WILLIAMSTOWN HIGH SCHOOL CENTENARY … Documents...WILLIAMSTOWN HIGH SCHOOL CENTENARY THEATRE REVISION BY DATE DESCRIPTION ARCHITECTURAL - 1328 SHEET NUMBER SHEET TITLE 300 COVER SHEET
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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
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.
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
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
466 malvern roadprahran victoria 3181t 03 9510 7860 f 03 9521 1464www.y2architecture.com.au
Issue: 1 : 100 @ A1
9/10
/201
5 2:53
:48
PM
1328
A_1328_WHS_MASTER_CENTRAL_2015
SG
PT
MAY 2015
310
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
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
5°
3°
3°
3°
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
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
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.
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
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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
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.
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
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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PM
1328
A_1328_WHS_MASTER_CENTRAL_2015
SG
PT
MAY 2015
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
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
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
A_1328_WHS_MASTER_CENTRAL_2015
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
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
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
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