1665827-P-700 Drawings - 1 of 2.pdf

C044138No.

G-001

PROJECT SITE

SQUADRON OPERATIONS FACILITY

RAAF BASE

TINDAL

PROJECT

VICINITY

30/03/23

03/03/23

333333333333333333333000000000000000000000/////////////////////000000000000000000000333333333333333333333/////////////////////222222222222222222222333333333333333333333

DATE: 03/17/2023

Evan Mizue

G-002

G-101

G-102

G-103

C-001

CIVIL GENERAL NOTES

SURVEY CONTROL

AI

TA

PE

ROAD

TARAKAN

R O

AD

FU

EL L

IN

E

FU

EL P

IP

E

GIV

E W

AY

Brok en

Li d

Bott om

M H 12

9.3

E(HV)

E(HV)

E(H V)

E(H V)

E(H V)

E(H V)

S

S

S

S

S

Red un da nt?

Red un da nt?

S

S

S

S

IL

.8

S S

S S

Ø

E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)

T

T

T

T

CS01

CS02

CS03

CS04

ROAD

TARAKAN

407 408

REFER TO NOTE 15

EXTENT OF CLEARING AND GRUBBING FOR

EARTHWORKS AND CONSTRUCTION MOVEMENT

EXISTING TREES, VEGETATION AND TOPSOIL IN

THIS AREA TO BE GRUBBED, CLEARED AND

DISPOSED OFF SITE OR MANAGED

APPROPRIATELY FOR REUSE IF SUITABLE

REFER TO NOTE 15

REFER TO NOTE 15

DEMOLISH FUEL TANKS AND

ASSOCIATED SERVICES. CONFIRM

WITH DEFENCE PRIOR TO WORKS. 44

1. THE EXISTING CONDITIONS DETAILED IN THIS DEMOLITION PLAN ARE

BUILT FROM THE DEFENCE GFIS DATA, SITE SURVEY AS OF

CONDITIONS AT SEPTEMBER 2020 AND KC30 DESIGN DRAWING

SET.THE DEMOLITION PLANS REPRESENTS THE MOST LIKELY SET OF

CONDITIONS ON SITE AT THE TIME OF CONSTRUCTION, ASSUMING

KC30 WORKS HAVE BEEN COMPLETED.

2. REQUEST KC30 AS CONSTRUCTED DRAWINGS TO AID IN SITE

CONDITIONS CONFIRMATION.

3. PRIOR TO COMMENCEMENT OF ANY GROUND WORKS VERIFY

EXISTING CONDITIONS IN THE FIELD PRIOR TO DEMOLITION.

4. EXISTING UTILITIES AND STRUCTURES TO REMAIN. UNLESS NOTED

OTHERWISE

5. PRIOR TO DEMOLITION VERIFY IF THESE SERVICES SERVE ANY

FACILITIES OTHER THAN THOSE WHICH HAVE BEEN DEMOLISHED OR

MADE REDUNDANT.

6. EXISTING BUILDINGS AND IMMEDIATE SURROUNDING CONCRETE

FOOTPATHS/ BUILDING APRONS TO BE DEMOLISHED AS INDICATED.

AREA TO BE TIDIED AND THE GROUND REINSTATED WITH GRASS

SEEDING UNLESS SHOWN OTHERWISE ON THE DRAWINGS. GRASS

SPECIES TO BE CONFIRMED WITH BASE ENVIRONMENTAL OFFICER.

7. REFER TO DEMOLITION SPECIFICATION FOR FURTHER DETAILS.

8. ALL SERVICES RECORDS TO BE UPDATED TO REFLECT DEMOLISHED

AND ABANDONED INFRASTRUCTURE AND SERVICES.

9. SUBCONTRACTOR TO LOCATE BY ELECTRONIC MEANS IN BOTH LINE

AND LEVEL ALL EXISTING UNDERGROUND SERVICES BEFORE

COMMENCEMENT OF ANY DEMOLITION AND ALL OTHER WORKS. ANY

CONFLICTS WITH PROPOSED WORKS, DISCREPANCY, OR ADDITIONAL

SERVICE, AND AWAIT THE CONTRACTOR'S DIRECTION.

10. ALL DEMOLITION SWALES AND OPEN DRAINS TO BE STRIPPED OF

TOPSOIL AND INFILLED WITH SELECT FILL COMPACTED IN 300mm

THICK LAYERS IN ACCORDANCE WITH SPECIFICATION. ALL AREA OF

SWALES TO BE INFILLED UNDER LEVEL 1 GEOTECHNICAL

SUPERVISION.

11. ALL DISTURBED AREAS SHALL BE FINISHED WITH TOPSOIL AND

DURABLE DRY-LAND GRASS IN ACCORDANCE WITH LANDSCAPE

ARCHITECTS SPECIFICATION.

12. ALL PERMANENTLY DEMOLISHED PAVEMENTS TO BE REMOVED DOWN

TO SUBGRADE LEVEL. BUILD BACK UP TO FINISHED SURFACE WITH

SELECT FILL COMPACTED IN 200mm THICK LAYERS, AND LEAVE ALLOWANCE FOR 100mm TOPSOIL LAYER.

13. ALL BUILDING DEMOLITION WORKS SHALL INCLUDE SEQUENCING,

DISCONNECTION AND DEMOLITION OF ALL ASSOCIATED BUILDING

SERVICES.

14. PRIOR TO REMOVAL OF TREES AND VEGETATION, CONTRACTORS

SHALL SEEK ALL RELEVANT APPROVALS FROM THE CONTRACTING

OFFICER AS PER THE SPECIFICATION.

15. ALL DEMOLISHED MATERIALS TO BE DISPOSED OF OFF SITE AT AN

APPROVED WASTER COLLECTION AND PROCESSING FACILITY

(UNLESS OTHERWISE DIRECTED IN WRITING BY THE CONTRACTING

OFFICER).

16. THE SUBCONTRACTOR TO REFER TO THE RELEVANT ENGINEERING

DRAWINGS FOR TREATMENT, DIVERSION AND DEMOLITION OF

EXISTING SERVICES IMPACTED BY THE WORKS, INCLUDING BUT NOT

LIMITED TO ELECTRICAL, COMMUNICATIONS, HYDRAULIC, CIVIL AND

STRUCTURAL SERVICES.

17. WHERE PORTIONS OF ROAD PAVEMENT ARE TO BE DEMOLISHED, TIE

IN REMAINING PAVEMENT TO SURROUNDING EXISTING GROUND AT

1:6 AND ENSURE DRAINAGE IS ALLOWED FOR.

18. ONLY TREES WITH A TRUNK DIAMETER GREATER THAN 150mm AT 1m

HEIGHT HAVE BEEN LOCATED.

19. BELOW GROUND SERVICES WITHIN THE 'EXTENT OF CLEARING AND

GRUBBING' FOOTPRINT THAT ARE NOTED FOR DEMOLITION OR

CONSTRUCTION ARE TO BE REMOVED, DEMOLISHED, AND PITS

REFILLED WITH SELECT FILL.

20. BELOW GROUND SERVICES OUTSIDE THE 'EXTENT OF CLEARING AND

GRUBBING' FOOTPRINT THAT ARE NOTED FOR DEMOLITION OR

REDUNDANCY CAN BE MADE REDUNDANT.

21. DEMOLISH AND MAKE GOOD OVERHEAD LINE WITHIN THE 'EXTENT OF

CLEARING AND GRUBBING' FOOTPRINT TO THE NEAREST POLE

OUTSIDE OF THE FOOTPRINT.

22. TERMINATE THE WATER MAIN AT THE CONNECTION POINT BY

LOCATING AND EXPOSING THE WATER MAIN CONNECTION POINT.

REMOVE THE TAPPING BAND FROM THE WATER MAIN, PLUG THE

REDUNDANT CONNECTION PENETRATION IN THE MAIN AND INSTALL A

STAINLESS STEEL REPAIR CLAMP OVER THE OLD CONNECTION POINT.

CAP THE OLD REDUNDANT PIPEWORK AND ABANDON THE OLD

WATER MAIN IN SITU. THE OLD REDUNDANT/INTERNAL PIPE SHOULD

NOT BE REUSED FOR INTERNAL PLUMBING. FOR AC PIPES, REMOVE

FULL LENGTHS (COLLAR TO COLLAR).

23. TERMINATE THE SEWER AT THE CONNECTION POINT. THE SEWER

CONNECTION IS TO BE REMOVED AND A BRIDGING PIPE INSTALLED

WITH FLEXIBLE COUPLINGS. THE REDUNDANT PIPEWORK WITHIN THE

LOT CAN BE CAPPED AND ABANDONED. THE OLD

REDUNDANT/INTERNAL PIPE SHOULD NOT BE REUSED FOR INTERNAL

DRAINAGE.

24. STACKING OF BUILDING MATERIALS OUTSIDE THE WORKS ZONES

SHOULD BE AVOIDED. IN THE EVENT THIS OCCURS, PRIOR APPROVAL

SHOULD BE SOUGHT FROM THE CONTRACTING OFFICER AND THE

SITE MADE GOOD AS PER CONTRACTING OFFICER INSTRUCTION.

25. CONTACTOR TO LIAISE WITH RELEVANT AUTHORITIES FOR

DEMOLITION WORKS INCLUDING CIOG AND TELSTRA FOR ANY

COMMUNICATIONS DEMOLITION.

26. CONTRACTOR TO UPDATE THE GEMS DATA FOR DEMOLISHED ITEMS,

BUILDINGS AND SERVICES C-101

C044138No.

XXX

E(HV) E(HV)

C C

E(LV) E(LV)

W W

S S

EXTENT OF CLEARING AND GRUBBING FOR

EARTHWORKS AND CONSTRUCTION MOVEMENT

BORE HOLE LOCATIONS

YY NEW FACILITY BUILDING CORNERS. REFER TO

DRAWING C122 FOR ALL SETOUT POINTS

R6.5

R12.50

R6.50

R12.50 R12.50

R12.50

C-102

SQUADRON OPERATIONS BUILDING

REALIGNMENT OF WESTERN ACCESS

ROAD TO BE DESIGNED UNDER A

SEPARATE WORKS PACKAGE.

15m CLEAR ZONE

FROM BUILDING.

10m UNOBSTRUCTED

ZONE FROM BUILDING.

STORMWATER

SWALE

STORMWATER

SWALE

C044138No.

DROP OFF ZONE

PRECAST REINFORCED CONCRETE

HEADWALL

ROCK LINED ON GEOTEXTILE FABRIC

OUTLET AND INLET PROTECTION

REFER TO DRAWING C503 FOR FENCING

DETAILS AND CONNECTION POINT. FINAL

ALIGNMENT TO BE CONFIRMED ON SITE AND

APPROVED BY CONTRACT ADMINISTRATOR

FFL 131.0m

WASTE ZONE

REFER TO DRAWING C503 FOR FENCING

DETAILS AND CONNECTION POINT. FINAL

ALIGNMENT TO BE CONFIRMED ON SITE AND

APPROVED BY CONTRACT ADMINISTRATOR

WESTERN ACCESS ROAD

R1-1A

R2-4A

R2-4A

R5-40LR2-2LA

W5-49A

R6.5

R12.

R6.50

R12.

R12.50 R12.50

C-111

STORMWATER

SWALE

STORMWATER

SWALE

C044138No.

BK

BK

BK

BK

BK BK

BK

DRIVE ON LEFT IN AUSTRALIA

SIGN PER VIC ROADS

SUPPLEMENT TO AS1743

DRAWING G9-V170

PSBL

PSBL

PSBL

PSBL

FK

FK

PSBL

CLSL

FK

FK

FKFK

FK

FK

FKFK

CONTINUES TO

P400 PROJECT

SQUADRON OPERATIONS BUILDING

FFL 131.0m

SVCV

SV

CV

C1

C1

C1 C

C C

C C

C C

C C

C

C C

C C

C C

C C

C C

C C

C

C

C

C1

C1

C

C

C1 C

C

T

T

T

W

W

W

W W

W W

W

S

S

HM

HM

HM

C C

C C

C C C C C C

C

C

C

C

C

C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

CC E

C

C C

C C

E

E

C

C

E E

E

E2 EE

E

E

E

EE

E E

E E

E E

E

E2

E2

E2

C-121

C044138No.

AIRCRAFT MAINTENANCE

STORAGE FACILITY

SQUADRON OPERATIONS BUILDING

4.5 x 4.5m COMMUNICATIONS PAD. 3.2m EXCLUSION ZONE

COMMUNICATION CONNECTION POINT

PROVIDED BY THE KC30 PROJECT

REFER TO THE ELECTRICAL

DRAWINGS FOR DETAILS.

DOMESTIC WATER SUPPLY CONNECTION POINT

PROVIDED BY THE KC30 PROJECT AT IL 129.81. WATER

METER IS IN ACCORDANCE WITH PWC STD DRG

W1-1-01A.

CH 0.00

NEW TYPE 2 SEWER

CONNECTION IN ACCORDANCE

WITH PWC STD DRG W2-1-02

CH 0.00

IL 127.10

TEE

CH 34.10

DOMESTIC WATER SUPPLY

BRANCH TO P400

LINE 2

REFER TO DRAWING E101 FOR

ELECTRICAL CONDUIT AND

CABLING DETAILS.

REFER TO DRAWING E101 FOR

COMMUNICATIONS CONDUIT

AND CABLING DETAILS.

DOMESTIC WATER SUPPLY

BRANCH TO P400 & P700

LINE 1

90° BEND

CH 4.50

BUILDING

CONNECTION

CH 0.00

IL 129.84

INSPECTION OPENING (IO)

CH 0.42

IL 129.15

45° BEND WITH INSPECTION

OPENING TO SURFACE (IOS)

IN ACCORDANCE WITH AS3500

CH 16.15

BUILDING CONNECTION

CH 20.06

IL 129.47

DN100 PVC SN8

DOMESTIC WATER SUPPLY

BRANCH TO P700

LINE 2

C C C C C

E E

S S

W W

E

C

SEWER UNDER

PROPOSED PAVEMENT.

REFER TO NOTE 3.

FFL 131.0m

EXISTING SEWER UNDER

PROPOSED PAVEMENT.

REFER TO NOTE 3.

EXISTING SEWER. REFER

NOTE 2.

C1

C1

C1 C

C C

C C

C C

C C

C

C C

C C

C C

C C

C C

C C

C

C

C

C1

C1

C

C

C1 C

C

T

T

T

W

W

W

W

W

W W

W

S

S

HM

HM

HM

C C

C C

C C C C C C

C

C

C

C

C

C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

C C

CC E

C

C C

C C

E

E

C

C

E E

E

E2 EE

E

E

E

EE

E E

E E

E E

E

E2

E2

E2

130.0

130.6 130.6

130.7 130.7

130.8

130.8

130.9 130.9

130.1

130.2

130.6

130.7

130.5

130.5

0.5

130.5

130.5 130.5

1.0

1.0

130.5

41 42

C-122

C044138No.

ROCK LINED GEOTEXTILE

FABRIC OUTLET AND

INLET PROTECTION

PRECAST REINFORCED

CONCRETE HEADWALL

RUNOFF FROM

PAVEMENT TO DISPERSE

VIA OVERLAND FLOW

LIMIT OF GRADING. TIE

INTO EXISTING LEVELS.

130.5

2x450x600 RCBC. GRADE AS PER EXISTING

TABLE DRAIN PROVIDED BY THE KC30 PROJECT.

IL 129.82

TIE INTO EXISTING

ROAD BATTER

TIE INTO EXISTING

ROAD BATTER

TIE INTO EXISTING

ROAD BATTER

IL 129.81

REFER TO DRAWING C505 FOR

HEADWALL AND PROTECTION DETAIL

REFER TO DRAWING C505 FOR

HEADWALL AND PROTECTION DETAIL

LIMIT OF GRADING. TIE

INTO EXISTING LEVELS

LIMIT OF CLEARING.

ALLOW FOR 5m ACCESS

TRACK. STABILISE

ACCESS TRACK WITH

GRASS COVER PRIOR TO

COMPLETION.

REFER TO DRAWING C505 FOR

HEADWALL AND PROTECTION DETAIL

IL 129.86

IL 129.87

TIE INTO EXISTING

ROAD BATTER

2x450x600 RCBC. GRADE AS

PER EXISTING TABLE DRAIN

PROVIDED BY THE KC30

PROJECT.

SQUADRON OPERATIONS BUILDING

FFL 131.0m

WESTERN ACCESS ROAD

TABLE DRAIN

FINISHED SURFACEFINISHED SURFACE

CHAINAGE

EXISTING SURFACE

DEPTH TO INVERT

FINISHED SURFACE

DEPTH TO INVERT

FINISHED SURFACE

PIPE INVERT LEVEL

C-124

C044138No.

C-131

0.0

0.2

-0

.16

0.4

1.6

0.5

0.1

0.4

3.1

0.5

0.1

0.4

.19

0.7

0.2

0.4

.34

0.9

0.4

0.4

.00

1.0

0.4

0.5

.00

1.0

0.6

0.3

.76

1.0

0.6

0.3

.38

0.9

0.5

0.3

.00

0.6

0.3

0.2

.31

0.4

0.1

0.2

.99

0.1

-0

.16

0.3

CHAINAGE

DESIGN SURFACE LEVEL

LEVEL DIFFERENCE

CUT - / FILL +

EXISTING SURFACE LEVEL

DATUM RL. 128.00

0.0

0.3

0.1

0.2

4.1

0.9

0.6

0.2

6.9

0.9

0.5

0.3

.00

1.0

0.4

0.5

.02

1.0

0.4

0.5

.59

0.9

0.3

0.5

.22

0.5

-0

.10

0.6

.00

0.4

-0

.16

0.6

.09

0.4

-0

.20

0.6

.19

9.8

-0

.72

0.5

.19

9.8

-0

.70

0.5

.73

0.6

0.2

0.4

.00

0.9

0.5

0.3

.73

1.3

0.9

0.3

CHAINAGE

DESIGN SURFACE LEVEL

LEVEL DIFFERENCE

CUT - / FILL +

EXISTING SURFACE LEVEL

DATUM RL. 128.00

C-301

C044138No.

MATCH INTO

EXISTING

1:6 1.5%

1:6

REFER TO STRUCTURAL DRAWINGS

FOR BUILDING DETAILS

FFL = 131.0m 2.5%

MATCH INTO

EXISTING

1:6 1.5%

DESIGN SURFACE

EXISTING SURFACE

2.5%

REFER TO STRUCTURAL DRAWINGS

FOR BUILDING DETAILS

FFL = 131.0m

MATCH INTO

EXISTING

MATCH INTO

EXISTING2.5%

0.5%

0.5%

0.5%

0.5% 1.5%

1.5% 1:6

DESIGN SURFACE

EXISTING SURFACE

AIRSIDE FENCE

RAISED KERB ONLY

100mm TOPSOIL

AND GRASS

CLEARED AREAS.

RAISED KERB ONLY

100mm TOPSOIL

AND GRASS

CLEARED AREAS.

100mm TOPSOIL AND

GRASS CLEARED AREAS.

C-311

C044138No.

N.S.L

MATCH TO

EXISTING

SPRAYABLE EROSION

CONTROL BLANKET

R15mm R15mm

SETOUT POINT

100mm TOPSOIL

GENERALL FILL

ED

GE

O F

EX

IS

TI

NG

PA

VE

ME

NT

SA

W

CU

T

CUTBACK INITIAL SEAL

30mm AC10 TYPE 2 (C320)

WEARING COURSE

220mm TYPE 2 BASE

BASE COARSE COMPACTED TO

100% MMDD, MIN 80 CBR

300mm TYPE 3 SUBBASE

COMPACTED TO 95% MMDD, MIN

30 CBR

SUBGRADE CBR 3. REFER TO

SITE PREPARATION NOTES

NEW PAVEMENT

NEW PAVEMENT

NEW PAVEMENT

EXISTING SUBGRADE

NEW PAVEMENT

EXISTING PAVEMENT

GENERAL FILL VARIES

SUBGRADE REFER TO

DRG. 12711134-G001

SITE PREPARATION NOTES

SELECT FILL AS PER SITE

PREPARATION NOTES.

C-501

SETOUT POINT

SE

T

OU

T

LIN

E

FSL

CONCRETE SLAB

WHEELSTOP COMPLIANT

TO AS2890.1

FIX M12x300mm BITUMEN

SPIKES

NOTE:

CONTRACTOR TO VERIFY ALL INVERT LEVELS, SURFACE LEVELS,

CLEARANCES AND COVERS ARE CORRECT AND TO BE OBTAINABLE BEFORE

COMMENCEMENT OF ANY WORKS. ALL UNDERGROUND SERVICES SHOWN ON

THESE PLANS ARE INDICATIVE ONLY AND HAVE BEEN PLOTTED FROM THE

RELEVANT AUTHORITIES RECORDS. SERVICES NOT SHOWN ON THESE PLANS

MAY EXIST. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ON SITE

THE LOCATION OF ALL UNDERGROUND SERVICES PRIOR TO CONSTRUCTION.

THE CONTRACTOR IS LIABLE FOR ANY DAMAGE TO ANY UNDERGROUND

SERVICE.

SIGNAGE AND LINEMARKING NOTES

1. ALL LINEMARKING AND SIGNAGE SHALL BE IN ACCORDANCE WITH AS1742, 1743

AND 2890 AND THE NORTHERN TERRITORY DEPARTMENT OF INFRASTRUCTURE

AND PLANNING STANDARDS

2. ALL LINES ARE WHITE EXCEPT FOR NO STANDING AREAS WHICH ARE MARKED

WITH A SINGLE YELLOW LINE

3. LINE DESCRIPTIONS CONFORM WITH AS1742. DESCRIPTIONS IN BRACKETS

CONFORM WITH TERMINOLOGY USED IN NORTHERN TERRITORY DEPARTMENT

OF INFRASTRUCTURE AND PLANNING STANDARDS

4. THE CONTRACTOR IS TO DEVELOP A SITE SPECIFIC EROSION AND SEDIMENT

CONTROL PLAN IN ACCORDANCE WITH CURRENT COUNCIL AND STATE

GOVERNMENT POLICIES

LANE LINE (SPECIAL

PURPOSE) (ELL)

CONTINUITY LINE (CL)

GIVE WAY LINE

(GWL)

LINEMARKING LEGEND

STOP LINE (SL)

SEPARATION LINE (SL)

EDGE LINE (EL)

CHEVRON MARKING OUT

LINE (LO)

PEDESTRIAN CROSSING

REFER FIGURE 1 AS 1742.10 AND

SECTION 6.5

NOT TO SCALE

KE

RB

LI

NE

/ E

DG

E

OF

P

AV

EM

EN

T

NOTE:

ERECT AND FIX SIGN IN ACCORDANCE WITH SIGN

MANUFACTURERS REQUIREMENTS AND TO AS1742 SETOUT

FOOTING

C-502

C044138No.

NOTE:

1. INCREASE FOOTING DIMENSION TO 450 Ø x 1200 DEEP WITHIN

0-5000 OF FENCE END

NOTE:

1.GATE TO BE IN ACCORDANCE WITH AS1725.

S

E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)

S

E(LV) E(LV) E(LV) E(LV) E(LV) E(LV)

FI

.300 dia

C-503

C044138No.

INDICATIVE LOCATION OF CONNECTION POINT

TO EXISTING AIRSIDE FENCE. CONFIRM

ALIGNMENT ON SITE.

TEMPORARY AIRSIDE

FENCE TO BE REMOVED

FOLLOWING NEW FENCE

CONSTRUCTION.

INDICATIVE LOCATION OF CONNECTION POINT

TO EXISTING AIRSIDE FENCE. CONFIRM

ALIGNMENT ON SITE.

KERBINGKERBING

FOOTPATH

CROSSFALL

CJ

C-504

C044138No.

GROUND LEVEL

WRAP UNDERGROUND

PIPEWORK IN DENSO TAPE

TABLE 'E' STEEL FLANGE

TABLE 'E' DICL FLANGE

(SPECIAL ORDER)

SELECTED COMPACTED GRAVEL FILL

10mm CLOSED CELL LAGGING

DN100, ASTM A53 SEAMLESS, SCHEDULE 40,

GALVANISED STEEL PIPE

FABRICATE PILLAR IN ACCORDANCE WITH AS 4041

TO TEST PRESSURE OF A MINIMUM 2100 KPA

Ø65 MILL COCK WITH BRASS

CAP AND CHAIN. THREAD TO

SUIT ATTENDING AUTHORITY

CONCRETE

THRUST BLOCK 20mPa

APPROVED SQUARE CONCRETE MARGIN

BLOCKS. 450X450X450

CONCRETE FINISH 25mm

ABOVE FINISHED LEVEL

C-505

C044138No.

C-507

C-508

A-001

GENERAL NOTES

BUILDING DESCRIPTION

ADMINISTRATIVE, MISSION BRIEFING/DEBRIEFING

636 SQM.

14 WORKSTATIONS (EXCLUDES MISSION PLANNING AND BRIEFING SPACES)

C

CF3 - SUPPORT ASSET PERFORMING A CAPABILITY SUPPORT FUNCTION

NCC BUILDING CLASSIFICATION

FLOOR AREA

NO OF STOREYS

USE

NCC TYPE OF CONSTRUCTION

POPULATION

NCC IMPORTANCE LEVEL

NCC CLIMATE ZONE

CONTRIBUTION FACTOR

FINAL DESIGN SUBMITTAL

RO C A A

N

4-30-23

T

C

Exp.

DERE RA

I G

R E

O J

G S T

UAM

No.

C

E O

H I T EC

T

OE

I H

E

IT

S N

F

T

I

DAI

T

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IIIIIIIIIIIII

G

E

G

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS T

UAMAA

H I T EC

ELEVATION/DATUM

A1 A-000

A-000 A1 A1

A-000

A-000 A1

TN

PLAN

NORTH

W E

S

N

A-000

AFF

101A

L01

ALPHA/NUMERIC

PLAN IDENTIFICATION

ON GRID SYSTEM

TRUE NORTH

INDICATOR

ALPHA/NUMERIC

IDENTIFICATION

SHEET NUMBER

WHERE DRAWN

ALPHA/NUMERIC

IDENTIFICATION

ALPHA/NUMERIC

IDENTIFICATION

ELEVATION

LETTER

PLAN/ DETAIL/SECTION/

ELEVATION TITLE

SECTION INDICATOR:

PARTIAL BUILDING

SECTION INDICATOR:

FULL BUILDING

ELEVATION INDICATOR:

EXTERIOR

ROOM NAME/

NUMBER TAG

DOOR TAG

NORTH ARROW

SYMBOL

TN

PLAN

NORTH

PLAN NORTH

ARROW

ELEVATION INDICATOR:

INTERIOR (MULTIPLE

VIEWS)

W E

S

N

A-000

1 ELEVATION INDICATOR:

INTERIOR (MULTIPLE

VIEWS)

ELEVATION LETTER

SHEET NUMBER

WHERE DRAWN

ALPHA/NUMERIC

IDENTIFICATION

LOUVER TAG

ROOM

NAME

GRAPHIC SCALE

DETAIL INDICATOR

A1 A-000

SHEET NUMBER

WHERE DRAWN

SHEET NUMBER

WHERE DRAWN

SHEET NUMBER

WHERE DRAWN

DWG NO WHERE

REFERENCE

A1PLAN OR DETAIL

A-0001/4" = 1'-0"

A

A1 A-000

A1 A-000

GRID LINES / BUBBLE

REFERENCE SYMBOLS

CONTRACTOR TO PROVIDE SAMPLE MATERIAL FINISHES FOR APPROVAL.

PROVIDE SEC ENDORSED TAMPER RESISTANT FASTENERS FOR ALL WALLS, ROOF AND ALL EXPOSED

ACCESSORIES OF THE FACILITY.

ALL WORKS SHALL BE PERFORMED IN ACCORDANCE WITH STANDARDS OF BEST PRACTICE BY WORKERS

SKILLED IN THEIR RESPECTIVE TRADES.

THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT AND OBLIGATES HIMSELF TO ANY JOB

EXPENSE, REAL OR IMPLIED ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON.

THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL, ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL FURNISH ALL ITEMS

REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF WORK.

5.

7.

4.

6.

3.

1.

2.

ALL WORKS MUST CONFORM TO THE REQUIREMENTS OF NCC, AS1428 AND APPLICABLE REGULATORY

AGENCIES HAVING JURISDICTION.

ALL FASTENERS AND CONNECTORS SHALL BE SUITABLE FOR THE CLIMATIC CONDITIONS FOR TINDAL.

CONTRACTOR TO PROVIDE FIRE HAZARD PROPERTIES FOR WALL/FLOOR LININGS IN ACCORDANCE WITH C1.10

8.

ENSURE DISCHARGE FROM EXITS COMPLY WITH D1.10

9.

DISABLE ACCESS TO BE PROVIDED FROM A COMPLIANT DISABLED CAR PARK TO THE PRINCIPAL PEDESTRIAN

ENTRANCE AND THROUGHOUT THE RELEVANT AREAS IN THE BUILDING.

10.

OCCUPANCY LOADING - THE NUMBER OF FACILITIES PROVIDED IN THE BUILDING IS BASED ON 14 OFFICE

STAFF.

11.

ALL DOOR HARDWARE TO BE COMPLIANT HARDWARE FOR BCA ACCESS, MFPE, SECURITY AND AS 1428.

12.

FINAL EMERGENCY LIGHTING AND EXIT SIGNS TO COMPLY WITH NCC PART E4, REFER TO ENGINEERING

DESIGN DRAWINGS FOR DESIGN PERFORMANCE DETAILS.

13.

FIRE EXTINGUISHERS TO BE PROVIDED. REFER TO ENGINEERING DRAWINGS.

14.

DATA SHEET FOR FINAL EXTERNAL WALLS SELECTION TO BE PROVIDED AND CONTRACTORS PERFORMANCE

SOLUTION REPORT TO BE ISSUED FOR THE WEATHERPROOFING OF EXTERNAL WALLS.

15.

ACCU AIR CONDITIONING CONDENSER UNIT

ALUM ALUMINUM

BLDG BUILDING

BOTT BOTTOM

CONC CONCRETE

CONT CONTINUE

C CENTER

CLR CLEAR

DBL DOUBLE

DET DETAIL

FFE FINISH FLORR ELEVATION

Ø DIAMETER

DWGS DRAWINGS

E EAST

ELECT ELECTRICAL

EQUIPT EQUIPMENT

FLR FLOOR

FIN FINISH

FTG FOOTING

GALV GALVANIZE

GEN GENERATOR

GSF GROSS SQUARE FEET

HORIZ HORIZONTAL

INT INTERIOR

L ANGLE

MECH MECHANICAL

MTD MOUNTED

N NORTH

PT PAINT

REFER REFERENCE

S SOUTH

S- SLOPE

SAD SUPPLY AIR DIFFUSSER

SCHED SCHEDULE

SF SQUARE FOOT

SSTL STAINLESS STEEL

STL STEEL

STRUCT STRUCTURAL

THK THICK

TYP TYPICAL

VAR VARIES

VERT VERTICAL

W WIDTH, WEST

W/ WITH

ABBREVIATIONS

ALL SECURITY FITTINGS AND DEVICES TO BE SEC APPROVED AND SELECTED FROM THE SEEPL (SECURITY

EQUIPMENT EVALUATED PRODUCT LIST)

17. THE CONTRACTOR MUST VERIFY FINISH SELECTION OF EXTERIOR AND INTERIOR FINISHES WITH THE

CONTRACTING OFFICER, I.E. WALL/CEILING/ROOF/FLOOR TEXTURES AND COLORS.

16.

THESE DRAWINGS ARE TO BE COORDINATED WITH THE SPECIFICATIONS. REFER TO SPECIFICATIONS FOR PRODUCT GENERAL REQUIREMENTS, METHODS OF INSTALLATION, AND QUALITY OF WORKMANSHIP.

18.

1 8

B

F

A

VESTIBULE

GF-002

HALLWAY 1

GF-024

HALLWAY 2

GF-026

OPS DESK

GF-025

MALE

GF-005

FEMALE

GF-006

CLNR

GF-027

PWD

GF-028

BREAK

ROOM

GF-008

VESTIBULE

GF-010

OPS CO 1

GF-004

OPS CO 2

GF-003

GENERAL ADMIN

SUPPORT 1

GF-011

GENERAL ADMIN

SUPPORT OFFICE 2

GF-029

GENERAL ADMIN SUPP

SHARED OFFICE 3

GF-012

LSE

GF-014

SECURED

VESTIBULE

GF-034

HALLWAY 3

GF-033

MISSION

PLANNING 1

GF-017

MISSION

PLANNING 2

GF-018

CREW

MEETING 2

GF-031

CREW

MEETING 1

GF-016

DUTY OFFICER

GF-032CREW

MEETING 4

GF-020

CREW

MEETING 3

GF-019

MASS BRIEFING 2

GF-022

MASS BRIEFING 1

GF-023

MECHANICAL

ROOM

GF-007

ELECTRICAL

GF-015 MSB

MDB

LIGHTING

DB

UPS

RACK 1

AUS

SEC

FCU

ACCU

WATER

HEATER

HYDRO

PNEUMATIC

TANK

TEF /

COMMS

GF-030

MSB

DB-TEF

FDFD

ROOF LINE

DDCHB

HB

ACCU

RACK 2

USAF

RACK 1

USAF

CHAINLINK FENCE,

SEE CIVIL DWGS

CONCRETE PAD,

SEE CIVIL DWGS

CONCRETE

WALKWAY, SEE

CIVIL DWGS

FE1

FE1

FE1

FE1

FE1

FE1

FDIC

BUS DROP-OFF ZONE,

SEE CIVIL DWGS

COMMS PAD,

SEE CIVIL DWGS

CHEVRON MARKING,

SEE CIVIL DWGS

AC PAVEMENT,

SEE CIVIL DWGS

GRASSED AREA,

SEE CIVIL DWGS

GRASSED AREA,

SEE CIVIL DWGS

ACCU

ACCU DOAS

SECURED

VESTIBULE

GF-021

024A

024B

005 027 028 006 008

034033A

017A

017B 031A

033B

016019

020A

031B

020B

022A

022B

003 004A 004B

005 006

L006 L007

008A

008B

011A011B012014

3A

3A

3C 3C

3B3C

3C 3C 3C

3C

3B

5 3

2 3 4 5 6 7

34990

4628 4533 4533 3470 5730 6610 5485

246019301095

C

D

E

34990

4628 4533 4533 3470 5730 6610 5485

A5

A-401

CONCRETE SPLASH BLOCK,

TYPICAL, SEE A1

A-802

C5 A-701

B5 A-701

COUNTER, SEE

65 9001100

CG

CG

1000 4250

22003661128

A5 A-701

1600 175

00CG

CG

CG

2364172742241600

CG

CG

530 530

3050 920

190 4210 228 1075 1572 1885 2390 2364

E

N

A-401 D1

ACCU

RAMP, SEE CIVIL DWGS

3D

5A

CG CG

CG CG

CG

CG

GF-X001

COVERED ENTRY

GF-X009

COVERED ENTRY 2

GF-X013

ENCLOSURE

MECHANICAL

FD FD

FD FS

FD

3740 10050 3184 568 2200 1740 1306 1000 2542 1720 96 1000 507 294 1000 1000 1000 590

2340 3020 3475

1036 1000 600 1000 600 100010341930

43154315

GF-X009

COVERED ENTRY 2

FINAL DESIGN SUBMITTAL

RO C A A

N

4-30-23

T

C

Exp.

DERE RA

I G

R E

O J

G S T

UAM

No.

C

E O

H I T EC

T

OE

I H

E

IT

S N

F

T

I

DAI

T

C DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDEEEEEEEEEEEEEEEEEERRE RAAAAAAAAAAAAAAAAAAAAAAAA

IIIIIIIIIIIII

G

E

G

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS T

UAMAA

H I T EC

A1FLOOR PLAN

SCALE: 1:75

LEGEND:

A-101

GRAPHIC SCALE

150 SERIES CMU WALL

GYPSUM WALL BOARD ON METAL STUD

SECURE AREA (ZONE 4)

TN

PLAN

NORTH

200 SERIES CMU WALL WITH

135mm THK INSULATED METAL WALL

PANEL ON EXTERIOR

SHEET LINED FURRING WALL ON

200 OR 150 SERIES CMU WALL

200 SERIES CMU WALL

FE1 WALL MOUNTED HOOK TYPE,

NO CABINET FIRE EXTINGUISHER,

SEE FIRE PROTECTION DWGS

STEEL COLUMN, SEE STRUCTURAL

NOTES:

1. REFER TO SHEET A-501 FOR WALL TYPE DETAILS

2. REFER TO I-101 FOR FURNITURE AND EQUIPMENT

PLAN/SCHEDULE.

3. DIMENSION ON INTERIOR WALLS ARE TO CENTER

OF WALL UNLESS NOTED OTHERWISE.

4. PROVIDE 50mm RECESSED FLOOR AT WET AREAS, SEE STRUCTURAL DRAWINGS.

FHR FIRE HOSE REELS,

SEE FIRE PROTECTION DWGS

# WALL TYPE TAG, SEE TYPES ON A-502

DOOR TAG, SEE DOOR SCHEDULE &

TYPES ON SHEET A-601

WINDOW TAG, SEE WINDOW SCHEDULE

& TYPES ON SHEET A-601

CHANGE IN FINISH FLOOR ELEVATION,

SEE DETAIL B5/A-801

CORNER GUARD, SEE LIST OF

MATERIALS ON SHEET A-601

CG

VESTIBULE

GF-002

HALLWAY 1

GF-024

HALLWAY 2

GF-026

OPS DESK

GF-025

MALE

GF-005 FEMALE

GF-006

CLNR

GF-027

PWD

GF-028

BREAK

ROOM

GF-008

VESTIBULE

GF-010

OPS CO 1

GF-004OPS CO 2

GF-003

GENERAL ADMIN

SUPPORT 1

GF-011

GENERAL ADMIN

SUPPORT OFFICE 2

GF-029

GENERAL ADMIN SUPP

SHARED OFFICE 3

GF-012

LSE

GF-014

SECURED

VESTIBULE

GF-034

HALLWAY 3

GF-033

MISSION

PLANNING 1

GF-017

MISSION

PLANNING 2

GF-018

CREW

MEETING 2

GF-031

CREW

MEETING 1

GF-016

DUTY OFFICER

GF-032

CREW

MEETING 4

GF-020

CREW

MEETING 3

GF-019

MASS BRIEFING 2

GF-022

MASS BRIEFING 1

GF-023

MECHANICAL

ROOM

GF-007

TEF /

COMMS

GF-030

ROOF LINE

ELECTRICAL

GF-015

SECURED

VESTIBULE

GF-021

82 3 4 5 6 7

34990

4628 4533 4533 3470 5730 6610 5486

34990

4628 4533 4533 3470 5730 6610 5486

190190

896 4590

B

A4 A-802

C4 A-802

B5 A-802

ACCESS PANEL,

SEE

D3 A-802

D5 A-801

D5 A-801

D5 A-801

D5 A-801

PRESSED STEEL GUTTER,

TYPICAL, SEE C1

A-802

A

C

D

E

F

D4 A-802

B4 A-802

1662 400 2471

3992 675

653 1147 1361

EQ

EQ 89

448448 550 1000 1000 1000 475

0 1030

825 1800 1800

286 8630

610 967 634

1307 517

6511840

6051017524

45 670

1409136546

415610 6301140

1024 43

825 825

1853 2462 2462

FINAL DESIGN SUBMITTAL

RO C A A

N

4-30-23

T

C

Exp.

DERE RA

I G

R E

O J

G S T

UAM

No.

C

E O

H I T EC

T

OE

I H

E

IT

S N

F

T

I

DAI

T

C DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDEEEEEEEEEEEEEEEEEERRE RAAAAAAAAAAAAAAAAAAAAAAAA

IIIIIIIIIIIII

G

E

G

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS T

UAMAA

H I T EC

A1REFLECTED CEILING PLAN

SCALE: 1:75

A-102

GRAPHIC SCALE

TN

PLAN

NORTH

LEGEND:

600mm x 1200mm ACOUSTICAL CEILING TILE

SEE DETAIL C5 & D3/A-802

13mm THK PLASTERBOARD CEILING, FULLY TAPED AND SET, PAINT FINISH, USE WATER-RESISTANT ON WET AREAS;

SEE D4/A-802

LIGHT FIXTURE,

SEE ELECTRICAL

SUPPLY AIR REGISTER,

SEE MECHANICAL

EXHAUST AIR REGISTER,

SEE MECHANICAL

EXIT SIGN LIGHT,

SEE ELECTRICAL

600mm x 600mm ACCESS PANEL, SEE B5/A-802 FOR DETAILS

0.42 BMT MINI ORB LINING, PRE-FINISHED,

OFF-WHITE

NOTE:

1. SEE SHEET A-601 FOR CEILING HEIGHT AND FINISHES

RETURN AIR REGISTER,

SEE MECHANICAL

SECURE AREA (ZONE 4)

A

ROOF LINE

0°

S

LO

PE

0° S

LO

PE

6° SLOPE

RD RD

RD

RD

6° SLOPE

82 3 4 5 6 7 34990

190 4533 4533 286 5446 6610 54853184 284

ENTRANCE CANOPY WITH

PRESSED STEEL GUTTER

ROOF DRAIN (RD)/GUTTER

SEE C1

A-802

ENTRANCE CANOPY

WITH PRESSED

STEEL GUTTER

34990

4628 4533 4533 3470 5730 6610 5486 190190

D2 A-802

C2 A-802

B

C

D

E

F

D1 A-802

D1 A-802

ROOF MOUNTED LADDER

SUPPORT

AIR TERMINAL, TYPICAL,

SEE ELECTRICAL DWGS

10000 100005124 5124 5124

TYPICAL T

O 4

FALL ARREST ANCHOR,

TYPICAL, SEE

C2 A-701

FRP CATWALK

VTR WITH BACK PAN, SEE

PLUMBING DWGS

B4 P-501

FINAL DESIGN SUBMITTAL

RO C A A

N

4-30-23

T

C

Exp.

DERE RA

I G

R E

O J

G S T

UAM

No.

C

E O

H I T EC

T

OE

I H

E

IT

S N

F

T

I

DAI

T

C DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDEEEEEEEEEEEEEEEEEERRE RAAAAAAAAAAAAAAAAAAAAAAAA

IIIIIIIIIIIII

G

E

G

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS T

UAMAA

H I T EC

A1ROOF PLAN

SCALE: 1:75

A-103

GRAPHIC SCALE

TN

PLAN

NORTH

GF-002

HALLWAY 1

GF-024

HALLWAY 2

GF-026

OPS DESK

GF-025

MALE

GF-005

FEMALE

GF-006

CLEANERS

GF-027

PWD

GF-028

BREAK

ROOM

GF-008

VESTIBULE

GF-010

OPS CO 1

GF-004

OPS CO 2

GF-003

GENERAL ADMIN

SUPPORT 1

GF-011

GENERAL ADMIN

SUPPORT OFFICE 2

GF-029

GENERAL ADMIN SUPP

SHARED OFFICE 3

GF-012

LSE

GF-014

SECURED

VESTIBULE

GF-034

HALLWAY 3

GF-033

MISSION

PLANNING 1

GF-017

MISSION

PLANNING 2

GF-018

CREW

MEETING 2

GF-031

CREW

MEETING 1

GF-016

DUTY OFFICER

GF-032CREW

MEETING 4

GF-020

CREW

MEETING 3

GF-019

MASS BRIEFING 2

GF-022

MASS BRIEFING 1

GF-023

MECHANICAL

ROOM

GF-007

ELECTRICAL

GF-015

TEF /

COMMS

GF-030

VESTIBULE

GF-021

ROOM

NUMBER

ROOM

DESCRIPTION

SIGN

TYPE MOUNTING LOCATION

SIGNAGE SCHEDULE

MESSAGE TEXT

01A 01A

03 03 04 03

02 02

01A

01A

01A

01A

01A

01A

01A

01A

01A

01A

01A 01A

06 06

OPS CO 1

MALE TOILET

FEMALE TOILET

OPS CO 2

CLEANERS

PWD

BREAK ROOM

GENERAL ADMIN SUPPORT 1

GENERAL ADMIN SUPPORT OFFICE 2

LSE

ELECTRICAL ROOM

MISSION PLANNING 2

GENERAL ADMIN SUPP SHARED OFFICE 3

SECURED VESTIBULE

MISSION PLANNING 1

CREW MEETING 2

TEF / COMMS

CREW MEETING 3

MASS BRIEFING 1

CREW MEETING 1

CREW MEETING 4

MASS BRIEFING 2

GF-003

GF-005

GF-027

GF-004

GF-028

GF-006

GF-008

GF-011

GF-012

GF-014

GF-034

GF-017

GF-031

GF-030

GF-016

GF-018

GF-020

GF-019

GF-022

GF-023

GF-007

GF-015

GF-029

MECHANICAL ROOM

01A OPERATIONS C01

01A OPERATIONS C02

03 MALE TOILET & AMBULANT

01 CLEANERS

04 UNISEX TOILET

03 FEMALE TOILET & AMBULANT

01A BREAK ROOM

01A ADMIN SUPPORT

01A ADMIN SUPPORT OFFICE

01A ADMIN SUPPORT SHARED OFFICE

01A LIFE SUPPORT EQUIPMENT

01A SECURED VESTIBULE

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

CENTER OF DOOR

CENTER OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

01A MISSION PLANNING 1 LATCH SIDE OF DOOR

01A CREW MEETING 2 LATCH SIDE OF DOOR

01A CREW MEETING 1

01A CREW MEETING 4

01A CREW MEETING 3

01A MISSION PLANNING 2

01 TEF / COMMS

01A MASS BRIEFING 2

01A MASS BRIEFING 1

01A MECHANICAL ROOM

01A ELECTRICAL ROOM

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

LATCH SIDE OF DOOR

09 10

FINAL DESIGN SUBMITTAL

RO C A A

N

4-30-23

T

C

Exp.

DERE RA

I G

R E

O J

G S T

UAM

No.

C

E O

H I T EC

T

OE

I H

E

IT

S N

F

T

I

DAI

T

C DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDEEEEEEEEEEEEEEEEEERRE RAAAAAAAAAAAAAAAAAAAAAAAA

IIIIIIIIIIIII

G

E

G

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS T

UAMAA

H I T EC

A1SIGNAGE PLAN

SCALE: 1:75

A-104

GRAPHIC SCALE

TN

PLAN

NORTH

NOTES:

1. REFER TO SHEET A-601 FOR INTERIOR SIGNAGE TYPES.

2. SEE TECHNICAL SPECS 10 14 00.20 FOR INTERIOR SINGAGE AND

TECHNICAL SPECS 10 14 10.10 FOR EXTERIOR SIGNAGE SPECIFICATIONS.

3. FINAL NAMING TO BE CONFIRMED BY CONTRACTOR VIA SHOP DRAWINGS.

FFE

INSULATED METAL

ROOF PANEL, C1

INSULATED METAL WALL PANEL

ON FURRING CHANNELS, C2

140mm THK COLOURED

MASONRY BLOCKS WITH

CLEAR SEALER, C3

TOP OF ROOF TRUSS

TOP OF BOND BEAM

FCL50

PRESSED STEEL GUTTER,

TYPICAL

LIGHT FIXTURE, TYPICAL,

SEE ELEC DWGS

F

INSULATED METAL

ROOF PANEL, C1

INSULATED METAL WALL PANEL

ON FURRING CHANNELS, C2

140mm THK COLOURED MASONRY

BLOCKS WITH CLEAR SEALER, C3

A

FFL

ROOF TRUSS

TOP OF

LIGHT FIXTURE, TYPICAL,

SEE ELEC DWGS

F

FFL

INSULATED METAL WALL PANEL

ON FURRING CHANNELS, C2

140mm THK COLOURED MASONRY

BLOCKS WITH CLEAR SEALER, C3

PRESSED STEEL GUTTER,

TYPICAL

ROOF TRUSS

TOP OF

A

FFL

INSULATED METAL

ROOF PANEL, C1

INSULATED METAL WALL PANEL

ON FURRING CHANNELS, C2

140mm THK COLOURED MASONRY

BLOCKS WITH CLEAR SEALER, C3

TOP OF ROOF TRUSS

TOP OF BOND BEAM

FCL50

8 234567

12 3 4 5 6 7

C D EB CDE B

007 006 005 004B 004A 003 002

EXHAUST LOUVER, SEE

MECH DWGS C1

A-802

015 014 012 011B 011A

MECHANICAL PLANT AND

CONCRETE PLINTH, SEE

MECHANICAL DWGS

FLASHING, TYPICAL, SEE B2

A-802

DUCT PENETRATION,

SEE MECH DWGS

DOAS, SEE MECH

DRAWINGS

OUTLINE OF CHAINLINK

FENCE, SEE CIVIL DWGS

DUCT PENETRATION,

SEE MECH DWGS

C1 A-802

010 008A008B

DOWN PIPE, TYPICAL, SEE B1

A-802

EXHAUST LOUVER,

SEE MECHANICAL

DWGS

BOND BEAM

FCL50

TY

PI

CA

L

ROOF MOUNTED LADDER

BRACKET

FRP CATWALK

BUILDING ELEVATION D1

BUILDING ELEVATION C1

BUILDING ELEVATION A1 BUILDING ELEVATION A3

A-201

GRAPHIC SCALE

FINAL DESIGN SUBMITTAL

RO C A A

N

4-30-23

T

C

Exp.

DERE RA

I G

R E

O J

G S T

UAM

No.

C

E O

H I T EC

T

OE

I H

E

IT

S N

F

T

I

DAI

T

C

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDEEEEEEEEEEEEEEEEERRE RRRRRAAAAAAAAAAAAAAAAA

IIIIIIIIIIIIIIII

G

E

G

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS T

UAM

H I T EC

C1

C2

COLOR

SYMBOLS MATERIAL DESCRIPTION LOCATION

C3

INSULATED METAL ROOF

PANEL INCLUDING

UNDERSIDE OF ROOF

OVERHANG AND

ACCESSORIES

INSULATED METAL WALL

PANEL AND ACCESSORIES

COLOURED MASONRY

BLOCKS

DOOR & TRIM,

STEEL COLUMN AT

LOWER ROOF

PT-1

RAL 080 70 05 BS 10A05, GOOSEWING

GREY, FACTORY FINISH PAINT

RAL 9002, GREY WHITE, FACTORY

FINISH PAINT

CARBON

DULUX, STEPNEY

EXTERIOR COLOR SCHEDULE

GUTTER,

DOWNPIPE AND

ACCESORIES

PT-2 COLORBOND, SHALE GREY

GF-033

HALLWAY 3

GF-034

VESTIBULE

SECURED

GF-024

HALLWAY 1

GF-026

HALLWAY 2

GF-010

VESTIBULE

GF-021

VESTIBULE

SECURED

INSULATED METAL

ROOF PANEL

ROOF FRAMING,

SEE STRUCTURAL

DRAWINGS

FFL

TOP OF ROOF TRUSS

TOP OF BOND BEAM

FCL50

6°

2 3 4 5 6 7

022A 023 005 027 028 006 008

10°

FFL

TOP OF ROOF TRUSS

GF-016

MEETING 1

CREW

GF-031

MEETING 2

CREW

GF-002

VESTIBULE

GF-024

HALLWAY

GF-025

DESK

OPS

INSULATED METAL

ROOF PANEL

ROOF FRAMING,

SEE STRUCTURAL

DRAWINGS

TOP OF BOND BEAM

6°

OPERABLE PARTITION

TRACK

BA

FCL50

FEDC

A3 A-501

D5 A-801

FINAL DESIGN SUBMITTAL

RO C A A

N

4-30-23

T

C

Exp.

DERE RA

I G

R E

O J

G S T

UAM

No.

C

E O

H I T EC

T

OE

I H

E

IT

S N

F

T

I

DAI

T

C

DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDEEEEEEEEEEEEEEEEERRE RRRRRAAAAAAAAAAAAAAAAA

IIIIIIIIIIIIIIII

G

E

G

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS T

UAM

H I T EC

BUILDING SECTION C1

BUILDING SECTION A1

A-301

GRAPHIC SCALE

WC

WC

AMB

SHOWER

URINAL

CEILING LN

FFL

CEILING LN

ELEVATION S ELEVATION W ELEVATION N

ELEVATION N

FD

ELEVATION NELEVATION E

A-701 A4

A-701 A3

CEILING LN

J

G AJ

K FL F

W3A - WALL TILE, TYPICAL

F

C B2

SKIRTING PER

SCHEDULE

WINDOW, TYPICAL

L

CLEANERS SINK

8501000

H

850850850850

SPACE FOR

REFRIGERATOR

N

ELEVATION E

M

W3 - WALL TILE

W4A - ACCENT

WALL TILE

W3A - WALL TILE,

TYPICAL

008A 008B

WINDOW ROLLER

SHADE

E

PLASTER BOARD

BULKHEAD

A-701 A2

CLMALE

GF-005 FEMALE

GF-006

CLEANERS

GF-027

PWD

GF-028

FD FD

FD

FD

600 600 2110 140 2150 600 600

100 1015 1015 1015 1001014

140 1220 140 1200 140 2370 140 1210 140

S

N

A-401

B1 EA-401

B1

CEILING LN

FFL

ELEVATION S

J

G

CL

ELEVATION N

F

ELEVATION E GJ

KL

D

F

A

W4 - ACCENT

WALL TILE

D1

I

H

E

W3A - WALL TILE, TYPICAL W3 - WALL

TILE, TYPICAL

S

N

A-401 A1W A-401 A1

WC

AMB

FD

SHOWER

EA-401

S

N

A-401 C1

CEILING LN

FFL

ELEVATION SELEVATION N ELEVATION E

B1

A1

G1

J

G1

K

L

CL

CL

E

O

W3A - WALL TILE

E

N

A-401 C3

CG

CG CG

CG

FD

FD

AP

ACCESS PANEL, COORDINATE EXACT

LOCATION WITH PLUMBING DWGS

A-401 D4

OUTLINE OF CHASE WALL

FOR PLUMBING

FFE

WALL MOUNTED

LAVATORY

150 SERIES WALL

WALL TILE PER SCHEDULE

9mm THK. FIBER CEMENT BOARD, SHEET JOINTED W/ WET AREA

BASECOAT & TAPE ON 64mm X

1.15 BMT STUDS

FLOOR TILE PER SCHEDULE

FINAL DESIGN SUBMITTAL

RO C A A

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S N

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G

E

G

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS T

UAMAA

H I T EC

A-401

A1FEMALE TOILET (GF-006) INTERIOR ELEVATIONS

SCALE: 1:50M

B1MALE TOILET (GF-005) INTERIOR ELEVATIONS

SCALE: 1:50M

C1PWD TOILET (GF-028) INTERIOR ELEVATIONS

SCALE: 1:50M C3CLEANERS (GF-027) INTERIOR ELEVATIONS

SCALE: 1:75M

D1BREAK ROOM (GF-008) INTERIOR ELEVATIONS

SCALE: 1:50M

D3ENLARGED WALL DETAIL

SCALE: 1:20M D4SECTION

SCALE: 1:20M

TN

PLAN

NORTH

A5ENLARGED PLAN

SCALE: 1:50M

GRAPHIC SCALE

NOTES:

2. REFER TO SHEET A-602 FOR FIXTURE MOUNTING

HEIGHT SCHEDULE.

1. REFER TO SHEET A-601 FOR SCHEDULE OF FINISHES

3. TOILET AREA, 1:100 SLOPE TO DRAIN

4. PROVIDE TILE TRIM ON OUTSIDE AND INSIDE CORNER

WHERE TILE OCCURS, REFER TO DETAIL A3 / A-802.

5. ALL FF&E PWD AMENITIES TO BE INSTALLED TO

AS1428.1

6. REFER TO PLUMBING DRAWINGS

FOR PLUMBING FIXTURES.

F

10°

FFL

T.O. BOND BEAM

FCL

200 SERIES CMU WALL;

5mm MAX IRONED JOINT

WITH PAINT FINISH

CEILING PER SCHEDULE

ROOF FRAMING, SEE

STRUCTURAL

FLOOR FINISH PER

SCHEDULE

SKIRTINGS PER

SCHEDULE

WIRE HANGER SUSPENDED

FROM Z-PURLIN ABOVE

150mm THK. x 1.15mm BMT STUDS @ 450mm O.C. MAX

200um MIN. FULL UNDERSLAB

TERMITE & MOISTURE

VAPOUR BARRIER

CONCRETE WALKWAY,

SEE CIVIL

150 SERIES COLOURED

MASONRY BLOCKS WITH

CLEAR SEALER

INSULATED METAL WALL

PANELS (R-5.73)

SLOPE

TOP HATS CHANNEL,

TYPICAL, SEE

STRUCTURAL DRAWINGS

1015185

GF-016

MEETING 1

CREW

FFL

CONCRETE WALKWAY,

SEE CIVIL DWGS

INSULATED METAL WALL

PANELS (R-5.73)

DOOR PER SCHEDULE

CEILING PER SCHEDULE

ROOF FRAMING, SEE

STRUCTURAL

GF-021

VESTIBULE

SECURED

T.O. BOND BEAM

@ HIGHEST POINT

T.O. ROOF TRUSS

SLOPE

ROOF FRAMING, SEE

STRUCTURAL

FCL

AP

PR

OX

6m m

H

IG

HE

R

FO

R

GR

OU

T

AN

D

BA

SE

P

LA

TE

WIRE HANGER

SUSPENDED FROM

Z-PURLIN ABOVE30mm CLOSED CELL EXTRUDED POLY-

STYRENE (XPS); R-VALUE 1.1

CONCRETE FOUNDATION, TYPICAL,

SEE STRUCTURAL DRAWINGS

TOP HAT CHANNELS,TYPICAL

SEE STRUCTURAL DRAWINGS

200um MIN. FULL UNDERSLAB

TERMITE & MOISTURE

VAPOUR BARRIER

6°

GF-002

VESTIBULE

6mm THK. PRE-FINISHED

MINI ORB LINING, WHITE

ROOF FRAMING, SEE

STRUCTURAL

INSULATED METAL ROOFING

PANEL

SPLASH BLOCK,

SEE

COLORBOND DOWN PIPE

WHERE OCCURS

STEEL COLUMN, SEE

STRUCTURAL DWGS

CONCRETE WALKWAY,

SEE CIVIL DWGS

SOFFIT PANEL

INSULATED METAL ROOFING

PANEL (R-5.73)

ROOF FRAMING, SEE STRUCTURAL

DRAWINGS

NOTE:

REFER TO CLADDING MANUFACTURER FOR

SPECIFIC INSTALLATION DETAIL.

BA

DOOR PER SCHEDULE

10°

GF-X001

ENTRY

COVERED

14kg/m3 ACOUSTIC

INSULATION

16mm Thk. PLYWOOD AND

ANTICON 2.0 INSULATION FIXED

TO 92mm x 1.15 BMT STUDS @450mm O.C. MAX

16mm Thk. PLYWOOD ON

CONT. ANGLE FIXED TO

PURLINS AND MASTIC BED W/

ANTICON 2.0

16mm Thk. PLYWOOD ON

CONT. ANGLE FIXED TO

PURLINS AND MASTIC BED W/

ANTICON 2.0

16mm Thk. PLYWOOD AND

ANTICON 2.0 INSULATION

FIXED TO 92mm x 1.15 BMT STUDS @450mm O.C. MAX

A4WALL SECTION

SCALE: 1:20M

GRAPHIC SCALE

A-501

FINAL DESIGN SUBMITTAL

RO C A A

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A3WALL SECTION

SCALE: 1:20MA1WALL SECTION

SCALE: 1:20M

NOTE:

1. CONTRACTOR MUST ENSURE THE CORRECT TYPE,

LAYERING, INSTALLATION AND INSULATION TYPE

TO AVOID CONDENSATION ISSUES IN THE NT.

WALL TYPE-5 A1 WALL TYPE-3 A4

WALL TYPE-2 (SECURE WORK AREA) C5

NON-SECURE AREA

BOND BEAM, SEE

STRUCTURAL

FLOOR FINISH, PER

SCHEDULE

SKIRTING, PER

SCHEDULE

INTERIOR

EXTERIOR

INSULATED METAL

ROOF PANEL (R-5.73)

ON FURRING CHANNELS

30mm CLOSED CELL

EXTRUDED POLY-

STYRENE (XPS);

R-VALUE 1.1

BOND BEAM, SEE

STRUCTURAL

FLOOR FINISH, PER

SCHEDULE

SKIRTING, PER

SCHEDULE

200 SERIES CMU WALL;

IRONED JOINT WITH

PAINT FINISH

STEEL FRAMING, SEE

STRUCTURAL

150 SERIES CMU WALL;

IRONED JOINT WITH

PAINT FINISH

BOND BEAM, SEE

STRUCTURAL

FLOOR FINISH, PER

SCHEDULE

SKIRTING, PER

SCHEDULE

1-LAYER 13mm THK

PLASTERBOARD BOTH SIDE

ON 92mm x 1.15mm BMT STUDS @ 450mm O.C. MAX, NOGGINS @1200mm O.C.

CEILING PER

SCHEDULE

FLOOR FINISH, PER

SCHEDULE

SKIRTING, PER

SCHEDULE

CEILING PER

SCHEDULE

CEILING PER,

SCHEDULE

150 SERIES COLOURED

MASONRY BLOCKS W/

CLEAR PENETRATING

SEALER

TYPE-5A SIMILAR BUT USE 150mm THK.

METAL STUD

LEVEL

CEILING

140190 50

DEFLECTION HEAD

TRACK

WALL TYPE-6 C2

EXPANSION SHIELD OR

POWER DRIVEN ANCHOR

@ 800 O.C. W/ 19mm MIN.

EMBEDMENT

0.55 BMT FLASHING PER

MANUFACTURER

NOTE:

REFER TO CLADDING

MANUFACTURER FOR

SPECIFIC INSTALLATION

DETAIL

CEILING PER

SCHEDULE

FLOOR FINISH, PER

SCHEDULE

WALL TILE, PER

SCHEDULE

LEVEL

CEILING

9mm THK. FIBER CEMENT

BOARD, SHEET JOINTED W/

WET AREA BASECOAT &

TAPE ON 50mm x 1.15mm

BMT STUDS AT 450MM O.C.

MAX, NOGGINS

@1200mm O.C.

STEEL FRAMING,

SEE STRUCTURAL

FLOOR FINISH, PER

SCHEDULE

WALL TILE, PER

SCHEDULE

LEVEL

CEILING

CEILING PER

SCHEDULE

9mm THK. FIBER CEMENT

BOARD, SHEET JOINTED W/

WET AREA BASECOAT &

TAPE ON 64mm x 1.15mm

BMT STUDS AT 450MM O.C.

MAX, NOGGINS

@1200mm O.C.

150 SERIES CMU WALL;

IRONED JOINT

DEFLECTION HEAD

TRACK

WALL TYPE-3A C4

WALL TYPE-1 A5

COMPRESSIBLE FILLER,

SEE STRUCTURAL

CONTINUOUS DPC AND

WEEP HOLE @ 800 O.C.

ALUMINUM COVED

TRIM, SEE

STEEL FRAMING,

SEE STRUCTURAL

FLOOR FINISH, PER

SCHEDULE

WALL TILE WHERE

OCCURS

LEVEL

CEILING

CEILING PER

SCHEDULE

150 SERIES CMU WALL;

IRONED JOINT WITH

PAINT FINISH ON WALL

WITHOUT TILE

WALL TYPE-3C C3

COMPRESSIBLE FILLER,

SEE STRUCTURAL

ALUMINUM COVED

TRIM, SEE

150 SERIES CMU WALL;

IRONED JOINT WITH

PAINT FINISH

SECURE AREA

STEEL FRAMING,

SEE STRUCTURAL

DRAWINGS

2-LAYER 13mm THK

PLASTERBOARD (SECURE

SIDE); 1-LAYER 13mm THK PLASTERBOARD W/ 9mm

PLYWOOD (NON-SECURE

SIDE) ON 92mm x 1.15mm BMT STUDS @ 450mm O.C.

MAX, NOGGINS @1200mm O.C.

STEEL FRAMING,

SEE STRUCTURAL

WALL TYPE-3B A3

STEEL FRAMING,

SEE STRUCTURAL

FLOOR FINISH, PER

SCHEDULE

WALL TILE, WHERE

OCCURS

LEVEL

CEILING

CEILING PER

SCHEDULE

9mm THK. FIBER CEMENT

BOARD, SHEET JOINTED W/

WET AREA BASECOAT &

TAPE ON 64mm x 1.15mm

BMT STUDS AT 450MM O.C.

MAX, NOGGINS

@1200mm O.C.

CMU WALL; IRONED

JOINT WITH PAINT

FINISH ON SIDE

WITHOUT FURRING

DEFLECTION HEAD

TRACK

SEE PLAN

COMPRESSIBLE FILLER,

SEE STRUCTURAL

ALUMINUM COVE TRIM

WALL TYPE-3D C1

STEEL FRAMING,

SEE STRUCTURAL

FLOOR FINISH, PER

SCHEDULE

LEVEL

CEILING

CEILING PER

SCHEDULE

9mm THK. FIBER CEMENT

BOARD, SHEET JOINTED W/

WET AREA BASECOAT &

TAPE ON 64mm x 1.15mm

BMT STUDS AT 450MM O.C.

MAX, NOGGINS

@1200mm O.C.

CMU WALL; IRONED JOINT

WITH PAINT FINISH ON SIDE

WITHOUT FURRING

DEFLECTION HEAD

TRACK

COMPRESSIBLE FILLER,

SEE STRUCTURAL

SKIRTING, PER

SCHEDULE

70 140

STEEL FRAMING,

SEE STRUCTURAL

DEFLECTION HEAD

TRACK

NOTES:

1. PROVIDE 19mm PLYWOOD BLOCKING FOR ALL TOILET FIXTURES AND

ACCESSORIES ON METAL STUD WALLS.

2. PROVIDE 19mm PLYWOOD BLOCKING FOR ALL WALL-HUNG FURNITURE

AND EQUIPMENT ON METAL STUD WALLS.

3. PROVIDE 3-COATS OF SILANE/SILOXANE HIGHLY PENETRATING NON-FILM

FORMING SEALER FOR BOTH INTERNAL AND EXTERNAL FACES OF

BLOCKWORK SKIN.

4. PROVIDE WATERPROOFING MEMBRANE ON ALL WET AREAS WITH TILES

TO FULL EXTENT OF THE TILED AREA.

5. BUILDING ELEMENTS IN THE JANITOR ROOM AND SANITARY

COMPARTMENTS MUST BE WATER RESISTANT OR WATERPROOF IN

ACCORDANCE WITH NCC TABLE F1.7 AND COMPLY WITH AS 3790.

2100mm MINIMUM HEIGHT OF MEMBRANE TO WALLS.

6. ALL FIBER CEMENT BOARD TO HAVE A FACTORY APPLIED MOISTURE

RESISTANT MICRO WATER BLOCK FACING.

7. CONTRACTOR MUST ENSURE THE CORRECT TYPE, LAYERING,

INSTALLATION AND INSULATION TYPE TO AVOID CONDENSATION ISSUES

IN THE NT.

R2.0 90mm BATT

INSULATION

R2.0 90mm BATT

INSULATION

R2.0 90mm BATT

INSULATION

R2.0 90mm BATT

INSULATION

R2.0 90mm BATT

INSULATION

R2.0 90mm BATT

INSULATION

STUDS TO UNDERSIDE

OF ROOF FRAMING FOR

LATERAL SUPPORT

STEEL FRAMING,

SEE STRUCTURAL

DEFLECTION HEAD

TRACK

STUDS TO UNDERSIDE

OF ROOF FRAMING FOR

LATERAL SUPPORT

14kg/m3 ACOUSTIC

INSULATION

14kg/m3 ACOUSTIC

INSULATION

14kg/m3 ACOUSTIC

INSULATION

14kg/m3 ACOUSTIC

INSULATION

HIGH MPA GROUT/

CONCRETE

REINFORCED HOB

HIGH MPA GROUT/

CONCRETE

REINFORCED HOB

HIGH MPA GROUT/

CONCRETE

REINFORCED HOB

A-502

GRAPHIC SCALE

FINAL DESIGN SUBMITTAL

RO C A A

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F1

F3

LIST OF MATERIALS

CERAMIC FLOOR TILE, CT1 - METZ - TIMELESS DARK GREY - MICROGRIP P5, 300mm x 300mm, USE WITH GRT3 F4

F2 VINYL COMPOSITION TILE, VCT1 - ARMSTRONG - EXCELON IMPERIAL TEXTURE, STERLING - 7A51904, 305mm x 305mm x 3.2mm VINYL COMPOSITION TILE (ANTI-STATIC), VCT2 - ARMSTRONG - EXCELON SDT, FOSSIL GRAY - 300mm x 300mm

CARPET TILE, CPT1 - SHAW CONTRACT - NOBLE MATERIALS FORM TILE 5T136 - TALC PLATINUM 33535, 610mm x 610mm x 7.59mm F5 CONCRETE WITH ANTI-SLIP EPOXY PAINT - CON1 - SAFEMATE ANTISLIP COAT 'N' SPRINKLE - GREY

W1 W2

CONCRETE MASONRY WALL WITH IRONED JOINT, PAINT FINISH

13mm THK PLASTER WALLBOARD ON METAL FRAMING, PAINT FINISH, USE 9mm THK FIBER CEMENT WALLBOARD ON WET AREAS

ACOUSTICAL CEILING TILE ON ALUMINUM GRID SYSTEM, ACT1 - ARMSTRONG ULTIMA+1005 MICROLOOK 90 SUPRAFINE 15MM GRID, C1

C2

W3

B1 VINYL FEATHERED EDGE SKIRTING, RB1 - ARMSTRONG - STANDARD FLINT, 150mm x 1.5mm x 15m COIL

13mm THK PLASTER BOARD CEILING ON METAL FRAMING, PAINTED FINISH, USE 6mm THK FIBER CEMENT BOARD ON WET AREAS

SYMBOL MATERIAL DESCRIPTION

FLOORS

BASE/SKIRTING

WALL

CEILING

REMARKS

P1 P2

WALL FIELD PAINT, DULUX - NATURAL WHITE

BLUE ACCENT PAINT, DULUX - BLUE SATIN

CORNER GUARD - CS ACROVYN - SM-20N, PEARL - 934CG1

P3 150mm HIGH BASE PAINT, DOOR FRAME AND TRIM PAINT, DULUX - STEPNEY

PAINT

CORNER GUARD

SOLID SURFACE COUNTER TOP, CORIAN - DOVE,12mm THK, EASED EDGESS1

SOLID SURFACE

SEE ROOM FINISH SCHEDULE FOR PAINT FIN

SEE ROOM FINISH SCHEDULE FOR PAINT FIN

SEE ROOM FINISH SCHEDULE FOR PAINT FIN

PAINT SHEEN PER APPLICATION

PAINT SHEEN PER APPLICATION

PAINT SHEEN PER APPLICATION

CASEWORK, TOILET PARTITION FINISH - FORMICA LAMINEX - URBAN WOOD, VELOUR FINISHPL1

PLASTIC LAMINATE

PANEL TYPE TOILET PARTITION - KYSSIA - K1 WASHROOM SYSTEM - FLOOR MOUNTED OVERHEAD BRACED SYSTEM IN PL1 FINISH,TP1

TOILET PARTITION

INTEGRAL WINDOW BLINDS - CONTROLLAVIEW DOUBLE GLAZED VENETIAN IN TILT AND LIFT UNIT WITH INTERNAL CONTROL, WB1

WINDOW SHADE

P4 CEILING PAINT, DULUX - LEXICON HALF PAINT SHEEN PER APPLICATION

B2 VINYL FLAT SKIRTING, RB2 - ARMSTRONG - STANDARD FLINT, 150mm x 1.5mm x 30m COIL (FOR USE WITH CARPET TILES)

ASHLAR INSTALLATION

USE MFR APPROVED TOPCOAT/SEALER

OPERABLE PARTITION FABRIC FINISH - HYTEX - STRATUS - CASARINA 39-26

FABRIC

FB1

INTERIOR DOOR FINISH - NATURAL MAPLEWV1

WOOD VENEER

SLAT COLOR - SILVER

W3A W4 W4A

PANEL- WHITE, GRID - GLOBAL WHITE, 600mm x 1200mm x 19mm

ALUMINUM FRAMES AND FITTINGS

ARDEX EG 15 EASY CLEAN HIGH PERFORMACE EPOXY GROUT - TRAVERTINEGRT1

GROUT

ARDEX EG 15 EASY CLEAN HIGH PERFORMACE EPOXY GROUT - MAGELLAN GREYGRT2

ARDEX EG 15 EASY CLEAN HIGH PERFORMACE EPOXY GROUT - CHARRED ASHGRT3

USE MFR APPROVED TOPCOAT/SEALER

NOTES:

1. CONTRACTOR TO USE SPECIFIED LIST OF MATERIALS ABOVE OR APPROVED LOCALLY SOURCED EQUIVALENT PRODUCT.

2. LIST OF MATERIALS INFERS THE MINIMUM PERFORMANCE LEVEL.

3. REFER TO CID PACKAGE FOR ADDITIONAL INFORMATION ON THE LIST OF MATERIALS.

CERAMIC WALL TILE, CT2 - METZ TIMELESS LIGHT GREY - PLAIN P2, 300mm x 300mm, USE WITH GRT2 CERAMIC WALL TILE, CT3 - METZ TIMELESS BEIGE - PLAIN P2, 300mm x 300mm, USE WITH GRT1

GLAZED CERAMIC WALL TILE, CT5 -METZ SIMPLICITY PALE PINK - 111, 244mm x 119mm, VERTICAL ORIENTATION, USE WITH GRT1 GLAZED CERAMIC WALL TILE, CT4 -METZ SIMPLICITY LIGHT GREY - 921, 244mm x 119mm, VERTICAL ORIENTATION, USE WITH GRT2

N

E

S

W

INTERIOR

ELEVATION

KEY

ROOM FINISH SCHEDULE

VESTIBULE F1 B1 W1/P1 W2/P1 W2/P1 W1/P1 C2/P4GF-002 2700

ROOM

NUMBER

ROOM

DESCRIPTION FLOOR BASE

WALLS CEILING

REMARKS

OPS DESK

OPS CO 1

MALE TOILET

FEMALE TOILET

HALLWAY 1 F1 W1/P1W2/P1 W1/P1

OPS CO 2

CLEANERS

PWD

BREAK ROOM

VESTIBULE

GENERAL ADMIN SUPPORT 1

GENERAL ADMIN SUPPORT OFFICE 2

LSE

ELECTRICAL ROOM

HALLWAY 3

MISSION PLANNING 2

GENERAL ADMIN SUPP SHARED OFFICE 3

SECURED VESTIBULE

DUTY OFFICER

MISSION PLANNING 1

CREW MEETING 2

TEF / COMMS

CREW MEETING 3

MASS BRIEFING 1

CREW MEETING 1

CREW MEETING 4

MASS BRIEFING 2

B1 2700C1W1/W2/P1GF-024

GF-025

GF-003

GF-005

GF-027

GF-004

GF-028

GF-006

GF-008

GF-010

GF-011

GF-012

GF-014

GF-034

GF-033

GF-017

GF-031

GF-030

GF-016

GF-032

GF-018

GF-020

GF-019

GF-022

GF-023

GF-007

GF-015

GF-029

MECHANICAL ROOM

W2/P2 - - -F1 B1 2700C1/C2/P4

W2/P1 W2/P1 W2/P1W1/P1F4 B2 2700C1 W1/P1 W2/P1 W2/P1 W2/P1F4 B2 2700C1 W1/W3 W2/W3/W4 W1/W3 W1/W3 C2/P4F3 - 2700

W3 W3W3 W3F3 - 2700C2/P4

W3A W3AW2/W3A W1/W3AF3 - 2700C2/P4

W1/W3 W1/W2/W3 W1/W2/W3A/W4AW1/W3F3 - 2700C2/P4

W2/P1 W1/P1 W1/W2/P1 W1/P1 C1F1 B1 2700 W1/P1 W1/P1 W1/P1 W1/P1 C2/P4F1 B1 2700

W1/W2/P1 W1/P1 W1/P1 W2/P1F1 B1 2700C1

W2/P1 W2/P1 W2/P1 W2/P1F4 B2 2700C1

W2/P1 W1/P1W2/P1 W2/P1F4 B2 2700C1 W2/P1 W2/P1 W1/P1 W1/P1 C1F1 B1 2700

W2/P1 W1/P1 W2/P1 W2/P1F1 B1 2700C2 W1/W2/P1 W2/P1 W1/W2/P1 W1/P1 C1F1 B1 2700

W2/P1 W1/P1W2/P1 -F4 B2 2700C1

W1/P1 W1/P1 - W2/P1F4 B2 2700C1 W1/P1 W1/P1 W1/P1 W1/P1F2 B1 -C2/P4

- W1/P1 W1/P1 W2/P1F4 B2 2700C1

- W2/P1 W2/P1W2/P1F1 B1 2700C1

W2/P1 W1/P1W2/P1 W1/P1F4 B2 2700C1

W1/P1 - W1/P1W1/P1F4 B2 2700C1

- W1/P1 W1/P1 W1/P1 C1F4 B2 2700

W2/P1 -W1/P1 W1/W2/P1F4 B2 2700C1 W1/P1 W2/P1W1/P1 -F4 B2 2700C1

W1/P1F5 P3 -C2/P4

C2/P4F5 P3 -

PROVIDE 19mm FIRERATED BACKBOARD @ E&S

SECURED VESTIBULEGF-021 F1 B1 W1/P1 W2/P1 W1/P1 W1/P1 C2/P4

W1/P1

W1/P1

W1/P1

W1/P1

W1/P1

W1/P1

W1/P1

HALLWAY 2 F1 W2/P1 W1/P1 W2/P1 W2/P1B1 2700C1GF-026

FINAL DESIGN SUBMITTAL

RO C A A

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T

C DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDEEEEEEEEEEEEEEEEEERRE RAAAAAAAAAAAAAAAAAAAAAAAA

IIIIIIIIIIIII

G

E

G

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS T

UAMAA

H I T EC

A-601

TOILET PARTITIONFC1A

PW

D

PAPER TOWEL DISPENSER/

WASTE RECEPTACLE

SURFACE MOUNTED TYPE

G H SHOWER HEAD

CL

FACE

OF

WALL

FLEX

HOSE

WALL

BAR

CONTROLS

I RECESSED SOAP

DISH

INSTALL @

CENTER OF TILE

FACE OF WALL

STAINLESS

STEEL SOAP

DISPENSER

B1WATER CLOSET

FFL

CL

FACE OF WALL FACE OF WALLFACE OF WALL FACE OF WALL

B1PWD WATER CLOSETA1

FACE OF WALL

PWD GRAB BAR

WITH BACKREST

PWD GRAB BAR

WITH BACKREST

TOILET PAPER

DISPENSER @ PWD

AMBULATORY GRAB BARB2

FACE OF WALL

D URINAL

J WALL MOUNTED

BASIN

L WALL MOUNTED

SOAP DISPENSER

K

CL

MIRROR

TOP OF

BASIN

FACE OF WALL

E CLOTHES HOOK

PW

D

AM

BU

LA

N

T

TOILET PAPER DISPENSERC

FACE OF WALL

FFL

CLOCK, WALLF-35

L

TACK BOARDF-36

C

CL

WHITE BOARDF-37

COMBINATION WHITE/TACK BOARDF-38

BULLETIN BOARD, LOCKABLEF-39

CL

AV-1

CL

WALL MONITOR 1530mm, WITH

RETRACTABLE BRACKET

AV-2

PROJECTOR SCREEN

WHITE BOARD

PROJECTOR SCREEN

FFL

MOP HOLDERM MOP SINK FAUCETN

D1 PRIVACY

PANEL

PAPER TOWEL DISPENSER/

WASTE RECEPTACLE

SURFACE MOUNTED TYPE

G1

PW

D

PRE-FABRICATED

SS SHELF

O

FACE

OF

WALL

TOP OF

PARTITION

E

AMB

A-602

A1MOUNTING HEIGHT SCHEDULE

SCALE: 1:50M

FINAL DESIGN SUBMITTAL

RO C A A

N

4-30-23

T

C

Exp.

DERE RA

I G

R E

O J

G S T

UAM

No.

C

E O

H I T EC

T

OE

I H

E

IT

S N

F

T

I

DAI

T

C DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDEEEEEEEEEEEEEEEEEERRE RAAAAAAAAAAAAAAAAAAAAAAAA

IIIIIIIIIIIII

G

E

G

SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS T

UAMAA

H I T EC

1. (-) INDICATES FEATURE NOT REQUIRED

2. DOOR TYPES:

SEE DOOR TYPE ELEVATIONS

3. DOOR CONSTRUCTION:

SC = SOLID CORE TIMBER

MC = 1.6 BMT METAL CLADDED

4. DOOR FACING AND FINISH:

MP = METAL PAINTED

WV = WOOD, VENEER,

DOOR SCHEDULE NOTES:

5. FRAME CONSTRUCTION:

MF = METAL FRAME

6. FRAME FINISH:

MP = METAL, PAINTED

7. SEE TECHNICAL SPECS 08 71 00

FOR DOOR HARDWARE SCHEDULE

8. SEE SHEET A-601 FOR DOOR FINISHES

3. WINDOW FRAME:

AL - ALUMINUM / THERMALLY BROKEN

1. (-) INDICATES FEATURE NOT REQUIRED.

4. FRAME FINISH:

AF - ALUMINUM ANODIZED; DARK BRONZE

8. PROVIDE CYCLONE SCREEN ON ALL

EXTERIOR WINDOWS WITH STAINLESS

STEEL MESH (1.5MM X 1.5MM APERTURE)

THAT MEETS THE REQUIREMENTS OF

AS 3959-2009 BUSHFIRE PROTECTION

GUIDELINES AND PREVENTS EMBER

PENETRATION DURING BUSHFIRES.

WIDTH

FFE

ON METAL FRAME

WIDTH

H

EI

G H

T

SOLID CORE WOOD DOOR

ON STEEL FRAME

H

EI

G H

T

SI

LL

H

EI

G H

T

FIXED WINDOW

ON ALUMINUM FRAME

D5 A801

C5 A801

C4 A801

OPERABLE PARTITION

ON STEEL FRAME WITH FABRIC FINISH

H

EI

G H

T

WIDTH

WIDTH

WINDOW SCHEDULE NOTES:

C

200200

WIDTH

H

EI

G H

T

SOLID CORE WOOD DOOR

ON STEEL FRAME

WIDTH

H

EI

G H

T

A ON STEEL FRAME

VISION PANEL

WHERE OCCURS

725200 D2

A801

PAIR OF METAL CLAD SOLID CORE DOOR

D2 A801

C3 A801

C3 A801

D3 A801

C2 A801

C2 A801A3

A801

D E F

B1 A801

B2 A801

VISION PANEL

WHERE

OCCURS

WIDTH

H

EI

G H

T

B ON STEEL FRAME

VISION PANEL

725200

PAIR OF SOLID CORE WOOD DOOR

C1 A801

D1 A801

B3 A801

METAL CLAD

SOLID CORE DOOR

9. PROVIDE WINDOW SHADE ON ALL

EXTERIOR WINDOWS. SEE SHEET A-601

FOR TYPE.

B5 A801

A1 A801

INTERIOR: STOREFRONT CENTER GLAZED

ON ALUMINUM FRAMEG

DOOR

OPENING

D O

O R

H

EI

G H

T

B1 A-701

A1 A-701

C4 A-701

D1 A-701

C1 A-701

D1 A-801

D1 A-701

SIM

SIM

SIM

2. WINDOW TYPES:

DOUBLE GLAZED SUITE WITH

100mm AIR GAP AND JOCKEY SASH.

5. GLAZING:

IG - INSULATING GLASS UNITS (LAMINATED)

200200

VISION PANEL

WHERE

OCCURS

D3 A801

9. SEAL ALL GAPS TO FRAME.

SEE TECHNICAL SPECS 07 92 00

AL = ALUMINUM

LG = LAMINATED GLASS

AF = ALUMINUM FRAME

AN = ANODIZED, DARK BRONZE

FOR JOINT SEALANTS

6. SEE TECHNICAL SPECS 08 81 00 FOR

ALUMINUM WINDOWS

7. SEE TECHNICAL SPECS 08 81 00 FOR

GLAZING, SETTING AND SEALING

REQUIREMENTS.

DOOR SCHEDULE

(NOTE 4) (NOTE 5) (NOTE 6)(NOTE 3)

VESTIBULE002 PR 920mm x 2340mm 45mm MF MPMC MPA

WINDOW

TYPEWIDTH HEIGHT

WINDOW WINDOW SIZE WINDOW FRAME

TYPEMATERIAL FINISH

SILL

HEIGHT

GLAZING

NO. REMARKS

DOOR

ROOM DESCRIPTION

SIZE

( W X H )

TYPE THK.

DOOR FRAME

REMARKSHW

10B WITH VISION PANELS

WINDOW SCHEDULE

LOUVER

TYPEWIDTH HEIGHT

LOUVER LOUVER SIZE WINDOW FRAME

MATERIAL FINISH

SILL

HEIGHTNO.

1000 400 3250L006 AL AF

L007 AL AF

REMARKS

FEMALE TOILET

MECHANICAL ROOM

1 3250300 300

LOUVER SCHEDULE

PROVIDE SL81 MESH FIXED TO INTERIOR SIDE

PROVIDE SL81 MESH FIXED TO INTERIOR SIDE

024A

OPS CO 1

OPS CO 2

CLEANERS

BREAK ROOM

HALLWAY 1

MALE TOILET

PWD

FEMALE TOILET

GENERAL ADMIN SUPPORT 1

SECURED VESTIBULE

017B

LSE

018 MISSION PLANNING 2

033A 033B

017A

020A

GEN ADMIN SUPP SHARED 3

MISSION PLANNING 1

031B CREW MEETING 2

030 TEF/COMMS

CREW MEETING 4

MASS BRIEFING 2

023 MASS BRIEFING 1

022A

022B MASS BRIEFING 2

007 MECHANICAL ROOM

VESTIBULE

024B HALLWAY 1

016 CREW MEETING 1

019 CREW MEETING 3

015 ELECTRICAL ROOM

PR 920mm x 2340mm

031A CREW MEETING 2

1000 1200 IG 1000004A

008A 008B

014 AL AF

AL AF

AL AF

AL AF

AL AF

AL AF

AL AF

005 AL AF

004B AL AF

011A AL AF

OPS CO 1

OPS CO 1

OPS CO 2

MALE TOILET

FEMALE TOILET

BREAK ROOM

BREAK ROOM

GENERAL ADMIN SUPPORT 1

GEN ADMIN SUPP SHARED 3

LSE

600 600 600 600

1000 600

029 GEN ADMIN SUPP SHARED 2

HALLWAY 3

HALLWAY 3

- - - -MISSION PLANNING 1

- - - -020B CREW MEETING 4

920mm x 2340mm

PER MANUFACTURER

PER MANUFACTURER

PER MANUFACTURER

F

F

F

F

PR 920mm x 2340mm

PER MANUFACTURER

45mm MPSC WVB WITH VISION PANELS 45mmG

45mm MPSC WVE 45mm MPSC WVE

45mm MPSC WVD

45mm MPSC WVD 45mm MPSC WVD

45mm MPSC WVD

45mm MPSC WVE 45mmC MF MPMC MP 45mm MPSC WVE

45mm MPSC WVE

45mm MPSC WVE 45mm MPSC WVB

45mmC

45mmG 45mmD MF MPMC MP

45mm MPSC WVE

45mm MPSC WVE

45mm MPSC WVE

45mm MPSC WVE

45mm MPSC WVE 45mm MPSC WVE

45mm MPSC WVE

45mm HM MPSC WVE

45mm MF MPMC MPA

45mm MF MPMC MPA

75mm

75mm

75mm

75mm

WITH VISION PANEL

WITH VISION PANEL

WITH VISION PANEL

WITH VISION PANEL

WITH VISION PANEL

WITH VISION PANEL

WITH VISION PANEL

WITH VISION PANEL

WITH VISION PANEL

WITH VISION PANEL

WITH VISION PANEL

WITH VISION PANEL

WITH VISION PANEL

WITH VISION PANEL

WITH FROSTED PRIVACY FILM

FIRE EXIT DOOR ONLY

WITH FROSTED PRIVACY FILM

920mm x 2340mm

920mm x 2340mm

920mm x 2340mm

920mm x 2340mm 920mm x 2340mm

920mm x 2340mm

920mm x 2340mm

920mm x 2340mm 920mm x 2340mm

PER MANUFACTURER

920mm x 2340mm

920mm x 2340mm 920mm x 2340mm

920mm x 2340mm

920mm x 2340mm

920mm x 2340mm

920mm x 2340mm 920mm x 2340mm 920mm x 2340mm

920mm x 2340mm

920mm x 2340mm 920mm x 2340mm

920mm x 2340mm

920mm x 2340mm 920mm x 2340mm

920mm x 2340mm

IG

IG

IG

IG

IG

IG

IG

IG

IG

1000 1200

1000 1200

MF

MF

MF

MF

MF

MF

MF

MF

MF

MF

MF

MF

MF

MF

MF

MF

MF

MF

MF

10A

02A 07A

02B

021 SECURED VESTIBULE 45mmC920mm x 2340mm 07

WITH VISION PANELS

PER MANUFACTURER

PER MANUFACTURER

PER MANUFACTURER

WITH INTEGRAL WINDOW BLINDS

WITH INTEGRAL WINDOW BLINDS

WITH INTEGRAL WINDOW BLINDS

WITH INTEGRAL WINDOW BLINDS

WITH INTEGRAL WINDOW BLINDS

WITH INTEGRAL WINDOW BLINDS

WITH INTEGRAL WINDOW BLINDS

WITH INTEGRAL WINDOW BLINDS

AF ANAL LG

AF ANAL LG

WITH VISION PANEL

FIRE EXIT DOOR ONLYMF MPMC MP

011B AL AFGENERAL ADMIN SUPPORT 1 1 IG 100012001000 WITH INTEGRAL WINDOW BLINDS

45mm MPSC WVD MF

MF MPMC MP

JUNCTION BOX

FOR CARD READER

JUNCTION BOX FOR FUTURE

DOOR POSITION SWITCH,

(LOCATED AT LATCH SIDE

OF DOOR LEAF)

M

AX

JUNCTION BOX

FOR FUTURE

ELECTRIC STRIKE

JUNCTION BOX FOR

FUTURE CARD READER,

LOCATE CARD READER

ON ADJACENT WALL IF

NO SPACE ON SIDE

OF DOOR

M

AX

JUNCTION BOX FOR FUTURE

ELECTRIC STRIKE,

(INACTIVE LEAF)

JUNCTION BOX

FOR ELECTRIC

LOCK

NOTES:

1. FOR DOOR SECURITY LAYOUT LOCATIONS, SEE SHEET E-102.

2. ALL JUNCTION BOXES SHOULD BE 100x100x35 DEEP WITH…