williamstown high school centenary … documents...williamstown high school centenary theatre...

15
STAGE 2 STAGE 1 0 1.0m 5.0m 10.0m Project: Title: Scale: Date: Drawn : Checked: Project: File: Drawing: COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD Y2 ARCHITECTURE ARCHITECTURE INTERIOR DESIGN URBAN PLANNING 466 malvern road prahran victoria 3181 t 03 9510 7860 f 03 9521 1464 www.y2architecture.com.au Issue: @ A1 9/10/2015 2:53:33 PM 1328 A_1328_WHS_MASTER_CENTRAL_2015 SG PT MAY 2015 300 WILLAMSTOWN HIGH SCHOOL CENTENARY THEATRE DRAWING REGISTER PRELIMINARY NOT FOR CONSTRUCTION WILLIAMSTOWN HIGH SCHOOL CENTENARY THEATRE REVISION BY DATE DESCRIPTION ARCHITECTURAL - 1328 SHEET NUMBER SHEET TITLE 300 COVER SHEET / DRAWING REGISTER 301 EXISTING SITE DEMO & LOCATION PLAN 302 PROPOSED SITE PLAN 310 FLOOR PLANS 311 REFLECTED CEILING PLAN 312 ROOF PLAN 313 ELEVATIONS 314 SECTIONS 315 CONSTRUCTION DETAILS - SHEET 1 316 CONSTRUCTION DETAILS - SHEET 2 317 CONSTRUCTION DETAILS - SHEET 3 318 DOOR & WINDOW ELEVATIONS 320 INTERNAL ELEVATIONS - SHEET 1 321 INTERNAL ELEVATIONS - SHEET 2 322 INTERNAL ELEVATIONS - SHEET 3 323 INTERNAL ELEVATIONS - SHEET 4 STRUCTURAL - WME150527 SHEET NUMBER SHEET TITLE A1.00 COVER SHEET N1.00 NOTES SHEET 1 N1.01 NOTES SHEET 2 S1.10 LOWER ROOF FRAMING PLAN S1.20 UPPER ROOF FRAMING PLAN S2.00 FRAMING ELEVATIONS - SHEET 1 S2.01 FRAMING ELEVATIONS - SHEET 2 S3.00 TYPICAL FOOTING, CONCRETE & MASONRY DETAILS S3.10 CONCRETE DETAILS S3.50 TYPICAL STEELWORK DETAILS S3.51 TYPICAL STEELWORK DETAILS S3.52 STEELWORK DETAILS S3.53 STEELWORK DETAILS S5.00 PRECAST ELEVATIONS S5.10 PRECAST PANEL DETAILS S5.20 PRECAST PANEL CONNECTION DETAILS S5.30 PRECAST PANEL CONNECTION DETAILS CIVIL - WME150527 SHEET NUMBER SHEET TITLE C01 CIVIL DRAWING LIST & STANDARD NOTES C02 CIVIL WORKS C03 CIVIL DETAILS ELECTRICAL - 1317 SHEET NUMBER SHEET TITLE E1 NOTES, LEGENDS & LOCALITY PLAN E2 SITE PLAN E3 LIGHTING LAYOUT GROUND FLOOR E4 POWER LAYOUT GROUND FLOOR E5 UPPER LEVEL E6 SCHEMATICS & DETAILS 1 E7 SCHEMATICS & DETAILS 2 MECHANICAL - 1317 SHEET NUMBER SHEET TITLE M1 NOTES & LEGENDS M2 SITE PLAN M3 DUCTWORK & PIPEWORK GROUND FLOOR M4 DUCTWORK & PIPEWROK UPPER LEVEL M5 ROOF PLAN HYDRAULICS - 1317 SHEET NUMBER SHEET TITLE H1 NOTES, LEGEND & LOCALITY PLAN H2 SITE PLAN H3 SEWER LAYOUT GROUND FLOOR H4 FIRE & CW LAYOUT GROUND FLOOR H5 DETAILS SURVEY - 1401099 SHEET NUMBER SHEET TITLE SHEET 1 OF 1 FEATURE & LEVEL SURVEY

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Page 1: WILLIAMSTOWN HIGH SCHOOL CENTENARY … Documents...WILLIAMSTOWN HIGH SCHOOL CENTENARY THEATRE REVISION BY DATE DESCRIPTION ARCHITECTURAL - 1328 SHEET NUMBER SHEET TITLE 300 COVER SHEET

STAGE 2

STAGE 1

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

File:

Drawing:

COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

Y2 ARCHITECTUREARCHITECTURE

INTERIOR DESIGNURBAN PLANNING

466 malvern roadprahran victoria 3181t 03 9510 7860 f 03 9521 1464www.y2architecture.com.au

Issue: @ A1

9/10

/201

5 2:53

:33

PM

1328

A_1328_WHS_MASTER_CENTRAL_2015

SG

PT

MAY 2015

300

WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE DRAWING REGISTER

PRELIMINARYNOT FOR CONSTRUCTION

WILLIAMSTOWN HIGH SCHOOLCENTENARY THEATRE

REVISION BY DATE DESCRIPTION

ARCHITECTURAL - 1328SHEET NUMBER SHEET TITLE

300 COVER SHEET / DRAWING REGISTER301 EXISTING SITE DEMO & LOCATION PLAN302 PROPOSED SITE PLAN310 FLOOR PLANS311 REFLECTED CEILING PLAN312 ROOF PLAN313 ELEVATIONS314 SECTIONS315 CONSTRUCTION DETAILS - SHEET 1316 CONSTRUCTION DETAILS - SHEET 2317 CONSTRUCTION DETAILS - SHEET 3318 DOOR & WINDOW ELEVATIONS320 INTERNAL ELEVATIONS - SHEET 1321 INTERNAL ELEVATIONS - SHEET 2322 INTERNAL ELEVATIONS - SHEET 3323 INTERNAL ELEVATIONS - SHEET 4

STRUCTURAL - WME150527SHEET NUMBER SHEET TITLE

A1.00 COVER SHEETN1.00 NOTES SHEET 1N1.01 NOTES SHEET 2S1.10 LOWER ROOF FRAMING PLANS1.20 UPPER ROOF FRAMING PLANS2.00 FRAMING ELEVATIONS - SHEET 1S2.01 FRAMING ELEVATIONS - SHEET 2S3.00 TYPICAL FOOTING, CONCRETE & MASONRY DETAILSS3.10 CONCRETE DETAILSS3.50 TYPICAL STEELWORK DETAILSS3.51 TYPICAL STEELWORK DETAILSS3.52 STEELWORK DETAILSS3.53 STEELWORK DETAILSS5.00 PRECAST ELEVATIONSS5.10 PRECAST PANEL DETAILSS5.20 PRECAST PANEL CONNECTION DETAILSS5.30 PRECAST PANEL CONNECTION DETAILS

CIVIL - WME150527SHEET NUMBER SHEET TITLE

C01 CIVIL DRAWING LIST & STANDARD NOTESC02 CIVIL WORKSC03 CIVIL DETAILS

ELECTRICAL - 1317SHEET NUMBER SHEET TITLE

E1 NOTES, LEGENDS & LOCALITY PLANE2 SITE PLANE3 LIGHTING LAYOUT GROUND FLOORE4 POWER LAYOUT GROUND FLOORE5 UPPER LEVELE6 SCHEMATICS & DETAILS 1E7 SCHEMATICS & DETAILS 2

MECHANICAL - 1317SHEET NUMBER SHEET TITLE

M1 NOTES & LEGENDSM2 SITE PLANM3 DUCTWORK & PIPEWORK GROUND FLOORM4 DUCTWORK & PIPEWROK UPPER LEVELM5 ROOF PLAN

HYDRAULICS - 1317SHEET NUMBER SHEET TITLE

H1 NOTES, LEGEND & LOCALITY PLANH2 SITE PLANH3 SEWER LAYOUT GROUND FLOORH4 FIRE & CW LAYOUT GROUND FLOORH5 DETAILS

SURVEY - 1401099SHEET NUMBER SHEET TITLE

SHEET 1 OF 1 FEATURE & LEVEL SURVEY

Page 2: WILLIAMSTOWN HIGH SCHOOL CENTENARY … Documents...WILLIAMSTOWN HIGH SCHOOL CENTENARY THEATRE REVISION BY DATE DESCRIPTION ARCHITECTURAL - 1328 SHEET NUMBER SHEET TITLE 300 COVER SHEET

No. 75

No. 2

No. 4

No. 6

No. 8No. 1

0

No. 2A

No. 73

SPIT

SIO

SIO

TANKWATER

WV

WV

TROUGH

TAP

T.B.M.RIVETRL7.58

No. 2

No. 2A

SPIT

SIO

SIO

TANKWATER

WV

WV

TROUGH

TAP

UPIT

JP

UPIT

UPIT

JP

T.B.M.RIVETRL7.58

VULCAN

RAILWAY PLACE

7.78

7.78

7.76

7.76

7.70

7.72

8.33

8.37

8.25

8.16

7.97

8.03

7.88

8.11

7.90

7.73

7.81

7.74

7.73

7.67

7.71

7.51

8.0

8.0

8.10

7.47

8.77

8.29

8.16

7.69

8.37

8.35

8.38

8.22

8.32

8.14

7.85

TOP15.11

TOP15.04

14.64

14.37

EAVE13.85

EAVE13.64

ROOF12.16

ROOF12.16

ROOF11.54

EAVE11.62

8.17

8.18

8.53

8.37

8.25

8.53

8.50

8.08

7.71

7.94

8.04

8.17

8.15

8.26

7.88

7.53

7.81

7.85

7.75

8.34

8.39

8.39

8.47

8.36

8.21

7.64

7.76

7.84

7.71 7.73

7.76

7.72

7.79

7.77

7.87

7.87

8.20

8.45

8.27

8.05

8.02

8.25

8.04

7.85

7.92

7.83

7.45

7.63

7.58

7.27

7.51

7.27

7.72

7.69

7.62

7.64

7.43

7.60

7.57

7.53

7.38

7.37

7.25

7.42

7.38

7.23

7.21

7.13

8.24

8.39

7.86

7.84

7.91

7.75

7.65

7.68

7.98

8.43

8.41

8.43

8.39

7.86

7.82

7.71

7.62

7.59

7.59

7.83

7.87

7.79

8.08

7.94

8.02

8.17

8.32

8.36

8.24

8.08

8.12

8.40

8.27

7.86

7.95

PASCO STREET

VULCAN GROVE

VERDON STREET

SITEACCESS

PROPOSED AREAOF WORKSREFER TO PROPOSED SITE PLAN FORBUILDERS COMPOUND / SITE HOARDING

RAILWAY PLACE

SITE DEMOLITION LEGEND

REMOVE EXISTING GRASS, GARDEN BEDSTOPSOIL ETC TO PREPARE FOR NEW WORK

REMOVE EXISTING ASPHALT/PAVING

EXISTING BUILDINGS

SITE HOARDING

DEMOLITION NOTES

1. THIS DRAWING TO BE READ IN CONJUNCTION WITH ALLARCHITECTURAL AND CONSULTANTS DRAWINGS AND THESPECIFICATION FOR THE FULL SCOPE OF THE DEMOLITION

2. MAKE GOOD ALL PAVING OR LANDSCAPING SURFACES AFTERDEMOLITION TO MATCH EXISTING ADJOINING OR TO SUIT THENEW FINISH AS SCHEDULED OR AS REQUIRED

3. TERMINATE, CUT SEAL ALL REDUNDANT SERVICES INCLUDINGBUT NOT LIMITED TO SEWER, STORMWATER, POWER, DATA,WATER PIPES INCLUDING IRRIGATION & GAS PIPES. REFER TOSERVICES ENGINEERS DOCUMENTATION

4. ANY REMOVED MATERIALS ARE TO BE DISPOSED OF OFF SITEBY THE BUILDER UNLESS NOTED OTHERWISE

5. ELECTRICAL SERVICES - EG SUBMAINS/SUB CIRCUITS ARE TOBE INSTALLED RECONNECTED AS NECESSARY TO ALLOW THECONTINUED OPERATION OF ALL EXISTING SERVICES INADJOINING AREAS - REFER TO SERVICES ENGINEERSDOCUMENTS FOR FULL EXTENT OF WORKS

6. NO EXCAVATION OR EARTH COMPACTION IN TREE ROOT ZONES -EXCLUDES AREAS REQUIRED FOR CONSTRUCTION OF RETAININGWALLS & PAVING - CHECK EXTENT IE DRIP LINE ON SITE

7. MAINTAIN EXISTING EXIT PATHS - WHERE NECESSARY PROVIDESAFE TEMP ACCESS, CONFIRM WITH THE SUPERINTENDENTSAFE ROUTE OF TRAVEL

LINETYPE INDICATES ITEM TO BEREMOVED OR DEMOLISHED.

[RELOCATABLE]

EXISTINGBUILDING

EXISTING CONCRETE PAVINGTO BIN ENCLOSURE TO BEREMOVED SHOWN HATCHED.

RETAINEXISTINGTREES

EXISTING SPOON DRAINTO BE DEMOLISHED

[RELOCATABLE]

EXISTINGBUILDING

EXISTING CHAIN WIRE MESHFENCING & GATES TO BEREMOVED. FENCING MAY BERETAINED AS HOARDINGDURING CONSTRUCTION.

RETAINEXISTINGTREES

EXISTING CHAINWIRE MESH FENCINGTO BE REMOVED.

TO REMAIN

EXISTINGASPHALTPAVING

EXISTING STORMWATER PITTO BE REMOVED. REFERCIVIL ENGINEERS PLANS FORNEW STORMWATER LAYOUT.

EXISTING TREE STUMPTO BE REMOVED

EXTENT OF EXISTING ASPHALTPAVING TO BE DEMOLISHED

SHOWN HATCHED.

EXISTING CONCRETEPATHS TO BE REMOVEDSHOWN HATCHED.

EXISTINGYARD WITHTAN BARK.

TO REMAIN

EXISTING LAWN

EXISTING BASKETBALLEQUIPMENT TO BE REMOVED.

EXISTING BINENCLOSURE

EXISTING CONCRETE PATH

EXISTING CONCRETE PATH

EX.DRIVEWAY

EXISTING WATER PIPE/TAPTO BE RELOCATED TO NEWWALL. REFER FLOOR PLANS.

EXISTINGLAWN

EX.LIGHTPOLE

EX.STAY

EX.LIGHTPOLE

EXISTING CHAIN WIREMESH FENCING &GATES TO BE RETAINEDUP TO LOCATION OFNEW FENCE. (REFERFLOOR PLAN.)

REMOVE EXISTING GRASS TOPREPARE FOR NEWLANDSCAPE WORKS

REMOVE EXISTING GROUND SURFACES,TOPSOIL, ETC TO PREPARE FOR NEW WORK

TO REMAIN

EXISTINGASPHALT BALL

COURTS

TO REMAIN

EXISTINGASPHALT BALL

COURTS

EX.DRIVEWAY

EX. CHAINWIRE FENCE

EXISTING CHAINWIRE MESH FENCINGTO BE REMOVED.

1265

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

File:

Drawing:

COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

Y2 ARCHITECTUREARCHITECTURE

INTERIOR DESIGNURBAN PLANNING

466 malvern roadprahran victoria 3181t 03 9510 7860 f 03 9521 1464www.y2architecture.com.au

Issue: As indicated @ A1

9/10

/201

5 2:53

:35

PM

1328

A_1328_WHS_MASTER_CENTRAL_2015

SG

PT

MAY 2015

301

WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE EXISTING SITE DEMO & LOCATION PLAN

PRELIMINARYNOT FOR CONSTRUCTION

SCALE 1 : 1000313

LOCALITY PLAN1

REVISION BY DATE DESCRIPTION

SCALE 1 : 200313

EXISTING SITE DEMOLITION PLAN2

NOTE:THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ARCHITECTURALSITE PLAN, CIVIL DRAWINGS AND ALSO REFER TO THE SPECIFICATION

Page 3: WILLIAMSTOWN HIGH SCHOOL CENTENARY … Documents...WILLIAMSTOWN HIGH SCHOOL CENTENARY THEATRE REVISION BY DATE DESCRIPTION ARCHITECTURAL - 1328 SHEET NUMBER SHEET TITLE 300 COVER SHEET

HOUSE

SINGLE STOREY

No. 2

No. 4

No. 6

No. No. 1

No. 2A

SPIT

SIO

SIO

TANKWATER

WV

WV

TROUGH

LP

LP

UPIT

JP

UPIT

UPIT

JP

T.B.M.RIVETRL7.58

VULCAN

G

ROVE

RAILWAY PLACE

7.70

7.72

8.33

8.34

8.37

8.25

8.16

8.11

7.90

7.73

7.81

7.74

7.73

7.67

7.71

7.51

8.0

8.0

8.0

8.10

7.47

8.77

8.29

8.16

7.69

8.37

8.35

8.38

8.22

8.32

8.14

7.85

TOP15.11

TOP15.04

14.64

14.37

EAVE13.85

EAVE13.64

ROOF12.16

ROOF12.16

ROOF11.54

EAVE11.62

EAVE11.75

8.17

8.18

8.53

8.37

8.47

8.25

8.53

8.50

8.08

7.71

7.94

8.04

8.17

8.15

8.26

7.88

7.53

7 58

7.75

7.83

7.82

7.81

8.22

8.26

8.30

8.46

8.34

8.39

8.39

8.47

8.36

8.21

7.76

7.84

7.71 7.73

7.87

7.87

8.20

8.45

8.27

8.05

8.02

8.25

8.04

7.85

7.63

7.81

7.92

7.83

7.45

7.63

7.58

7.51

7.27

7.72

7.62

7.64

7.43

7.60

7.57

7.53

7.38

7.37

7.25

7.42

7.38

7.23

7.21

7.13

7.10

8.24

8.39

7.86

7.84

7.91

7.75

7.65

7.68

7.98

8.43

8.41

8.43

8.39

7.86

7.82

7.62

7.59

7.79

8.08

7.94

8.02

8.17

8.32

8.36

8.24

8.08

8.12

8.40

8.27

7.95

EXISTING BUILDINGS

NEW BUILDING WORK

1. REFER TO CIVIL DRAWINGS FOR DETAIL RELATING TO LEVELS, PITS, PAVING, ASPHALT,KERBS ETC.

2. ARCHITECTURAL DRAWINGS TO BE READ IN CONJUNCTION WITH AND CIVIL DRAWINGSAND SPECIFICATIONS FOR EXTENT OF;

-NEW PAVING, PATHS, STEPS AND RAMPS-CONCRETE PATTERNS AND PAVEMENT TYPE

3. NOTE: CONCRETE PITS ANS PIT COVERS WITHIN COLOURED CONCRETE PAVED AREASARE TO BE CONSTRUCTED IN COLURED CONCRETE TO MATCH PROPOSED PAVEMENTCOLOURS.

4. SITE CUT & BATTER NOT TO ENCROACH TITLE BOUNDARY. PROVIDE AGGIDRAINS TO BASE OF CUTS . REFER TO CIVIL DRAWINGS FOR DETAILS OF STORMWATER

& AGRICULTURAL DRAINS

5. REMOVE & GRUB OUT ALL ROOTS TO ALL TREES INDICATED AS BEING REMOVED

6. BUILDER TO PROVIDE PROTECTION FOR THE DURATION OF THE PROJECT TO ALL TREESWITHIN THE CONTRACTORS SITE AREA AS DEFINED BY THE SITE HOARDING

7. SOIL CLASSIFICATION - REFER CIVIL & STRUCTURAL ENGINEER DOCUMENTATION

NEW CONCRETE PAVING WITH FINISHES/SETOUT AS PERARCHITECTS DRAWINGS. REFER ALSO CIVIL DRAWINGSFOR LEVELS & CONSTRUCTION

PROPOSED SITE WORKS LEGEND

NEW GARDEN BED

DENOTES SITE HOARDING.2.1M HIGH WIRE MESH FENCING; PROVIDE SHADECLOTH TOALL SITE HOARDING(ALLOW TO MODIFY LOCATION OF HOARDINGS AS REQUIREDDURING THE COURSE OF THE WORKS)

EP - EXISTING PITPIT - NEW PITTG - NEW TRENCH GRATEHR - HANDRAILJP - JUNCTION PIT

BUILDERS COMPOUND / HOARDING

PROPOSED BUILDING

BUILDE

RS COM

POUN

D / H

OARD

ING

BUILDERS COMPOUND / HOARDING (ALLOW

FOR SHADE CLOTH TO STREET FRONTAGE)

EX. CHINAWARE FENCE

EX. CHINAWARE FENCE

PROPOSED STAGE 2SHOWN HATCHED.

BUILD

ERS C

OMPO

UND / H

OARD

ING

[RELOCATABLE]

EXISTINGBUILDING

BUILDERSCOMPOUND

EXISTING CONCRETE PATH

EX.DRIVEWAY

EX.LIGHTPOLE

EX.STAY

EX.LIGHTPOLE

TO REMAIN

EXISTINGASPHALT BALL

COURTS

TO REMAIN

EXISTINGASPHALT BALL

COURTS

[RELOCATABLE]

EXISTINGBUILDING

[RELOCATABLE]

EXISTINGBUILDING

TO REMAIN

EXISTINGASPHALTPAVING

TO REMAIN

EXISTING LAWN

EXISTING CONCRETE PATH

REMOVE EX.

DRIVEWAY

EX.LIGHTPOLE

EX.STAY

EX.LIGHTPOLE

TO REMAIN

EXISTINGASPHALT BALL

COURTS

TO REMAIN

EXISTINGASPHALT BALL

COURTS

NEW DOUBLE

CROSSOVER

RL: 8.34

OVERHEADELECTRICITY WIRE

NEWSINGLE

CROSSOVER

1

E

A

S2A

S2B

8

EX. TREETRUNK

NEW LANDSCAPE

NEW LANDSCAPE

NEW GRASSED AREA(WITH TRAFFICABLE

BASE UNDER)

NEWCONC.PATH

TERRA

CETERRACE

NEW COLOUREDCONC. PAVINGWITH SAWCUTS

FEATUREANCHOR

CONC. PAVING(NATURAL)

NEW COLOUREDCONC. PAVINGWITH SAWCUTS

NEW COLOUREDCONC. PAVINGWITH SAWCUTS

MAST

.1

MAST

.2

MAST

.3

MAST

.2

MAST

.3

BUILDERS

ACCESS

NEW STANDARD SINGLE CROSSOVERTO BE CONSTRUCTED IN ACCORDANCEWITH COUNCIL REGULATIONS.BUILDER TO MAKE ALLOWANCE FORCOUNCIL APPROVAL.

BUILDER TO ESTABLISH EXACTPROPERTY BOUNDARY LINEBEFORE THE COMMENCEMENTOF CONSTRUCTION TO ENSURETHAT EXTERNAL PANEL WALLSSITE INSIDE BOUNDARY LINES.

8.33

8.18

7.71

7.59

7.70

8.08

8.27

NEW 1.8M PICKETFENCE WITH SLIDINGVEHICLE ACCESS GATES

NEW 1.8M PICKETFENCE WITHPEDESTRIANACCESS GATES

PROVIDE TREE PROTECTIONFENCING AROUND TREEDURING CONSTRUCTION

PROVIDE TREE PROTECTIONFENCING AROUND TREEDURING CONSTRUCTION

8.118.29

8.05

8.26

8.06

8.34

8.34

8.34

8.08

7.65

8.09

NEW STANDARD DOUBLE CROSSOVERTO BE CONSTRUCTED IN ACCORDANCEWITH COUNCIL REGULATIONS.BUILDER TO MAKE ALLOWANCE FORCOUNCIL APPROVAL.

EXISTING CROSSOVER TO BEDEMOLISHED. RE-INSTATE FOOTPATH &KERB IN ACCORDANCE WITH COUNCILREGULATIONS. BUILDER TO MAKEALLOWANCE FOR COUNCIL APPROVAL.

EXISTING PORTION OF CROSSOVER TOBE DEMOLISHED. RE-INSTATE FOOTPATH& KERB IN ACCORDANCE WITH COUNCILREGULATIONS. BUILDER TO MAKEALLOWANCE FOR COUNCIL APPROVAL.

7.90

8.26

NEWPIT

NEWPIT

NEWPIT

NEW TRENCH GRATE

NEW TRENCH GRATE

NEWPIT

NEWPIT

NEWPIT

NEWASPHALTPAVING

NEWASPHALTPAVING

EX. TREETRUNK

NEW 1.8M STEEL PICKETGATES FOR VEHICLE &PEDESTRIAN ACCESS

NEW LANDSCAPE

NEWPIT

4000

NEW LA

NDSC

APE

5185

3300

5065

0 2.5m 12.5m 25.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

File:

Drawing:

COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

Y2 ARCHITECTUREARCHITECTURE

INTERIOR DESIGNURBAN PLANNING

466 malvern roadprahran victoria 3181t 03 9510 7860 f 03 9521 1464www.y2architecture.com.au

Issue: As indicated @ A1

9/10

/201

5 2:53

:40

PM

1328

A_1328_WHS_MASTER_CENTRAL_2015

SG

PT

MAY 2015

302

WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE PROPOSED SITE PLAN

PRELIMINARYNOT FOR CONSTRUCTION

SCALE 1 : 200313

SITE PLAN1

NORTH

REVISION BY DATE DESCRIPTION

Page 4: WILLIAMSTOWN HIGH SCHOOL CENTENARY … Documents...WILLIAMSTOWN HIGH SCHOOL CENTENARY THEATRE REVISION BY DATE DESCRIPTION ARCHITECTURAL - 1328 SHEET NUMBER SHEET TITLE 300 COVER SHEET

UP

UP

1314

1314

313

3

3134

313

2

313 1

1.04

STAGE

1.01

FOYER

1.17

STORE 2

1.07

BOX OFFICE

1.19

SETS/STORE

1.05

SOUND LOCK2

1.20

COSTUMESTORE

FEMALE CHANGE1.22

1.25

F SHW

1.29

M SHW1.28

M WC1.26

M LOBBY

MALE CHANGE1.27

1.16

CORRIDOR 2

1.13

MENS WC

1.14

WC LOBBY

1.15

WOMEN'S WC1.10

WCACCESSIBLE

1.09

KIOSK

SOUND LOCK 11.02

1.11

CORRIDOR 1

1.21

STAGE ENTRY

1.23

F LOBBY

D

1.19.1

D

1.05.1

D

1.05.2

D

1.20.1

D

1.21.1

D

1.04.1

D

1.02.2

D

1.02.1

D

1.23.1

D

1.26.1

D

1.29.1

D

1.28.1

D

1.06.1

D

1.10.1

D

1.16.1

REMOVABLE SEATINGIN FRONT ROW FORWHEELCHAIR ACCESS.

1.12

WC LOBBY

1.06

COAT ROOM

4314

4314

D

1.19.3

D

1.12.1

D

1.14.1

D

1.01.4

D

1.17.1

D

1.09.1

D

1.19.2

90 3120 90 4005 90 1955 90 2000 90 1720 90 3630 90

CBDCURTAIN RAIL

CSELEC SWB

FIXED SEATING

4880

4500

4160

95

3150

1450

J

1.09.2

J

1.01.1

EXTENT OF BLOCKWALL

10270

EXTENT

OF BL

OCKWALL

10270

150

2830

9018

2018

018

2090

2780

9014

145

9073

4590

2010

2157

5

7625

COL

COLCO

L

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

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DP

DP

DP

DP DP

DP

DP

3135

1

2

3

5

6

EDB

9

10

4

A

H

11

G

F

7

C

8

50

W

1.01.5

W

1.11.1

3195

6505

6350

8050

5255

7185

2950

14395 8160 1280 5915

13780

3450

3045

3165

4440

2735

R 24165

335

2540

2540

1079

010

790

HR

HR

HR

HR

HR

HR

HRHR

TIERED STEPS/SEATING

FALL

90

T

T T TT

TURURURHB HB

HB HB

HB

GR

GR

HD

HD

HD

ACCESSLADDER

FW

9025

2018

025

2090

D

1.11.1

500500

3000

3000

TIERED STEPS/SEATING

TIERED STEPS/SEATING

FALL

123

FEATURE SCULPTURE

DASHED ABOVE. REFER

SPECIFICATION.

FOR SEATING SETOUTS,REFER TO SEATINGCONTRACTORS PLANS &SPECIFICATIONS. FORSEATING TYPE, REFERSPECIFICATION.

HOU

SE C

URT

AIN,

VAL

ENCE

& D

ROP

DOW

N PR

OJEC

TOR

ABOV

E.(B

Y OT

HERS

)

DP

2314

2314

3314

3314

1315

RL: 8.34RL: 8.04

RL: 8.34

RL: 8.34

RL: 8.34

RL: 8.34

BI-FOLDING DOORS

TRH

SLAB LEVEL: 8.29

25.0°

25.0°

1865

CURT

AIN R

L

1:20 MIN. FALL

DPDP

GATE

BLADE WALLCFC CLADDING

AWNING ROOF OVER

45

45 3210 6140 2090 5530

500

1.24

F WC

FR (NIC

)

3095

LOCK

ERS

& SE

AT

GR GR

GR GR

GR GR

GR GR

T

T

SHR

SHR

BAHD V

BAHDV

D

1.19.4

D

1.24.1

D

1.25.1

COL

COL COL

COL

COL

EXTENT OF CONC PANEL10235

5605 90 2420 90 2635 90 4225 50150

EXTE

NT

OF C

ONC

PANEL

9900

9030

8090

1565

9015

6590

3280

90 1875 90 945 90 900 90285

190 2815 190 11205 180 9105 150

1020

9020

00

150

3000

9064

6015

014

100

150

5210

9072

1590

3000

TGSI

TGSI

TGSI

TGSI

(ABOVE)

(ABOVE)

W

1.01.3

W

1.01.4

(ABOVE)

W

1.16.3

W

1.16.2

J

1.07.1

VOID SPACEBELOW FRAMED

PLATS.1.03

AUDITORIUM

HR

HR

TGSI

TGSI

BULKHEAD OVER

BULK

HEAD

OVE

R

2025

DP

DP

DP

TGSI

TGSI

FHR

FHR

DATA

W

1.09.1

W

1.07.1

SHV

1.08

LOBBYJ

1.08.1

FW

HB

CBD

OH

PIE

WAR

MER

(NIC

)CO

FFEE

(NIC

)

S

BW

SERVING COUNTER

SERV

ING

COUN

TER

TR WMDRY OVER

LOCK

ERS

& SE

AT

D

1.01.5

D

1.02.3

D

1.01.1

D

1.01.2

D

1.01.3

W

1.01.1

D

1.21.4

D

1.04.2

W

1.01.2

J

1.09.1

D

1.21.2D

1.21.3

1700

9090

865

TO COL.4065

COL

COL

260

2235

90

J

1.06.1

OHOH

D

1.09.2FW

FW

FW

FW

LEG

(BY

OTHE

RS)

LEG

(BY

OTHE

RS)

LEG

(BY

OTHE

RS)

LEG

(BY

OTHE

RS)

LEG

(BY

OTHE

RS)

LEG

(BY

OTHE

RS)

REAR

SCR

IM &

CYC

LORA

MA

OVER

(BY

OTHE

RS)

CAR1

CAR1

CAR2

CAR2

FM1

FM1

T1

CT1

CT1

CT1

CT1

CT1

CT1

CT1

RF1

RF1

RF1

RF1

RF1

RF3

RF1

RF2

RF2

CON

CON

CON

INSULATION FIXED TOINSIDE FACE OF WALL INSTAGE FROM 3000mm TOTOP OF WALL. REFER SPEC.

1200X2400 TIMBER FLOORJOINTS. REFER SPEC.

RT

TRH

TRH

W

1.27.1

ABOVE1800 800

280

9052

0

5084

0

MECH SWB

BT

Rw

BTBT

BT

BT

BT

Rw

Rw

RwRw

Rw

Rw

Rw

Rw

Rw

Rw

Rw

Rw

Rw ABOVE

ABOVE

Rw

Rw W

1.16.1

WALL OVER

CAR2

108590

2000

1500

5185

2120

5400

RF1

TENDEROPTION T0-01

TENDEROPTION T0-02

1314

313 1

1.18

BIO BOX

AB

CD

EF

GH

JK

LM

1.03

AUDITORIUM

2

3

5

6

B

9

10

4

A

H

G

F

COL

COL

1315

D

1.18.1

W

1.18.1

ACCESSHATCH

TO GRID2015 90

UP

UP

BENCH

1000

1000

1000

1000

1000

1000

1000

1000

1000

645

HR

HR

COL

COL

COL

COL

COL

COL

COL

6505

6350

8050

5255

3045

3450

865

3450

3045

2220

2225

6350

6350

C LC L

25.0°

25.0°

1700

1.04

STAGE

7360

3310

CL

3075

CL

CAR2 CAR2 T1

205

185

1200

1200

9500

1450

3150

NO. OF FIXED SEATS: 286NO. OF REMOVABLE SETAS (FRONT ROW) 18

SEATING No.s:

TREADS: 500 DEEPRISERS: 150 HIGH

STAIRS:

GENERAL LEGEND

WALL TYPES

190mm BLOCK WALL

TIMBER STUD WALL - STUD DEPTH AS SCHEDULED BY STRUCTURAL ENGINEER

*REFER ALSO TO STRUCTURAL ENGINEERS DRAWINGS FOR STUD SCHEDULES& STRUCTURAL DETAILS

LEGEND

JOINERYROOM NUMBER/JOINERY REFERENCE

WINDOWROOM NUMBER/WINDOW REFERENCE

DOORROOM NUMBER/DOOR REFERENCEROOM NUMBER

COL STRUCTURAL STEEL COLUMN REFER TOSTRUCTURAL ENGINEERS DRAWINGS

CS CLEANERS SINK

DS DOUBLE STUD

FHR FIRE HOSE REEL-REFER HYDRAULIC DRAWINGS

EJ EXPANSION JOINT

FW FLOOR WASTE WITH LOCAL GRADE UNLESSOTHERWISE NOTED

HB HAND BASIN

GR GRAB RAIL

HWU HOT WATER UNIT

PIN PINBOARD [REFER SPECIFICATION]

SS STAINLESS STEEL SINK

DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS AS INDICATED

THE BUILDER IS TO VERIFY ALL DIMENSIONS AND LEVELS PRIOR TO COMMENCING ANY WORK.DISCREPANCIES ARE TO BE REPORTED BACK TO THE SUPERINTENDENT FOR CLARIFICATION.

ALL WORKS TO COMPLY WITH CURRENT AUSTRALIAN STANDARDS AND THE BUILDING CODE OFAUSTRALIA.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND CONSUTANTDRAWINGS AND SPECIFICATIONS FOR THE FULL SCOPE OF WORKS.

ALL DIMENSIONS TO BE READ IN CONJUNCTION WITH PLAN DETAILS, DETAILED WALL AND COLUMNSETOUT DIMENSIONS SHOWN IN PLAN DETAILS

ALL LEVELS TO BE READ IN CONJUNCTION WITH CIVIL DRAWING, COORDINATE STAIR CONSTRUCTIONWITH CIVIL PAVING LEVELS, CIVIL PAVING LEVELS TAKE PRECEDENCE OVER INDICATIVE LEVELSSHOWN ON ARCHITECTURAL DRAWINGS.

REFER TO FINISHES SCHEDULE IN SPECIFICATION FOR ALL WALL FINISHES.

REFER TO FINISHES LEGEND IN SPECIFCATION FOR FINISHES ABBREVIATIONS.

REFER TO WINODW SCHEDULE FOR ALL WINDOW SIZES & CONFIGURATIONS.

ALL GLAZING TO COMPLY WITH AS1288.

ALL TIMBER FRAMING TO COMPLY WITH AS1684

ALL STUD WALLS TO BE FULL HEIGHT TO UNDERSIDE OF ROOFING, UNLESS OTHERWISE NOTED.

ALL COLUMN DIMENSIONS ARE SHOWN FROM CENTRE-LINE AT ADJACENT FLOOR LEVEL UNLESSOTHERWISE NOTED.

101

A

D

C

B

INTERNAL ELEVATION VIEWS

IE

HD HAND DRYERMSSB MECHANICAL SERVICES SWITCHBOARD

DB ELECTRICAL DISTRIBUTION BOARD

ESB ELECTRICAL SWITCHBOARD

TR STAINLESS STEEL TROUGH

Rw49 ACOUSTIC WALL - REFER TO SPECIFICATION

STP SHORT THROW PROJECTOR

D

2.22.2

J

2.22.2

Rw

DP DOWNPIPE

SD SOAP DISPENSERFR REFRIGERATOR

EW SAFETY EYEWASH

(NIC) NOT IN CONTRACT

D

2.22.2

CONCRETE PANEL WALL

BATTEN FRAMING & LINING AGAINST BLOCKWALL OR CONCRETE PANEL

BT

FLOOR FINISHES LEGENDROOM NUMBER (REFER SCHEDULE)

DIRECTION OF PATTERN

DENOTES MATERIAL COLOUR/FINISH-REFER TO FINISHES SCHEDULE

SETOUT POINT

FLOOR MATTING

1. CONTRACTOR TO LIAISE WITH SUPERINTENDENT ON SITE FOR EXACT ALIGNMENT OF FLOOR FINISHES WITHRESPECT TO WALLS, DOORS/WINDOWS OPENINGS AND JOINERY ITEMS INCLUDING KICKS.

2. REFER TO INTERIOR FINISHES LEGEND FOR MATERIAL, COLOUR & FINISHES.

3. UNLESS DIMENSIONED OTHERWISE; ALL CHANGE IN FLOOR FINISH BETWEEN ROOMS SHALL FINISH UNDERDOOR LEAF

4. REFER TO SPECIFICATION FOR ALL TRIM DETAILS - PROVIDE A BRASS COVER STRIP TO ALL JOINS BETWEENDIFFERING FINISHES

5. FLOOR FINISHES TO CONTINUE INTO ALL UNDER BENCH VOID SPACESeg: DW, WM, DRY, OVEN

6. PROVIDE TRANSITION STRIPS WHERE CHANGE IN FLOOR FINISHES OCCUR

101

XX n

CERAMIC TILE

SHEET VINYL - TYPE 1

RT RECESSED SLIDING DOOR TRACK

FW FLOOR WASTE - REFER TO HYDRAULICAL DRAWINGS

TRH DOOR THRESHOLD

FM1

CT1

V1

SHEET VINYL - TYPE 2V2

CARPET - TYPE 1CAR1

CARPET - TYPE 2CAR2

TIMBER FLOOR (50mm SLAB SETDOWN)T1

0 1.0m 5.0m 10.0m

Project: Title: Scale:

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WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE FLOOR PLAN

PRELIMINARYNOT FOR CONSTRUCTION

SCALE 1 : 100313

GROUND FLOOR PLAN1

SCALE 1 : 100313

UPPER LEVEL FLOOR PLAN2

REVISION BY DATE DESCRIPTION

1 05.06.15 GALLERY HOLD

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1.04

STAGE

1.01

FOYER1.07

BOX OFFICE

1.19

SETS/STORE

1.05

SOUND LOCK2

1.20

COSTUMESTORE

1.22

FEMALECHANGE

1.25

F SHW

1.29

M SHW1.28

M WC1.26

M LOBBY

1.27

MALECHANGE

1.16

CORRIDOR 2

1.13

MENS WC

1.14

WC LOBBY1.15

WOMEN'S WC

1.10

WCACCESSIBLE

1.09

KIOSK

1.02

SOUND LOCK1

1.11

CORRIDOR 1

1.21

STAGE ENTRY

1.23

F LOBBY

1.12

WC LOBBY

1.06

COAT ROOM

3° 3°

SH 4605

SH 4780

SH 4960

SH 5135

SH 5280

RAKEACP

RAKEACP

RAKEACP

RAKEACP

RAKEACP

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

CFC

2700.00

CFC

2700.00

1

2

3

5

6

EDB

9

10

4

A

H

11

GF

7

C

8

NO CEILING

1.24

F WC

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

PB

2700.00

1.18

BIO BOX

PB

2400.00

PB

2700.00

CFC

2700.00

NO

CEIL

ING

ABOV

E AC

OUST

IC P

ANEL

S

SKY

SKY

SKY

PB

2700.00

150W X 100DPLASTERBOARD COFFERIN CEILING FOR LIGHTING

PITCH

CL: 3150

PLASTERBOARD BULKHEADSABOVE JOINERY

PB

2100.00

PAINT FINISH TO STRUCTURE& INSULATION FOIL

SURFACE. REFER SPEC.

PAIN

T FI

NIS

H T

O ST

RUCT

URE

& IN

SULA

TION

FOI

LSU

RFAC

E. R

EFER

SPE

C.

RAKEPPB

LEG

(BY

OTHER

S)

REAR

SCR

IM (BY

OTH

ERS)

450mm EXPRESSEDJOINT EAVE OVERHANGABOVE SHOWN DASHED.TO MATCH JOINT LAYOUTOF FASCIA

1200 600 1200 600 1800 600 1830 600 1200 1750

1200

600

600

2795

1430 10

3574

0

1965

3415

3170

1200

180058

3058

30

500

500

500

500

500

LIGH

TING

BAR

(AD

JUST

ABLE

HEI

GHT)

SIDE LIGHTING BAR (ADJUSTABLE HEIGHT)

SIDE LIGHTING BAR (ADJUSTABLE HEIGHT)

LIGH

TING

BAR

(AD

JUST

ABLE

HEI

GHT)

LIGH

TING

BAR

(AD

JUST

ABLE

HEI

GHT)

VALA

NCE

(BY

OTH

ERS)

LEG

(BY

OTHER

S)

LEG

(BY

OTHER

S)

LEG

(BY

OTHER

S)

LEG

(BY

OTHER

S)

LEG

(BY

OTHER

S)

VALA

NCE

(BY

OTH

ERS)

VALA

NCE

(BY

OTH

ERS)

HOU

SE C

URT

AIN,

VAL

ANCE

& D

ROP

DOW

N PR

OJEC

TOR

SCRE

EN(B

Y OT

HERS

)

CYCL

ORAM

A OV

ER (BY

OTH

ERS)

FEATURE SCUPTURE SUSPENDED FROMROOF STRUCTRE & PRETRUDE FROMTHE FACE OF THE PERFORATEDPLASTERBOARD LINING.FEATURE SCULPTURE TBC. (REFERMONATARY PROVISIONS).

CFC

2700.00

RAKEPB

PITC

H 3

°

CL: 2700

4300

2730

2000

2070

3000

2825

1410

TENDEROPTION T0-01

TENDEROPTION T0-02

CEILING LEGEND

ROOM NUMBER (REFER SCHEDULE)

DENOTES SETOUT LOCATION FOR CEILING TILE GRID

COMPRESSED FIBRECEMENT SHEET WITHEXPRESSED JOINTS

PB PLASTERBOARD LINING

CEILING ACCESS PANEL

MECHANICAL GRILLE-REFER MECHANICAL DWGS

CFC COMPRESSED FIBRE CEMENT

1. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR LIGHT FITTING TYPES2. REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR GRILLE TYPES & SIZES3. READ ARCHITECTURAL, ELECTRICAL & MECHANICAL DRAWINGS AS ONE AND ANY DISCREPANCIES TO BE

REPORTED TO THE SUPERINTENDANT FOR RESOLUTION4. THE ELECTRICAL CONTRACTOR IS TO WAIT FOR ALL ELECTRICAL EQUIPMENT TO BE POSITIONED BEFORE ANY

CEILING G.P.O'S ARE TO PROTRUDE THROUGH CEILING.

CEILING MATERIAL

CEILING HEIGHT TO FLOOR DIRECTLY BELOW CEILING OR RAKINGCEILING WHERE SO INDICATED

DENOTES MATERIAL COLOUR/FINISH-REFER TO COLOUR SCHEDULEXX n

101

2550PB

APSUSPENDED LIGHT FITTING- REFER ELECTRICAL DWGS

RECESSED LIGHT FITTING- REFER ELECTRICAL DWGS

WPB PLASTERBOARD WATER RESISTANTJL PANEL JOINT LINES AS DETAILED

SURFACE MOUNTED LIGHT FITTING- REFER ELCTRICAL DWGS

PERFORATEDPLASTERBOARD

RECESSED LED DOWNLIGHT- REFER ELECTRICAL DWGS

EXTERNAL RECESSED LEDDOWNLIGHT - REFERELECTRICAL DWGS

A/C CEILING CASSETTE- REFER MECHANICAL DWGS

SUSPENDED LINEAR TYPE LIGHTFITTING - REFER ELECTRICAL DWGS

EXIT CEILING MOUNTED EXIT SIGN- REFER ELECTRICAL DWGS

ACT ACOUSTIC CEILING TILES

A/C UNIT WALL MOUNTED-REFER MECHANICAL DRAWINGS

ACOUSTIC CEILING PANELS

EL

WALL MOUNTED SHORT THROWPROJECTOR - REFER TOELECTRICAL DRAWINGS

CEILING FAN - REFER TOELECTRICAL DRAWINGS

PPB PERFORATED PLASTEROBARD

SH CEILING SPRING HEIGHT

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

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COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

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WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE REFLECTED CEILING PLAN

PRELIMINARYNOT FOR CONSTRUCTION

SCALE 1 : 100313

REFLECTED CEILING PLAN - LEVEL 11

REVISION BY DATE DESCRIPTION

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1314

4314

4314

FALL

1:200

300X

300

75D

SUMP

EXTERNAL FACE OF WALL BELOW

BARGE CAPPING WITHCOLORBOND FINISH TOMATCH ROOFING

NOTE: ROOF SAFETY SYSTEM TO COMPLY WITH OH&SACT AND REGULATIONS, INCLUDING RELEVANTAUSTRALIAN STANDARDS FOR MAINTENANCE ACCESSTO MECHANICAL SERVICES & GUTTERS. CONFIRMATIONOF ANCHOR POINT TO COMPLY WITH THE ABOVEREGULATIONS. REFER TO SPECIFICATION

APRON FLASHING TO PARAPETWALL. COLORBOND FINISH.

SPANDEK METAL PROFILEROOF SHEETING

LSB

LSB

ZINACALUME 300W X100D BOX GUTTER

FALL

1:200

RWH,DP1 &SPDR

SOAKER GUTTER

SOAKER

GUTTER

COLORBOND EAVES GUTTER

COLO

RBON

D EA

VES

GUTT

ER

COLO

RBON

D EA

VES

GUTT

ERCO

LORB

OND

EAVE

S GU

TTER

COLORBOND EAVES GUTTER

PARAPET CAPPING WITHCOLORBOND FINISH TOMATCH ROOFING

COLORBOND EAVES GUTTER

COLORBOND EAVES GUTTER

EXTERNAL FACE OF WALL BELOW

RL

RL

RL

APRON FLASHING TO PARAPETWALL. COLORBOND FINISH.

COLORBOND EAVESGUTTER

DP2

DP1

DP1

DP1

1

2

3

5

6

EDB

9

10

4

A

H

11

GF

7

C

8

2314

2314

3314

3314

1315

DP1

&SP

DR

RWH &AERIALDP

SPDR

DP1

&SP

DRDP

1 &

SPDR

DP1

&SP

DR

DP1

&SP

DR

DP2

DP2

DP2

DP2

DP1

DP1

DP2

LSB

MECHANICAL DUCTINGON ROOF TO ENGR'SDETAILS

PARAPET CAPPING

PARAPET CAPPING

PARA

PET

CAPP

ING

PARA

PET CA

PPIN

G

300X

300

75D

SUMP

SOAK

ER G

UTTE

R

MECHANICAL RISERSMOUNTED ON WALLTO ENGR'S DETAILS

MECHANICAL DUCTINGON ROOF TO ENGR'SDETAILS

APRON FLASHING TO PARAPETWALL. COLORBOND FINISH.

SHEE

T FL

ASHI

NGFALL

FALL

FALL

FALL

FALLFALL

FALL

APRON FLASHING TO PARAPETWALL. COLORBOND FINISH.

COLORBOND CAPPINGABOVE BLADE WALL

FALL

FALL

PROVIDE SAFTEY GUARD RAILTO EXTENT OF PLATFORM

PROVIDE SAFTEY GUARD RAILTO EXTENT OF PLATFORM

SHEET FLASHING

FIXEDLADDER

PLANT PLATFORM ABOVEROOF. REFER STRUCTURALENG'RS DETAILS.

A/C UNIT PLATFORM ABOVEROOF. REFER STRUCTURALENG'RS DETAILS.

HWS

MECHANICAL UNIT .REFER ENG'RSDRAWINGS

COLO

RBON

DEA

VES

GUTT

ER

DP2

TENDEROPTION T0-01TENDEROPTION T0-01

DENOTES MATERIAL COLOUR/FINISH-REFER TO LEGEND

MC-2 POWDER-COATED ALUMINIUM FIN SUN SHADING DEVICE

ROOF LEGEND

XX n

MC-3 ALUMINIUM SCREEN , POWDER-COAT FINISH

MC-1 STEEL SHEETING COLOURBOND FINISH

TB-1 GLULAM

EG EAVES GUTTER

DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS AS INDICATED

THE BUILDER IS TO VERIFY ALL DIMENSIONS AND LEVELS PRIOR TO COMMENCING ANY WORK.DISCREPANCIES ARE TO BE REPORTED BACK TO THE SUPERINTENDENT FOR CLARIFICATION.

ALL WORKS TO COMPLY WITH CURRENT AUSTRALIAN STANDARDS AND THE BUILDING CODE OFAUSTRALIA.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND CONSUTANTDRAWINGS AND SPECIFICATIONS FOR THE FULL SCOPE OF WORKS.

ALL DIMENSIONS TO BE READ IN CONJUNCTION WITH PLAN DETAILS, DETAILED WALL ANDCOLUMN SETOUT DIMENSIONS SHOWN IN PLAN DETAILS

ALL LEVELS TO BE READ IN CONJUNCTION WITH CIVIL DRAWING, COORDINATE STAIRCONSTRUCTION WITH CIVIL PAVING LEVELS, CIVIL PAVING LEVELS TAKE PRECEDENCE OVERINDICATIVE LEVELS SHOWN ON ARCHITECTURAL DRAWINGS.

REFER TO FINISHES SCHEDULE IN SPECIFICATION FOR ALL WALL FINISHES.

REFER TO FINISHES LEGEND IN SPECIFCATION FOR FINISHES ABBREVIATIONS.

REFER TO WINODW SCHEDULE FOR ALL WINDOW SIZES & CONFIGURATIONS.

ALL GLAZING TO COMPLY WITH AS1288.

ALL TIMBER FRAMING TO COMPLY WITH AS1684

ALL STUD WALLS TO BE FULL HEIGHT TO UNDERSIDE OF ROOFING, UNLESS OTHERWISE NOTED.

ALL COLUMN DIMENSIONS ARE SHOWN FROM CENTRE-LINE AT ADJACENT FLOOR LEVEL UNLESSOTHERWISE NOTED.

PC-1 POLYCARBONATE ROOF SHEETING

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

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WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE ROOF PLAN

PRELIMINARYNOT FOR CONSTRUCTION

REVISION BY DATE DESCRIPTION

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GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

PARAPET HT

6900.00

LOWER FLOOR LEVEL

-300.00

BIO BOX FLOOR LEVEL

3000.00

1 2 3 5 64

PROFILED METALWALL CLADDINGCOLORBOND FINISH

SPLIT FACEBLOCKWORK WALL

FM PM

BL

FM FM FM FMPM PM PM PMPM

FLAT SHEET METALFEATURE WALL STRIPPOWDERCOAT FINISH

CJ

CFC JT

JT

JT JT

JT

CFC JT

CJ CJ

D

1.21.1

D

1.19.1

MAST 1 MAST 2 MAST 3

FEATURE STEEL MAST.POWDERCOAT FINISH

1 SHEET4 SHEETS 4 SHEETS

3 SHEETS1 SHEET

6 SHEETS3 SHEETS 5 SHEETS

1 SHEET

1045

AUDI

T ORI

UM P

ARAP

ET

NOM

.67

90

3600

2700

DETA

IL 2

REFE

R

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

PARAPET HT

6900.00

LOWER FLOOR LEVEL

-300.00

EDBA C

PROFILED METALWALL CLADDINGCOLORBOND FINISH

CONCRETE PANEL WALLWITH SELECTED FINISH

PJ PJ

JT

JT

JT JT JT

JT

JTJT JT

JTJTJT

JT

JT

JT

JT JT

D

1.01.4

W

1.01.3

D

1.11.1

1200 900 2400 12009002400

1225

875

2700

EXPRESSED JOINT CFC SHEETCLADDING WITH PAINT FINISH

EXPRESSED JOINTCFC SHEET FASCIASWITH PAINT FINISH

SPLIT FACEBLOCKWORK WALL

6900

4 SHEETS

3 SHEETS

2 SHEETS

815

EQUAL EQUAL EQUAL

DETA

IL 2

REFE

R

FMFM PM

BL

CFC

CFC

CFC

CFCCFC

CP

RWH

DP

DP DP

PM

COLORBOND EAVEGUTTER

ALUMINIUM FRAMEDBI-FOLD DOORSP'COAT FINISH

CIRCULAR STEEL POSTSWITH P'COAT FINISH

ALUMINIUM FRAMEDWINDOWS P'COAT FINISH

3DEG

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

CEILING LEVEL

2700.00

PARAPET HT

6900.00

LOWER FLOOR LEVEL

-300.00

E D B AC

PROFILED METALWALL CLADDINGCOLORBOND FINISH

CONCRETE PANEL WALLWITH SELECTED FINISH

PJ

JT

EXPRESSED JOINT CFC SHEETCLADDING WITH PAINT FINISH

SPLIT FACEBLOCKWORK WALL

PM

BL

CFC

CP

DP

PJ

D

1.17.1

D

1.05.1

CFC

CONCRETE PANEL WALLWITH SELECTED FINISH

CP PJ PJ

3600

2700 35

00

6900

D

1.19.1

JT

JT JT

COLORBONDEAVE GUTTER

MECHANICAL UNITS MOUNTEDON STEEL PLATFORMS. REFERTO ENG'RS DETAILS

MECHANICAL RISER SHOWNDASHED. REFER TOMECHANICAL ENG'RSDETAILS

RWH

DP

3.0°

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

PARAPET HT

6900.00

3600

12356 478

W

1.16.3

W

1.16.1

W

1.11.1

W

1.01.5

W

1.16.2

PROFILED METALWALL CLADDINGCOLORBOND FINISH

CONCRETE PANEL WALLWITH SELECTED FINISH

PJ

JT

EXPRESSED JOINTCFC SHEET CLADDINGWITH PAINT FINISH

CFC

CP

DP

PM

COLORBOND EAVEGUTTER

ALUMINIUM FRAMEDWINDOWS P'COAT FINISH

CFCCFC

CFC

CFCCFC

CFC

COLORBOND ROOFSHEETING & EAVEGUTTER

EXPRESSED JOINT CFC SHEETCLADDING WITH PAINTFINISH TO FEATURE BLADE

DPDPDP

DP DPDP

DP

DP

DP

JT

JT

JT JT JT

JTJT

JT

JT

JT

JT

JT

JT

JT

JT

JT

PM

PJ PJ

CP PJ PJ

CONCRETE PANEL WALLWITH SELECTED FINISH

MECHANICAL UNITS MOUNTEDON STEEL PLATFORM TOENG'RS DETAILS

CONDENSOR UNITS MOUNTEDON STEEL PLATFORM TOENG'RS DETAILS

FIXED LADDER WITH LOCKABLE CAGE FORROOF ACCESS. TYPE TO BE CONFIRMEDBY SAFE ROOF ACCESS CONTRACTOR

1800 HIGH STEELPICKET FENCING &GATES. REFER SPEC.

3600

2700

6900

DENOTES MATERIAL COLOUR/FINISH-REFER TO LEGEND

FM ALUMINIUM FLAT SHEET FEATURE CLADDING - POWDERCOAT FINISH

ELEVATIONS LEGEND

XX n

PM PROFILED METAL SHEET CLADDING - COLOURBOND FINISH

DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS AS INDICATED

THE BUILDER IS TO VERIFY ALL DIMENSIONS AND LEVELS PRIOR TO COMMENCING ANY WORK.DISCREPANCIES ARE TO BE REPORTED BACK TO THE SUPERINTENDENT FOR CLARIFICATION.

ALL WORKS TO COMPLY WITH CURRENT AUSTRALIAN STANDARDS AND THE BUILDING CODE OFAUSTRALIA.

THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND CONSUTANTDRAWINGS AND SPECIFICATIONS FOR THE FULL SCOPE OF WORKS.

ALL DIMENSIONS TO BE READ IN CONJUNCTION WITH PLAN DETAILS, DETAILED WALL ANDCOLUMN SETOUT DIMENSIONS SHOWN IN PLAN DETAILS

ALL LEVELS TO BE READ IN CONJUNCTION WITH CIVIL DRAWING, COORDINATE STAIRCONSTRUCTION WITH CIVIL PAVING LEVELS, CIVIL PAVING LEVELS TAKE PRECEDENCE OVERINDICATIVE LEVELS SHOWN ON ARCHITECTURAL DRAWINGS.

REFER TO FINISHES SCHEDULE IN SPECIFICATION FOR ALL WALL FINISHES.

REFER TO FINISHES LEGEND IN SPECIFCATION FOR FINISHES ABBREVIATIONS.

REFER TO WINODW SCHEDULE FOR ALL WINDOW SIZES & CONFIGURATIONS.

ALL GLAZING TO COMPLY WITH AS1288.

ALL TIMBER FRAMING TO COMPLY WITH AS1684

ALL STUD WALLS TO BE FULL HEIGHT TO UNDERSIDE OF ROOFING, UNLESS OTHERWISE NOTED.

ALL COLUMN DIMENSIONS ARE SHOWN FROM CENTRE-LINE AT ADJACENT FLOOR LEVEL UNLESSOTHERWISE NOTED.

CONCRETE BLOCK VENEER

VERTICAL PROFILED METAL CLADDING, COLORBOND FINISH

CFC SHEET PAINT FINISH

1. REFER EXTERNAL COLOUR & FINISH LEGEND IN SPECIFICATION FOR ALL COLOUR & MATERIAL DETAILS2. REFER TO WINDOW SCHEDULE FOR WINDOW SASH & GLAZING CONFIGURATIONS

DENOTES MATERIAL COLOUR/FINISH-REFER TO COLOUR SCHEDULE

FINISHED FLOOR LEVEL

DP DOWNPIPE

ELEVATIONS LEGEND

XX n

RL 00.000

RC ROOF COWL

EXF EXHAUST AIR FAN

COL STRUCTURAL COLUMN

JT CFC EXPRESSED JOINT LINES

CJ CONTROL JOINT

BL SPLIT FACE BLOCKWORK WALL

CFC COMPRESSED FIBRE CEMENT SHEET CLADDING - PAINT FINISH

CP CONCRETE PANEL WALL - SELECTED FINISH

PJ CONCRETE PANEL JOINT

GROUND FLOOR LEVEL

0.00

PARAPET HT

6900.00

10 11

PROFILED METALWALL CLADDINGCOLORBOND FINISH

CONCRETE PANEL WALLWITH SELECTED FINISH

JT

EXPRESSED JOINT CFC SHEETCLADDING TO FEATURE BLADEWITH PAINT FINISH

EXPRESSED JOINTCFC SHEET FASCIASWITH PAINT FINISH

SPLIT FACEBLOCKWORK WALL

PM

BL

CP

RWH

DP

W

1.01.2

D

1.01.1

D

1.01.2

D

1.01.3

W

1.01.1

HRHR HR HR HRHR

JTJTJTJTJT

DP

CFC

JT

JT

3600

2700

ALUMINIUM FRAMEDGLAZING & DOORS WITHPOWDERCOAT FINISH

FEATURE MAST. REFERDETAILS & SPEC.

CIRCULAR STEEL POSTSWITH POWDERCOATFINISH

ALUMINIUM FRAMEDCLEARSTORY GLAZINGWITH POWDERCOAT FINISH

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

File:

Drawing:

COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

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WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE ELEVATIONS

PRELIMINARYNOT FOR CONSTRUCTION

SCALE 1 : 100310

SOUTH-WEST ELEVATION1

SCALE 1 : 100310

SOUTH-EAST ELEVATION2

SCALE 1 : 100310

NORTH-WEST ELEVATION3

SCALE 1 : 100310

NORTH-EAST ELEVATION4

REVISION BY DATE DESCRIPTION

SCALE 1 : 100310

SOUTH ELEVATION5

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GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

PARAPET HT

6900.00

PARAPET HT

6900.00

1.04

STAGE

1.17

STORE 2

1.16

CORRIDOR 2

1.18

BIO BOX

LOWER FLOOR LEVEL

-300.00

BIO BOX FLOOR LEVEL

3000.00

2

315

3

315

4315

VOIDBELOWPLATS

DBA C

4500

5580

ROOF BEAM

3°3°

ROOF BEAM

BOXGUTTER

EAVEGUTTER

EAVEGUTTER

ROOF FALLROOF FALL

ROOF FALL

AUDITORIUM1.03

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

4314 EDB C

2

316

1.19

SETS/STORE1.21

STAGE ENTRY

1.27

MALECHANGE

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

DB C

1

316

1.01

FOYER1.11

CORRIDOR 1

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

PARAPET HT

6900.00

1 2 3 5 64 7 8

2314

3314

3

316

1.07

BOX OFFICE1.01

FOYER1.04

STAGE1.19

SETS/STORE

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

File:

Drawing:

COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

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WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE SECTIONS

PRELIMINARYNOT FOR CONSTRUCTION

SCALE 1 : 100310

SECTION 21

REVISION BY DATE DESCRIPTION

SCALE 1 : 100310

Section 12

SCALE 1 : 100310

Section 33

SCALE 1 : 100310

Section 44

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GROUND FLOOR LEVEL

0.00

PARAPET HT

6900.00

10

FOLDED COLORBOND CAPPINGLAP DOWN 50MM TO SUITCLADDING PROFILE

PROFILED METAL CLADDING FIXEDVERTICALLY TO HORIZONTAL TOP HATS.CLADDING FIXED THROUGH SARKING, TOPHATS AND TIMBER FRAMING

TIMBER STUD WALL FRAMINGWITH PLASTERBOARD LINING.PROVIDE FOIL FACED WALLINSULATION AS SPECIFIED.

COLORBOND METAL DECK ROOFSHEETING OVER SAFETY MESH, FOILFACED INSULATION BLANKET, FIXEDOVER ROOF PURLINS VIA SPACERS.REFER SPEC.

COLORBOND PROFILED METALWALL CLADDING FIXED TO INSIDEOF PARAPET FRAME.

ZINCALUME 300W SOAKERGUTTER. PROVIDE PROFILE METALGUTTER SUPPORT BELOW.PROVIDE WATER TIGHT FLASHING.

COLORBOND METAL DECK ROOFSHEETING FIXED OVER TIMBERFRAMING & SARKING. ENSUREWATERTIGHT FLASHING IS INSTALLED.

PROVIDE CLOSED CELL FOAM STRIPTO MATCH PROFILE OF ROOF.

ACOUSTIC PANEL CEILINGSUSPENDED FROM CEILINGPURLINS/TRIMMERS. REFERSPECIFICATION.

CORE FILLED CONCRETEBLOCKWORK WALL. REFERSTRUCTURAL ENGINEERS DETAILS.

STAINLESS STEEL HANDRAIL& BRACKET FIXED TO WALL.REFER HANDRAIL DETAILS.

TIMBER SHEET FLOORINGSUPPORTED ON TIMBER FLOORFRAMING TO ENG'RS DETAILS. FIXNOISE BREAK INSULATION BELOW.

FIX PLASTERBOARD LINNINGOVER TOPHAT SECTIONS ANDFOAM BOARD INSULATION, ASSPECIFICED.

FIX PLASTERBOARDLINNING OVER BLOCKWORKWALL VIA BATTENS.

PROVIDE SKIRTING ASSPECIFIED.

CONCRETE FLOOR SLAB ANDFOOTINGS. REFERSTRUCTURAL ENG'RS DETAILS.

STRUCTURAL STEELCOLUMN FIXED TO TOPOF BLOCKWORK. REFERENG'RS DETAILS.

SELECTED TILES INSTALLEDOVER CONCRETE SLAB.REFER SPEC.

PROVIDE BLINDINGCONCRETE AS REQUIREDREFER ENG'RS DETAILS.

1.01

FOYER

AUDITORIUM1.03

PROVIDE COMPACTED FILLAS REQUIRED REFER ENG'RSDETAILS.

PROVIDE SKIRTINGAS SPECIFIED.

SHADOWLINE STOPPINGANGLE TO CORNER JUNCTION.

SUSPENDED CEILING WITHPERFORATED PLASTERBOARD ANDFLUSH PLASTERBOARD PERIMETER.

PARAPET HT

6900.00

LOWER FLOOR LEVEL

-300.00

BIO BOX FLOOR LEVEL

3000.00

A

FLUSH PLASTERBOARD CEILINGON METAL SUSPENSIONSYSTEM AS SPECIFIED.

1.18

BIO BOX

1.17

STORE 2

PROVIDE SKIRTING ASSPECIFIED.

FOLDED COLORBOND CAPPING LAPDOWN TO SUIT CLADDING PROFILE

PROFILED METAL CLADDING FIXEDVERTICALLY OVER SARKING & TOPHATS VIA STEEL GIRTS TOENGINEERS DETAILS.

TIMBER STUD WALL FRAMINGWITH PLASTERBOARD LINING.PROVIDE FOIL FACED WALLINSULATION AS SPECIFIED.

COLORBOND METAL DECK ROOF SHEETINGOVER SAFETY MESH, FOIL FACEDINSULATION BLANKET, FIXED OVER ROOFPURLINS VIA SPACERS. REFER SPEC.

CARPET ON TIMBER SHEET FLOORINGSUPPORTED ON TIMBER FLOORFRAMING TO ENG'RS DETAILS. FIXNOISE BREAK INSULATION BELOW.

CONCRETE FLOOR SLAB ANDFOOTINGS. REFERSTRUCTURAL ENG'RS DETAILS.

SUSPENDED BONDEKCONCRETE SLAB TOENGINEERS.

CORE FILLED SPLITFACEBLOCKWORK WALL. REFERENGINEERS DETAILS.

APPLY TEXTURED FINISH TO EXPOSEDAREA OF CONCRETE SLAB. REFERFINISHES SCHEDULE FOR COLOURS.

PROFILED METAL SOFFIT FIXED TOBATTENS BELOW SUSPENDEDCONCRETE SLAB EDGE.

MITRE CLADDING & SOFFIT EDGEENSURING RIBS LINE UP. BENDTRAYS AT BOTTOM OF SHEET TOALLOW MOISTURE TO ESCAPE.

STEEL ROOF BEAM. REFERENG'RS DETAILS

LED STRIP LIGHTING. REFERELECTRICAL ENG'RS DETAILS.

PROVIDE VERMINPROOFING OR CAULKINGABOVE BLOCKWALL

SHADOWLINE STOPPINGANGLE TO CORNER JUNCTION.

TO U

/SID

E OF

CLA

DDIN

G RI

BS23

25

2650

650

2400

GROUND FLOOR LEVEL

0.00

PARAPET HT

6900.00

B

ACOUSTIC PANEL CEILINGSUSPENDED FROM CEILINGPURLINS/TRIMMERS. REFERSPECIFICATION.

MASONITE ON PLYWOOD SHEETFLOORING SUPPORTED ON TIMBERBATTENS ABOVE FLOOR SLAB.REFER SPECIFICATION.

CONCRETE FLOOR SLAB ANDFOOTINGS. REFERSTRUCTURAL ENG'RS DETAILS.

STEEL ROOF BEAM. REFERENG'RS DETAILS

STEEL ROOF BEAM. REFERENG'RS DETAILS

ZINCALUME 350W X 100D BOXGUTTER. PROVIDE PROFILE METALGUTTER SUPPORT BELOW.PROVIDE WATER TIGHT FLASHING.

PROVIDE SPIGOT IN CONC. PANEL.FIX FLASHING & CAULK FORWATER TIGHT FINISH.

FOLDED COLORBOND CAPPING LAPDOWN CONCRETE PANEL

COLORBOND METAL DECK ROOF SHEETINGOVER SAFETY MESH, FOIL FACEDINSULATION BLANKET, FIXED OVER ROOFPURLINS VIA SPACERS. REFER SPEC.

4500

6900

PROJECTOR SCREEN FIXED TOINSIDE FACE OF CONCRETE PANEL.(BY OTHERS)

1.04

STAGEAUDITORIUM1.03

PROVIDE CLOSED CELL FOAM STRIPTO MATCH PROFILE OF ROOF.

PROVIDE BLINDINGCONCRETE AS REQUIREDREFER ENG'RS DETAILS.

PROVIDE COMPACTED FILLAS REQUIRED REFER ENG'RSDETAILS.

CONCRETE PANEL WALL TO ENG'RS DETAILS

ALL STRUCTURE STEEL, PURLINS,TRIMMERS, BRACING & INSIDE FACEOF FOIL TO BE PAINTED BLACK.

HOUSE CURTAIN, VALANCE & DROP DOWNPROJECTOR SCREEN (BY OTHERS)

FOIL FACED INSULATION PANELS. REFER SPEC.

515

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

PARAPET HT

6900.00

D

STEEL ROOF BEAM. REFERENG'RS DETAILS

COLORBOND METAL DECK ROOF SHEETINGOVER SAFETY MESH, FOIL FACEDINSULATION BLANKET, FIXED OVER ROOFPURLINS VIA SPACERS. REFER SPEC.

MASONITE ON PLYWOOD SHEETFLOORING SUPPORTED ON TIMBERBATTENS ABOVE FLOOR SLAB.REFER SPECIFICATION.

CONCRETE FLOOR SLAB ANDFOOTINGS. REFERSTRUCTURAL ENG'RS DETAILS.

1.16

CORRIDOR 21.04

STAGE

FLUSH PLASTERBOARD CEILINGON METAL SUSPENSIONSYSTEM AS SPECIFIED.

COLORBOND METAL DECK ROOFSHEETING OVER SAFETY MESH,FOIL FACED INSULATION BLANKET,FIXED OVER ROOF PURLINS VIASPACERS. REFER SPEC.

STAGE ROOF ACCESS LADDERBEYOND. TYPE TO BE CONFIRMEDBY SAFE ACCESS CONTRACTOR.REFER SPECIFICATION.

GUARD RAIL FOR SERVICINGCONDENSOR UNITS. TYPE TO BECONFIRMED BY SAFE ACCESSCONTRACTOR. REFER ROOF PLANFOR LOCATION.

A/C CONDENSOR UNIT MOUNTEDON ROOF PLATFORM. REFERSTRUCTURAL ENGINEERS DETAILS.

A/C CONDENSOR UNITS. REFERMECHANICAL ENG'RS DETAILS.

ALUMINIUM FRAMED WINDOWSINCLUDING SUBSILL & SUBHEAD.REFER SPECIFICATION.

APPLY RENDER FINISH TO EXPOSEDAREA OF CONCRETE SLAB. REFERFINISHES SCHEDULE FOR COLOURS.

FC SHEET FASCIA OVER TOPHATS. FLASH & CAULKBETWEEN SUBHEAD FORWEATHERTIGHT FINISH.

CONCRETE PANEL WALL TOENG'RS DETAILS.

2700

HALF ROUND COLORBONDGUTTER. REFER ROOF PLANFOR SIZE

PAINTED UPVC DOWN PIPE BEYOND.REFER ROOF PLAN FOR SIZES.

PAINTED UPVC DOWN PIPE &SPREADER BEYOND. REFER ROOFPLAN FOR SIZES.

HALF ROUND COLORBONDGUTTER. REFER ROOF PLANFOR SIZE

STEEL ROOF BEAM. REFERENG'RS DETAILS

PROVIDE CLOSED CELLFOAM STRIP TO MATCHPROFILE OF ROOF.

PROVIDE CLOSED CELLFOAM STRIP TO MATCHPROFILE OF ROOF.

CONCRETE PANEL TO SITON STAGE CONCRETE SLABSETDOWN. REFER ENG'RSDETAILS.

SHADOWLINE STOPPINGANGLE TO CORNER JUNCTION.

PROVIDE SPIGOT INCONC. PANEL. FIXFLASHING & CAULK FORWATER TIGHT FINISH.

FOIL FACED INSULATIONPANELS. REFER SPEC.

3000

FLOOR FINISH & SKIRTING ASSPECIFIED

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

File:

Drawing:

COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

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INTERIOR DESIGNURBAN PLANNING

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WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE CONSTRUCTION DETAILS - SHEET 1

PRELIMINARYNOT FOR CONSTRUCTION

REVISION BY DATE DESCRIPTION

SCALE 1 : 20310

Detail 11

SCALE 1 : 20314

Detail 22

SCALE 1 : 20314

Detail 33

SCALE 1 : 20314

Detail 44

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GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

STEEL ROOF BEAM. REFER

ENG'RS DETAILS

COLORBOND METAL DECK ROOF SHEETINGOVER SAFETY MESH, FOIL FACEDINSULATION BLANKET, FIXED OVER ROOFPURLINS VIA TIMBER BATTENS. REFER SPEC.

HALF ROUND COLORBONDGUTTER. REFER ROOFPLAN FOR SIZE

SELECTED TILES INSTALLEDOVER CONCRETE SLAB.REFER SPEC.

COLORBOND METAL DECK ROOF SHEETINGOVER SAFETY MESH, FOIL FACEDINSULATION BLANKET, FIXED OVER ROOFPURLINS VIA SPACERS. REFER SPEC.

FC SHEET FASCIA WITHEXPRESSED JOINTS OVERTOP HATS.

STEEL ROOF BEAM. REFERENG'RS DETAILS

COLORBOND BARGECAPPING. MIN. 50MMDOWN TURN.

PAINTED CIRCULAR STRUCTURALSTEEL COLUMN TO PENETRATECANOPY. FLASH AROUND ROOFSHEETING AS REQUIRED.

STEEL OUTRIGGER.REFER ENG'RSDETAILS

FLUSH PLASTERBOARD LININGBETWEEN WINDOW FRAMES.PROVIDE SHADOWLINESTOPPING ANGLES AT FRAMEEDGE.

PAINTED STRUCTURAL STEELCOLUMN TO ENG'RS DETAILS.

COLUMN BASE PLATE SETINTO CONCRETE SLAB.REFER ENG'RS DETAILS.

FC SHEET FASCIA OVER TOPHATS FIXED THROUGHSARKING. ALLOW DRIP MOULDAT SOFFIT JUNCTION.

COLORBOND DOWNPIPE BEYOND. REFERROOF PLAN FOR SIZES.

STAINLESS STEEL HANDRAILS &STANCHIONS. REFERSPECIFICATION FOR DETAILS.

PROVIDE ABELFLEX FILLERBETWEEN TERRACE SLAB &CONCRETE STAIRS. REFERCIVIL ENG'RS DETAILS.

GRADE CONCRETE TERRACESLABE AWAY FROM BUILDING.REFER CIVIL ENG'RS DETAILS

FC SHEET SOFFIT LINING WITHEXPRESSED JOINTS FIXED ON35MM TOP HATS

SUSPENDED CEILING WITHPERFORATED PLASTERBOARD ANDFLUSH PLASTERBOARD PERIMETER.

SHADOWLINE STOPPINGANGLE TO CORNER JUNCTION

FC SHEET SOFFIT LINING WITHEXPRESSED JOINTS FIXED ON35MM TOP HATS

ALLOW 75mm MIN. UPSTANDFROM TOP OF ROOF SHEETING TOWINDOW SUBSILL. PROVIDEMARINE PLY BACKING AGAINSTSTUD WALL TO FLASHING.

ALLOW 75mm MIN. UPSTANDFROM TOP OF ROOF SHEETING TOWINDOW SUBSILL. PROVIDEMARINE PLY BACKING AGAINSTSTUD WALL TO FLASHING.

FLASHING TO LAP OVERWINDOW FRAME. ALLOW GAPFOR MOISTURE TO ESCAPE.

ALUMINIUM FRAMED HIGH LEVELWINDOWS. REFER WINDOWSCHEDULES FOR SIZES.

ALUMINIUM FRAMED WINDOWSINCLUDING SUBSILL & SUB HEAD.REFER TO SPEC FOR TYPES.

1.01

FOYEROUTDOORTERRACE

GROUND FLOOR LEVEL

0.00

7

STEEL ROOF BEAM. REFERENG'RS DETAILS

COLORBOND METAL DECK ROOF SHEETINGOVER SAFETY MESH, FOIL FACEDINSULATION BLANKET, FIXED OVER ROOFPURLINS VIA TIMBER BATTENS. REFER SPEC.

SELECTED TILES INSTALLEDOVER CONCRETE SLAB.REFER SPEC.

COLORBOND METAL DECK ROOF SHEETINGOVER SAFETY MESH, FOIL FACEDINSULATION BLANKET, FIXED OVER ROOFPURLINS VIA SPACERS. REFER SPEC.

FC SHEET FASCIA WITHEXPRESSED JOINTS OVERTOP HATS.

STEEL ROOF PURLIN.REFER ENG'RS DETAILS

COLORBOND BARGECAPPING. MIN. 50MMDOWN TURN.

FLUSH PLASTERBOARD LININGBETWEEN WINDOW FRAMES.PROVIDE SHADOWLINESTOPPING ANGLES AT FRAMEEDGE.

STEEL OUTRIGGER.REFER ENG'RS

DETAILS

GRADE CONCRETE TERRACESLABE AWAY FROM BUILDING.REFER CIVIL ENG'RS DETAILS

FC SHEET SOFFIT LINING WITHEXPRESSED JOINTS FIXED ON35MM TOP HATS

SUSPENDED CEILING WITHPERFORATED PLASTERBOARDAND FLUSH PLASTERBOARDPERIMETER.

SHADOWLINE STOPPINGANGLE TO CORNER JUNCTION

FC SHEET SOFFIT LINING WITHEXPRESSED JOINTS FIXED ON35MM TOP HATS

TIMBER REVEAL END IN BACKGROUND,PAINT FINISHED

ALUMINIUM FRAMED BI-FOLDDOOR AS SCHEDULED

RECESS CHANNEL FOR BI-FOLD DOORALUMINIUM TRACK AS SPECIFIED SETINTO GROUTED POCKET WITHIN SLAB

METAL SLIDING DOOR TRACK SYSTEMAS SPECIFIED FIXED TO U/S OFSTRUCTURAL BEAM

OUTDOORTERRACE

FOYER1.01

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

E

CONCRETE FLOOR SLAB ANDFOOTINGS. REFERSTRUCTURAL ENG'RS DETAILS.

FLUSH PLASTERBOARD CEILINGON METAL SUSPENSIONSYSTEM AS SPECIFIED.

MECHANICAL UNIT MOUNTED ONROOF PLATFORM. REFERSTRUCTURAL ENGINEERS DETAILS.

CONCRETE PANEL WALL TOENG'RS DETAILS.

STEEL ROOF BEAM. REFER

ENG'RS DETAILS

SHADOWLINE STOPPINGANGLE TO CORNER JUNCTION.

GUARD RAIL WITH WALKWAY FORSERVICING MECHANICAL UNITS.TYPE TO BE CONFIRMED BY SAFEACCESS CONTRACTOR. REFER ROOFPLAN FOR LOCATION.

FLUSH WR PLASTERBOARDLINNING OVER TOPHATSECTIONS, AS SPECIFICED.

PROVIDE COVED SKIRTINGAS SPECIFIED.

FOLDED COLORBOND CAPPING LAPDOWN CONCRETE PANEL

1.27

MALECHANGE

3600

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

File:

Drawing:

COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

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WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE CONSTRUCTION DETAILS - SHEET 2

PRELIMINARYNOT FOR CONSTRUCTION

REVISION BY DATE DESCRIPTION

SCALE 1 : 20314

Detail 51

SCALE 1 : 20314

Detail 63

SCALE 1 : 20314

Detail 72

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GROUND FLOOR LEVEL

0.00

2700

480

(COS

)14

00

900

2700

480

(COS

)90

0

(COS)13585 80

880 2000 2500 2000 2500 2000 1705

FG FG FG FG FG FG FG FG FG FG FG FG FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

ACP

ROOF ZONE (VOID)

GROUND FLOOR LEVEL

0.00

925

480

2700

530

480

2700

120 4515

900

FG

ROOF ZONE (VOID)

FG FG FG FG

ACP

GROUND FLOOR LEVEL

0.00

900

2700

900

FG

FG

GROUND FLOOR LEVEL

0.00

900

920

1100

720

2815

SL SL

INSET SLIDING TRACKSREFER JOINERY DETAILS

GROUND FLOOR LEVEL

0.00

2700

900

1980

FG FG

FG FG GROUND FLOOR LEVEL

0.00

2700

900

4500 90 4645 90 4540

FG FG FG FG

FG FG FG FG

FG FG

FG FG

FG FG

FG FG

FG

FG

FG

FG

FG

FG

FG

FG

ACP ACP

GROUND FLOOR LEVEL

0.00

720

1100

975 1010

720

1100

SLSL

INSET SLIDING TRACKSREFER JOINERY DETAILS

WINDOW & DOOR ELEVATION LEGEND

1. MEASURE & VERIFY ALL OPENINGS FOR WINDOWS ON SITE FOR SHOP DRAWINGS & PRIORTO MANUFACTURE OF WINDOWS

2. WINDOW SHOP DRAWINGS MUST BE APPROVED BY THE SUPERINTENDENT PRIOR TOMANUFACTURE OF WINDOWS

3. ALL INTERNAL WINDOWS TO HAVE CAPRAL 400 SERIES FRAMES UNLESS NOTED OTHERWISE,REFER TO SPECIFICATION FOR ADDITIONAL DETAILS

4. ALL EXTERNAL WINDOWS TO HAVE CAPRALL 600 SERIES FRAMES UNLESS NOTEDOTHERWISE, REFER SPECIFICATION FOR ADDITIONAL DETAILS

5. ALL EXTERNAL WINDOWS TO HAVE SUBSILLS, OVERALL HEIGHT OF WINDOWS SHOWNINCLUDES SUBSILL, EXTENDED LIP REMOVED WHERE REQUIRED (REFER TO SECTIONDETAILS)

6. ALL OVERALL DIMENSIONS ARE WINDOW OPENINGS7. REFER TO SPECIFICATION FOR GLASS TYPE & EXTENT, ALL GLASS & GLAZING TO COMPLY

WITH A.S. 1288.8. WHERE HEIGHT VARIES, REFER ELEVATIONS FOR DIMENSION, DISCREPEANCIES TO BE

DIRECTED TO SUPERINTENDENT TO CLARIFY9. ALL ELEVATIONS ARE VIEWED EXTERNALLY10. CO-ORDINATE ALL DOOR OPENING SIZES WITH DOOR SCHEDULE PRIOR TO MANUFACTURE,

REFER DISCREPANCIES TO SUPERINTENDENT11. ALL CLERESTORY LOUVRE WINDOW PANELS ARE TO BE BREEZEWAY 'ALTAIR POWERLOUVRE

WINDOW SYSTEM' 152MM GALLERY BLADE, UNLESS NOTED OTHERWISE.12. ALL LOW LEVEL LOUVRE WINDOW PANELS ARE TO BE BREEZEWAY 'ALTAIR LOUVRE WINDOW

SYSTEM' 152MM GALLERY BLADE, UNLESS NOTED OTHERWISE.13. PROVIDE METAL MESH FLY SCREENS TO ALL LOUVERED WINDOWS. REFER SPECIFICATION14. ALL LOUVRED WINDOWS TO HAVE SECURITY BARS. REFER SPECIFICATION.15. PROVIDE DECALS TO ALL GLAZING WHERE TRANSOMS ARE OMITTED BETWEEN FFL & 2100

HIGH AS SPECIFIED16. ALL FIXINGS FOR HINGES AND DOOR CLOSERS SHALL BE IN THE FORM OF METAL THREADED

SCREWS OR BOLTS AND SHALL BE INTO MILD STEEL FISH PLATES PROVIDED BEHINDALUMINIUM FRAME SECTIONS. FISH PLATES SHALL HAVE A MINIMUM THICKNESS OF 4.5MM.FIXINGS DIRECT INTO ALUMINIUM FRAME USING EITHER SELF TAPPING OR METAL THREADSCREWS WILL NOT BE PERMITTED. NO METHOD OF HANGING DOORS TO ALUMINIUM FRAMESOTHER THAN DESCRIBED ABOVE WILL BE PERMITTED. DOORS HUNG IN ANY OTHER FASHIONWILL BE DIRECTED TO BE CHANGED TO CONFORM WITH THIS REQUIREMENT AT THECONTRACTOR’S EXPENSE.

FG = FIXED GLASSSL = SLIDING SASHOB = OBSCURE GLASSGF = GLAZING FILMACP= ALUMINIUM COVER PLATE

DENOTES MATERIAL COLOUR/FINISH-REFER TO COLOUR SCHEDULE

GENERAL NOTES

XX n

DOUBLE GLAZING

BIO BOX FLOOR LEVEL

3000.00

SL

800

1300

3000

FG FG

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

600

2100

1800

SLFG

OBOB

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

File:

Drawing:

COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

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WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE DOOR & WINDOW ELEVATIONS

PRELIMINARYNOT FOR CONSTRUCTION

REVISION BY DATE DESCRIPTION

WINDOW 1.01.1 & 2 WINDOW 1.01.3 & 4WINDOW 1.01.5

WINDOW 1.09.1

WINDOW 1.11.1 WINDOW 1.16.1, 2 & 3

WINDOW 1.07.1 WINDOW 1.18.1

NOTE: OVERALL OPENING DIMENSIONSARE SHOWN FOR TENDER PUROPOSESONLY. CONFIRM DIMENSIONS ON SITEPRIOR TO WINDOW AND DOOR FRAMEMANUFACTURING

WINDOW 1.27.1

INTERNAL

EXTERNAL

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8/

12

1200

PB

SK-A

HANGING RAIL FIXED TOWALL. REFER SPEC.

2700

PB

TIM TIM TIM

PB

D

1.02.1

D

1.01.5

POWDERCOATED LINEAR SLOTDIFUSSER. REFER MECHANICALENG'RS DETAILS.

270029

0015

0

FHR(BEHIND) OP

EN TO BO

X OF

FICE

ALC

OVE

PROJECTOR SCREEN

SHORTTHROW

PROJECTOR

TV (BY SCHOOL)

OPEN

W

1.01.5

SK-A

PB

PBSPEAKER

SEAT

PB

POWDERCOATED LINEAR SLOTDIFUSSER. REFER MECHANICALENG'RS DETAILS.

PB

TIM

W

1.09.1

J

1.09.1

920

320

720

2700

150

2900

COUNTER TOP & SLIDINGWINDOW. REFER DETAILSON SHEET 317.

ST

SL SL

PB

PIN

SEATING WITH FABRICFINISH. REFER FINISHESSHCEDULE.

PB

D

1.01.4

W

1.01.3

CT

PB

W

1.07.1

J

1.07.1CT

ST

.SL

920

720

320

D

1.02.2

PB

SK-A SK-A

PB PB

SK-A

D

1.02.3

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00PB

SK-A

D

1.02.1 2700

GROUND FLOOR LEVEL

0.00

BIO BOX FLOOR LEVEL

3000.00

PB

PB

PB

PB

PB

STAINLESS STEELHANDRAIL FIXEDAGAINST TO WALL.REFER SPEC.

PIN

PINPIN

PIN

D

1.05.2

SK-A

HR

PB

ACOUSTIC PANELCEILINGS SUSPENDEDFROM ROOF

LIGHTING PERCH BARFIXED TO WALL

1600

GROUND FLOOR LEVEL

0.00

CP PJ PJEXPOSED STEEL STRUCTURETO ENG'RS DETAILS.PROVIDE PAINT FINISH

OPEN TO

STAGE

4500

GROUND FLOOR LEVEL

0.00

BIO BOX FLOOR LEVEL

3000.00

D

1.02.2

PB

PB

PIN

PINPIN

PIN

PB

SK-A

LIGHTING PERCH BARFIXED TO WALL

STAINLESS STEELHANDRAIL FIXEDAGAINST TO WALL.REFER SPEC.

ACOUSTIC PANELCEILINGS SUSPENDEDFROM ROOF

SL

300

300

300

300

300

300

300

300

300

300

PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PINPB

W

1.18.1

TIMBER PLATS (SHOWNWITHOUT SEATING FORCLARITY)

PROJECTOR

2200

WALL & OTHER TYPE/FINISHES

FITTINGS & FIXTURES

INTERNAL ELEVATIONS/JOINERY LEGEND

CT

**REFER SPECIFCATION AND FITTINGS SCHEDULES

HB HAND BASIN

HWU HOT WATER UNIT

HD HAND DRYER

SS STAINLESS STEEL SINK

TP TOILET PAPER HOLDER

FW FLOOR WASTE WITH LOCALGRADE UNLESS OTHERWISE NOTED

FHR FIRE HOSE REEL- REFER HYDRAULIC DRAWING

GR GRAB RAIL

P PAN

1. TOP OF PINBOARDS & WHITEBOARDS GENERALLY TO ALIGN WITH TOP OF ADJACENT DOOR HEAD2. REFER TO FINISHES SCHEDULE IN SPECIFICATION FOR ALL WALL FINISHES, SKIRTS ETC3. ALL WALLS TO BE PAINT 'P1' UNLESS OTHERWISE NOTED.

4. ALL DIMENSIONS ARE TO BE SITE CHECKED PRIOR TO MANUFACTURING. CLARIFICATION TO BE SOUGHT FROM THE SUPERINTENDENT IF DISCREPANCIES ARE NOTED FOLLOWING SITE MEASURE.

5. SUPPLY AND INSTALL LAMINATED UPSTANDS AS NOTED ON JOINERY DETAILS OR AS NOTED ON INTERNAL ELEVATIONS.

6. LAMINATE UNSTANDS TO RETURN TO SIDES FOR FULL LENGTH OF BENCH UNLESS OTHERWISE NOTED.

7. WHERE NOTED TO FIT LOCKS TO CUPBOARDS, DRAWER ETC, LOCKS WITHIN THE SAME ROOM ARE TO HAVE THE SAME KEY TYPE.

8. REFER TO COLOUR SCHEDULE IN SPECIFICATION FOR LAMINATE COLOURS.

9. ALL JOINERY TO BE 'LAM1' UNLESS OTHERWISE NOTED.

DENOTES MATERIAL COLOUR/FINISH-REFER TO FINISHES SCHEDULEXX n

LAMINATE FINISH

ADJUSTABLE SHELVING

FIXED

ADJ

LAM

F

STAINLESS STEEL TROUGHTR

CS CLEANERS SINK

CH COAT HOOK

MIR MIRROR

PINBOARD FINISHPIN

CERAMIC TILE

SD SOAP DISPENCER

SP SPEAKER

CL CLOCK

PP POWERPOINT

DATA DATA POINT

SK-A ALUMINIUM SKIRTING

SK-C COVED SKIRTING

STP SHORT THROW PROJECTOR

TIM TIMBER PANEL

PB PLASTERBOARD

JL PANEL JOINT

NOTES

FP FIXED PANEL

WATERPROOF PLASTERBOARDWPB

STONE FINISHST

CP CONCRETE PANEL

IP INSULATION PANELS

SK-A

PB

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

File:

Drawing:

COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

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INTERIOR DESIGNURBAN PLANNING

466 malvern roadprahran victoria 3181t 03 9510 7860 f 03 9521 1464www.y2architecture.com.au

Issue: As indicated @ A1

9/10

/201

5 2:54

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320

WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE INTERNAL ELEVATIONS - SHEET 1

PRELIMINARYNOT FOR CONSTRUCTION

REVISION BY DATE DESCRIPTION

1.01 FOYER - ELEVATION A 1.01 FOYER - ELEVATION B

1.01 FOYER - ELEVATION B2

1.01 FOYER - ELEVATION A2 1.01 FOYER - ELEVATION C

1.01 FOYER ALCOVE - ELEV A 1.02 SOUND LOCK 1 - ELEVATION A 1.02 SOUND LOCK 1 - ELEVATION B 1.02 SOUND LOCK 1 - ELEVATION C 1.02 SOUND LOCK - ELEVATION D

1.03 AUDITORIUM - ELEVATION A

1.03 AUDITORIUM - ELEVATION B

1.03 AUDITORIUM - ELEVATION C

1.03 AUDITORIUM - ELEVATION D

1.01 FOYER ALCOVE - ELEV B

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GROUND FLOOR LEVEL

0.00

D

1.19.3

4600

(COS

)60

0

(COS)1200315

CP

REFER MECHANICALENGINEERS DRAWINGS FORLAYOUT OF A/C DUCTING

PJ PJ

LEG

SCRE

EN (BY

OTH

ERS)

LEG

SCRE

EN (BY

OTH

ERS)

LEG

SCRE

EN (BY

OTH

ERS)

REAR

SCR

IM (BY

OTH

ERS)

IPIP

IPIP IP

IP

IP IP

IP

IP IP

IP

IP

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

D

1.04.2D

1.04.1

3000

REAR SC

RIM (BY

OTHERS

)

CP PB

IP

IP IP IP IP IP IP IP IP IP IP IP IP

IPIPIPIPIP

PJ PJ

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

PB

IP

PJ PJ

SK-A

3000

LEG

SCRE

EN (BY

OTH

ERS)

LEG

SCRE

EN (BY

OTH

ERS)

LEG

SCRE

EN (BY

OTH

ERS)

REAR

SCR

IM (BY

OTH

ERS)

CP

IP IP

IP

IP IP IP

IP

IP IP

IP

IP

GROUND FLOOR LEVEL

0.00

CP

PJ PJ

4500

LEG

SCRE

EN (BY

OTH

ERS)

LEG

SCRE

EN (BY

OTH

ERS)

OPEN T

O AUDI

TORIUM

IP IP IP IP IP IP

PB

SK-A

D

1.19.2

2700

PB

SK-A

D

1.05.2

PB

SK-A GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

D

1.05.1

PB

SK-AGROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00PB

J

1.06.1

2100

1800

HANGING RAIL

LAM

HANGING RAIL

HANGING RAIL

900

PB

SK-A

DESK

720

J

1.06.1

D

1.06.1

PB

SK-A

2100

SK-A

DESK

PB

W

1.07.1

J

1.06.1. .

ADJ

ADJ

ADJ

ADJ

F

HANGING RAIL

HANGING RAIL

720

LAM

900

1800 21

00

750 1310 450

PB

SK-T

DESK

PB

W

1.09.1

J

1.09.1865

720

635

800

F

ADJ

BENCH

F

ADJ

F

ADJ

F

ADJ

BENCH

LAM

300 300

600 600

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

ADJ

ADJ

ADJ

ADJ

F

D

1.09.2

J

1.09.2

PB PB

SK-C

2100

1570

CS(BEHIND)

PROVIDE 1200H EXTENT OF TILINGBEHIND CLEANERS SINK

1200

F

F

1305

395

ADJ ADJ ADJ ADJADJ

ADJ ADJ

DESK

BENCH

S

FF

F F F F

LAM.UPSTAND

SK-C

HB

BOILING WATERTAP WITH FONT.

D

1.09.1

SK-C

PBPB

720

800

600

900

PB

VOID

4 EQ. DIV.2005

1020 500 485

F

F

FP

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

ADJ ADJ ADJ ADJ ADJ

F F F F F

FFFFP

ADJ ADJDR

DR

DR

DESK

BENCH

LAM.UPSTAND

PB

SK-C

D

1.06.1

J

1.09.2

ADJ

ADJ

ADJ

F

VOID

900

600

800

720

5 EQ. DIV.2255

480 290 1035 450

2100

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

950

900

WPB

SK-C

CT

MIR

HB

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00WPB

SK-C

D

1.10.1

SK-C

WPB

P

GR

GR

TRH

BR

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00WPB

HD

HB

P

TRH

GR

SK-C

WALL & OTHER TYPE/FINISHES

FITTINGS & FIXTURES

INTERNAL ELEVATIONS/JOINERY LEGEND

CT

**REFER SPECIFCATION AND FITTINGS SCHEDULES

HB HAND BASIN

HWU HOT WATER UNIT

HD HAND DRYER

SS STAINLESS STEEL SINK

TP TOILET PAPER HOLDER

FW FLOOR WASTE WITH LOCALGRADE UNLESS OTHERWISE NOTED

FHR FIRE HOSE REEL- REFER HYDRAULIC DRAWING

GR GRAB RAIL

P PAN

1. TOP OF PINBOARDS & WHITEBOARDS GENERALLY TO ALIGN WITH TOP OF ADJACENT DOOR HEAD2. REFER TO FINISHES SCHEDULE IN SPECIFICATION FOR ALL WALL FINISHES, SKIRTS ETC3. ALL WALLS TO BE PAINT 'P1' UNLESS OTHERWISE NOTED.

4. ALL DIMENSIONS ARE TO BE SITE CHECKED PRIOR TO MANUFACTURING. CLARIFICATION TO BE SOUGHT FROM THE SUPERINTENDENT IF DISCREPANCIES ARE NOTED FOLLOWING SITE MEASURE.

5. SUPPLY AND INSTALL LAMINATED UPSTANDS AS NOTED ON JOINERY DETAILS OR AS NOTED ON INTERNAL ELEVATIONS.

6. LAMINATE UNSTANDS TO RETURN TO SIDES FOR FULL LENGTH OF BENCH UNLESS OTHERWISE NOTED.

7. WHERE NOTED TO FIT LOCKS TO CUPBOARDS, DRAWER ETC, LOCKS WITHIN THE SAME ROOM ARE TO HAVE THE SAME KEY TYPE.

8. REFER TO COLOUR SCHEDULE IN SPECIFICATION FOR LAMINATE COLOURS.

9. ALL JOINERY TO BE 'LAM1' UNLESS OTHERWISE NOTED.

DENOTES MATERIAL COLOUR/FINISH-REFER TO FINISHES SCHEDULEXX n

LAMINATE FINISH

ADJUSTABLE SHELVING

FIXED

ADJ

LAM

F

STAINLESS STEEL TROUGHTR

CS CLEANERS SINK

CH COAT HOOK

MIR MIRROR

PINBOARD FINISHPIN

CERAMIC TILE

SD SOAP DISPENCER

SP SPEAKER

CL CLOCK

PP POWERPOINT

DATA DATA POINT

SK-A ALUMINIUM SKIRTING

SK-C COVED SKIRTING

STP SHORT THROW PROJECTOR

TIM TIMBER PANEL

PB PLASTERBOARD

JL PANEL JOINT

NOTES

FP FIXED PANEL

WATERPROOF PLASTERBOARDWPB

STONE FINISHST

CP CONCRETE PANEL

IP INSULATION PANELS

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

File:

Drawing:

COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

Y2 ARCHITECTUREARCHITECTURE

INTERIOR DESIGNURBAN PLANNING

466 malvern roadprahran victoria 3181t 03 9510 7860 f 03 9521 1464www.y2architecture.com.au

Issue: As indicated @ A1

9/10

/201

5 2:54

:20

PM

1328

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SG

PT

MAY 2015

321

WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE INTERNAL ELEVATIONS - SHEET 2

PRELIMINARYNOT FOR CONSTRUCTION

REVISION BY DATE DESCRIPTION

1.04 STAGE - ELEVATION A 1.04 STAGE - ELEVATION B

1.04 STAGE - ELEVATION C 1.04 STAGE - ELEVATION D

1.05 SOUND LOCK 2 - ELEVATION A 1.05 SOUND LOCK 2 - ELEVATION B 1.05 SOUND LOCK 2 - ELEVATION C 1.05 SOUND LOCK 2 - ELEVATION D 1.06 COAT ROOM - ELEVATION A

1.07 BOX OFFICE - ELEVATION C

1.07 BOX OFFICE / COAT ROOM - ELEVATION B

1.07 BOX OFFICE / COAT ROOM - ELEVATION D 1.09 KIOSK - ELEAVTION C1.09 KIOSK - ELEVATION A 1.09 KIOSK - ELEVATION B

1.09 KIOSK - ELEVATION D 1.10 ACCESSIBLE WC - ELEVATION A 1.10 ACCESSIBLE WC - ELEVATION B 1.10 ACCESSIBLE WC - ELEVATION C 1.10 ACCESSIBLE WC - ELEVATION D

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D

1.12.1

D

1.14.1

W

1.11.1

PB

SK-AGROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

D

1.10.1

OPEN

TO

FOYE

R

PB

SK-A

PB

SK-A

OPEN

TO

LOBB

Y

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

J

1.08.1

D

1.16.1

PB PBSHADOWLINE JOINT BETWEENJOINERY DOOR ANDPLASTERBAORD BULKHEAD.

2100

ELECSWITCHBOARD

(BEHIND)

DATA RACK(BEHIND)

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

D

1.12.1

WPB

SK-C

WPB

SK-C

2100

WPB (BEYOND)

UR

TOILET PARTITION

PAN &GRABRAILBEYOND

URINALDIVISION

1800

250

580

HB HBUR

MIR

CT

SK-C

SD SDURUR

P

GR GR

WPB WPB

SK-C

1000

1050

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00WPB

UR

SK-C

OPEN

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00WPB

SK-C

CTHB

OPEN

D

1.14.1

WPB

CTHB

SK-C

HD

1050

1000

2050

WPB

MIR

HB HB

SK-C

CT

CT

GR GR

PPPP

SD SD

WPB (BEYOND)

P

TOILET PARTITION

2050

WPB

SK-C

WPB

SK-C GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

WPB

SK-C P

OPEN

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

D

1.04.1D

1.04.2

PB CP PJ PJ PJ

SK-A

BIO BOX FLOOR LEVEL

3000.00

PB

SK-T

720

DESK

W

1.18.1SL

PB

SK-T

720

DESK

D

1.18.1

PB

SK-T

720

DESK

2400

BIO BOX FLOOR LEVEL

3000.00

PB

SK-T

WALL & OTHER TYPE/FINISHES

FITTINGS & FIXTURES

INTERNAL ELEVATIONS/JOINERY LEGEND

CT

**REFER SPECIFCATION AND FITTINGS SCHEDULES

HB HAND BASIN

HWU HOT WATER UNIT

HD HAND DRYER

SS STAINLESS STEEL SINK

TP TOILET PAPER HOLDER

FW FLOOR WASTE WITH LOCALGRADE UNLESS OTHERWISE NOTED

FHR FIRE HOSE REEL- REFER HYDRAULIC DRAWING

GR GRAB RAIL

P PAN

1. TOP OF PINBOARDS & WHITEBOARDS GENERALLY TO ALIGN WITH TOP OF ADJACENT DOOR HEAD2. REFER TO FINISHES SCHEDULE IN SPECIFICATION FOR ALL WALL FINISHES, SKIRTS ETC3. ALL WALLS TO BE PAINT 'P1' UNLESS OTHERWISE NOTED.

4. ALL DIMENSIONS ARE TO BE SITE CHECKED PRIOR TO MANUFACTURING. CLARIFICATION TO BE SOUGHT FROM THE SUPERINTENDENT IF DISCREPANCIES ARE NOTED FOLLOWING SITE MEASURE.

5. SUPPLY AND INSTALL LAMINATED UPSTANDS AS NOTED ON JOINERY DETAILS OR AS NOTED ON INTERNAL ELEVATIONS.

6. LAMINATE UNSTANDS TO RETURN TO SIDES FOR FULL LENGTH OF BENCH UNLESS OTHERWISE NOTED.

7. WHERE NOTED TO FIT LOCKS TO CUPBOARDS, DRAWER ETC, LOCKS WITHIN THE SAME ROOM ARE TO HAVE THE SAME KEY TYPE.

8. REFER TO COLOUR SCHEDULE IN SPECIFICATION FOR LAMINATE COLOURS.

9. ALL JOINERY TO BE 'LAM1' UNLESS OTHERWISE NOTED.

DENOTES MATERIAL COLOUR/FINISH-REFER TO FINISHES SCHEDULEXX n

LAMINATE FINISH

ADJUSTABLE SHELVING

FIXED

ADJ

LAM

F

STAINLESS STEEL TROUGHTR

CS CLEANERS SINK

CH COAT HOOK

MIR MIRROR

PINBOARD FINISHPIN

CERAMIC TILE

SD SOAP DISPENCER

SP SPEAKER

CL CLOCK

PP POWERPOINT

DATA DATA POINT

SK-A ALUMINIUM SKIRTING

SK-C COVED SKIRTING

STP SHORT THROW PROJECTOR

TIM TIMBER PANEL

PB PLASTERBOARD

JL PANEL JOINT

NOTES

FP FIXED PANEL

WATERPROOF PLASTERBOARDWPB

STONE FINISHST

CP CONCRETE PANEL

IP INSULATION PANELS

PB

SK-A

J

1.08.2

2100

MECHSWITCHBOARD

(BEHIND)

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

File:

Drawing:

COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

Y2 ARCHITECTUREARCHITECTURE

INTERIOR DESIGNURBAN PLANNING

466 malvern roadprahran victoria 3181t 03 9510 7860 f 03 9521 1464www.y2architecture.com.au

Issue: As indicated @ A1

9/10

/201

5 2:54

:23

PM

1328

A_1328_WHS_MASTER_CENTRAL_2015

SG

PT

MAY 2015

322

WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE INTERNAL ELEVATIONS - SHEET 3

PRELIMINARYNOT FOR CONSTRUCTION

REVISION BY DATE DESCRIPTION

1.11 CORRIDOR 1 - ELEVATION B 1.11 CORRIDOR 1 - ELEVATION D1.11 CORRODOR 1/LOBBY - ELEVATION A

1.12 M WC LOBBY - ELEVATION B 1.12 M WC LOBBY - ELEVATION D 1.13 MENS WC - ELEVATION A 1.13 MENS WC - ELEVATION B 1.13 MENS WC - ELEVATION C 1.13 MENS WC - ELEVATION D

1.14 F WC LOBBY - ELEVATION B 1.14 F WC LOBBY - ELEVATION D 1.15 WOMEN'S WC - ELEVATION A 1.15 WOMEN'S WC - ELEVATION B 1.15 WOMEN'S WC - ELEVATION C 1.15 WOMEN'S WC - ELEVATION D

1.16 CORRIDOR 2 - ELEVATION A

1.18 BIO BOX - ELEVATION A 1.18 BIO BOX - ELEVATION B 1.18 BIO BOX - ELEVATION C 1.18 BIO BOX - ELEVATION D

1.08 LOBBY - ELEV C

Page 15: WILLIAMSTOWN HIGH SCHOOL CENTENARY … Documents...WILLIAMSTOWN HIGH SCHOOL CENTENARY THEATRE REVISION BY DATE DESCRIPTION ARCHITECTURAL - 1328 SHEET NUMBER SHEET TITLE 300 COVER SHEET

GROUND FLOOR LEVEL

0.00

PB

SK-A

D

1.19.4

SK-A

PB PB

SK-A

D

1.19.3 D

1.19.2

PJCP PB

SK-A

GROUND FLOOR LEVEL

0.00

D

1.19.1

D

1.19.2

SK-A

PBPB

SK-A

CEILING LEVEL

2700.00PB

SK-A

PB

SK-A

D

1.20.1

PB

SK-AGROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00PB

SK-A

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

D

1.21.2

D

1.21.3

PB

FHR(BEHIND) TROUGH

(BEHIND)

POWER & PLUMBINGFOR WASHER & DRYER(BEHIND - NIC)

1200H EXTENT OFTILING BEHINDTROUGH & WASHINGMACHINE INCLUDINGCOVED SKIRTING.

1200

D

1.23.1

D

1.26.1

PB

SK-A

WPB

SK-C

DRYER(NIC)

TR

D

1.21.4

CPPB

SK-A GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

D

1.19.4

D

1.21.1

PB PB

SK-C

TR

SK-A

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

WPB

SK-C

HD

HBCT

MIR

V

800

1100

100

200

1000

600

LOCKERS WITHBENCH SEAT.REFER SPEC.

WPB

MIR

HB

SK-C

VCT

WPB

SK-C

D

1.25.1

D

1.24.1

LOCKERS WITHBENCH SEAT.REFER SPEC.

WPB

V

SK-COP

ENGROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

D

1.23.1

LOCKERS WITHBENCH SEAT.REFER SPEC.

WPB

SK-C

WPB

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

D

1.24.1

WPB

GROUND FLOOR LEVEL

0.00

WPB

SK-C

GR

P

1800

SK-C P

GR GR

CT

WPB WPB

GR

P SK-C

TRH

E

D

1.25.1

WPB

SEAT

SK-C

WPB

CT

SHOWER BASE

SEAT

SK-C

CH CH

1500 18

00

1800

450

WPB

CT

SEAT

GROUND FLOOR LEVEL

0.00

CEILING LEVEL

2700.00

SHOWER BASE

CT

WPB

SK-C

SHR

1800

WALL & OTHER TYPE/FINISHES

FITTINGS & FIXTURES

INTERNAL ELEVATIONS/JOINERY LEGEND

CT

**REFER SPECIFCATION AND FITTINGS SCHEDULES

HB HAND BASIN

HWU HOT WATER UNIT

HD HAND DRYER

SS STAINLESS STEEL SINK

TP TOILET PAPER HOLDER

FW FLOOR WASTE WITH LOCALGRADE UNLESS OTHERWISE NOTED

FHR FIRE HOSE REEL- REFER HYDRAULIC DRAWING

GR GRAB RAIL

P PAN

1. TOP OF PINBOARDS & WHITEBOARDS GENERALLY TO ALIGN WITH TOP OF ADJACENT DOOR HEAD2. REFER TO FINISHES SCHEDULE IN SPECIFICATION FOR ALL WALL FINISHES, SKIRTS ETC3. ALL WALLS TO BE PAINT 'P1' UNLESS OTHERWISE NOTED.

4. ALL DIMENSIONS ARE TO BE SITE CHECKED PRIOR TO MANUFACTURING. CLARIFICATION TO BE SOUGHT FROM THE SUPERINTENDENT IF DISCREPANCIES ARE NOTED FOLLOWING SITE MEASURE.

5. SUPPLY AND INSTALL LAMINATED UPSTANDS AS NOTED ON JOINERY DETAILS OR AS NOTED ON INTERNAL ELEVATIONS.

6. LAMINATE UNSTANDS TO RETURN TO SIDES FOR FULL LENGTH OF BENCH UNLESS OTHERWISE NOTED.

7. WHERE NOTED TO FIT LOCKS TO CUPBOARDS, DRAWER ETC, LOCKS WITHIN THE SAME ROOM ARE TO HAVE THE SAME KEY TYPE.

8. REFER TO COLOUR SCHEDULE IN SPECIFICATION FOR LAMINATE COLOURS.

9. ALL JOINERY TO BE 'LAM1' UNLESS OTHERWISE NOTED.

DENOTES MATERIAL COLOUR/FINISH-REFER TO FINISHES SCHEDULEXX n

LAMINATE FINISH

ADJUSTABLE SHELVING

FIXED

ADJ

LAM

F

STAINLESS STEEL TROUGHTR

CS CLEANERS SINK

CH COAT HOOK

MIR MIRROR

PINBOARD FINISHPIN

CERAMIC TILE

SD SOAP DISPENCER

SP SPEAKER

CL CLOCK

PP POWERPOINT

DATA DATA POINT

SK-A ALUMINIUM SKIRTING

SK-C COVED SKIRTING

STP SHORT THROW PROJECTOR

TIM TIMBER PANEL

PB PLASTERBOARD

JL PANEL JOINT

NOTES

FP FIXED PANEL

WATERPROOF PLASTERBOARDWPB

STONE FINISHST

CP CONCRETE PANEL

IP INSULATION PANELS

0 1.0m 5.0m 10.0m

Project: Title: Scale:

Date:

Drawn:Checked:

Project:

File:

Drawing:

COPYRIGHT © 2013 YOUNG LEHMANN & COMPANY PTY LTD

Y2 ARCHITECTUREARCHITECTURE

INTERIOR DESIGNURBAN PLANNING

466 malvern roadprahran victoria 3181t 03 9510 7860 f 03 9521 1464www.y2architecture.com.au

Issue: As indicated @ A1

9/10

/201

5 2:54

:26

PM

1328

A_1328_WHS_MASTER_CENTRAL_2015

Author

PT

MAY 2015

323

WILLAMSTOWN HIGH SCHOOLCENTENARY THEATRE INTERNAL ELEVATIONS - SHEET 4

PRELIMINARYNOT FOR CONSTRUCTION

REVISION BY DATE DESCRIPTION

1.19 SETS/STORE - ELEVATION A 1.19 SETS/STORE - ELEVATION B 1.19 SETS/STORE - ELEVATION C

1.19 SETS/STORE - ELEVATION D 1.20 COSTUME - ELEVATION A 1.20 COSTUME - ELEVATION B 1.20 COSTUME - ELEVATION C 1.20 COSTUME - ELEVATION D

1.21 STAGE ENTRY - ELEVATION A 1.21 STAGE ENTRY - ELEVATION B 1.21 STAGE ENTRY - ELEVATION C 1.21 STAGE ENTRY - ELEVATION D

1.22 CHANGE - ELEVATION A 1.22 CHANGE - ELEVATION B 1.22 CHANGE - ELEVATION C 1.22 CHANGE - ELEVATION D

1.24 CHANGE WC - ELEV A 1.24 CHANGE WC - ELEV B 1.24 CHANGE WC - ELEV C 1.24 CHANGE WC - ELEV D 1.25 SHOWER - ELEV A 1.25 SHOWER - ELEV B 1.25 SHOWER - ELEV C 1.25 SHOWER - ELEV D