOR SHALL CLEAN AND REMOVE ANY TRASH, DIRT, DEBRIS

AND SPILLAGE ARISING FROM THE WORK DAILY TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

8. RECORD DRAWINGS: THE CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER

WITH A SET OF "AS-BUILT" DRAWINGS OF WORK AS REQUIRED BY THE CONTRACT.

9. DIMENSIONS: UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS, ALL

DIMENSIONS ARE TAKEN TO THE FACE OF EXISTING STRUCTURE, OR FACE OF

CONSTRUCTION. WRITTEN DIMENSIONS PREVAIL, DO NOT SCALE DRAWINGS. SHOULD

DIMENSIONAL DISCREPANCIES BE FOUND, CONTACT THE CONTRACTING OFFICER FOR

CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK.

10. REPAIR OF FINISHES: THE CONTRACTOR SHALL PATCH AND FINISH ALL SURFACES THAT

HAVE BEEN EXPOSED FROM CUTTING AND/OR REMOVAL. FINISHES SHALL MATCH THE

COLOR AND FINISH OF ADJACENT SURFACES.

11. PREVENT DAMAGE: ALL ITEMS AND MATERIALS TO BE REMOVED SHALL BE DONE IN

SUCH A MANNER AS TO PREVENT DAMAGES TO ITEMS AND MATERIALS THAT REMAIN.

ALL SUCH DAMAGES SHALL BE SATISFACTORILY REPAIRED AT NO EXTRA COST TO THE

GOVERNMENT.

12. DO NOT BLOCK EXITS: THE CONTRACTOR SHALL NOT BLOCK OR OBSTRUCT ANY EXIT

WAYS DURING THE EXECUTION OF WORK THROUGHOUT THIS PROJECT.

13. EXISTING UTILITIES: THE CONTRACTOR SHALL COORDINATE AND VERIFY THE

LOCATIONS OF ALL UNDERGROUND OR OVERHEAD UTILITY LINES TO AVOID CONFLICTS

DURING ALL STAGES OF CONSTRUCTION.

14. SUBCONTRACTORS: THE USE OF UNLICENSED CONTRACTORS IS STRICTLY PROHIBITED.

THE CONTRACTOR IS RESPONSIBLE TO THE CONTRACTING OFFICER FOR ACTS AND

OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR

AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF WORK

UNDER CONTRACT WITH THE CONTRACTOR.

15. HAZARDOUS MATERIALS: HAZARDOUS MATERIAL ABATEMENT MEASURES SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR AS INDICATED IN THE DRAWINGS AND/OR

SPECIFICATIONS. BURNING OF ANY DEBRIS IS NOT PERMITTED. EXPLOSIVES ARE NOT

ALLOWED.

16. PERMITS: THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS REQUIRED.

14. WOOD: ALL NEW WOOD SHALL BE TERMITE TREATED. ALL PAINT ON WOOD SURFACES

SHALL CONTAIN A MILDEWCIDE ADDITIVE.

15. DISSIMILAR METAL PROTECTION: THE CONTRACTOR SHALL PROVIDE DISSIMILAR METAL

PROTECTION.

16. MECHANICAL AND ELECTRICAL ITEMS : ALL NEW EXPOSED MECHANICAL AND

ELECTRICAL PIPING, CONDUITS, DUCTWORK AND RELATED FITTINGS, AND FASTENERS

ARE TO BE PAINTED THE SAME COLOR AS THE COLOR OF THE SURFACE IT IS ATTACHED

TO UNLESS OTHERWISE NOTED.

17. SAFE OPERATIONS: THE CONTRACTOR SHALL ENSURE THAT ANY AND ALL

CONSTRUCTION ACTIVITIES DO NOT IMPACT OR INTERFERE WITH NORMAL OR SAFE

OPERATIONS AT THE PROJECT SITE.

18. RENOVATION WORK: THE CONTRACTOR SHALL PROPERLY SHORE BUILDING WALLS,

CEILINGS AND ANY OTHER COMPONENTS AFFECTED BY THE WORK AS REQUIRED TO

MAINTAIN A SAFE AND STABLE STRUCTURE.

19. SOUND AND NOISE CONTROL: THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH

THE CONTRACTING OFFICER ALL WORK THAT WILL GENERATE EXCESSIVE NOISE WHICH

MAY DISRUPT NORMAL OPERATING ACTIVITIES.

20. DEFINITIONS:

20.1. "FURNISH" MEANS "FURNISH ONLY". MATERIALS OR ITEMS TO BE FURNISHED SHALL

BE CONSIGNED TO THE CONTRACTOR AND DELIVERED TO THE SITE.

20.2. "INSTALL" MEANS "INSTALL ONLY" FURNISHED MATERIALS OR ITEMS. SUCH

MATERIALS OR ITEMS SHALL BE RECEIVED AT THE SITE, UNLOADED, STORED,

PROTECTED, AND INSTALLED IN PLACE, INCLUDING FINAL CONNECTION, UNLESS

SUCH WORK IS SPECIFICALLY EXCLUDED.

20.3. "PROVIDE" MEANS "FURNISH AND INSTALL" COMPLETE, IN PLACE AND READY FOR

USE, INCLUDING FINAL CONNECTIONS. ALL WORK SHOWN IN THE DRAWINGS SHALL

BE UNDERSTOOD AS "PROVIDE" WHETHER NOTES INDICATING "PROVIDE" ARE

INDICATED OR NOT.

20.4. WORDS "CONTRACTOR SHALL" ARE IMPLIED AND SHALL BE SO UNDERSTOOD

WHEREVER A DIRECTION IS STATED IN IMPERATIVE MOOD AND DIRECTION

"PROVIDE" IS USED.

20.5. UNLESS SPECIFICALLY STATED AS "EXISTING", ALL MATERIALS SHALL BE NEW IN ALL

CASES WHEN NOTES ARE ADDED TO DRAWINGS. ALSO, USES OF "FURNISH" AND

"PROVIDE" AUTOMATICALLY MEANS "NEW" UNLESS SPECIFICALLY STATED AS

"EXISTING".

20.6. "REMOVE" MEANS TO DEMOLISH OR DISMANTLE IN A MANNER AVOIDING DAMAGE TO

EXISTING TO REMAIN AND TO DISPOSE OUTSIDE OF GOVERNMENT PROPERTY.

21. HISTORIC SIGNIFICANCE: THE PROJECT SITE (BUILDING 107 AND THE SURROUNDING

AREAS) IS LOCATED IN A HISTORIC DISTRICT. THE PROJECT SITE IS CONSIDERED

HISTORICALLY IMPORTANT AREA WHICH SHOULD BE TREATED AS REQUIRED BY

FEDERAL, STATE, AND LOCAL HISTORICAL STANDARDS AND CODES.

22. DEMOLITION NOTES: FOR DEMOLITION NOTES, SEE SHEET AD001. REFER TO THIS

SHEET AND NOTES PRIOR TO STARTING WORK.

ABV ABOVE

AC ASPHALT CONCRETE

ADA AMERICANS WITH DISABILITIES ACT

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BD BOARD

BLDG BUILDING

CAB CABINET

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

DBL DOUBLE

DEMO DEMOLISH; DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DWG DRAWING

(E) EXISTING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EMER EMERGENCY

EQ EQUAL

EQPT EQUIPMENT

EXP EXPANSION

EXST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FF FINISH FLOOR

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FLRG FLOORING

FLUOR FLUORESCENT

FT FOOT; FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

H HIGH

HB HOSE BIBB

HDCP HANDICAPPED

HDWR HARDWARE

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

ID INSIDE DIAMETER

IN INCH

INCL INCLUDING; INCLUDED

INFO INFORMATION

INT INTERIOR

JAN JANITOR

JT JOINT

L LENGTH

LAM LAMINATED

LAV LAVATORY

LTG LIGHTING

LVR LOUVER

MAINT MAINTENANCE

MANUF MANUFACTURER

MAX MAXIMUM

MECH MECHANICAL

MET METAL

MIN MINIMUM

MISC MISCELLANEOUS

DOOR NUMBER

(SEE DOOR SCHEDULE)

WINDOW NUMBER

(SEE WINDOW/LOUVER SCHEDULE)

LOUVER NUMBER

(SEE WINDOW/LOUVER SCHEDULE)

SIGNAGE NUMBER

(SEE SIGNAGE SCHEDULE)

FINISH SYMBOL

(SEE FINISH MATERIAL SCHEDULE)

SYMBOLS

KEYNOTE

WALL TYPE SYMBOL

ELEVATION SYMBOL

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N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OTB OPEN TO BEYOND

PERIM PERIMETER

PL PLATE; PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PR PAIR

PREFAB PREFABRICATED

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R; RAD RADIUS

RECOMM RECOMMENDED

REF REFERENCE

REINF REINFORCED; REINFORCING

REQ REQUIRED

REV REVISED; REVISION

RO ROUGH OPENING

S SOUTH

SCHED SCHEDULE

SCRN SCREEN

SD SOAP DISPENSER

SECT SECTION

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SL SLOPE

SPEC SPECIFICATIONS

SST STAINLESS STEEL

STOR STORAGE

SUSP SUSPENDED

SVC SERVICE

SYM SYMMETRICAL

TEMP TEMPORARY; TEMPERED

THK THICK

THRU THROUGH

TYP TYPICAL

UL UNDERWRITER'S LABORATORY

UON UNLESS OTHERWISE NOTED

UR URINAL

UTIL UTILITY

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VTR VENT THROUGH ROOF

W WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WT WEIGHT

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IDENTIFICATION

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P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

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No. 14637

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DEMOLITION NOTES

1. GENERAL NOTES: FOR GENERAL NOTES, SEE SHEET A-001. GENERAL NOTES MAY ALSO BE APPLICABLE TO DEMOLITION

WORK AND SHALL BE REVIEWED PRIOR TO STARTING WORK.

2. POSSIBLE UNFORESEEN CONDITIONS : DUE TO THE EXISTING CONDITIONS OF THE BUILDING DURING DESIGN, SOME

EXISTING WALLS AND BUILDING CONDITIONS WERE NOT ABLE TO BE FIELD VERIFIED BY THE DESIGN TEAM. THESE AREAS, INCLUDING ORIGINAL BUILDING WALLS HIDDEN BEHIND FURRED WALLS OR FINISHES, MAY RESULT IN UNFORESEEN

CONDITIONS DURING CONSTRUCTION. IF THERE ARE DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL FIELD

CONDITIONS AT THESE AREAS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING.

3. COORDINATION WITH DPW HISTORIC ARCHITECT : ANY WORK TO THE EXISTING BUILDING STRUCTURE SHALL BE REVIEWED

AND APPROVED BY THE DPW HISTORIC ARCHITECT PRIOR TO STARTING. THE CONTRACTOR SHALL COORDINATE THIS WORK

CLOSELY WITH THE DPW HISTORIC ARCHITECT DURING CONSTRUCTION.

4. PATCHING AND REPAIRS: WHERE REMOVALS LEAVE HOLES AND DAMAGED SURFACES EXPOSED IN THE FINISHED WORK, PATCH AND REPAIR THESE HOLES AND DAMAGED SURFACES TO MATCH ADJACENT FINISHED SURFACES, USING ON-SITE

MATERIALS WHEN AVAILABLE. WHERE NEW WORK IS TO BE APPLIED TO EXISTING SURFACES, PERFORM REMOVALS AND

PATCHING IN A MANNER TO PRODUCE SURFACES SUITABLE FOR RECEIVING NEW WORK. FINISHED SURFACES OF PATCHED

AREAS SHALL BE FLUSH WITH THE ADJACENT EXISTING SURFACES (UNLESS OTHERWISE NOTED) AND SHALL MATCH THE

EXISTING ADJACENT SURFACE AS CLOSELY AS POSSIBLE AS TO TEXTURE AND FINISH. PATCHING SHALL BE AS SPECIFIED

AND INDICATED, AND SHALL INCLUDE:

4.1. CONCRETE AND MASONRY: COMPLETELY FILL HOLES AND DEPRESSIONS LEFT AS A RESULT OF REMOVALS IN EXISTING

MASONRY WALLS TO REMAIN, WITH AN APPROVED MASONRY PATCHING MATERIAL, APPLIED IN ACCORDANCE WITH THE

MANUFACTURER'S PRINTED INSTRUCTIONS.

5. MATERIAL DISPOSAL: UNLESS NOTED IN THE DRAWINGS OR SPECIFICATIONS, MATERIALS RESULTING FROM THE

DEMOLITION WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE

WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS OR AS SPECIFIED.

6. HAZARDOUS MATERIALS REMOVAL WORK :

6.1. FOR REMOVAL OF ASBESTOS CONTAINING MATERIALS, SEE SPECIFICATION SECTION 02 82 16.00 20.

6.2. FOR REMOVAL OF LEAD BASED PAINT MATERIALS, SEE SPECIFICATION SECTION 02 83 13.00 20.

6.3. FOR REMOVAL OF ARSENIC CONTAINING MATERIALS, SEE SPECIFICATION SECTION 02 83 13.

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169'-8"

20'-3" 20'-0" 20'-0" 20'-0" 9'-2" 20'-0" 20'-0" 20'-0" 20'-3"

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IDENTIFICATION

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SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

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No. 14637

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

BUILDING 107 - DEMOLITION FIRST FLOOR PLAN

A1

8'0 4' 16'

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

DEMOLITION KEYNOTES

GENERAL NOTES:

1. SEE OTHER DISCIPLINE'S DRAWINGS FOR ADDITIONAL

DEMOLITION WORK, INCLUDING ALL DEMOLITION SITE

WORK.

2. THE CONTRACTOR SHALL REMOVE (COMPLETE) ALL

INTERIOR NON-STRUCTURAL WALLS AND FURRING

SYSTEMS, DOORS, WINDOWS, FLOORING, RAISED

FLOORING SYSTEMS, FURNITURE, FIXTURES, SIGNAGE,

AND RELATED ACCESSORIES (UNLESS OTHERWISE

NOTED). TYPICAL FOR ALL INTERIOR SPACES.

3. THE SPACE AFTER DEMOLITION WORK IS COMPLETED

SHALL BE A STRUCTURAL CONCRETE SHELL.

WALLS/COLUMNS: FLOORS: MISCELLANEOUS:

REMOVE EXISTING INFILL WALL(S) COMPLETE.

REMOVE EXISTING FURRING SYSTEM AROUND COLUMNS

COMPLETE. EXISTING CONCRETE STRUCTURE TO

REMAIN.

REMOVE EXISTING INTERIOR WALL(S) AND WALL FURRING

SYSTEMS COMPLETE. EXISTING CONCRETE STRUCTURE

TO REMAIN.

REMOVE ALL EXISTING DOORS (SINGLE AND DOUBLE),

FRAMES, AND HARDWARE COMPLETE.

REMOVE ALL EXISTING WINDOWS AND/OR LOUVERS,

FRAMES, AND HARDWARE COMPLETE.

REMOVE ALL EXISTING CABINET WORK, PLUMBING

FIXTURES, AND ACCESSORIES COMPLETE.

REMOVE EXISTING STAIR SYSTEM AND CONCRETE

LANDING COMPLETE.

REMOVE EXISTING HANDRAILS COMPLETE.

REMOVE ALL EXISTING RAISED FLOORING SYSTEMS

COMPLETE, INCLUDING ALL ASSOCIATED STAIRS.

REMOVE ALL EXISTING FLOOR FINISHES DOWN TO

EXISTING CONCRETE.

REMOVE EXISTING STAIRS COMPLETE.

REMOVE EXISTING RAMP COMPLETE.

REMOVE EXISTING CONCRETE FLOOR TO FACILITATE NEW

WORK. (DOTTED AREA)

SEE GENERAL

NOTE 1

TYP FOR OPEN

AREA AND

SMALL ROOMS

TYP

LEGEND

EXISTING TO

REMAIN

EXISTING TO BE

REMOVED COMPLETE

EXISTING RAISED

FLOORING SYSTEM

TO BE REMOVED

COMPLETE

REMOVE EXST

LOW WALL

UPS

BUILDING

STORAGE

BUILDING

ENTRY

UP

UP

UP

UP

UP

UP

UP

UP

SEE CIVIL FOR

DEMOLITION WORK,

TYP

ELECTRICAL

COMM

LOADING

SEE CIVIL FOR

DEMOLITION WORK

W1

W2

W3

F1

F2

F3

F4

F5

M1

M2

M3

M4

M5

F1

W3

M1

B2

AD901

M3M3

F2

W3

B4

AD901

C4

AD901

M3

M1F4

W1 W1 W1 W1F3M1

F2

C2

AD901

M2 M2 M2 M5 M2 M2

M2 M2 M2 M2 M2

TYP

F2

M2

M2

M2

M2

M2 M2 F2 W3

M1

M1

F2 W3

M1

M1

F2

W3

M1

M1

M1M3

M1

M1

C3

AD901

M1

F1 W3 F1 W3

M1 M1

M3

M1F1

W3

M1

M1

M1

W3F1

TYP

W3

F1

TYP

W3F1

TYP

M5

F1

W2

W2 W2

W2 W2

W2W2

W2

M1

W2

F5

M1

W3F2

W3F2

M1

F5

W3F1

SEE DEMOLITION

KEYNOTE F5

W1

W1 W1

SEE CIVIL FOR

DEMOLITION

WORK, TYP

M4

A3

AD901

W2

W2 W2

M5

W2

M1

A1

AD105

SEE CIVIL

FOR

DEMOLITION

WORK

PHOTO

PHOTO

PHOTO

B3

AD901

PHOTO

PHOTO

PHOTO

A2

AD901

PHOTO

C1

AD901

PHOTO

B1

AD901

PHOTO

F5

SEE

STRUCTURAL

FOR

DEMOLITION

WORK

NORTH

EAST

SOUTH

WEST

KEY TO

EXTERIOR

ELEV

AD203 C1 AD203A1 AD203 C2AD203A2 AD203 C4

A1

AD202

W1

7 8 9 10

7 8 9 10

E Q

E Q

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

W

A

I I

U

S

O

T

T

R

J.

A

D

A

H

A

R

AD102

B U

I L D

I N

G

D

E M

O L I T

I O

N

S

E C

O N

D

A N

D

T

H I R

D

F

L O

A

N S

W A

A F

B

A

D D

G N

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

BUILDING 107 - DEMOLITION SECOND FLOOR PLAN

A1

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

BUILDING 107 - DEMOLITION THIRD FLOOR PLAN

A3

8'0 4' 16'

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

LEGEND

EXISTING WALL

TO REMAIN

EXISTING WALL TO

BE DEMOLISHED

GARRISON

COMMANDER

EXEC

SECRETARY

DEPUTY

COMMANDER

EXEC

OFFICER

COMMAND STAFF

OPEN OFFICE

COFFEE

AREA

COMMAND

SGT MAJOR

SOUTH LANAI

NORTH LANAI

REMOVE EXISTING STAIRWAY SYSTEM

COMPLETE, TYP

REMOVE EXISTING DOOR, DOOR

FRAME, AND HARDWARE

COMPLETE

REMOVE A PORTION OF THE

EXISTING WALL SYSTEM TO

ACCOMMODATE NEW WORK, TYP

REMOVE EXISTING STAIRWAY SYSTEM

COMPLETE, TYP

REMOVE EXISTING DOOR, DOOR FRAME,

AND HARDWARE COMPLETE

REMOVE A PORTION OF THE EXISTING WALL

SYSTEM TO ACCOMMODATE NEW WORK, TYP

REMOVE EXISTING INTERIOR WALL, DOOR,

DOOR FRAME, AND HARDWARE COMPLETE

OFFICE

COFFEE

OFFICE OFFICE

DASG

TRNG

STORAGE

ADMIN

TRNG CHIEF OF POLICE

CORRIDOR

GARRISON

CONF ROOM

DEPUTY

DIRECTOR

OFFICE

SGM

OFFICE

CORRIDOR

8'0 4' 16'

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

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

169'-8"

20'-3" 20'-0" 20'-0" 20'-0" 9'-2" 20'-0" 20'-0" 20'-0" 20'-3"

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

W

A

I I

U

S

O

T

T

R

J.

A

D

A

H

A

R

AD103

B U

I L D

I N

G

D

E M

O L I T

I O

N

F

I R

O

O R

R E

F L E

C T

D

I L I N

G

P

L A

N

W A

A F

B

A

D D

G N

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

BUILDING 107 - DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN

A1

8'0 4' 16'

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

DEMOLITION KEYNOTES

CEILINGS:

LEGEND

EXISTING TO

REMAIN

EXISTING TO BE

REMOVED COMPLETE

GENERAL NOTES:

1. SEE OTHER DISCIPLINE'S DRAWINGS FOR ADDITIONAL

DEMOLITION WORK.

2. THE CONTRACTOR SHALL REMOVE (COMPLETE) ALL

INTERIOR NON-STRUCTURAL WALLS AND FURRING

SYSTEMS, ALL EXISTING CEILING SYSTEMS, SIGNAGE,

AND RELATED ACCESSORIES (UNLESS OTHERWISE

NOTED). TYPICAL FOR ALL INTERIOR SPACES.

3. SEE DEMOLITION FLOOR PLANS FOR ALL WORK TO

WALLS, TYPICAL.

4. DEMOLITION WORK SHALL REMOVE ALL CANEC CEILINGS

THROUGHOUT THE INTERIOR SPACE OF THE FIRST

FLOOR, WHETHER INDICATED ON THIS SHEET OR NOT.

5. THE SPACE AFTER DEMOLITION WORK IS COMPLETED

SHALL BE A STRUCTURAL CONCRETE SHELL.

REMOVE ALL EXISTING SUSPENDED ACOUSTICAL CEILING

SYSTEMS COMPLETE, TYPICAL FOR ALL SPACES.

REMOVE ALL EXISTING CANEC CEILINGS COMPLETE AND

REMOVE ALL ADHESIVE MATERIALS CLEAN AND

COMPLETE, TYPICAL FOR ALL SPACES. SEE SPECS FOR

HAZARDOUS MATERIALS ABATEMENT. THE CONTRACTOR

SHALL FIELD VERIFY ALL LOCATIONS PRIOR TO BIDDING.

SEE DETAIL A2/AD901. REMOVAL AND ABATEMENT ARE

THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

REMOVE EXISTING GYP BOARD CEILING SYSTEMS

COMPLETE.

EXISTING CONCRETE CEILING(S) TO REMAIN, TYPICAL.

REMOVE EXISTING FABRIC CEILING TREATMENT AND

ACCESSORIES COMPLETE.

C1

C2

C3

C4

C5

C1 C2 C3 C1 C2

TYP

C1 C2

TYP

C1 C2

C1 C2

C3

C1 C2

TYP

C1 C2

C1 C2

C1 C2

C4

TYP

C4

TYP

C4

TYP

C4

TYP

C5

C4

TYP

C1 C2

C1 C2

C3

C2

C3

C3

C3

C4

C3

C3

STORAGE BUILDING

UPS BUILDING

C1

A-105

EXISTING GYP BOARD

CEILING SYSTEM TO

BE REMOVED

COMPLETE

C3

7 8 9 10 7 98 10

O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

W

A

I I

U

S

O

T

T

R

J.

A

D

A

H

A

R

AD104

B U

I L D

I N

G

D

E M

O L I T

I O

N

S

E C

O N

D

A

H

I R

D

F

L O

F

L E

C T

I L I N

G

P

L A

N S

W A

A F

B

A

D D

G N

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

BUILDING 107 - DEMOLITION SECOND FLOOR REFLECTED CEILING PLAN

A1

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

BUILDING 107 - DEMOLITION THIRD FLOOR REFLECTED CEILING PLAN

A3

8'0 4' 16'

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

DEMOLITION KEYNOTES LEGEND

EXISTING WALL

TO REMAIN

EXISTING WALL TO

BE REMOVED

EXISTING SUSPENDED ACOUSTICAL CEILING SYSTEM TO

REMAIN, TYPICAL.

REMOVE EXISTING SUSPENDED ACOUSTICAL CEILING

SYSTEMS AS REQUIRED TO ACCOMMODATE THE NEW

WORK. SAVE CEILING TILES AND SUSPENSION SYSTEMS

IF POSSIBLE FOR REUSE IN THE NEW WORK.

GENERAL NOTES:

1. SEE OTHER DISCIPLINE'S DRAWINGS FOR ADDITIONAL

DEMOLITION WORK.

2. THE CONTRACTOR SHALL REMOVE (COMPLETE) ALL

INTERIOR NON-STRUCTURAL WALLS AND FURRING

SYSTEMS, ALL EXISTING CEILING SYSTEMS, SIGNAGE,

AND RELATED ACCESSORIES (UNLESS OTHERWISE

NOTED). TYPICAL FOR ALL INTERIOR SPACES.

3. SEE DEMOLITION FLOOR PLANS FOR ALL WORK TO

WALLS, TYPICAL.

4. DEMOLITION WORK SHALL REMOVE ALL CANEC CEILINGS

THROUGHOUT THE INTERIOR SPACE OF THE FIRST

FLOOR, WHETHER INDICATED ON THIS SHEET OR NOT.

5. THE SPACE AFTER DEMOLITION WORK IS COMPLETED

SHALL BE A STRUCTURAL CONCRETE SHELL.

CEILINGS:

C1

C2

C1

C2

C1

TYP

C2

C1

TYP

EXISTING CEILING

SYSTEM TO BE

REMOVED

TYP

±24'-8"

S L A B

T O

S L A B

±10'-0" (SLAB TO SLAB)

2'-0" 2'-0"

2'-3 1/2" 4'-0" 4'-0"

3'-4"

4'-0"

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

W

A

I I

U

S

O

T

T

R

J.

A

D

A

H

A

R

AD105

S T

O R

A G

E

A

I L D

I N

M O

L I T

I O

N

F

L O

A

D

R E

F L E

C T

I L I N

G

P

L A

N S

W A

A F

B

A

D D

G N

4' 8'0 2'

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

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

STORAGE AND UPS BUILDINGS - DEMOLITION FLOOR PLANS

A1

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

STORAGE AND UPS BUILDINGS - DEMOLITION REFLECTED CEILING PLANS

C1

DEMOLITION KEYNOTES

SYMBOLS

NORTH

EAST

SOUTH

WEST

KEY TO

EXTERIOR

ELEV

GENERAL NOTES:

1. SEE OTHER DISCIPLINE'S DRAWINGS FOR ADDITIONAL

DEMOLITION WORK, INCLUDING ALL DEMOLITION SITE

WORK.

WALLS/COLUMNS:

FLOORS:

MISCELLANEOUS:

REMOVE EXST 7'-4" HIGH CMU WALL COMPLETE.

REMOVE ALL EXISTING INTERIOR AND EXTERIOR WALL

BOARDS AND FINISHES LEAVING THE EXISTING METAL

WALL FRAMING IN PLACE. SEE STRUCTURAL FOR

ADDITIONAL INFORMATION.

REMOVE ALL EXISTING METAL LOUVERS, FRAMES, AND

HARDWARE COMPLETE.

REMOVE EXISTING DOORS, FRAMES, AND HARDWARE

COMPLETE.

REMOVE EXISTING 3 1/2" HIGH CONCRETE CURB.

REMOVE EXISTING GUTTERS, DOWNSPOUTS, AND SPLASH

BLOCKS, TYPICAL.

REMOVE ALL EXISTING FLOOR FINISHES DOWN TO

EXISTING CONCRETE.

EXISTING CONCRETE FLOOR TO REMAIN.

W1

F1

M1

W2

M1M1M1

M1

W2

REMOVE EXISTING STAIR,

GUARDS, HANDRAILS, AND

WALKWAYS - SEE CIVIL, TYP

CEILINGS:

EXISTING CONCRETE CEILING TO REMAIN.

EXISTING RIDGE BEAM TO REMAIN.

REMOVE EXISTING ROOF STRUCTURE COMPLETE

INCLUDING, BUT NOT LIMITED TO, ROOF FRAMING

(EXCEPT RIDGE BEAM), ROOFING SYSTEM, INTERIOR

ROOF FINISHES, AND RELATED ITEMS TO FACILITATE THE

NEW WORK. SEE STRUCTURAL FOR ADDITIONAL

INFORMATION.

C1

C2

C1

F1

LEGEND

EXISTING TO REMAIN

EXISTING TO BE

REMOVED COMPLETE

EXISTING UPS

BUILDING

EXISTING

STORAGE

BUILDING

EXISTING STORAGE

BUILDING

EXISTING UPS

BUILDING

M2

C3

M3

M4

M4

M2

EXISTING FLOOR FINISH TO

BE REMOVED COMPLETE

F2

F2

F2

C1

C1

C3

M4

C3

C3

REMOVE (E) FULL

HEIGHT CMU WALL

COMPLETE

REMOVE PORTION OF (E)

CMU WALL TO FACILITATE

NEW OPENING

W2

M4

M4

M4

M2

M1

F2

W1

M3

M2

M2

F2

EXISTING STAIR AND WALKWAY

TO BE REMOVED COMPLETE

BUILDING 107 INTERIOR

M4 M4

M4

C2

±25'-4"(FIELD VERIFY)

F I E L D

V E R I F Y

8'-4" 7'-8"

14'-8" 7'-2"

2'-0"

(VERIFY)

V

E R

I F

Y

±24'-0"

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

W

A

I I

U

S

O

T

T

R

J.

A

D

A

H

A

R

AD106

G E

N E

R A

T O

R

B

U I L D

I N

G

D

E M

O L I T

I O

N

F L O

A

N

A

F

L E

C T

I L

I N

G

P L A

N

W A

A F

B

A

D D

G N

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

GENERATOR BLDG - DEMOLITION FLOOR PLAN

A1

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

GENERATOR BLDG - DEMOLITION REFLECTED CEILING PLAN

A3

SYMBOLSDEMOLITION KEYNOTES

NORTH

EAST

SOUTH

WEST

KEY TO

EXTERIOR

ELEV

WALLS: FLOOR:GENERAL NOTES:

1. SEE OTHER DISCIPLINE'S DRAWINGS FOR ADDITIONAL

DEMOLITION WORK, INCLUDING ALL DEMOLITION SITE

WORK.

REMOVE EXISTING MECHANICALLY FASTENED WALL

INSULATION COMPLETE, TYP FOR ALL INTERIOR WALLS.

W1

REMOVE PORTION OF EXISTING RAISED CONCRETE PAD

TO FACILITATE NEW CONCRETE TOPPING AND NEW WALL

PARTITION.

EXISTING CONCRETE FLOOR SLAB TO REMAIN.

EXISTING RAISED CONCRETE PAD TO REMAIN.

REMOVE PORTION OF EXISTING CONCRETE WALKWAY TO

FACILITATE CONSTRUCTION OF NEW WALKWAY.

F1

REMOVE EXISTING

MECHANICALLY FASTENED

CEILING INSULATION

SYSTEM COMPLETE, TYP

MISCELLANEOUS:

REMOVE ALL EXISTING LOUVERS, FRAMES, AND

HARDWARE COMPLETE.

REMOVE EXISTING DOUBLE DOORS, FRAMES, AND

HARDWARE COMPLETE.

EXISTING ELEC EQUIPMENT - SEE ELEC DRAWINGS FOR

ADDITIONAL INFORMATION.

EXISTING MECH EQUIPMENT - SEE MECH DRAWINGS FOR

ADDITIONAL INFORMATION.

REMOVE SECTION OF EXST DOWNSPOUT TO FACILITATE

CONSTRUCTION OF NEW WALKWAY.

M1

M2

W1

W1

M1

M1

M1

EXISTING CMU

ENCLOSURE (N.I.C.)

4' 8'0 2'

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

LEGEND

EXISTING TO REMAIN

EXISTING INSULATION OR LOUVER

TO BE REMOVED COMPLETE

EXISTING CONCRETE PAD TO

BE REMOVED COMPLETE

EXISTING CMU

CYLINDER TANK

ENCLOSURE (N.I.C.)

F1

F2

F2

F3

F3

M3

M4

M4

EXISTING

EAVES (N.I.C.)

EXISTING CONCRETE

BEAM

M4 M3

M3

M3

M4

M2

REMOVE EXISTING

MECHANICALLY FASTENED

CEILING INSULATION

SYSTEM COMPLETE, TYP

REMOVE EXISTING

STEEL HOIST BEAM

EXISTING CEILING HEIGHT IS

±15'-6" ABOVE FINISHED FLOOR.

F4

F4

F4

M3

EXISTING

CONC CURB

EXISTING CONC

WALKWAY

EXISTING

PLANTING

EXISTING

PLANTING

EXISTING

ROAD

EXISTING

PLANTING

M3

M3

M3

M5

M5

EXST DS

EXST DS

EXST DS

13 24568 7910

1 32 4 5 6 87 9 10

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

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S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

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R

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A

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AD201

B U

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D

E M

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N

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X T

E R

I O

R

E L E

V A

T I O

O R

U

T H

W A

A F

B

A

D D

G N

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

BUILDING 107 - DEMOLITION EXTERIOR ELEVATION - SOUTH

A1

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

BUILDING 107 - DEMOLITION EXTERIOR ELEVATION - NORTH

C1

8'0 4' 16'

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

REMOVE EXISTING

METAL STAIR

STRUCTURE

COMPLETE

REMOVE EXISTING

WINDOW SYSTEM TO

ACCOMMODATE NEW

WORK

REMOVE EXISTING

WINDOW STOREFRONT

WALL IN-FILL

REMOVE EXISTING CMU

WALL IN-FILL

CAREFULLY, MINIMIZE

ANY DAMAGE TO

EXISTING CONCRETE

ARCHES, TYP

REMOVE EXISTING

CONCRETE LANDING

REMOVE EXISTING

METAL STAIR

STRUCTURE COMPLETE

REMOVE EXISTING

WINDOW SYSTEM TO

ACCOMMODATE NEW

WORK

REMOVE EXISTING DOOR,

FRAME AND HARDWARE

COMPLETE

REMOVE EXISTING STAIRS

COMPLETE, SEE CIVIL

REMOVE EXISTING DOOR,

FRAME AND HARDWARE

COMPLETE

REMOVE EXISTING STAIRS

COMPLETE, SEE CIVIL

REMOVE EXISTING

HANDRAILS COMPLETE

REMOVE EXISTING WALL

IN-FILL TO

ACCOMMODATE NEW

WORK

REMOVE EXISTING WALL

IN-FILL TO

ACCOMMODATE NEW

WORK

REMOVE EXISTING

CONCRETE RAMP - SEE

CIVIL DRAWINGS

REMOVE EXISTING

CONCRETE RAMP AND

HANDRAILS - SEE CIVIL

DRAWINGS

3RD FLR FF

2ND FLR FF

1ST FLR FF

3RD FLR FF

2ND FLR FF

1ST FLR FF

EXISTING UPS

BUILDING

EXISTING STORAGE

BUILDING, SHOWN

DASHED FOR

CLARITY

WORK NOTES FOR THIS SHEET:

ALL WORK SHALL BE DONE IN A

VERY CAREFUL MANNER

CONFORMING TO ANY HISTORICAL

REQUIREMENTS. CONTRACTOR

SHALL CONSULT WITH DPW

HISTORICAL PRIOR TO THE START OF

WORK FOR ANY REQUIREMENTS.

ABCDEFGH A B C D E F G H

F I E

V

R

I F

Y

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

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I I

U

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O

T

T

R

J.

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D

A

H

A

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AD202

B U

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X T

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I O

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V A

T I O

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T

A

W

S

T

F

I R

O

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N A

I

A

L O

I D

L I N

E

B

W A

A F

B

A

D D

G N

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

BUILDING 107 - DEMOLITION EXTERIOR ELEVATION - WEST

C3

8'0 4' 16'

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

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

BUILDING 107 - DEMOLITION EXTERIOR ELEVATION - EAST

C1

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

BUILDING 107 - DEMOLITION EXTERIOR ELEVATION - FIRST FLOOR NORTH LANAI ALONG GRIDLINE B

A1

DEMOLISH AND REMOVE

EXISTING BASE AND WALL

CABINETS COMPLETE

REMOVE EXISTING

METAL/GLASS STOREFRONT

DOOR SYSTEM COMPLETE,

RETURN EXISTING DOOR

LOCK HARDWARE TO

GOVERNMENT

DEMOLISH AND

REMOVE EXISTING

WALL PARTITION

REMOVE EXISTING

CONCRETE STAIRS

COMPLETE

REMOVE EXISTING

WINDOW SYSTEM TO

ACCOMMODATE NEW

WORK

REMOVE EXISTING

DOOR, FRAME AND

HARDWARE COMPLETE

REMOVE EXISTING CONCRETE

EXTERIOR WALL TO

ACCOMMODATE NEW WORK

REMOVE EXISTING

METAL STAIR

STRUCTURE COMPLETE

REMOVE EXISTING

CONCRETE LANDING

COMPLETE

REMOVE EXISTING LOW

WALL AND WALL MOUNTED

HANDRAIL COMPLETE

REMOVE EXISTING

DOOR, FRAME AND

HARDWARE COMPLETE

REMOVE EXISTING WINDOW

SYSTEM TO ACCOMMODATE

NEW WORK

REMOVE EXISTING

LOUVERS

REMOVE

EXISTING WOOD

LANDING

9 8 7 6 5 4 3 2

3RD

FLR FF

2ND

FLR FF

1ST

FLR FF

2ND FLR FF

1ST FLR FF

3RD

FLR FF

2ND

FLR FF

1ST

FLR FF

EXISTING STORAGE

BUILDING - SEE

SHEET AD105 FOR

DEMOLITION NOTES

EXISTING UPS

BUILDING

WORK NOTES FOR THIS SHEET:

ALL WORK SHALL BE DONE IN A

VERY CAREFUL MANNER

CONFORMING TO ANY HISTORICAL

REQUIREMENTS. CONTRACTOR

SHALL CONSULT WITH DPW

3'-4"

4'-8"

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

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O

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J.

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H

A

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AD203

B U

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D

E M

O L I T

I O

N

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X T

E R

I O

R

E L E

V A

T I O

I R

O

R

N

A I

W A

A F

B

A

D D

G N

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

DEMOLITION NORTH EXTERIOR LANAI - EAST ALONG GRIDLINE 4

C1

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

DEMOLITION NORTH EXTERIOR LANAI - EAST ALONG GRIDLINE 8

C2

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

DEMOLITION NORTH EXTERIOR LANAI - EAST ALONG GRIDLINE 9

C4

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

DEMOLITION NORTH EXTERIOR LANAI - WEST ALONG GRIDLINE 7

A1

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

DEMOLITION NORTH EXTERIOR LANAI - WEST ALONG GRIDLINE 2

A2

REMOVE EXISTING DOOR

AND FRAME

1ST FLR FF

REMOVE EXISTING DOOR

AND FRAME

REMOVE EXISTING WALL

REMOVE EXISTING DOOR

AND FRAME

REMOVE EXISTING WALL

REMOVE EXISTING WALL

REMOVE EXISTING

DOOR

REMOVE EXISTING

CONCRETE RAMP, SEE

CIVIL DRAWINGS

REMOVE EXISTING DOOR

REMOVE CONCRETE STAIRS

COMPLETE

REMOVE PORTION OF

EXISTING WALL

4' 8'0 2'

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

1ST FLR FF 1ST FLR FF

1ST FLR FF 1ST FLR FF

REMOVE EXISTING WALL

REMOVE EXISTING

LOW WALL

WORK NOTES FOR THIS SHEET:

ALL WORK SHALL BE DONE IN A

VERY CAREFUL MANNER

CONFORMING TO ANY HISTORICAL

REQUIREMENTS. CONTRACTOR

SHALL CONSULT WITH DPW

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

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S C

O T

T

R

J

H

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A

A

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No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

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AD901

E X

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T I N

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P

H O

T

A I L S

W A

A F

B

A

D D

G N

SCALE: NO SCALE

EXISTING PHOTO DETAIL - DOOR

C4

SCALE: NO SCALE

EXISTING PHOTO DETAIL - DOOR AND STAIR

C3

SCALE: NO SCALE

EXISTING PHOTO DETAIL - EXTERIOR COLUMNS

C2

SCALE: NO SCALE

EXISTING PHOTO DETAIL - NORTH ELEVATION

C1

SCALE: NO SCALE

EXISTING PHOTO DETAIL - DOOR

B4

SCALE: NO SCALE

EXISTING PHOTO DETAIL - DOOR AND STAIR

B3

SCALE: NO SCALE

EXISTING PHOTO DETAIL - STORAGE BUILDING

B2

SCALE: NO SCALE

EXISTING PHOTO DETAIL - SOUTH ELEVATION

B1

SCALE: NO SCALE

EXISTING PHOTO DETAIL - STAIRWAY

A3

SCALE: NO SCALE

EXISTING PHOTO DETAIL - CEILING

A2

SEE ELECTRICAL AND

MECHANICAL FOR

ADDITIONAL WORK, TYP.

REMOVE EXISTING CURB AS

REQUIRED TO FACILITATE

THE NEW WORK, TYP

REMOVE EXISTING WOOD

LANDING

NOTES:

1. SEE SHEET AD101 FOR DEMOLITION FLOOR

PLAN.

REMOVE EXISTING

CONCRETE CURBS BETWEEN

COLUMNS, TYPICAL

SEE OTHER DISCIPLINE'S DRAWINGS

FOR ADDITIONAL DEMOLITION

WORK NOTES, TYPICAL

±169'-8" (FIELD VERIFY)

20'-3" 20'-0" 20'-0" 20'-0" 9'-2" 20'-0" 20'-0" 20'-0" 20'-3"

F I E L D

V E R I F Y

8" 8"

15'-0" 10'-0"

6'-8 1/4"

DESCRIPTION

FIRE RESISTANCE RATINGS OF EXTERIOR WALLS (IBC TABLE 602) MIN DISTANCE OF PROJECTIONS (IBC TABLE 705.2)

DISTANCE TO

IMAGINARY LINE

TYPE OF

CONSTRUCTION OCCUPANCY GROUP FIRE RATING

OPENING PROTECTION -

EXTERIOR WALLS (IBC TABLES

705.8 AND 716.5)

FIRE SEPARATION

DISTANCE

MIN DISTANCE FROM

LINE

ACTUAL DISTANCE OF

PROJECTIONS FROM LINE

BUILDING 107 (TO STORAGE BUILDING)

± 3'-7 7/8" IIA A 1-HOUR 3/4 HOUR 2 TO 5 FT 24" NO PROJECTIONS

STORAGE BUILDING (TO BUILDING 107)

5'-4" VB S-1 1-HOUR 3/4 HOUR ≥ 5 FT 40" 40"

STORAGE BUILDING (TO UPS BUILDING)

10'-0" VB S-1 1-HOUR 3/4 HOUR ≥ 5 FT 40" 40"

UPS BUILDING (TO STORAGE BUILDING)

± 6'-8 1/4" IIA A 1-HOUR 3/4 HOUR ≥ 5 FT 40" 56 1/4"

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

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A-101

B U

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L L

F

I R

O

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P L A

N

W A

A F

B

A

D

G N

UP

UP

UP

UP

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

BUILDING 107 - OVERALL FIRST FLOOR PLAN

A1

8'0 4' 16'

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

EXISTING WALL

TO REMAIN

WALL AS

INDICATED

CONC WALL

DN

LEGEND

A

B

C

D

KEY TO

INTERIOR

ELEV

NORTH

EAST

SOUTH

WEST

KEY TO

EXTERIOR

ELEV

DN

STORAGE

BUILDING

UPS BUILDING

D

D

D

D

D

160B

D

160A

D

D

D

D

D

D

D

D

D

D

S

160B

S

160A

S

150A

S

150B

W

W

W

W

W

142C

W

142B

W

142A

W

150B

W

150A

W

126C

W

126B

W

126A

W

W

W

RAISED FLOORING

SYSTEM

D

D

D

D

D

D

D

D

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

MARKETING

OFFICE

OFFICE

OFFICE

UTILITY

LOADING

FIRE

LOBBY

HALLWAY

TRAINING

COMM

STAIR CORE

BREAK

MEN

WOMEN

ELECTRICAL

STOR

OFFICE

OFFICE

STAIR

MACHINE

ELEV

OPEN OFFICE

SECURITY OFFICE

EXT LANAI

ELEV LOBBY

JAN

OFFICE

A1

A-102

A1

A-103

A1

A-104

C1

A-301

A1

A-301

C1

A-302

A1

A-302

GENERAL NOTES:

1. SEE OTHER DISCIPLINES' DRAWINGS FOR

ADDITIONAL WORK.

2. SEE ROOM FINISH SCHEDULE FOR ALL FLOOR

FINISHES.

CMU WALL INFILL

AS INDICATED

A1

A-109

S

S

OFFICE

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

START RAISED

FLOOR SYSTEM AT

CORNER

START RAISED

FLOOR SYSTEM

AT CORNER

DN

DN

D

118B

D

118C

D

118A

D

190A

D

190B

DN

CODE INFORMATION

IMAGINARY LINE

BETWEEN BUILDINGS

D

U100

D

S100

S

118A

S

118B

S

108A

S

108B

A-203C1 A-203 C3

D1

A-203

COMM

STOR

IT OFFICE

IT OFFICE

INFO PROCESSING

OFFICE

DIRECTOR OFFICE

PAYROLL OFFICE

CONFERENCE

MARKETING

CONTRACTBOD

CRD CYS

PERSONAL

DEPUTY

DIRECTOR

NSMPAYROLL

BOD SPACE

D

S

D

S

D

S

140B

S

140A

D

140A

D

140B

D

D

D

S

S

S

S

D

S

D

S

S

DFMWR

STOR

S

106A

±9'-2" ±9'-0 3/4"

±9'-2" ±9'-0 3/4"

4'-6"

±9'-5 1/2"

±9'-5 1/2"

6" 4"

±19'-7 1/4"

±12'-7" 6'-7"

14'-10"

±19'-9 1/2"

WORK KEYNOTES

GENERAL NOTES:

1. FOR EXISTING WALLS AND COLUMNS WHICH ARE NOT

FURRED OUT: PATCH ALL EXPOSED NON-STRUCTURAL

CRACKS AND HOLES ON INTERIOR CONCRETE WALLS AND

COLUMNS AS REQUIRED TO PROVIDE A SMOOTH, EVEN

SURFACE (ESTIMATE APPROXIMATELY 10% OF EXPOSED

SURFACE AREAS). SURFACES SHALL BE PREPARED TO

ACCEPT NEW WORK AND WALL FINISHES, TYPICAL FOR

ENTIRE INTERIOR EXCEPT FOR ELECTRICAL ROOM, UTILITY

ROOM, AND LOADING. FOR ADDITIONAL REPAIRS, SEE

STRUCTURAL DRAWINGS.

2. FOR EXISTING CONCRETE FLOORS: FLOAT ALL INTERIOR

CONCRETE FLOORS (±9,552 SF) LEVEL, EVEN, AND

SMOOTH TO ACCEPT NEW FLOOR FINISHES. DO NOT FLOAT

ELECTRICAL ROOM, UTILITY ROOM, LOADING, AND AREAS

WITH RAISED FLOOR SYSTEM. FOR ADDITIONAL REPAIRS,

SEE STRUCTURAL DRAWINGS.

4' 8'0 2'

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

SYMBOLS

A

B

C

D

KEY TO

INTERIOR

ELEV

EXISTING WALL TO REMAIN

WALL AS INDICATED

CONC WALL

LEGEND

RAISED FLOORING SYSTEM

CMU WALL INFILL

WALL WITH BATT INSULATION AS

INDICATED

WALL TYPES - SEE SHEETS

A-304 TO A-309

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

W

A

I I

U

S

O

T

T

R

J.

A

D

A

H

A

R

A-102

B U

I L D

I N

G

P

A R

T I A

L

F

I R

O

A

N

W A

A F

B

A

D

G N

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

BUILDING 107 - PARTIAL FIRST FLOOR PLAN

A1

3 3

C3

A-303

C3

A-308

EXTERIOR LANAI

CYS OFFICE

CRD OFFICE

CONTRACT OFFICE

BOD OFFICE

UTILITY

LOADING

SEE STRUCTURAL

DRAWINGS

ABA CLEARANCE

AREA, TYP

1 2 3 4

A

B

C

D

E

F

G

H

PAINT (E) METAL ROLL

UP DOORS AND

HOUSING ON ALL

SIDES COMPLETE.

A3

A-303

A4

A-303

A3

A-303

22 TYP

TYP

W1 W1 W1

27 27

RAMP

DN

SEMI- RECESSED CABINET

AND FIRE EXTINGUISHER -

SEE DETAIL C4/A-509

B2

A-512

B1

A-512

PERSONAL INFO PROCESSING

IT OFFICE

IT OFFICE

STORAGE

DFMWR COMM

MARKETING OFFICE

MARKETING

BOD SPACE

HALLWAY

19 19

18 19

ALIGN FACE OF

WALL WITH EDGE

OF WINDOW

ALIGN FACE OF

WALL WITH EDGE

OF WINDOW

SEMI- RECESSED CABINET

AND FIRE EXTINGUISHER -

SEE DETAIL C4/A-509

8'-0"

±8'-9 1/4"

±7'-5 1/2"

±8'-9 1/4"

±19'-5 3/4"

6'-0"

C

L R

7'-0"

±11'-0 3/4"

26'-6"

±19'-9 1/2"

M

I

I N

F

W A

L L

F

V

7'-0" MIN REINF

WALL FOR TV

WORK KEYNOTES

GENERAL NOTES:

1. FOR EXISTING WALLS AND COLUMNS WHICH ARE NOT

FURRED OUT: PATCH ALL EXPOSED NON-STRUCTURAL

CRACKS AND HOLES ON INTERIOR CONCRETE WALLS AND

COLUMNS AS REQUIRED TO PROVIDE A SMOOTH, EVEN

SURFACE (ESTIMATE APPROXIMATELY 10% OF EXPOSED

SURFACE AREAS). SURFACES SHALL BE PREPARED TO

ACCEPT NEW WORK AND WALL FINISHES, TYPICAL FOR

ENTIRE INTERIOR EXCEPT FOR ELECTRICAL ROOM, UTILITY

ROOM, AND LOADING. FOR ADDITIONAL REPAIRS, SEE

STRUCTURAL DRAWINGS.

2. FOR EXISTING CONCRETE FLOORS: FLOAT ALL INTERIOR

CONCRETE FLOORS (±9,552 SF) LEVEL, EVEN, AND

SMOOTH TO ACCEPT NEW FLOOR FINISHES. DO NOT FLOAT

ELECTRICAL ROOM, UTILITY ROOM, LOADING, AND AREAS

WITH RAISED FLOOR SYSTEM. FOR ADDITIONAL REPAIRS,

SEE STRUCTURAL DRAWINGS.

4' 8'0 2'

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

SYMBOLS

A

B

C

D

KEY TO

INTERIOR

ELEV

EXISTING WALL TO REMAIN

WALL AS INDICATED

CONC WALL

LEGEND

RAISED FLOORING SYSTEM

CMU WALL INFILL

WALL WITH BATT INSULATION AS

INDICATED

WALL TYPES - SEE SHEETS

A-304 TO A-309

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

W

A

I I

U

S

O

T

T

R

J.

A

D

A

H

A

R

A-103

B U

I L D

I N

G

P

A R

T I A

L

F

I R

O

A

N

W A

A F

B

A

D

G N

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

BLDG 107 - PARTIAL FIRST FLOOR PLAN

A1

16 16

EXTERIOR LANAI

FIRE ALARM

LOBBY

TRAINING

COMM

WOMEN

MEN

OPEN OFFICE

BREAK ROOM

STAIR CORE

MARKETING

JAN

ELECTRICAL

HALLWAY

RAMP

DN

A1

A-401

C2

A-308

B2

A-308

A3

A-308

C1

A-308

C3

A-401

ABA CLEARANCE

AREA, TYP

4 5 6 7 8

A

B

C

D

E

F

G

H

B3

A-308

C2

A-309

C1

A-309

C3

A-309

A2

A-308

A4

A-303

C2

A-303

TYP

W1 W1 W1 W1 W1

2222 22

14 14 TYP

RAMP

DN

SEMI-RECESSED

CABINET AND FIRE

EXTINGUISHER - SEE

DETAIL C4/A-509

SEMI-RECESSED

CABINET AND FIRE

EXTINGUISHER - SEE

DETAIL C4/A-509

FIRE EXTINGUISHER

ON HANGER

B3

A-309

SEMI-RECESSED

CABINET AND FIRE

EXTINGUISHER - SEE

DETAIL C4/A-509

B2

A-512

A1

A-512

B1

A-512

A4

A-512

B3

A-512

A4

A-303

C4

A-303

CONFERENCE

PAYROLL OFFICE

STORAGE

DFMWR COMM

IT OFFICE

STORAGE

90" TV, WALL MOUNTED

(GFCI) ON REINFORCED

WALL - SEE DETAIL C4/A-513

90" TV, WALL MOUNTED

(GFCI) ON REINFORCED

WALL - SEE DETAIL C4/A-513

13'-1 1/2"

±9'-0 3/4" ±9'-1 3/4"

6'-6"

8'-4"

3'-10" 10'-8"

21'-0"

2'-0"4'-0"15'-0"

9'-8"

4'-10"1'-0"

2'-1"

9 TREADS @ 11" = 8'-3"

1'-6" 3'-4"

±9'-5 1/2"

3'-10" CLR

8"

8" 1'-8"

1'-2"

2'-3"2'-3"

8"

4'-0"

1'-0"

±19'-0 1/4"

WORK KEYNOTES

GENERAL NOTES:

1. FOR EXISTING WALLS AND COLUMNS WHICH ARE NOT

FURRED OUT: PATCH ALL EXPOSED NON-STRUCTURAL

CRACKS AND HOLES ON INTERIOR CONCRETE WALLS AND

COLUMNS AS REQUIRED TO PROVIDE A SMOOTH, EVEN

SURFACE (ESTIMATE APPROXIMATELY 10% OF EXPOSED

SURFACE AREAS). SURFACES SHALL BE PREPARED TO

ACCEPT NEW WORK AND WALL FINISHES, TYPICAL FOR

ENTIRE INTERIOR EXCEPT FOR ELECTRICAL ROOM, UTILITY

ROOM, AND LOADING. FOR ADDITIONAL REPAIRS, SEE

STRUCTURAL DRAWINGS.

2. FOR EXISTING CONCRETE FLOORS: FLOAT ALL INTERIOR

CONCRETE FLOORS (±9,552 SF) LEVEL, EVEN, AND

SMOOTH TO ACCEPT NEW FLOOR FINISHES. DO NOT FLOAT

ELECTRICAL ROOM, UTILITY ROOM, LOADING, AND AREAS

WITH RAISED FLOOR SYSTEM. FOR ADDITIONAL REPAIRS,

SEE STRUCTURAL DRAWINGS.

4' 8'0 2'

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

SYMBOLS

A

B

C

D

KEY TO

INTERIOR

ELEV

EXISTING WALL TO REMAIN

WALL AS INDICATED

CONC WALL

LEGEND

RAISED FLOORING SYSTEM

CMU WALL INFILL

WALL WITH BATT INSULATION AS

INDICATED

WALL TYPES - SEE SHEETS

A-304 TO A-309

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

W

A

I I

U

S

O

T

T

R

J.

A

D

A

H

A

R

A-104

B U

I L D

I N

G

P

A R

T I A

L

F

I R

O

A

N

W A

A F

B

A

D

G N

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

BLDG 107 - PARTIAL FIRST FLOOR PLAN

A1

C3

A-303

A3

A-508

A1

A-308

B2

A-310

B4

A-310

B1

A-310

OPEN OFFICE

HALLWAY

STORAGE

PAYROLL OFFICE

NSM OFFICE

STAIR

ELEV LOBBY

SECURITY OFFICE

DIRECTOR OFFICE

MACHINE ROOM

ELEV

ABA CLEARANCE

AREA, TYP

8 9 10

A

B

C

D

E

F

G

H

B1

A-308

C4

A-303

W1 W1

14 TYP

A1

A-509

SUMP PIT

A2

A-509

PIT

LADDER

DS WITH CONC

SPLASHBLOCK

27 27

CONC WALKWAY - SEE

CIVIL DRAWINGS FOR

DETAILS & CONTINUATION

CONC WALKWAY - SEE

CIVIL DRAWINGS FOR

DETAILS & CONTINUATION

UP

RAMP

DN

SEMI-RECESSED

CABINET AND FIRE

EXTINGUISHER - SEE

DETAIL C4/A-509

SURFACE MOUNTED CABINET

AND FIRE EXTINGUISHER -

SEE DETAIL C4/A-509

B2

A-303

FIRE EXTINGUISHER

ON HANGER

DEPUTY

DIRECTOR OFFICE

PAYROLL OFFICE

STORAGE

WAITING AREA

ALIGN FACE OF WALL

WITH EDGE OF WINDOW

ALIGN FACE OF WALL

WITH EDGE OF WINDOW

169'-8"

20'-3" 20'-0" 20'-0" 20'-0" 9'-2" 20'-0" 20'-0" 20'-0" 20'-3"

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

EXP DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

V H

M S

O

R B

T

S C

O T

T

R

J

H

A R

A D

A

A

I A

T

E D

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

H

A

W

A

I I

U

S

O

T

T

R

J.

A

D

A

H

A

R

A-105

B U

I L D

I N

G

R

E F

L E

C T

I L I N

G

P

L A

N

F

I R

O

O R

W A

A F

B

A

D

G N

8'0 4' 16'

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

GENERAL NOTES:

1. PATCH ALL CRACKS AND HOLES IN THE INTERIOR

CONCRETE CEILING FLUSH WITH EXISTING AND CLEAN TO

PREPARE FOR NEW WORK, TYPICAL FOR ENTIRE INTERIOR

CEILING.

2. REFER TO FLOOR PLANS FOR ADDITIONAL WORK NOTES

NOT SHOWN ON THIS DRAWING, TYPICAL.

3. SEE ROOM FINISH SCHEDULE FOR ALL CEILING FINISHES.

CEILINGS:WALLS:

REPAIR WALL/CEILING TO MATCH ADJACENT SURFACES,

TYPICAL.

EXPOSED UNDERSIDE OF EXISTING CONCRETE SLAB

(±10'-10 1/2"), PAINT FINISH AS SCHEDULED, TYP.

START GRID SYSTEM AT CENTER OF ROOM UNLESS

OTHERWISE NOTED ON THIS DRAWING.

EXPOSED UNDERSIDE OF CONCRETE SLAB, PAINT FINISH

AS SCHEDULED, TYP.

EXISTING WALL TO

REMAIN

NEW WALL - SEE

FLOOR PLANS

CONCRETE WALL

KEYNOTES LEGEND

SUSPENDED ACOUSTICAL

CEILING SYSTEM AS

SCHEDULED AND SPECIFIED

W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1

W1

W1

W1

W1

W1W1W1W1

W1 C1

C2

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

C1

A-109

CEILING FINISH TO

MATCH ADJACENT

SURFACES

C2C2

C2

C2

C2

C2

CMU WALL INFILL

C1

C1

C1C1 C1 C3C1

C1

C3

C3

GRID START POINT AT

CORNER OF SOFFIT

GRID START POINT AT

CENTER OF SOFFIT

C1 C1

TYP

+9'-6"

+8'-0"

+9'-6"

+8'-0"

+8'-0"+8'-0"

+9'-6"+9'-6"

+9'-6"

GRID START POINT AT

CORNER OF SOFFIT

+9'-6"

+9'-6"

+8'-6"

+8'-0"

+8'-0"

+9'-6"

+8'-0"

TYP

C5

A-512

C3

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

BUILDING 107 - REFLECTED CEILING PLAN - FIRST FLOOR

A1

TYP

+8'-0"

C2

C2

+8'-0"

C1

C2

+8'-0"

C1

+8'-0"

+8'-0"

+8'-0"

C2

15'-0" 4'-0" 2'-0"

2'-1"

9 TREADS @ 11" = 8'-3"

4'-0"

6'-4"

8'-4"

4'-0" 10'-8"

2…