W9128A20R0016 Drawings (Part 2 of 3).pdf

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

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

DETAIL

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

0 3" 6" 1' 2'

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

SECTION - FLOOR PLANK OPENING DETAIL

DETAIL - TYPICAL ELECTRICAL PANEL SUPPORT

D13

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

SECTION - FLOOR PLANK OPENING

US Army Corps of Engineers ®

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PROFESSIONAL

NO. 12107-S

ENGINEER

LICENSED

H

AWAI,I

S.U .A

G E

O R

G E

O.GUTIERRE

Z

J R

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

LICENSE EXPIRATION: 4-30-2022

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EMBED, TYP

BOLT, 4"

5/8" THK EXP

1/4" THK PL, TYP

TYP

6"

OPENING PER PLAN

BOLT, TYP

STRENGTH

5/8" DIA HIGH

PRECAST PLANK

TOPPING AND 4"

(E) 3" CONC

1/4" THK PL

1/4" THK PL

STRENGTH BOLT

(2) 5/8" DIA HIGH

TYP

FLANGE, 4" EMBED,

STAGGER ES OF

AT 12" OC MAX,

5/8" DIA EXP BOLT

4"

MAX

12" OC,

EMBED, TYP

BOLT, 4"

5/8" DIA EXP

PER PLAN

Lx ANGLE

EMBED 8" MIN

ROD, EPOXY

THREADED

(2) 5/8" DIA

3/8" THK PL

PRECAST PLANK

TOPPING AND 4"

(E) 3" CONC

(E) CONC BM

S-508

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1 1/2 "

1 1/2 "

2"

/2

TYP

1 1/2 "

/2

/4

EQ

3"

DETAILS

FOR PANEL

SEE ELEC DWGS

DETAILS

FOR PANEL

SEE ELEC DWGS

OF Wx FLANGES

BOLTS, TOP AND BOT

(4) 5/8" DIA HS

L3x3x3/8

Wx PER PLAN

MANUFACTURER

AS REQUIRED PER

A

A

TYP

2"

TYP

2"

TYP

2"

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L3x3x3/8

PLAN

Wx PER

L3x3x3/8

PLAN

Cx PER

1/4

TYP

1 1/2 "

SECTION "A-A"

PLAN

Cx PER

TYP

6"

PLAN, TYP

Lx ANGLE PER

SHALL NOT BE DAMAGED OR CUT FOR ANCHOR INSTALLATION.

INSTALLATION. EXISTING PLANK REINFORCING STEEL AND PT STRANDS

PT STRANDS USING NON-DESTRUCTIVE METHODS PRIOR TO ANCHOR

CONTRACTOR SHALL LOCATE EXISTING PLANK REINFORCING STEEL AND

NOTE:

PLAN, TYP

Lx ANGLE PER

PLAN BEYOND

Wx BM PER

1/4

1/4

Wx BM PER PLAN

1/4

SHALL NOT BE DAMAGED OR CUT FOR ANCHOR INSTALLATION.

INSTALLATION. EXISTING PLANK REINFORCING STEEL AND PT STRANDS

PT STRANDS USING NON-DESTRUCTIVE METHODS PRIOR TO ANCHOR

CONTRACTOR SHALL LOCATE EXISTING PLANK REINFORCING STEEL AND

NOTE:

SHALL NOT BE DAMAGED OR CUT FOR ANCHOR INSTALLATION.

INSTALLATION. EXISTING PLANK REINFORCING STEEL AND PT STRANDS

PT STRANDS USING NON-DESTRUCTIVE METHODS PRIOR TO ANCHOR

CONTRACTOR SHALL LOCATE EXISTING PLANK REINFORCING STEEL AND

NOTE:

EMBED

5" EPOXY EMBEDDED

THREADED ROD,

(2) 5/8" DIA

SHALL NOT BE DAMAGED OR CUT FOR ANCHOR INSTALLATION.

INSTALLATION. EXISTING PLANK REINFORCING STEEL AND PT STRANDS

PT STRANDS USING NON-DESTRUCTIVE METHODS PRIOR TO ANCHOR

CONTRACTOR SHALL LOCATE EXISTING PLANK REINFORCING STEEL AND

NOTE:

PER PLAN

OPENING BEYOND

PRECAST PLANK

TOPPING AND 4"

(E) 3" CONC

WALL PER PLAN

(N) 8" THK CMU

3/8" THK PL

3"

PER PLAN

Lx ANGLE

TYP

2"

MAX, TYP

12" OC

EMBED, TYP

BOLT, 4"

5/8" DIA EXP

PRECAST PLANK

TOPPING AND 4"

(E) 3" CONC

6"

PER ARCH

OPENING

GROUT LAYER

NON-SHRINK

3/4" MAX

GROUT LAYER

PARTIAL PLAN VIEW

ON S-002 FOR MORE INFORMATION.

POLYURETHANE TOP COAT. SEE STRUCTURAL STEEL NOTES

AND ANCHORS AND APPLY EPOXY PRIMER / MID COAT AND

HOT-DIP GALVANIZED ALL STRUCTURAL STEEL, FASTENERS, 1.

NOTE:

B

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OPENING

SECTION "B-B"

2"

1/4

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

SECTION

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3/4" = 1'-0"

0 6" 1' 2' 4'

K9

NOT TO SCALE

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NOT TO SCALE

JOINT IN MASONRY WALL

HORIZ CONSTRUCTION

E9

NOT TO SCALE

TYPICAL CONCRETE MASONRY WALL

OPENING AT TOP OF NEW CMU WALL

SECTION

THAN 5'-0"

LIFT IF "H" IS GREATER

REINF FOR GROUTING

AT ALL CELLS WITH

PROVIDE CLEAN-OUT

GROUT

TOP OF

FOR CLARITY

REINF NOT SHOWN

POUR JOINT WALL 1

"H

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IN

BARS

VERT REINF

ADD (2) TYP

END

DEG HOOK AT

REINF, TYP 90

TYP HORIZ

CMU WALL REINF

SPACING OF TYP

MATCH SIZE AND

HORIZ DOWEL,

EPOXY EMBED

E M

B E

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IN

PLAN - AT ENDS

NEW CONC WALL

PLAN - AT EXISTING OR

CONC WALL

(E) OR (N)

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A -1

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PROFESSIONAL

NO. 12107-S

ENGINEER

LICENSED

H

AWAI,I

S.U .A

G E

O R

G E

O.GUTIERRE

Z

J R

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

LICENSE EXPIRATION: 4-30-2022

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WALLTOP OF

PARTIAL ELEVATION

POSSIBLE

WHERE MIN NOT

4"

4"

STD 180 DEG HOOK

2'-6" MIN, PROVIDE

OF WALLFULL-HEIGHT

BAR OR ADD #5

TYP CMU WALL VERT

MIN

8"

<8"

MAX

6"

M A

X

OR ADD #5 BAR

WALL HORIZ BAR

ADD TYP CMU

(E) CONC WALL (E) CONC WALL

WALLTOP OF

PARTIAL ELEVATION

SHOWN FOR CLARITY.

REINFORCEMENT NOT

TYPICAL CMU WALL

NOTE:

DEMO OPENING

WALL, THEN

FULL CMU

CONSTRUCT

ROOF

(N) CMU WALL PER PLAN

L A

P

INTERIOR EXTERIOR

FLOOR

SEVENTH, EIGHT

FIFTH, SIXTH,

THIRD, FOURTH,

SOG, PER PLAN

(N) INTERIOR CONC

SOG, PER PLAN

(N) EXTERIOR CONC

(5) #4 CONT

4'-0"

#4 AT 16"

FLOOR

FIRST

L A

P S

P L

IC

E

PER PLAN

(N) CMU WALL

TOPPING

(E) CONC

PLANK

(E) PRECAST

SLAB SLOPE

DUE TO (E) ROOF

GROUT AS NEEDED

SIZE AND SPACING

TYP WALL REINF

DOWELS TO MATCH

EPOXY EMBED

E M

B E

D

M

IN

AT FIRST FLOOR)

WALL OCCURS ONLY

WHERE (N) CMU

AT SECOND FLOOR

1" EPOXY (SIMILAR

E M

B E

D

M

IN

SIZE AND SPACING

TYP WALL REINF

DOWELS, MATCH

EPOXY EMBED

MIN

1'-0"

MIN

1'-0"

GRANULAR FILL

24" MIN SELECT

TOPPING

(E) CONC

PLANK

(E) PRECAST

ARCH DWGS

SLOPE PER

S-509

K14

S-509

K9

.SEE

CONSTRUCTION JOINT,

FOR TYPICAL HORIZONTAL 2.

.CONDITIONS SEE

FOR TYPICAL END 1.

NOTES:

ROD

SEALANT W/ BACKER

(N) 1/2" THK JOINT

SURFACE PREPARATION OF SPALLED CONCRETE AND CORRODED BARS

NOT TO SCALE NOT TO SCALE

REPAIR DETAIL - CRACK REPAIR

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A -1

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PROFESSIONAL

NO. 12107-S

ENGINEER

LICENSED

H

AWAI,I

S.U .A

G E

O R

G E

O.GUTIERRE

Z

J R

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

LICENSE EXPIRATION: 4-30-2022

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CONCRETE REPAIR NOTES

1.

2.

3.

4. EXPOSING AND UNDER CUTTING OF REINFORCING STEEL:

EDGE AND SURFACE CONDITIONING OF CONCRETE:

BOUNDARY OF SPALL OR

DELAMINATED CONCRETE

RECOMMENDED LAYOUT

5.

REPAIRED SURFACES SHALL MATCH EXISTING CONDITIONS.6.

7.

I

H

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F

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D

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B

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DO NOT FEATHER EDGE REPAIRS.8.

9.

REMOVE EXCESS CEMENT AND PARTICULATE SLURRY BEFORE CURING.10.

REPAIRS ARE THE SAME.

SPALLS AND DELAMINATIONS ARE INDICATED AS "SPALLS" SINCE THE

OTHERWISE INDICATED.

MANUAL", 4TH EDITION, INTERNATIONAL CONCRETE REPAIR INSTITUTE UNLESS

CONCRETE REPAIR SHALL BE IN CONFORMANCE WITH THE "CONCRETE REPAIR

AREA. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

(MIGRATING CORROSION INHIBITOR). THE COATED AREA SHALL EXTEND 12" BEYOND THE REPAIRED

AFTER REPAIRS ARE COMPLETED, COAT REPAIRED AREAS WITH CONCRETE ANTI-CORROSIVE COATING

REINFORCING STEEL. USING HAND TOOLS (EG: WIRE BRUSH)

REMOVE LOOSE OR DELAMINATED CONCRETE ABOVE CORRODED

REPAIR MATERIAL, WHICHEVER IS GREATER.

SURROUNDING CONCRETE OR 1/4" LARGER THAN THE LARGEST AGGREGATE IN

PROVIDE MINIMUM 3/4" CLEARANCE BETWEEN EXPOSED REBARS AND

SURROUNDING CONCRETE, AND TO SECURE THE REPAIR STRUCTURALLY.

UNDER BAR CLEANING AND FULL BAR CIRCUMFERENCE BONDING TO

EXPOSED CORRODED BARS. UNDERCUTTING SHALL PROVIDE CLEARANCE FOR

ONCE INITIAL REMOVALS ARE MADE, PROCEED WITH THE UNDERCUTTING OF ALL

BONDED TO SURROUNDING CONCRETE.

THE BAR FREE OF BOND INHIBITING CORROSION, AND WHERE THE BAR IS WELL

CONCRETE REMOVALS SHALL EXTEND ALONG THE BARS TO LOCATIONS ALONG

UNDERCUTTING OF THE BAR SHALL BE REQUIRED.

SURROUNDING CONCRETE. IF BOND BETWEEN BAR AND CONCRETE IS BROKEN,

PROCESS, CARE SHALL BE TAKEN NOT TO DAMAGE THE BAR'S BOND TO

IF NON-CORRODED REINFORCING STEEL IS EXPOSED DURING THE UNDERCUTTING

OTHER SECURED BARS OR BY OTHER APPROVED METHODS.

ANY REINFORCEMENT WHICH IS LOOSE SHALL BE SECURED IN PLACE BY TYING TO

RETESTED UNTIL A SATISFACTORY BOND IS ACHIEVED, AT NO ADDITIONAL COST.

UNSATISFACTORY BOND AND SHALL BE REJECTED. ALL REJECTED REPAIRS SHALL BE REDONE AND

MATERIAL AND THE EXISTING CONCRETE. A HOLLOW SOUND WHEN TAPPED WITH A HAMMER INDICATES

TEST ALL REPAIRS AFTER THE REPAIR MATERIAL HAS CURED TO VERIFY THE BOND BETWEEN THE REPAIR

STEEL.

WITH A SAWCUT 3/4" OR LESS AS REQUIRED TO AVOID CUTTING REINFORCING

AT EDGE LOCATIONS, PROVIDE RIGHT ANGLE CUTS TO THE CONCRETE SURFACE

WITH SQUARED CORNERS.

REPAIR CONFIGURATIONS SHOULD BE KEPT AS SIMPLE AS POSSIBLE, PREFERABLY

ADDITIONAL DELAMINATION ARE NOT PRESENT.

THAT SURFACE IS FREE FROM ADDITIONAL LOOSE AGGREGATE, OR THAT

NOT ALLOWED. CHECK THE CONCRETE SURFACES AFTER CLEANING TO INSURE

OFFICER APPROVED METHODS. BLASTING USING ABRASIVE MEDIA OR WATER IS

AGGREGATES) USING HAND TOOLS (EG: WIRE BRUSH) OR OTHER CONTRACTING

INHIBITING MATERIALS (DIRT, CONCRETE SLURRY, LOOSELY BONDED

AFTER REMOVALS AND EDGE CONDITIONING ARE COMPLETE, REMOVE BOND

CORNERS AND EDGES.

BONDING COMPOUND COAT SHALL BE THOROUGHLY WORKED INTO CONCRETE,

REINFORCING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

APPLY CONCRETE BONDING COMPOUND TO CONCRETE SUBSTRATE AND

S-511

. ANDCLEANING AND REPAIR OF REINFORCING STEEL SEE

D

E G

S-511

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41 2

CONCRETE CRACK REPAIR BY PRESSURE INJECTION

1 4

SURFACE

CONC

EXTERIOR

SURFACE SEAL.

AFTER THE EPOXY HAS CURED, REMOVE THE INJECTION PORTS AND 4.

WITH THE EPOXY INJECTION.

FROM THE PORT, MOVE TO THE NEXT ADJACENT PORT AND CONTINUE

INJECTION PORT AT ONE END OF THE CRACK. WHEN EPOXY EMERGES

PRESSURE INJECT EPOXY INTO CRACK BY BEGINNING WITH THE 3.

MANUFACTURER'S RECOMMENDATIONS.

FOR CURING OF THE CRACK SEALER IN ACCORDANCE WITH THE

INSTALL THE PRESSURE INJECTION PORTS ALONG THE CRACK. ALLOW

SIDES, FOR CRACKS THAT EXTEND THROUGH THE MEMBER) AND

EFFLORESCENCE, BY MECHANICAL MEANS. SEAL THE CRACK (BOTH

INHIBITING AND OTHER DELETERIOUS MATERIALS, INCLUDING

SURFACE, AS APPLICABLE) ALONG THE CRACK OF ALL LOOSE, BOND

CLEAN THE EXISTING CONCRETE SURFACE (BOTH SIDES OF CRACK 2.

; OTHERWISE, PROCEED TO STEP 2 BELOW.

ANDDELAMINATED CONCRETE AND REPAIR AS A SPALL, SEE

THE CONCRETE SOUNDS "HOLLOW", CHIP OFF THE SURFACE AND ANY

LIGHTLY TAP THE EXISTING CONCRETE ADJACENT TO THE CRACK. IF 1.

(VARIES IN DEPTH)

EXISTING CRACK

K2

K15

S-511

S-511

SCALE: 1" = 1'-0"

CONCRETE SPALL / DELAMINATION REPAIR DETAIL ON FLAT SURFACE

SCALE: 1" = 1'-0"REPAIR DETAIL AT EDGE

CONCRETE SPALL / DELAMINATION

REBAR CLEANING AND LOSS OF SECTION

NOT TO SCALE

E9

NOT TO SCALE

REBAR WELD SPLICE

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GRAPHICS SCALE

1" = 1'-0"

6"3"0 1' 2' 3'

K2 K15

E2

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II

J U

N E

F Y R

E P

A

IR

B

U

IL

D

IN

G

W

A -1

-D -0

PROFESSIONAL

NO. 12107-S

ENGINEER

LICENSED

H

AWAI,I

S.U .A

G E

O R

G E

O.GUTIERRE

Z

J R

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

LICENSE EXPIRATION: 4-30-2022

D E

S

IG

N C

O M

P L E

T E S

U B

M

IT

T A

L

BOUNDARY

REPAIR

OUTLINE OF

OR SPALL

DELAMINATION

OUTLINE OF (E)

(E) REINF BARS

90° TYP

C ELEVATION (WALL) OR PLAN (SLAB)B ELEVATION (WALL) OR PLAN (SLAB)A SECTION

A A

SHOWN HATCHED

DELAMINATION

(E) CONC SPALL OR

C L

R

C L

R

C

R

CLR

3/4"

Y

X

UNDERCUT (E) BARS

CONC AND

REMOVE UNSOUND

SLAB

WALL OR

(E) CONC

BOUNDARY

REPAIR

OUTLINE OF

OR SPALL

DELAMINATION

OUTLINE OF (E)

NOTES:

1.

2.

SECTION LOSS

MINIMUM REBAR DIAMETER AT TABLE 1:

REBAR SIZE

MINIMUM ACCEPTABLE

DIAMETER AT SECTION

LOSS

#3 5/16"

#4 7/16"

#6 5/8"

#7 3/4"

#8 13/16"

#5 1/2"

BLASTING USING ABRASIVE MEDIA OR WATER IS NOT ACCEPTABLE.

HAND TOOLS (EG: WIRE BRUSH) OR OTHER APPROVED METHODS.

REMOVE HEAVY CORROSION AND SCALE FROM REBARS BY USING

.SHOWN IN THE TABLE I, REPAIR REBAR PER

IF REBAR DIAMETER AFTER CLEANING IS LESS THAN THAT

LOSS OF SECTION

AFFECTED LENGTH

D

IA

R E

B A

R

S-511

E9

SLAB

WALL OR

(E) CONC

NOTE:

ELEVATIONA SECTIONB

FOR INFO NOT SHOWNSEE

Z

SLAB

WALL OR

(E) CONC

K2

S-511

II - HORIZONTAL AND VERTICAL #6 1-1/2"

#5 1-1/4"

#3, #4 1"

LENGTH EA SIDE

IV-LAP SPLICE

BACK-UP

SPLIT PIPE

D/3

I - HORIZONTAL

TACK AREA

HORIZ

1/8"

4.

3.

2.

1.

2/3 S

TACK AREA

VERT

III - VERTICAL

NOTE 1

1/8"

NOTE 1

NOTES:

(E) REBAR

NEW REBAR

(E) REBAR

NEW REBAR

(E) REBAR

(E) REBAR

5.

6.

DETAIL IV FOR NO. 6 AND SMALLER.

DETAIL II FOR NO. 8 AND SMALLER.

DETAIL I AND III FOR NO. 9 AND LARGER.

AND OTHER DETAILS.

SEE AWS D1.4 FOR WELDING PROCESS

METAL BEFORE WELDING OTHER SIDE.

CHIP, GRIND OR GOUGE TO SOUND

SHOWN ON ONE SIDE OF BAR.

OF BARS, DOUBLE WELD LENGTH

ARE NOT ACCESSIBLE ON EACH SIDE

FOR TYPE IV REPAIRS WHERE WELDS

GRADE 40.

NEW REBAR ASTM A706 OR ASTM A615,

ELECTRODE FOR GR60.

E70 ELECTRODE FOR GR40, E90

D

IA

R E

B

R

1/8 "

REBAR

NEW

D

REBAR

NEW

S

NOT TO SCALE

CONCRETE REPAIR TABLES

TABLE 1 - SPALL REPAIR QUANTITIES

SPALL ID NO.

SIZE

X (FT)

TABLE 2 - TOTAL QUANTITIES

TOTAL BID QUANTITYFIELD QUANTITY

SPALL REPAIR (SF)

REBAR REPAIR (LB)

303 380

NOTES

C O

N C

R E

T E R

E P

A

IR

T

A B

L E

S

1-001

1-002

1-003

2-001

1-004

2-003

2-004

2-005

2-007

2-008

2-006

2-009

2-010

2-011

2-013

2-014

2-012

2-015

2-016

2-002

3-001

3-003

3-004

3-005

3-007

3-008

3-006

3-009

3-010

3-011

3-013

3-014

3-012

3-015

3-016

3-002

4-002

4-001

4-003

8-001

8-003

8-004

8-002

B1

ROOF

Y (FT)

1 1

1 1

1 1

1 1

1 1

1 1

VERTICAL FACE OF COLUMN

VERTICAL FACE OF COLUMN

TOP OF RAILING BEAM

INTERIOR VERTICAL FACE OF RAILING BEAM

9 2

5 1

1 1

1 1

1 1

1 1

1 2

TOP OF RAILING BEAM

TOP OF RAILING BEAM

TOP OF RAILING BEAM

TOP OF RAILING BEAM

EXTERIOR VERTICAL FACE OF RAILING BEAM

1 1

1 1

1 1

1 1

1 2

TOP OF RAILING BEAM

TOP OF RAILING BEAM

INTERIOR VERTICAL FACE OF RAILING BEAM

EXTERIOR VERTICAL FACE OF RAILING BEAM

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

2 2

1 1

3 3

2 2

1 1

4 3

1 1

1 1

7 3

2 1

11.5

6.5

EXTERIOR VERTICAL FACE OF STAIR WALL

INTERIOR VERTICAL FACE OF RAILING BEAM

EXTERIOR VERTICAL FACE OF RAILING BEAM

EXTERIOR VERTICAL FACE OF RAILING BEAM

TOP OF RAILING BEAM

INTERIOR VERTICAL FACE OF RAILING BEAM

TOP OF RAILING BEAM

BOTTOM OF WALKWAY CANTILEVER BEAM

INTERIOR VERTICAL FACE OF RAILING BEAM

MID LANDING BETWEEN 4TH AND 5TH FLOOR

TOP OF RAILING BEAM

TOP OF RAILING BEAM

VERTICAL FACE OF STAIR WALL

MID LANDING BETWEEN 8TH AND ROOF FLOOR

S-601

N A

G A

M

IN

E O

K A

W A E

N G

IN

E E

R S I

N C

B

IS

H O

P S

T S

T E

H O

N O

L U

L U

H I

M T

O Y

A M

A

S E

S T

E P

A

N O

E I

G

G U

T

IE

R R

E Z J

R

DURING REROOFING

CRACK REPAIR WHEN EXISTING ROOFING IS REMOVED

ALLOW FOR 100 SQ FT OF SPALL REPAIR AND 300 LF OF

CRACK REPAIR (LF) 300-

UNIT COST BASIS.

S-601 FOR ADDITIONAL COMPENSATION ON A

EXCEEDING THE ESTIMATED IN TABLE 2 SHEET

PROVIDED TO THE OWNER FOR REPAIR TOTALS

DOCUMENTED, SIZE AND LOCATION AND

SPALL AND CRACK REPAIRS SHALL BE

NOTE:

EXTERIOR VERTICAL FACE OF RAILING BEAM AROUND DRAIN

TOP OF RAILING BEAM AROUND POST

EXTERIOR VERTICAL FACE OF RAILING BEAM BOTTOM CORNER

TOP OF RAILING BEAM

EXTERIOR VERTICAL FACE OF RAILING BEAM

MID LANDING BETWEEN 3RD AND 4TH FLOOR

EXTERIOR VERTICAL FACE OF RAILING BEAM AROUND DRAIN

VERTICAL FACE OF WALL

VERTICAL FACE OF STAIR WALL

INTERIOR FACE OF RAILING BEAM

US Army Corps of Engineers ®

SHEET ID

U S A

R M

Y C

O R

P S O

F E

N G

IN

E E

R S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I

D

IS

S

U E D

A T

E

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

BLDG502

W -X

X -X -X

X X

X

W -X

X -X -X

X X

X

O P

T

IO

N F

IE

L D

O P

T

IO

N T

IT

L E

O P

T

IO

N T

IT

L E

O P

T

IO

N F

IE

L D

B U

IL

D

IN

G

K

A W

A M

U R

A H

A L L

H O

N O

L U

L U D

IS

T R

IC

T

F O

R T S

H A

F T

E R

O A

H U

H A

W A

II

J U

N E

F Y R

E P

A

IR

B

U

IL

D

IN

G

W

A -1

-D -0

PROFESSIONAL

NO. 12107-S

ENGINEER

LICENSED

H

AWAI,I

S.U .A

G E

O R

G E

O.GUTIERRE

Z

J R

THIS WORK WAS PREPARED BY ME

OR UNDER MY SUPERVISION.

LICENSE EXPIRATION: 4-30-2022

D E

S

IG

N C

O M

P L E

T E S

U B

M

IT

T

A A/C A/E

AB

ACC

ACOUS

ACT

ADA

ADJ

ADMIN

AFF

AHU

AIB

ALT

ALUM

ANOD

APPROX

ARCH

ASSY

AVG

B

BD

BHMA

BLDG

BLKG

BOT

BS

BTWN

BUR

C

CAB

CAV

CD

CEM PLAS

CER

CF

CFCI

CG

CI

CIP

CJ

CL

CLNG or

CLG

CLO

CLR

CMU

CO

COL

COMM

CONC

CONF

CONT

COORD

CORR

CPT

CSWK

CT

CTR

D D

DBL

DEMO

DEPT

DET

DIA

DIR

DIST

DN

DOC

DR

DS

DWG

E

(E) or

EXIST

EA

EJ

EL

ELEC

ELEV

EPS

EQ

ETC

EWC

EXP

EXT

F

FA

FAAP

FCO

FD

FDTN

FE

FEC

FED

FF

FFE

FIN

FIN FLR

FIXT

FLEX

FLR

FOC

FOM

FR

FRMG

FRP

FRTW

FS

FT

FTG

G

GA

GALV

GB

GFCI

GFGI

GLZ

GSA

GUT

GYP

H H or HT

HB

HDPE

HDW

HDWD

HM

HORIZ

I

IBC

INSUL

INT

J

JAN

K

KIT

KPL

L

LAM

LAV

LBS

LF

LIN

LKR

LOC

LT

LVR

M

MACH

MATL

MAX

MB

MECH

MEMB

MET or

MTL

MFR

MIN

MIRR

MISC

MOD

MTD

MTG

MVBL

N N

NA

NFPA

NIC

NO or #

NOM

NRC

NTS

O

OA

OC

OD

OFD

OFC

OH

OPNG

OPP

OPR

ORD

ORIG

P

PA

PAR

PAT

PCT

PERF

PERIM

PH

PL

PLAM

PLAS

PLBG

PLYWD

PNL

PR

PRCST

PRKG

PS CONC

PSF

PSI

PT

PTD

PTDR

PTN

PWR

Q

QT

QTY

R R

RB

RBR

RC

RCP

RD

REC

REF

REM

REP

REPL

REQ

RESIL

RF

RFG

RH

RL

RLG

RM

RO

RV

RVL

S

SATC

SB

SCD

SCHED

SCWD

SD

SF

SGL

SHO

SHT

SIM

SND

SPEC

SQ

SST

STC

STD

STL

STO or

STOR

STRUCT

SV

SW

T T

TB

T/S

TEL

TELCOMM

TEMP

THK

TOF

TOPO

TOS

TTD

TV

TYP

U

UL

UNO

UR

V

VCT

VERT

VTR

W W W/

WC

WD

WR

AND

AT

AIR CONDITIONING

ARCHITECT/ENGINEER

ANCHOR BOLT

ACCESS or ACCESSIBLE

ACOUSTIC

ACOUSTICAL CEILING TILE

AMERICANS WITH DISABILITIES ACT

ADJUSTABLE

ADMINISTRATION

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

AIR INFILTRATION BARRIER

ALTERNATE

ALUMINUM

ANODIZE

APPROXIMATE

ARCHITECT

ASSEMBLY

AVERAGE

BOARD

BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BUILDING

BLOCKING

BOTTOM

BOTH SIDES

BETWEEN

BUILT-UP ROOFING

CABINET

CAVITY

CONSTRUCTION DOCUMENTS

CEMENT PLASTER

CERAMIC

CONTRACTOR FURNISHED

CONTRACTOR

FURNISHED/CONTRACTOR

INSTALLED

CORNER GUARD

CAST IRON

CAST-IN-PLACE

CONTROL JOINT

CENTER LINE

CEILING

CLOSET

CLEAR

CONCRETE MASONRY UNIT

CLEANOUT

COLUMN

COMMUNICATIONS

CONCRETE

CONFERENCE

CONTINUOUS

COORDINATE

CORRIDOR

CARPET

CASEWORK

CERAMIC TILE

CENTER

DEPTH or DRYER

DOUBLE

DEMOLITION

DEPARTMENT

DETAIL

DIAMETER

DIRECTION

DISTANCE

DOWN

DOCUMENT

DOOR

DOWNSPOUT

DRAWING

EXISTING

EACH

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATOR

EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQUAL

ET CETERA

ELECTRIC WATER COOLER

EXPOSED

EXTERIOR

FIRE ALARM

FIRE ALARM ANNUNCIATOR PANEL

FLOOR CLEANOUT

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FEDERAL

FINISH FLOOR

FINISH FLOOR ELEVATION

FINISH

FINISH FLOOR

FIXTURE

FLEXIBLE

FLOOR

FACE OF CONCRETE

FACE OF MASONRY

FIRE RESISTANT

FRAMING

FIBERGLASS REINFORCED

PLASTIC

FIRE RETARDANT TREATED WOOD

FLOOR SINK

FEET

FOOTING

GAUGE or GYPSUM ASSOCIATION

GALVANIZED

GRAB BAR

GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GLAZING

GENERAL SERVICES

ADMINISTRATION

GUTTER

GYPSUM

HEIGHT

HOSE BIBB

HIGH DENSITY POLYETHYLENE

HARDWARE

HARDWOOD

HOLLOW METAL

HORIZONTAL

INTERNATIONAL BUILDING CODE

INSULATION

INTERIOR

JANITOR

KITCHEN

KICKPLATE

LAMINATE

LAVATORY

POUND

LINEAR FEET (FOOT)

LINEAR

LOCKER

LOCATION

LIGHT

LOUVER

MACHINE

MATERIAL

MAXIMUM

MARKER BOARD

MECHANICAL

MEMBRANE

METAL

MANUFACTURER

MINIMUM or MINUTE

MIRROR

MISCELLANEOUS

MODIFIED

MOUNTED

MOUNTING

MOVABLE

NORTH

NOT APPLICABLE

NATIONAL FIRE PROTECTION

ASSOCIATION

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION COEFFICIENT

NOT TO SCALE

OVERALL

ON CENTER

OUTSIDE DIAMETER

OVERFLOW DRAIN

OFFICE

OVERHEAD

OPENING

OPPOSITE

OPERABLE

OVERFLOW ROOF DRAIN

ORIGINAL

PUBLIC ADDRESS

PARAPET

PATTERN

PERCENT

PERFORATED

PERIMETER

PHASE

PROPERTY LINE

PLASTIC LAMINATE

PLASTER

PLUMBING

PLYWOOD

PANEL

PAIR

PRECAST

PARKING

PRESTRESSED CONCRETE

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PAINT

PAPER TOWEL DISPENSER

PAPER TOWEL DISPENSER AND

RECEPTACLE

PARTITION

POWER

QUARRY TILE

QUANTITY

RADIUS or RISER

RESILIENT BASE

RUBBER

REINFORCED CONCRETE

REFLECTED CEILING PLAN

ROOF DRAIN

RECESSED

REFERENCE

REMOVABLE

REPAIR

REPLACE

REQUIRED

RESILIENT

RESILIENT FLOORING

ROOFING

ROOF HATCH

ROOF LEADER

RAILING

ROOM

ROUGH OPENING

ROOF VENT

REVEAL

SUSPENDED ACOUSTICAL TILE

CEILING

SPLASH BLOCK

SEAT COVER DISPENSER

SCHEDULE or SCHEDULED

SOLID CORE WOOD

SOAP DISPENSER

SQUARE FOOT (FEET)

SINGLE

SHOWER

SHEET

SIMILAR

SANITARY NAPKIN DISPOSAL

SPECIFIED or SPECIFICATION

SQUARE

STAINLESS STEEL

SOUND TRANSMISSION CLASS

STANDARD

STEEL

STORAGE

STRUCTURAL

SHEET VINYL

SIDEWALK

TREAD

TACKBOARD

TUB/SHOWER

TELEPHONE

TELECOMMUNICATIONS

TEMPORARY

THICKNESS

TOP OF FOOTING

TOPOGRAPHY

TOP OF SLAB

TOILET TISSUE DISPENSER

TELEVISION

TYPICAL

UNDERWRITERS LABORATORIES

UNLESS NOTED OTHERWISE

URINAL

VINYL COMPOSITION TILE

VERTICAL

VENT THRU ROOF

WIDTH or WASHER

WITH

WATER CLOSET

WOOD

WATER RESISTANT

ROOM NAME

PLAN NORTH

A101

A101

A-101

KEY TO

INTERIOR

ELEV

A

D B

C

1i

SCALE:1

VIEW NAME

1/8" = 1'-0"

101 DOOR TYPE TAG

01 WINDOW TYPE TAG

EQUIPMENT &

ACCESSORIES TAG

DRAWING TITLE

WALL TYPE TAG

REVISION TAG

ROOM TAG

GRID LINE

SHEET

KEYNOTE TAG

NORTH

ARROW W/

TRUE NORTH

INDICATION

EXTERIOR

ELEVATION TAG

SECTION

SHEET NUMBER

SHEET NUMBER

INTERIOR

ELEVATION

ELEVATION

NUMBER

ENLARGEMENT

DETAIL

SHEET NUMBER

NAME

ELEVATION

LEVEL NAME

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

B U

IL

D

IN

G

K

A W

A M

U R

A H

A L L

F Y

R

E P

A

IR

B U

IL

D

IN

G

W A

-1 -D

-0

H O

N O

L U

L U

D

IS

T R

IC

T

F O

R T

S H

A F

T E

R H

I

J U

N E

W A

-1 -D

-0

B Y

C A

D

M N

UW

A

A II

Expiration Date 04/30/2022

LICENSED

No. 8026

PROFESSIONAL

ARCHITECT

H

M

ARK M

.S

.A

O

. N A

AK

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION AND CONSTRUCTION OF THIS

PROJECT WILL BE UNDER MY OBSERVATION.

("OBSERVATION OF CONSTRUCTION"

SHALL BE DEFINED IN CHAPTER 115, HAWAII

ADMINISTRATIVE RULES FOR PROFESSIONAL

ENGINEERS, SURVEYORS AND LANDSCAPE

ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

A-001

BLDG502

G E

N E

R A

L N

O T

E S

A

R C

H

IT

E C

T U

R A

L A

B B

R E

V

IA

T

IO

N S

L E

G E

N D

S

A N

D S

Y M

B O

L S

B o w e rs

K u b o ta

M a n a g e m e n t

-4

A k o k i S tr e e t, S u it e

-B

W a ip a h u H a w a ii

ID

O P

T

IO

N F

IE

L D

O

P T

IO

N

T

IT

L E

O P

T

IO

N T

IT

L E

D E

S

IG

N C

O M

P L E

T E

S U

B M

IT

T

A L

O P

T

IO

N F

IE

L D

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

B U

IL

D

IN

G

K

A W

A M

U R

A H

A L L

F Y

R

E P

A

IR

B U

IL

D

IN

G

W A

-1 -D

-0

H O

N O

L U

L U

D

IS

T R

IC

T

F O

R T

S H

A F

T E

R H

I

J U

N E

W A

-1 -D

-0

B Y

C A

D

M N

UW

A

A II

Expiration Date 04/30/2022

LICENSED

No. 8026

PROFESSIONAL

ARCHITECT

H

M

ARK M

.S

.A

O

. N A

AK

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION AND CONSTRUCTION OF THIS

PROJECT WILL BE UNDER MY OBSERVATION.

("OBSERVATION OF CONSTRUCTION"

SHALL BE DEFINED IN CHAPTER 115, HAWAII

ADMINISTRATIVE RULES FOR PROFESSIONAL

ENGINEERS, SURVEYORS AND LANDSCAPE

ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

A-001

BLDG502

G E

N E

R A

L N

O T

E S

A

R C

H

IT

E C

T U

R A

L A

B B

R E

V

IA

T

IO

N S

L E

G E

N D

S

A N

D S

Y M

B O

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1. CONSTRUCTION DOCUMENTS REASONABLY DESCRIBE THE INTENT OF THE QUALITY AND SCOPE OF THE CONSTRUCTION FOR THE PROJECT. WHERE DETAILS ARE NOT SHOWN, THE CONTRACTOR SHALL PROCEED WITH THE WORK WITH AN ACCEPTED QUALITY DEPICTED FROM CONTRACTOR STANDARDS AND PROCEDURES OF THE CONSTRUCTION INDUSTRY IN THE STATE OF HAWAII AS WELL AS THE GENERAL INTENT OF THE CONSTRUCTION DOCUMENTS.

CLARIFICATION MAY BE SUBMITTED TO THE GOVERNMENT FOR REVIEW BEFORE PROCEEDING.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL NOTIFY THE GOVERNMENT OF ANY DISCREPANCY AND/OR CONDITION WHICH WILL PREVENT HIM/HER FROM FULFILLING THE TERMS OF THE CONTRACT. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR ALL CORRECTIONS AND REPAIRS DUE TO THEIR FAILURE TO DO SO.

3. GENERAL CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS AND COORDINATE THE WORK OF THE VARIOUS TRADES TO FIT ACTUAL CONDITIONS AND

MAKE INTERFACING ADJUSTMENTS AS REQUIRED.

4. QUANTITIES SHOWN AND/OR SPECIFIED IN THE DRAWINGS AND SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL BE HELD

FULLY RESPONSIBLE FOR ALL QUANTITIES.

5. SOME NOTES ON THE ARCHITECTURAL SHEETS MAY REQUIRE CIVIL LANDSCAPE, STRUCTURAL, MECHANICAL, FIRE PROTECTION, TELECOMMUNICATION AND/OR ELECTRICAL WORKS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE FOR COMPLETE WORK.

6. WHERE WARRANTIES ARE SPECIFIED, CONTRACTOR'S BID SHALL INCLUDE FULL COMPLIANCE OF ALL CONDITIONS REQUIRED BY THE WARRANTIES. WHERE THE MANUFACTURER'S WARRANTY REQUIREMENTS AND/OR RECOMMENDATION VARY FROM THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR IS EXPECTED TO COMPLY WITH THE STRICTER OF THE TWO PROVIDED REQUIREMENTS DO NOT VOID WARRANTY. CONTRACTOR SHALL INFORM THE GOVERNMENT IN WRITING WHERE PROPOSED CONSTRUCTION WILL DEVIATE FROM THE CONSTRUCTION DOCUMENTS.

7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFETY BARRICADE AROUND THE PROJECT SITE AND SHALL ASSURE THE SAFETY OF THE PUBLIC AT

ALL TIMES.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING, BACKING, BRACKETS, ETC. AS REQUIRED FOR THE PROPER AND SECURED

INSTALLATION OF ALL MATERIALS AND PRODUCTS.

9. THE CONTRACTOR SHALL REVIEW THE PROJECT FOR ANY LONG LEAD ITEMS AND PROVIDE SPECIAL CONSIDERATIONS TO AVOID UNNECESSARY DELAYS

TO THE COMPLETION OF THE PROJECT.

10. THE CONTRACT, ADDENDA, SUPPLEMENTAL CONDITIONS, GENERAL REQUIREMENTS, GENERAL CONDITIONS, AND TECHNICAL SPECIFICATIONS SHALL HAVE PRECEDENCE OVER THESE GENERAL NOTES. ANY CONFLICT BETWEEN THESE GENERAL NOTES AND LANGUAGE FOUND IN THE ABOVE DOCUMENTS OR IN THE DRAWINGS OR IN ANY OTHER CONTRACT DOCUMENT SHALL BE BROUGHT TO THE ATTENTION OF THE GOVERNMENT IMMEDIATELY FOR FURTHER

CLARIFICATION.

11. CONTRACTOR SHALL PROVIDE COMPLETE SYSTEMS AND ASSEMBLIES THAT INCLUDE ALL COMPONENTS NECESSARY FOR A FULLY FUNCTIONAL ASSEMBLY SATISFYING THE DESIGN INTENT, COMPLY WITH THE REQUIREMENTS INDICATED IN THE CONTRACT DOCUMENTS AND READY FOR THE INTENDED USE.

REFERENCE CONDITIONS OF THE CONTRACT AND/OR GENERAL REQUIREMENTS FOR ADDITIONAL INFORMATION.

12. REFERENCE CONDITIONS OF THE CONTRACT AND/OR GENERAL REQUIREMENTS FOR ANY OCCUPANCY RESTRICTIONS OR REQUIREMENTS DURING

CONSTRUCTION.

13. REFERENCE THE CONTRACT AND/OR GENERAL REQUIREMENTS REGARDING REQUIREMENTS FOR DOCUMENTATION AND REPORTING OF FIELD CONDITIONS BY THE CONTRACTOR. CONTRACTOR SHALL COORDINATE WITH THE CONTRACT DOCUMENTS.

14. REFERENCE CONDITIONS OF THE CONTRACT AND/OR GENERAL REQUIREMENTS REGARDING COORDINATION OF THE WORK OR OTHER SPECIAL

COORDINATION REQUIREMENTS.

15. FLOOR ELEVATIONS ARE INDICATED TO THE TOP SURFACE OF THE “STRUCTURAL” SLAB, UNLESS NOTED OTHERWISE.

16. CEILING HEIGHTS ARE INDICATED FROM FLOOR ELEVATIONS TO THE FINISH FACE OF SUSPENDED CEILING SYSTEMS OR FACE OF FINISH MATERIALS, AS

INDICATED OR SCHEDULED.

17. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZES, CLEARANCES, AND DIMENSIONAL RELATIONSHIPS BETWEEN PROJECT SYSTEMS, ASSEMBLIES AND COMPONENTS. DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS.

18. WHERE EQUIPMENT OR COMPONENTS HAVE DIMENSIONAL VARIATION DEPENDENT ON THE SELECTED MANUFACTURER, THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ADJOINING CONSTRUCTION TO ACCOMMODATE THE SELECTED MANUFACTURER’S REQUIREMENTS.

19. "REPLACE" MEANS TO REMOVE EXISTING AND TO PROVIDE AND INSTALL ITEM TO MATCH THE EXISTING DESIGN SUCH AS MATERIAL, THICKNESS, COLOR, QUALITY, CONSTRUCTION, ETC., UNLESS OTHERWISE DETAILED OR NOTED. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DESIGN PRIOR

TO REMOVAL.

20. ALL MATERIALS, ITEMS, NOTED IN THE DRAWINGS ARE "NEW" UNLESS NOTED OTHERWISE.

21. CONTRACTOR SHALL PATCH ALL SURFACES EXPOSED FROM CUTTING, AND OR REMOVAL WORK. PATCH SHALL MATCH THE MATERIAL AND FINISH OF

ADJACENT SURFACES.

22. THE CONTRACTOR SHALL PROTECT ALL ITEMS, IN ADJACENT AREAS WITHIN THE PROJECT SITE FROM DAMAGE. DAMAGE TO BUILDINGS, LANDSCAPING, LAWN, HOSE BIBS, ETC., BY THE CONTRACTOR, THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND EQUIPMENT, SHALL BE REPLACED AND/OR

REPAIRED AT NO EXTRA COST TO THE GOVERNMENT

23. ALL EXISTING ITEMS AND/OR FINISHES SCHEDULED TO REMAIN, BUT DAMAGED DURING CONSTRUCTION, SHALL BE CORRECTED TO MATCH THE EXISTING

MATERIAL AND FINISHES AT NO EXTRA COST TO THE GOVERNMENT.

24. ALL WASTE MATERIALS SHALL BE PROMPTLY REMOVED AND PROPERLY DISPOSED OF OUTSIDE THE LIMITS OF THE PROPERTY DAILY.

25. CONTRACTOR SHALL PROTECT ALL EXISTING SURFACES DURING CONSTRUCTION. THE COST FOR MATERIAL, LABOR, INSTALLATION AND REMOVAL SHALL BE INCLUDED IN THE SCOPE OF WORK. ALL DAMAGES SHALL BE REPAIRED AND/OR REPLACED TO MATCH ADJACENT SURFACES AND TO THE SATISFACTION

OF THE GOVERNMENT.

26. THE CONTRACTOR WITH THE SUPERVISION OF THE GOVERNMENT SHALL INSPECT AND NOTE ALL EXISTING DAMAGES PRIOR TO THE START OF WORK. ANY NEW DAMAGES RESULTING FROM THE CONSTRUCTION SHALL BE CORRECTED AT THE CONTRACTOR'S COST.

27. THE CONTRACTOR SHALL VISIT THE SITE, COMPARE THE DRAWINGS AND SPECIFICATIONS AND VERIFY ALL CONDITIONS IN ORDER TO COMPLETE THE

PROJECT IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS.

28. BEFORE ANY SERVICE IS DISCONNECTED OR INTERRUPTED, THE CONTRACTOR SHALL VERIFY USAGE AND ASSURE THAT REQUIRED SERVICES ARE NOT DISCONNECTED OR INTERRUPTED. ANY REQUIRED SERVICE DISCONNECTED OR INTERRUPTED SHALL BE RESTORED IMMEDIATELY BY THE CONTRACTOR

AT NO ADDITIONAL COST TO THE GOVERNMENT.

29. CONTRACTOR SHALL SUBMIT IN WRITING ANY REQUEST FOR MODIFICATION TO THE PLANS AND SPECIFICATIONS. UNLESS CHANGES ARE SUBMITTED IN WRITING AND APPROVED BY THE GOVERNMENT, CHANGES OR MODIFICATIONS TO THE PLANS AND SPECIFICATIONS BECOME THE RESPONSIBILITY OF THE

PERSON INITIATING SUCH CHANGES.

30. STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION OPERATIONS, INCLUDING THOSE IN UNDERGROUND LOCATIONS, SHALL COMPLY WITH NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, AND THIS CHAPTER. 2012 NFPA 1.

31 THE CONTRACTOR SHALL PROTECT ALL ITEMS IN AND ABOVE GROUND WITHIN THE PROJECT SITE AND ADJACENT PROPERTIES FROM DAMAGES. DAMAGES TO BUILDINGS, SIDEWALKS, UTILITY LINES (PLUMBING, ELECTRICAL, TELEPHONE, DATA, ETC.), LANDSCAPING, LAWN, HOSE BIBS, ETC., BY THE CONTRACTOR, THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AND EQUIPMENT SHALL BE REPLACED AND/OR REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT. THE CONTRACTOR IS ALSO RESPONSIBLE TO RESTORE THE GROUNDS (GRASSING AND LANDSCAPE IRRIGATION) AND CONCRETE

WALKWAYS USED FOR PARKING AND STAGING.

ARCHITECTURAL ABBREVIATIONSGENERAL NOTES ARCHITECTURAL LEGEND

DEFINITIONS

1. “TYPICAL” OR “TYP.” INDICATES IDENTICAL COMPLETE SYSTEM, ASSEMBLY OR COMPONENT SHALL BE PROVIDED FOR EACH OCCURRENCE OF THE

CONDITION NOTED.

2. “SIMILAR” INDICATES COMPLETE SYSTEM, ASSEMBLY AND COMPONENTS SHALL BE PROVIDED, INCLUDING ANY ADJUSTMENTS REQUIRED DUE TO VARIATION AT A PARTICULAR CONDITION, RESULTING IN COMPARABLE CHARACTERISTICS FOR THE “SIMILAR” CONDITION NOTED. THE GOVERNMENT SHALL

BE THE SOLE JUDGE OF A SIMILAR CONDITION’S COMPLIANCE WITH THE DESIGN INTENT.

3. “AS REQUIRED” INDICATES ITEMS OF WORK REQUIRED TO PROVIDE FOR A COMPLETE SYSTEM, ASSEMBLY OR COMPONENT AS INDICATED IN THE CONTRACT DOCUMENTS. ALL COMPONENTS OF THE NOTED SYSTEM SHALL BE PROVIDED, INSTALLED, COMPLETE AND READY FOR THE INTENDED USE.

4. “ALIGN” INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, LEVEL AND/OR PLUMB IN RELATION TO ADJACENT SURFACES

WITHIN TOLERANCES DEFINED IN THE TECHNICAL SPECIFICATIONS.

FINISH NOTES

1. ALL CONDUIT, JUNCTION BOXES, RACEWAYS, AND OTHER EXPOSED ELECTRICAL ITEMS SHALL BE PAINTED.

2. ALL STRUCTURAL SUPPORTS AND OR ATTACHMENTS, IE. UNISTRUT, ATTACHMENTS, BOLTS, WOOD/ STEEL SUPPORTS, ETC. SHALL BE PAINTED

3. ALL EXPOSED MECHANICAL DUCTS/ ENCLOSURES SHALL BE PAINTED.

4. ALL ITEMS INDICATED ABOVE TO BE PAINTED SHALL MATCH ADJACENT SURFACES UNLESS NOTED OTHERWISE ON THE DRAWINGS.

DIMENSIONS

1. SHALL HAVE PRECEDENCE OVER SCALE. DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH THE WORK.

2. ALL DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO RENOVATION/FABRICATION.

3. (E) MEANS "EXISTING". CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS AND CONFIRM SIZES PRIOR TO RENOVATION/FABRICATION.

4. OTHER DIMENSIONS AND SIZES PROVIDED IN THE DRAWINGS ARE TO INDICATE GENERAL SCOPE OF WORK. CONTRACTOR SHALL VERIFY DIMENSIONS AND

SIZES FOR PROPER FIT, CONSTRUCTION, INSTALLATION AND OPERATION.

UP

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25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 11 1/2"

D19

D2

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

D6

D6

D5

D2

D3

D1

D3

TYP.

D5

D20TYP. D21 TYP.

D22 TYP.

D25TYP.

D2TYP.

D4 D25

D35

D2

D21

D28 TYP.

D21

D29

TYP.

TYP.

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8' - 0"

9' - 0"

5' - 6"

2' - 6" 22' - 6"

25' - 0"

25' - 0"

97' - 6"

8'

6"

4'

3'

0"

" 35

D3

D34

D35

D1

D22

D1 D36 D36

INDICATES DEMOLITION OF EXISTING ELEMENTS.

INDICATES EXISTING TO REMAIN.

KEYNOTES.A

INDICATES AREA OF DEMOLITION OF EXISTING

ELEMENTS.

SPECIFIC ITEM.

GENERAL AREA.

US Army Corps of Engineers ®

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Expiration Date 04/30/2022

LICENSED

No. 8026

PROFESSIONAL

ARCHITECT

H

M

ARK M

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O

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AK

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION AND CONSTRUCTION OF THIS

PROJECT WILL BE UNDER MY OBSERVATION.

("OBSERVATION OF CONSTRUCTION"

SHALL BE DEFINED IN CHAPTER 115, HAWAII

ADMINISTRATIVE RULES FOR PROFESSIONAL

ENGINEERS, SURVEYORS AND LANDSCAPE

ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

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DEMOLITION KEY NOTES

SCALE: 3/32" = 1'-0"D1

FIRST FLOOR DEMOLITION PLAN

PLAN NORTH

0 8'4' 16'

3/32"=1'-0SCALE:

D29 DEMO/REMOVE EXISTING WOOD STRUCTURE. PATCH AND REPAIR SURFACE TO

RECEIVE PROPOSED FINISH.

D34 DEMO/REMOVE EXISTING SCUPPER AND CONDUCTOR HEAD.

D35 EXISTING HANDRAIL TO REMAIN. PREPARE TO RECEIVE PROPOSED GUARDRAIL.

D36 REMOVE EXISTING WINDOW AND FRAME, SALVAGE & REINSTALL.

D1 DEMO/REMOVE EXISTING WINDOWS OR LOUVER AND FRAMES.

D2 DEMO/REMOVE EXISTING DOORS, FRAMES, THRESHOLD, GATES,AND

SIDELIGHTS/ TRANSOM.

D3 DEMO/REMOVE EXISTING WALL PARTITIONS, TO INCLUDE BUT NOT LIMITED TO

FREE STANDING STUD PARTITIONS, FURRED OUT PARTITIONS, AND CONCRETE

WALLS.

D4 DEMO/REMOVE EXISTING PORTIONS OF EXTERIOR WALL. SEE STRUCTURAL

DRAWINNGS FOR ADDITIONAL INFORMATION.

D5 DEMO/REMOVE EXISTING CASEWORK/ COUNTERTOP.

D6 DEMO/REMOVE EXISTING PLUMBING FIXTURE. SEE PLUMBING DRAWINGS FOR

MORE INFORMATION.

D19 DEMO/REMOVE EXISTING WATER COOLER. SEE PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

D20 DEMO/REMOVE EXISTING WINDOW FILM ON WINDOW. PREPARE TO RECEIVE

PROPOSED.

D21 DEMO/REMOVE EXISTING FLOORING INCLUDING BUT NOT LIMITED TO PREPARE

SUBSTRATE TO RECEIVE PROPOSED FLOORING.

D22 DEMO/REMOVE EXISTING METAL BIRD SCREEN.

D25 DEMO/REMOVE EXISTING FINISH ON STAIR. SEE STRUCTURAL DRAWINGS FOR

ADDTIONAL INFORMATION.

D28 DEMO/REMOVE EXISTING CONCRETE PAD.PREPARE SUBSTRATE TO RECEIVE

PROPOSED FLOORING.

DEMOLITION GENERAL NOTES

1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION

2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS

3. PROTECT EXISTING TO REMAIN ITEMS AS REQUIRED

4. COORDINATE WITH PROPOSED PLAN

5. PREPARE ALL SURFACES TO RECEIVE PROPOSED

6. REMOVE ALL TOILET ACCESSORIES AND MILLWORK THROUGHOUT UNLESS OTHERWISE

NOTED.

7. PRIOR TO COMMENCING WORK, CAREFULLY REMOVE EXISTING WALL-MOUNTED

"KAWAMURA HALL" PLAQUE AND PHOTO OF CORPORAL TERRY TERUO KAWAMURA

LOCATED AT FIRST FLOOR ACROSS FROM EXISTING WATER COOLER. PROTECT AND

CAREFULLY HAND-DELIVER PLAQUE AND PHOTO TO MS. MAYDEAN MARTIN (PH. 808-835-

4102) AT BUILDING 230, ROOM 104 FORT SHAFTER.

8. SEE STRUCTURAL DRAWINGS FOR COMPLETE AREAS OF DEMOLITION.

9. COORDINATE WITH CONTRACTING OFFICER THE REMOVAL AND DISPOSAL OF EXISTING

WAVES 7- MASS NOTIFICATION SYSTEM AND HORN LOCATED ADJACENT TO THE

ELEVATORS AND EXISTING DAYROOMS. PATCH, REPAIR AND SEAL ALL WALLS/

PENETRATIONS AFFECTED AS REQUIRED.

LEGEND

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TYP. D8 TYP.TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

D6

D6

D5

D3

D2

D19

TYP.

TYP.

D15

TYP.

D1

TYP.

D10

D4

D2

D15

D25 TYP.

TYP.

D24

D2TYP.

D21

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TYP.

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150' - 11 1/2"

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 11 1/2"

D21 TYP.

D9

TYP.

8' - 0"

9' - 0"

5' - 6"

2' - 6" 22' - 6"

25' - 0"

25' - 0"

97' - 6"

8'

6"

4'

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" 35

D35

D3

D16

D7

D9 TYP.

D30 TYP.

D24

D1

D1

D22

D35

TYP.

TYP. D1

2' - 6"2' - 6"

D22

INDICATES DEMOLITION OF EXISTING ELEMENTS.

INDICATES EXISTING TO REMAIN.

KEYNOTES.A

INDICATES AREA OF DEMOLITION OF EXISTING

ELEMENTS.

SPECIFIC ITEM.

GENERAL AREA.

US Army Corps of Engineers ®

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Expiration Date 04/30/2022

LICENSED

No. 8026

PROFESSIONAL

ARCHITECT

H

M

ARK M

.S

.A

O

. N A

AK

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION AND CONSTRUCTION OF THIS

PROJECT WILL BE UNDER MY OBSERVATION.

("OBSERVATION OF CONSTRUCTION"

SHALL BE DEFINED IN CHAPTER 115, HAWAII

ADMINISTRATIVE RULES FOR PROFESSIONAL

ENGINEERS, SURVEYORS AND LANDSCAPE

ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

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SCALE: 3/32" = 1'-0"D1

SECOND FLOOR DEMOLITION PLAN

0 8'4' 16'

3/32"=1'-0SCALE:

DEMOLITION GENERAL NOTES

1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION

2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS

3. PROTECT EXISTING TO REMAIN ITEMS AS REQUIRED

4. COORDINATE WITH PROPOSED PLAN

5. PREPARE ALL SURFACES TO RECEIVE PROPOSED

6. REMOVE ALL TOILET ACCESSORIES AND MILLWORK THROUGHOUT UNLESS OTHERWISE

NOTED.

7. COORDINATE WITH CONTRACTING OFFICER THE REMOVAL AND DISPOSAL OF EXISTING

WAVES 7- MASS NOTIFICATION SYSTEM AND HORN LOCATED ADJACENT TO THE ELEVATORS

AND EXISTING DAYROOMS. PATCH, REPAIR AND SEAL ALL WALLS/ PENETRATIONS

AFFECTED AS REQUIRED.

LEGEND

D21 DEMO/REMOVE EXISTING FLOORING INCLUDING BUT NOT LIMITED TO PREPARE

SUBSTRATE TO RECEIVE PROPOSED FLOORING.

D22 DEMO/REMOVE EXISTING METAL BIRD SCREEN.

D24 DEMO/REMOVE EXISTING TOPPING ON CONCRETE WALKWAY.

D25 DEMO/REMOVE EXISTING FINISH ON STAIR. SEE STRUCTURAL DRAWINGS FOR

ADDTIONAL INFORMATION.

D30 DEMO/REMOVE EXISTING OVERFLOW SCUPPER DRAIN.

D35 EXISTING HANDRAIL TO REMAIN. PREPARE TO RECEIVE PROPOSED GUARDRAIL.

D1 DEMO/REMOVE EXISTING WINDOWS OR LOUVER AND FRAMES.

D2 DEMO/REMOVE EXISTING DOORS, FRAMES, THRESHOLD, GATES,AND SIDELIGHTS/

TRANSOM.

D3 DEMO/REMOVE EXISTING WALL PARTITIONS, TO INCLUDE BUT NOT LIMITED TO

FREE STANDING STUD PARTITIONS, FURRED OUT PARTITIONS, AND CONCRETE

WALLS.

D4 DEMO/REMOVE EXISTING PORTIONS OF EXTERIOR WALL. SEE STRUCTURAL

DRAWINNGS FOR ADDITIONAL INFORMATION.

D5 DEMO/REMOVE EXISTING CASEWORK/ COUNTERTOP.

D6 DEMO/REMOVE EXISTING PLUMBING FIXTURE. SEE PLUMBING DRAWINGS FOR

MORE INFORMATION.

D7 DEMO/REMOVE EXISTING EXTERIOR ALUMINUM THRESHOLD. EXISTING EXTERIOR

EXPANION JOINT TO REMAIN, UNLESS OTHERWISE NOTED.

D8 DEMO/REMOVE EXISITNG GUARDRAIL.

D9 DEMO/REMOVE EXISTING WEEP HOLES.

D10 DEMO/REMOVE EXISTING PARAPET COPING AND FLASHING.

D15 DEMO/REMOVE EXISTING ROOFING, INSULATION, FLASHING AND ALL OTHER

ROOFING COMPONENTS DOWN TO EXISTING CONCRETE SUBSTRATE. PREPARE

SURFACE TO RECIEVE PROPOSED

D16 DEMO/REMOVE EXISTING SCUPPERS. CLEAR ANY BLOCKAGE FROM EXISTING

DOWNSPOUTS.

D19 DEMO/REMOVE EXISTING WATER COOLER. SEE PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

PLAN NORTH

DEMOLITION KEY NOTES

DNUP

C D E F G H

2.1

N

P

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TYP.

TYP.

TYP.

TYP.

TYP.

D1

D19

D8 TYP.

TYP.

TYP.TYP.D2 D24

TYP.

TYP.D22

D25

D3

D20TYP.

D4 TYP.

TYP.

D1

D2TYP.

D22

D2

TYP.

J

K

L

M

150' - 11 1/2"

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 11 1/2"

D21 TYP.

D9

8' - 0"

9' - 0"

5' - 6"

2' - 6" 22' - 6"

25' - 0"

25' - 0"

97' - 6"

8'

6"

4'

3'

0"

" 35

D35

D21

D9

D8 TYP.

TYP.

D7

D24

D6

D6

D5

D3D3

D2

D1

INDICATES DEMOLITION OF EXISTING ELEMENTS.

INDICATES EXISTING TO REMAIN.

KEYNOTES.A

INDICATES AREA OF DEMOLITION OF EXISTING

ELEMENTS.

SPECIFIC ITEM.

GENERAL AREA.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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S O

F E

N G

IN

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E R

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D R

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N B

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D E

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D A

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C O

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L

J

G

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A

D A

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M A

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D E

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IP

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IO

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2 4 6 8 10 12 14 16 18 20

P

M

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H

F

D

B

B U

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D

IN

G

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A M

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A H

A L L

F Y

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IN

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W A

-1 -D

-0

H O

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IS

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IC

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F O

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A F

T E

R H

I

J U

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W A

-1 -D

-0

B Y

C A

D

M N

UW

A

A II

Expiration Date 04/30/2022

LICENSED

No. 8026

PROFESSIONAL

ARCHITECT

H

M

ARK M

.S

.A

O

. N A

AK

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION AND CONSTRUCTION OF THIS

PROJECT WILL BE UNDER MY OBSERVATION.

("OBSERVATION OF CONSTRUCTION"

SHALL BE DEFINED IN CHAPTER 115, HAWAII

ADMINISTRATIVE RULES FOR PROFESSIONAL

ENGINEERS, SURVEYORS AND LANDSCAPE

ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

AD103

BLDG502

T H

IR

D

F L O

O R

D E

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P L A

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IM

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F O

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T H

A N

D F

IF

T

H F

L O

O R

B o w e rs

K u b o ta

M a n a g e m e n t

-4

A k o k i S tr e e t, S u it e

-B

W a ip a h u H a w a ii

ID

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P L E

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IE

L D

SCALE: 3/32" = 1'-0"D1

THIRD FLOOR TO FIFTH FLOOR DEMOLITION

PLAN

D25 DEMO/REMOVE EXISTING FINISH ON STAIR. SEE STRUCTURAL DRAWINGS FOR

ADDTIONAL INFORMATION.

D35 EXISTING HANDRAIL TO REMAIN. PREPARE TO RECEIVE PROPOSED GUARDRAIL.

D1 DEMO/REMOVE EXISTING WINDOWS OR LOUVER AND FRAMES.

D2 DEMO/REMOVE EXISTING DOORS, FRAMES, THRESHOLD, GATES,AND SIDELIGHTS/

TRANSOM.

D3 DEMO/REMOVE EXISTING WALL PARTITIONS, TO INCLUDE BUT NOT LIMITED TO

FREE STANDING STUD PARTITIONS, FURRED OUT PARTITIONS, AND CONCRETE

WALLS.

D4 DEMO/REMOVE EXISTING PORTIONS OF EXTERIOR WALL. SEE STRUCTURAL

DRAWINNGS FOR ADDITIONAL INFORMATION.

D5 DEMO/REMOVE EXISTING CASEWORK/ COUNTERTOP.

D6 DEMO/REMOVE EXISTING PLUMBING FIXTURE. SEE PLUMBING DRAWINGS FOR

MORE INFORMATION.

D7 DEMO/REMOVE EXISTING EXTERIOR ALUMINUM THRESHOLD. EXISTING EXTERIOR

EXPANION JOINT TO REMAIN, UNLESS OTHERWISE NOTED.

D8 DEMO/REMOVE EXISITNG GUARDRAIL.

D9 DEMO/REMOVE EXISTING WEEP HOLES.

D19 DEMO/REMOVE EXISTING WATER COOLER. SEE PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

D20 DEMO/REMOVE EXISTING WINDOW FILM ON WINDOW. PREPARE TO RECEIVE

PROPOSED.

D21 DEMO/REMOVE EXISTING FLOORING INCLUDING BUT NOT LIMITED TO PREPARE

SUBSTRATE TO RECEIVE PROPOSED FLOORING.

D22 DEMO/REMOVE EXISTING METAL BIRD SCREEN.

D24 DEMO/REMOVE EXISTING TOPPING ON CONCRETE WALKWAY.

DEMOLITION GENERAL NOTES LEGEND

0 8'4' 16'

3/32"=1'-0SCALE:

PLAN NORTH

1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION

2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS

3. PROTECT EXISTING TO REMAIN ITEMS AS REQUIRED

4. COORDINATE WITH PROPOSED PLAN

5. PREPARE ALL SURFACES TO RECEIVE PROPOSED

6. REMOVE ALL TOILET ACCESSORIES AND MILLWORK THROUGHOUT UNLESS OTHERWISE

NOTED.

7. COORDINATE WITH CONTRACTING OFFICER THE REMOVAL AND DISPOSAL OF EXISTING

WAVES 7- MASS NOTIFICATION SYSTEM AND HORN LOCATED ADJACENT TO THE ELEVATORS

AND EXISTING DAYROOMS. PATCH, REPAIR AND SEAL ALL WALLS/ PENETRATIONS AFFECTED

AS REQUIRED.

C D E F G H

2.1

N

P

Q

R

A

D2

B

TYP.

TYP.

TYP.

TYP.

TYP.

D6

D6

D5

D3

D1

D2 D1

TYP.

TYP.

D8

TYP.

D7

TYP.TYP.D2 D9D1

D2TYP.

D24

D21

D3 TYP.

D22

D2

TYP.

D25

D22 TYP.

D4

J

K

L

M

150' - 11 1/2"

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 11 1/2"

D21 TYP.

8' - 0"

9' - 0"

5' - 6"

2' - 6" 22' - 6"

25' - 0"

25' - 0"

97' - 6"

8'

6"

4'

3'

0"

" 35

D9

D8

D9

TYP.

TYP.

TYP.

D3

D35

D35

D24

D1

INDICATES DEMOLITION OF EXISTING ELEMENTS.

INDICATES EXISTING TO REMAIN.

KEYNOTES.A

INDICATES AREA OF DEMOLITION OF EXISTING

ELEMENTS.

SPECIFIC ITEM.

GENERAL AREA.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

B U

IL

D

IN

G

K

A W

A M

U R

A H

A L L

F Y

R

E P

A

IR

B U

IL

D

IN

G

W A

-1 -D

-0

H O

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L U

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IS

T R

IC

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F O

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S H

A F

T E

R H

I

J U

N E

W A

-1 -D

-0

B Y

C A

D

M N

UW

A

A II

Expiration Date 04/30/2022

LICENSED

No. 8026

PROFESSIONAL

ARCHITECT

H

M

ARK M

.S

.A

O

. N A

AK

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION AND CONSTRUCTION OF THIS

PROJECT WILL BE UNDER MY OBSERVATION.

("OBSERVATION OF CONSTRUCTION"

SHALL BE DEFINED IN CHAPTER 115, HAWAII

ADMINISTRATIVE RULES FOR PROFESSIONAL

ENGINEERS, SURVEYORS AND LANDSCAPE

ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

AD104

BLDG502

S

IX

T H

F L O

O R

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IT

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N

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IM

IL

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R

S E

V E

N T

H F

L O

O R

B o w e rs

K u b o ta

M a n a g e m e n t

-4

A k o k i S tr e e t, S u it e

-B

W a ip a h u H a w a ii

ID

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SCALE: 3/32" = 1'-0"D1

SIXTH TO EIGHTH FLOOR DEMOLITION PLAN

0 8'4' 16'

3/32"=1'-0SCALE:

D1 DEMO/REMOVE EXISTING WINDOWS OR LOUVER AND FRAMES.

D2 DEMO/REMOVE EXISTING DOORS, FRAMES, THRESHOLD, GATES,AND SIDELIGHTS/

TRANSOM.

D3 DEMO/REMOVE EXISTING WALL PARTITIONS, TO INCLUDE BUT NOT LIMITED TO

FREE STANDING STUD PARTITIONS, FURRED OUT PARTITIONS, AND CONCRETE

WALLS.

D4 DEMO/REMOVE EXISTING PORTIONS OF EXTERIOR WALL. SEE STRUCTURAL

DRAWINNGS FOR ADDITIONAL INFORMATION.

D5 DEMO/REMOVE EXISTING CASEWORK/ COUNTERTOP.

D6 DEMO/REMOVE EXISTING PLUMBING FIXTURE. SEE PLUMBING DRAWINGS FOR

MORE INFORMATION.

D7 DEMO/REMOVE EXISTING EXTERIOR ALUMINUM THRESHOLD. EXISTING EXTERIOR

EXPANION JOINT TO REMAIN, UNLESS OTHERWISE NOTED.

D8 DEMO/REMOVE EXISITNG GUARDRAIL.

D9 DEMO/REMOVE EXISTING WEEP HOLES.

D21 DEMO/REMOVE EXISTING FLOORING INCLUDING BUT NOT LIMITED TO PREPARE

SUBSTRATE TO RECEIVE PROPOSED FLOORING.

D22 DEMO/REMOVE EXISTING METAL BIRD SCREEN.

D24 DEMO/REMOVE EXISTING TOPPING ON CONCRETE WALKWAY.

D25 DEMO/REMOVE EXISTING FINISH ON STAIR. SEE STRUCTURAL DRAWINGS FOR

ADDTIONAL INFORMATION.

D35 EXISTING HANDRAIL TO REMAIN. PREPARE TO RECEIVE PROPOSED GUARDRAIL.

DEMOLITION GENERAL NOTES LEGEND

PLAN NORTH

1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION

2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS

3. PROTECT EXISTING TO REMAIN ITEMS AS REQUIRED

4. COORDINATE WITH PROPOSED PLAN

5. PREPARE ALL SURFACES TO RECEIVE PROPOSED

6. REMOVE ALL TOILET ACCESSORIES AND MILLWORK THROUGHOUT UNLESS OTHERWISE

NOTED.

7. COORDINATE WITH CONTRACTING OFFICER THE REMOVAL AND DISPOSAL OF EXISTING

WAVES 7- MASS NOTIFICATION SYSTEM AND HORN LOCATED ADJACENT TO THE ELEVATORS

AND EXISTING DAYROOMS. PATCH, REPAIR AND SEAL ALL WALLS/ PENETRATIONS AFFECTED

AS REQUIRED.

DN

DN

UP

UP

DN

C D E F G H

2.1

N

P

Q

R

A B

D15 TYP.

TYP.

TYP.

D11TYP.

D15

D8 TYP.

D14 TYP.

D11

D15D15

D15D15

D10

D2

D8 TYP.

J

K

L

M

150' - 11 1/2"

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 11 1/2"

D16

8' - 0"

9' - 0"

5' - 6"

2' - 6" 22' - 6"

25' - 0"

25' - 0"

97' - 6"

8'

6"

4'

3'

0"

" 35

K

L

D15

Q

TYP.D15

D14TYP.

D8

INDICATES DEMOLITION OF EXISTING ELEMENTS.

INDICATES EXISTING TO REMAIN.

KEYNOTES.A

INDICATES AREA OF DEMOLITION OF EXISTING

ELEMENTS.

SPECIFIC ITEM.

GENERAL AREA.

Q

D25

D32

D8

D2

D33

K

L

D35

D2

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

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F E

N G

IN

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E R

S

D R

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L

J

G

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M A

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D E

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P

M

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D

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D

IN

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A M

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F Y

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-1 -D

-0

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F O

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A F

T E

R H

I

J U

N E

W A

-1 -D

-0

B Y

C A

D

M N

UW

A

A II

Expiration Date 04/30/2022

LICENSED

No. 8026

PROFESSIONAL

ARCHITECT

H

M

ARK M

.S

.A

O

. N A

AK

THIS WORK WAS PREPARED BY ME OR UNDER MY

SUPERVISION AND CONSTRUCTION OF THIS

PROJECT WILL BE UNDER MY OBSERVATION.

("OBSERVATION OF CONSTRUCTION"

SHALL BE DEFINED IN CHAPTER 115, HAWAII

ADMINISTRATIVE RULES FOR PROFESSIONAL

ENGINEERS, SURVEYORS AND LANDSCAPE

ARCHITECTS STATE OF HAWAII, SUBCHAPTER 1,

SECTION 16-115-2 DEFINITIONS, EFFECTIVE 8/29/94.)

AD105

BLDG502

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B o w e rs

K u b o ta

M a n a g e m e n t

-4

A k o k i S tr e e t, S u it e

-B

W a ip a h u H a w a ii

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SCALE: 3/32" = 1'-0"J1

ROOF DEMOLITION PLAN

SCALE: 3/32" = 1'-0"D4

ELEVATOR MACHINE ROOM

DEMOLITION ROOF PLAN

SCALE: 3/32" = 1'-0"D12

STAIR #2 DEMOLITION

ROOF PLAN 0 8'4' 16'

3/32"=1'-0SCALE:

D2 DEMO/REMOVE EXISTING DOORS, FRAMES, THRESHOLD, GATES,AND SIDELIGHTS/ TRANSOM.

D8 DEMO/REMOVE EXISITNG GUARDRAIL.

D10 DEMO/REMOVE EXISTING PARAPET COPING AND FLASHING.

D11 DEMO/REMOVE EXISTING ROOF CRICKET.

D14 DEMO/REMOVE EXISTING WALKWAY PAD.

D15 DEMO/REMOVE EXISTING ROOFING, INSULATION, FLASHING AND ALL OTHER ROOFING COMPONENTS

DOWN TO EXISTING CONCRETE SUBSTRATE. PREPARE SURFACE TO RECIEVE PROPOSED

D16 DEMO/REMOVE EXISTING SCUPPERS. CLEAR ANY BLOCKAGE FROM EXISTING DOWNSPOUTS.

D25 DEMO/REMOVE EXISTING FINISH ON STAIR. SEE STRUCTURAL DRAWINGS FOR ADDTIONAL INFORMATION.

D32 DEMO/REMOVE METAL HANDRAIL EXTENSION ATTACHED TO BOTTOM OF STAIR ABOVE.

D33 EXISTING METAL GATE TO REMAIN. PREPARE SURFACES TO RECEIVE PROPOSED FINISH.

D35 EXISTING HANDRAIL TO REMAIN. PREPARE TO RECEIVE PROPOSED GUARDRAIL.

DEMOLITION GENERAL NOTES LEGEND

SCALE: 3/32" = 1'-0"D8

STAIR #2 EIGHTH FLOOR

DEMOLITION PLAN

PLAN NORTH

1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION

2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS

3. PROTECT EXISTING TO REMAIN ITEMS AS REQUIRED

4. COORDINATE WITH PROPOSED PLAN

5. PREPARE ALL SURFACES TO RECEIVE PROPOSED

6. REMOVE ALL TOILET ACCESSORIES AND MILLWORK THROUGHOUT UNLESS OTHERWISE NOTED.

7. OPTION 1: ROOFTOP EQUIPMENT DEMOLITION- DISCONNECT AND REMOVE EXISTING CCTV ROOF

TOP EQUIPMENT AND ALL INFRASTRUCTURE ASSOCIATED WITH THE ITEMS. PRIOR TO REMOVAL

CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER ON TESTING OF EQUIPMENT TO

VERIFY/ WITNESS EQUIPMENT IS IN PROPER WORKING ORDER. EQUIPMENT SHALL BE REMOVED

IN A MANNER IN WHICH NO DAMAGE SHALL OCCUR DURING REMOVAL. COORDINATE WITH THE

CONTRACTING OFFICER ON POINTS OF CONTACT AND LOCATION TO…