GENERAL NOTES G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
C6136 ADVANCED DIPLOMA OF BUILDING DESIGN ARCH 5200 UNDERTAKE COMPLEX ARCHITECTURAL PROJECT
CONSULTANTS STRUCTURAL ENGINEER TRAFFIC ENGINEER HYDRAULIC ENGINEER LANDSCAPE ARCHITECT MECHANICAL ENGINEER BUILDING SURVEYORS FIRE ENGINEER
CONTRACT DOCUMENTATION SHEET LIST Sheet Name COVER SHEET EXISTING SITE PLAN PROPOSED SITE PLAN PROPOSED BASEMENT PROPOSED GROUND FLOOR PROPOSED FIRST FLOOR PROPOSED SECOND FLOOR PROPOSED THIRD FLOOR PROPOSED FOURTH FLOOR PROPOSED FIFTH FLOOR PROPOSED SIXTH FLOOR PROPOSED SEVENTH FLOOR PROPOSED ROOF PLAN SECTION AA SECTION BB NORTH ELEVATION - CLADDING NORTH ELEVATION WEST ELEVATION- CLADDING SOUTH AND EAST ELEVATION Unnamed APARTMENT PLAN INTERNAL ELEVATION INTERNAL ELEVATION ASSEMBLY DETAIL Details DETAIL
Sheet Number A-000 A-010 A-015 A-030 A-031 A-032 A-033 A-034 A-035 A-036 A-037 A-038 A-039 A-050 A-051 A-060 A-061 A-062 A-063 A-067 A-100 A-101 A-102 A-400 A-500 A-501
PRELIMARY DRAWINGS
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS Project Name
IMAGINARY CITIES Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
RMIT
UNIVERSITY School of Design TAFE
THE IMAGINARY CITY ADVANCED DIPLOMA OF BUILDING DESIGN
Student Name : Leung Cheun Christopher How Vong E-Mail : chris.leungcheun@gmail.com Student Number : S3415469 Phone Number : 0405199857 Teacher's Names : Peter Schenkel, Lisa Mee & Adrian
RMIT UNIVERSITY
Advanced Diploma of Building Design (Architectural)
Drawing Title
COVER SHEET CHRISTOPHER LEUNG CHEUN
Drawn by : True North
Checked by :
LISA MEE
Project No.
20150501
Scale : 1 : 1 Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-000
9
22
8
B
5m WIDE PATH WAY
2m WIDE PATH WAY
5110
B
EXISTING BOLLARD
KERB SPOON DRAIN
B
AFE E G C SPAC N I L ST EXI ERNA EXT
BIN
B P
ORR STREET
B
SPOON DRAIN KERB
ELECTRICAL POLE
B
SEWER PIPE
4700
B
WATER PIPE
KERB SPOON DRAIN
FALL
EXISTING TREE
ONE STOREY BLOCKWORK BUILDING IRON ROOF
8 STOREY PRECAST APARTMENT BUILDING CONCRETE ROOF
8 STOREY PRECAST APARTMENT BUILDING CONCRETE ROOF
BLUE STONE SPOON DRAIN
GENERAL NOTES G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
SPOON ELECTRICAL TRENCH DRAIN KERB
DRAWING LEGEND INSPECTION OPENING I.O
2m Wide Path Way
P
RL 33.016
WIRE FENCE 3400
10° 00' 00" 28.18 m
2m Wide Path Way
BLUE STONE SPOON DRAIN
90MM Ø DOWN PIPE D.P MAIN WATER 900L X 900W X 700D MM STORMWATER PIT
PIT HR
HOSE REEL TAP
LIST OF ABBREVIATION 8 STOREY BRICKWORK EDUCATIONAL BUILDING CONCRETE ROOF
STORM WATER
S.W W.M
WATER METER
W.P
WATER PIPE
AJ
ARTICULATING JOINT
PJ
PANEL JOINT
RL
RELATIVE LEVEL
AHD
AUSTRALIAN HEIGHT DATUM
LPOD
LEGAL POINT OF DISCHARGE
VB
VANITY BASIN
WC
WATER CLOSET
REF.
REFRIGERATOR
TGIS
TACTILE GROUND INDICATOR SYSTEM
COL.
COLUMNS : REFER TO STRUCTURAL ENGINEERS DRAWINGS
ONE STOREY BRICKWORK IRON ROOF
RL 31.194
RL 31.492
WEST ALLEY WAY
BLUE STONE SPOON DRAIN
PIT
FALL
EXISTING PIT
28
30
2m Wide Path Way
80
SOUTH ALLEY WAY
TWO STOREY BRICKWORK BUILDING IRON ROOF
RELATIVE LEVEL ACCORDING TO AHD
3300
RL 31.965 SEWER PIPE
FIRE HYDRANTS
11
2150
ELECTRICAL TRENCH
WATER PIPE SEWER PIPE
ONE STOREY BRICKWORK BUILDING IRON ROOF
S ING D L ED UI G B OLISH N I M ST EXI BE DE TO
P
TWO STOREY BRICKWORK IRON ROOF
13
2m WIDE PATH WAY
5520
2m WIDE PATH WAY
2150
EMPTY SPACE
100° 00' 00" 21.22 m
EARL STREET
ONE STOREY BRICKWORK BUILDING IRON ROOF
15
S.W
SEWER PIPE
17
STORM WATER PIPE
P
RL 32.225
WIRE FENCE 190° 00' 00" 28.18 m
EXISTING TREE
TWO STOREY BRICKWORK IRON ROOF
RL 32.681
280° 00' 00" 21.22 m
32
P
FALL
B
2150
SEWER PIPE
26
ONE STOREY BRICKWORK BUILDING IRON ROOF HERITAGE BUILDING
24
22
20
CAR PARKING
CAR PARKING
CAR PARKING
ONE STOREY BRICKWORK BUILDING IRON ROOF HERITAGE BUILDING
ONE STOREY BRICKWORK BUILDING IRON ROOF HERITAGE BUILDING
ONE STOREY BRICKWORK BUILDING IRON ROOF HERITAGE BUILDING
18
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS Project Name
IMAGINARY CITIES Project Address
ONE STOREY BRICKWORK BUILDING IRON ROOF HERITAGE BUILDING
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
EXISTING SITE PLAN CHRISTOPHER LEUNG CHEUN
Drawn by : True North
LOCALITY PLAN EXISTING
1 A-050 SCALE 1 : 100@ A1
Checked by :
LISA MEE
Project No.
20150501
Scale : As indicated Date : Drawing No. Revision No.
@Page A1 Size :
A3
08/05/2015
A-010
SITE DEVELOPMENT 7 8 STOREY BUILDING
9
22
8
1.9 m
B
B
B
PROPOSED TREE
FE CA CE D E OS L SPA OP PR ERNA EXT
B
BIN
BICYCLE RACKS
B
WATER PIPE
SYNTHETIC GRASS
SYNTHETIC GRASS
B
Pervious Block Paving
A
BIN
WATER MAIN
B
0 150
2
F
SYNTHETIC GRASS
SEWER PIPE
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
B
DRAWING LEGEND ELECTRICAL TRENCH
1500
D
B
WATER PIPE
1 SYNTHETIC GRASS
PROPOSED SKY LIGHT
4
KERB
W.M
0 840
14995
50 308
ious Perv k Bloc ing Pav
LOT 17
1 A-051
BIN
350m²
5
B
8 STOREY BUILDING
PROPOSED BUILDING FOOTPRINT
66 .0°
90MM Ø DOWN PIPE D.P MAIN WATER 900L X 900W X 700D MM STORMWATER PIT
PIT HR
HOSE REEL TAP
8 STOREY BRICKWORK EDUCATIONAL BUILDING CONCRETE ROOF
STORM WATER
S.W W.M
WATER METER
W.P
WATER PIPE
AJ
ARTICULATING JOINT
PJ
PANEL JOINT
RL
RELATIVE LEVEL
AHD
AUSTRALIAN HEIGHT DATUM
LPOD
LEGAL POINT OF DISCHARGE
VB
VANITY BASIN
WC
WATER CLOSET
REF.
REFRIGERATOR
TGIS
TACTILE GROUND INDICATOR SYSTEM
COL.
COLUMNS : REFER TO STRUCTURAL ENGINEERS DRAWINGS
BLUESTONE PAVING TO BE RETAINED
375
3
1
4760
ELECTRICAL TRENCH
A-050
RL 31.950
10° 00' 00" 28.18 m BLUESTONE PAVING TO BE RETAINED
WEST ALLEY WAY SEWER PIPE
5
790
4
4760
3
790
WATER PIPE SEWER PIPE
ELECTRICAL TRENCH
RL 32.257
80
18545
280° 00' 00" 21.22 m
0 300
100° 00' 00" 21.22 m
21220
15-21 Earl / 17-21 Orr Street, Carlton 3053 B
ADJOINING LOT 6 11 ORR STREET
6
0 840
5 584
RELATIVE LEVEL ACCORDING TO AHD
LIST OF ABBREVIATION
B
SITE DEVELOPMENT 2
FIRE HYDRANTS
SOUTH ALLEY WAY SEWER PIPE
EARL STREET
2
STORM WATER PIPE S.W
RL 32.225
RL 32.681
RL 32.100
C
FOOT PATH
FOOT PATH
32
SEWER PIPE B
0 150
B
I.O
BLUE STONE SPOON DRAIN
300
B
1500
190° 00' 00" 28.18 m
INSPECTION OPENING
B
FALL
E
us rvio e P ck Blo ving Pa
1
8 STOREY BUILDING
ORR STREET
B
FALL
8 STOREY PRECAST APARTMENT BUILDING CONCRETE ROOF
8 STOREY PRECAST APARTMENT BUILDING CONCRETE ROOF
BLUE STONE SPOON DRAIN
GENERAL NOTES
RL 31.500
BLUE STONE SPOON DRAIN
FALL
1300
6
EXISTING PIT
28
30
PIT
26
24
22
20
18
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS Project Name
IMAGINARY CITIES Project Address
A 8 STOREY BUILDING
FOOT PATH
SITE DEVELOPMENT 3
B
C SITE DEVELOPMENT 5 8 STOREY BUILDING
D
F
E
15-21 EARL / 17-21 ORR STREET, CARLTON 3053
CAR PARKING
CAR PARKING
CAR PARKING
ONE STOREY BRICKWORK BUILDING IRON ROOF HERITAGE BUILDING
ONE STOREY BRICKWORK BUILDING IRON ROOF HERITAGE BUILDING
ONE STOREY BRICKWORK BUILDING IRON ROOF HERITAGE BUILDING
Client
ONE STOREY BRICKWORK BUILDING IRON ROOF HERITAGE BUILDING
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
PROPOSED SITE PLAN CHRISTOPHER LEUNG CHEUN
Drawn by : True North
PROPOSED SITE PLAN
1 A-050 SCALE 1 : 100@ A1
Checked by :
LISA MEE
Project No.
20150501
Scale : As indicated Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-015
A
GENERAL NOTES
B E
F
2
1 A-051
28180 1300
26880
1
BP
BP
BP
BP
BP
BP
BP
BP
AG
WT 1.02
BP
BP
BP
BP
BP
BP
BP
D
WT 3.04
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
BP
1
BP
0 840
3700
300
190° 00' 00" 28.18 m
AG BP
4
AG
45 186
BP
66 .0°
8075
AG BP
C
AG
ACCESS FROM ADJOINING BUILDING
L. CO
0 840
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
WALL FINISHES
BP
B-03
ART GALLERY L. CO
CONC 2
5 184
BP
RL 26.500
AG
R OVE L E V F LE O NGE CHA
L. CO
66 .0°
BP
280° 00' 00" 21.22 m
AG
AG WT 2.02
BP
AG
B.04.02
B-04
BP
F. TOILET
L. CO
TILE 1
AG
D
B.04.03 BP DP
D
WT 3.04
WT 2.02
B.04.01
D
BP
WT 1.02
B.13.01
D
D
B.09.01
D
B.05.01
BP WT 1.02
B-13
L. CO
D
STAIR
B.12.01
B-10
BP WT 1.02
66 .0°
BP
CP-02
WT 1.03
B-02
D
GALLERY OFFICE
WT 1.02
CONC 3 RL 26.500
A-050
BP
3200L RAIN WATER TANK
AG
150mm PRECAST CONCRETE WITH 110mm BRICKWORK AND 40mm CAVITY INBETWEEN
WT 3.02
150mm PRECAST CONCRETE PANEL WITH 35mm FURRING CHANNEL, 13MM PLASTERBOARD ON FINISH SIDE (PRECAST SERVICE SIDE,STAIRS)
WT 3.03
150mm PRECAST CONCRETE PANEL
WT 3.04
150mm INSITU CONCRETE
PJ
LIFT
WT 2.02
B-01
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
STAIRS
WT 1.02
WT 2.02
Project Name
WT 3.03
WT 3.03
WT 1.02
WT 3.04
TGSI
IMAGINARY CITIES WT 1.02
5
1205
BP
AG
66 .0°
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
AG
BP
790
AG
AG
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
10° 00' 00" 28.18 m
50 DIA VERTICAL AG DRAIN IN GROTEXTILE SOCK BETWEEN PILE
BY CHK DATE
LIST OF AMENDMENTS
ELEC WT 3.04
790
WT 3.01
PJ
WT 1.03
BP
BP
92mm STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 13mm PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
DP
B.01.01
CONC 2
AG
WT 2.02
WT 2.02
RL 26.500
FW
150mm STAGGERED STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 2x13mm FYRCHECK PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
TILE 1
CONC 2
CONC 3
WT 2.01
3
D
B.07.02
D
WT 3.02
COM
STORE
WT 1.02
4000L GREY WATER TANK
4760
BP
CIRCULATION
RL 26.500
WATER STORAGE
B-15
WT 3.03
B-17
B-11
AG
FW WT 1.03
CONC 3 RL 26.500
WT 2.02
MALE TOILET
D
PUMP ROOM
CP-02 RL 26.500
BP
B-07
B.08.02
3200L RAIN WATER TANK
AG
140mm BLOCKWORK WITH 35mm FURRING CHANNEL, 16mm PLASTERBOARD ON FINISH SIDE (SERVICE,STAIRS SIDE FACE BLOCKWORK)
FW
WT 2.02
L. CO
B-16
WT 1.03
4760
D
B.11.01
90MM CONCRETE BLOCK WALL WITH 35MM FURRING CHANNELS,13MM PLASTERBOARD PLASTERBOARD ON THE EXTERNAL FINISH (13MM AQUACHEK PLASTERBOARD AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
B.07.01
RL 26.500
B-12
WT 1.03
WT 3.03
TILE 1
D
CONC 2
HR
BP
CLEANER
WT 2.02
B.08.01
LOBBY
REF
B-06
D
B.06.01
TILE 1
RECEPTION
CONC 2
WT 1.02
CIRCULATION
AG
5
WT 2.02
TILE 1
B-08
W B.09.01
B-09
BAR
WT 2.02 WT 1.02
R OVE L E V F LE O NGE CHA
AG
1
PJ
WT 2.02
AG
4
ACCESSIBLE TOILET FW
B.03.01
WT 2.02
AG
3
B-05
WT 2.02
5210
7290
AG
90MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
66 .0°
21220
21220
100° 00' 00" 21.22 m
2
D
FW
WT 1.02
6 ADJOINING SITE DEVELOPMENT
BP
140MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
6760
BEAM OVER
AG
WT 1.01
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
PROPOSED BASEMENT
6
A
B
C
D
F E
CHRISTOPHER LEUNG CHEUN
Drawn by : True North
BASEMENT PLAN: LEVEL -1
1 A-050 SCALE 1 : 50 @ A1
Checked by :
LISA MEE
Project No.
20150501
Scale : As indicated Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-030
GENERAL NOTES
DRAWING LEGEND
FLOOR FINISHES CONC 1 CONC 2 CONC 3 TIMB 1
POLISHED CONCRETE "BORALSTONE™" TANAMI
TIMB 2
POLISHED CONCRETE "BORALSTONE™" SAVANNAH
TD 1
CONCRETE MONOLITHIC STEEL TROWEL FINISH
TD 2
90x14mm KEMPAS TIMBER FLOORING
CP - 01
90x14mm WHITE TULIP OAK TIMBER FLOORING
CP - 02
190x35mm HOPEA DECKING WITH 3mm GAP IN BETWEEN
TILE 1
190x35mm WATHERTEXT DECKING WITH 3mm GAP IN BETWEEN 16mm CARPET (CHAMPS ELYSEES PRODUCT CODE 3048)
16mm CARPET (CYBERSPACE PRODUCT CODE 515)
TILE 4 2mm VINYL FLOORING ACCOLADE PLUS "CEDUNA WHITE"
RELATIVE LEVEL ACCORDING TO AHD
SEWER PIPE
90MM Ø DOWN PIPE
HR
HOSE REEL
S.W W.M
STORM WATER
TAP
W.P
WATER PIPE
AJ
ARTICULATING JOINT
PJ
PANEL JOINT
RL
RELATIVE LEVEL
AHD
AUSTRALIAN HEIGHT DATUM
D.P STORM WATER PIPE
2mm VINYL FLOORING ACCOLADE PLUS "CAPPUCCINO"
VIN 2
TILE 3
INSPECTION OPENING I.O
VIN 1
TILE 2
LIST OF ABBREVIATION
MAIN WATER
S.W FIRE HYDRANTS
PIT
GT-01
900L X 900W X 700D MM STORMWATER PIT
LEGAL POINT OF DISCHARGE
W
WASHING MACHINE
VB
VANITY BASIN
D
DRYER MACHINE
WC
WATER CLOSET
LPOD
WATER METER
REF.
REFRIGERATOR
TGIS
TACTILE GROUND INDICATOR SYSTEM
COL.
COLUMNS : REFER TO STRUCTURAL ENGINEERS DRAWINGS
F
190° 00' 00" 28.18 m
A-061 1
E
1020
4 5 820
CL
DP L. CO 66 .0
°
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
WT 3.03
D
WALL FINISHES
WT 1.02
G.01.04
D
W.M
AND TER GAS ER ME T WA
0 840
L. CO
GATIC TRENCH
DP
90. 0°
G.01.03
D 50 308
T RAN HYD STER BOO
W G.14.03
L. CO
CONC 2
G-02
L. CO
LOBBY
W G.14.01
D
G-08
WT 2.01
CIRCULATION
D
D
CONC 3
WT 1.02
5925 4760
24
4
G-13
CONC 2
2
RL 32.500
1
G-09
SB
600mm WIDE ELECTRICAL TRENCH
CONC 3
D
WT 3.01
DP
5
WT 3.03
SUBSTATION RL 31.700
G.13.01
PJ
FW
TGSI
FALL 1:100
FW
D
G.12.01
G.10.02
150mm INSITU CONCRETE
LIFT
CONC 3
D
RL 31.700
WT 3.01
G.09.04
COM
PJ
D
PJ
BIN STORAGE WT 1.03
D
WT 3.04
DP
PJ
D
G.03.02 WT 3.03
D
WT 1.02
G.09.03
WT 1.03
PJ
G.03.01 WT 2.02
G-03
STAIRS LAM 1
35
34
33
32
31
30
WT 2.02
WT 3.03
D
ELEC
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS
G.09.02
WT 3.01
IMAGINARY CITIES 1
PJ
WT 3.03
2
3
4
5
6
7
8
9
10
11
12
5
PJ
PJ
CONC 3
1
Project Name
L. CO
790
FALL 1:100
BIN STORAGE
G-10
27
WT 1.03
WT 3.02
CONC 3
950
1 A-050
150mm PRECAST CONCRETE PANEL
4
RL 31.700
3
26
ELECTRICAL PIT
WT 3.03
WT 1.02
WT 1.02
25
150mm PRECAST CONCRETE PANEL WITH 35mm FURRING CHANNEL, 13MM PLASTERBOARD ON FINISH SIDE (PRECAST SERVICE SIDE,STAIRS)
3
2985
STAIRS
23
STORAGE
WT 1.02
3
790
TRANSFORMER
G-11
2
TGSI
4
22
WT 2.02
G-12
1
TILE 1
FW
2795
21
WT 3.02
1775
WT 2.02
20
BICYCLE RACK
1.02.67
G.09.01
G.07.02
MALE TOILET
D
D
280° 00' 00" 21.22 m
D
G.10.01
A.R DUCT
19
WT 3.01
150mm PRECAST CONCRETE WITH 110mm BRICKWORK AND 40mm CAVITY INBETWEEN
TGSI
WT 2.02
L. CO
D
G-07
TGSI
D
G.14.03
18
FW
WT 2.02 HR
REF
375
WT 2.02
L. CO
WT 3.01
G.07.01
G.14.02
WT 1.02
TILE 1
D
D
WT 2.02
CLEANER
WT 2.02
G.08.01
PJ
G-06
G.06.01
TILE 1
TILE 3
18475
TILE 1 WT 2.02
WT 2.02
RL 32.500
90. 0°
ACCESSIBLE TOILET FW
G.05.01
CONC 2
DP
3
92mm STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 13mm PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
3120
G-05
WT 2.02
ADJOINING SITE DEVELOPMENT
5 617
WT 2.02
G.04.01
CONC 1
WT 3.02
WT 2.02
DP
D
WT 2.01
DP
150mm STAGGERED STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 2x13mm FYRCHECK PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
D
W G.01.02
CAFE
WT 2.01
WT 2.01
D
G.01.02
RL 32.500
66 .0°
140mm BLOCKWORK WITH 35mm FURRING CHANNEL, 16mm PLASTERBOARD ON FINISH SIDE (SERVICE,STAIRS SIDE FACE BLOCKWORK)
G.04.03
W G.14.02
L. CO
F. TOILET TILE 1
G-14
5 103
G.04.02
G-04
D
D
0 481
WT 1.03
6
D
FW
G.15.01
G.14.01
A
90MM CONCRETE BLOCK WALL WITH 35MM FURRING CHANNELS,13MM PLASTERBOARD PLASTERBOARD ON THE EXTERNAL FINISH (13MM AQUACHEK PLASTERBOARD AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 2.02
RL 32.500
90. 0°
DP
WT 2.02
TGSI
100° 00' 00" 21.22 m
W G.01.01
WT 1.03
PJ
4900
870
GATIC TRENCH
B
CONC 1
RL 32.500
VESTIBULE
90MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
WT 2.02
CONC 1
G-01
WT 1.02
STORAGE
G.15.02
STORAGE
WT 1.02
140MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
G-16
D
G-15
G.01.01
WT 1.01
WT 1.02
BOX TRE LET
D
A-051
0 840
WT 1.02
RL 32.500
1
C
3880
WT 2.01
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
RMIT
1205
10° 00' 00" 28.18 m
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
6
A
B
C
D
F
E
Drawing Title
PROPOSED GROUND FLOOR CHRISTOPHER LEUNG CHEUN
Drawn by : True North
GROUND FLOOR PLAN: LEVEL 0
1 A-050 SCALE 1 : 50 @ A1
Checked by :
LISA MEE
Project No.
20150501
Scale : As indicated Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-031
GENERAL NOTES
FLOOR FINISHES CONC 1 CONC 2 CONC 3 TIMB 1
DRAWING LEGEND
POLISHED CONCRETE "BORALSTONE™" TANAMI
TIMB 2
POLISHED CONCRETE "BORALSTONE™" SAVANNAH
TD 1
CONCRETE MONOLITHIC STEEL TROWEL FINISH
TD 2
90x14mm KEMPAS TIMBER FLOORING
CP - 01
90x14mm WHITE TULIP OAK TIMBER FLOORING
CP - 02
190x35mm HOPEA DECKING WITH 3mm GAP IN BETWEEN
TILE 1
190x35mm WATHERTEXT DECKING WITH 3mm GAP IN BETWEEN 16mm CARPET (CHAMPS ELYSEES PRODUCT CODE 3048)
16mm CARPET (CYBERSPACE PRODUCT CODE 515)
TILE 4
LIST OF ABBREVIATION
INSPECTION OPENING
RELATIVE LEVEL ACCORDING TO AHD
SEWER PIPE
90MM Ø DOWN PIPE
I.O VIN 1
TILE 2
VIN 2
TILE 3
2mm VINYL FLOORING ACCOLADE PLUS "CEDUNA WHITE"
HR
S.W W.M
WATER METER
TAP
W.P
WATER PIPE
AJ
ARTICULATING JOINT
PJ
PANEL JOINT
RL
RELATIVE LEVEL
AHD
AUSTRALIAN HEIGHT DATUM
D.P STORM WATER PIPE
2mm VINYL FLOORING ACCOLADE PLUS "CAPPUCCINO"
MAIN WATER
S.W FIRE HYDRANTS
PIT
GT-01
STORM WATER
HOSE REEL
900L X 900W X 700D MM STORMWATER PIT
LPOD
LEGAL POINT OF DISCHARGE
W
WASHING MACHINE
VB
VANITY BASIN
D
DRYER MACHINE
WC
WATER CLOSET
REF.
REFRIGERATOR
TGIS
TACTILE GROUND INDICATOR SYSTEM
COL.
COLUMNS : REFER TO STRUCTURAL ENGINEERS DRAWINGS
F
190° 00' 00" 28.18 m
A-060 1
4
E
C C2
5 820
1020
C C1
PJ
C C6
D
0 840
PJ
BALCONY
C C8
0 840 C C12
B
WT 2.02
W 1.02.02 °
D
FW
1.04.02
L1-04
L. CO
TILE 1
D
W 1.02.04
PJ
F. TOILET
CONC 1
°
ACCESSIBLE TOILET FW
D
TILE 1 WT 2.02
WT 2.02
L1-08
WT 2.02
CL
L. CO
WT 2.02
WT 3.01
150mm PRECAST CONCRETE WITH 110mm BRICKWORK AND 40mm CAVITY INBETWEEN
WT 3.02
150mm PRECAST CONCRETE PANEL WITH 35mm FURRING CHANNEL, 13MM PLASTERBOARD ON FINISH SIDE (PRECAST SERVICE SIDE,STAIRS)
WT 3.03
150mm PRECAST CONCRETE PANEL
WT 3.04
150mm INSITU CONCRETE
MALE TOILET
WT 2.02
D
L1-12
WT 2.02
FW
1.11.01
TILE 3
WT 2.02
L1-13
COLD ROOM
1.12.01
1.13.01
L1-10
CIRCULATION TILE 3
D
D
1.10.03
D
1.10.02
790
24
23
22
21
20
19
18
17
16
15
14
13
STAIRS
L1-09
WT 1.02
18475
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
WT 2.02
WT 1.03
COM
LAM 1
Project Name
WT 1.03
IMAGINARY CITIES
ELEC
WT 3.03 PJ
PJ
PJ
BY CHK DATE
LIST OF AMENDMENTS
VIN 1
L. CO
PJ
PJ
L1-01
R.CHUTE
TILE 3
PJ
PJ
WT 1.02
1.09.01
DP
WT 3.03
TGSI
WT
D
D
HR PJ
LIFT
WT 1.03
KITCHEN
PJ
C C20
PJ
D
A-050
1.01.01
1.02.124
TILE 3
WT
D
WT 3.02
2985
DISPLAY SPACE
C C19
1.02.02
1.10.01
TGSI
BALCONY
D
TILE 1
FW
D
3
D
1.07.02
TGSI
4755
5925
WT 2.02
L1-07
DP
L1-11
FW
1
2
3
4
5
6
7
8
9
10
11
12
5
PJ
790
380
WT 2.02
TD 1
5
D
1.07.01
WT 2.02
PJ
CLEANER
WT 2.02
FW
L1-14
WT 2.02
TILE 1
D
66 .0°
DP
92mm STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 13mm PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
1775
D
1.02.03
1.06.01
TILE 1
PJ
L1-06
D
CIRCULATION
C C18
PJ
WT 2.02
3120
L1-05
1.05.01
L. CO
PJ
WT 3.03
ADJOINING SITE DEVELOPMENT
100° 00' 00" 21.22 m
90.0
Y CON BAL T H 1m
PJ
L. CO
CAFETARIA
PJ
WT 2.02
WT 2.02
C
DP C C16
1.04.01
W 1.02.01
PJ
L. CO
1
150mm STAGGERED STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 2x13mm FYRCHECK PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
DP
D
PJ
DP
4
WT 2.01
1.04.03
1.08.01
3
140mm BLOCKWORK WITH 35mm FURRING CHANNEL, 16mm PLASTERBOARD ON FINISH SIDE (SERVICE,STAIRS SIDE FACE BLOCKWORK)
D
1.02.01
L1-02
0 481
PJ
WT 1.03
6
TGSI
C C14
C C17
90MM CONCRETE BLOCK WALL WITH 35MM FURRING CHANNELS,13MM PLASTERBOARD PLASTERBOARD ON THE EXTERNAL FINISH (13MM AQUACHEK PLASTERBOARD AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
PJ
DP
PJ
WT 1.03
GT - 01 C C13
A
5 103
C C11
90MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
FW
PJ 90.0
WT 1.02
PJ
TD 1
PJ
1
140MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
L1-03
W 1.02.03
C C10
C
FW
WT 1.01
L. CO
A-051
C C9
°
DP
280° 00' 00" 21.22 m 4900
50 308
C C7
WALL FINISHES
ONY ALC B HT 1m
PJ
90.0
PJ
PJ
3880
C C5
NY CO BAL HT 1m
C C4
PJ
L. CO
C C3
CL
DP
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
W 1.01.01
PJ
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053
1205
Client
COMMERCIAL EXHAUST DUCT
66 .0°
RMIT
10° 00' 00" 28.18 m
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
6
A
C
B
D
F
E
PROPOSED FIRST FLOOR CHRISTOPHER LEUNG CHEUN
Drawn by : True North
FIRST FLOOR PLAN: LEVEL 1
1 A-050 SCALE 1 : 50 @ A1
Checked by :
LISA MEE
Project No.
20150501
Scale : As indicated Date : Drawing No.
ADJOINING SITE DEVELOPMENT
Revision No.
Page Size :
A3
08/05/2015
A-032
GENERAL NOTES DRAWING LEGEND
FLOOR FINISHES CONC 1
POLISHED CONCRETE "BORALSTONE™" TANAMI
CONC 2
POLISHED CONCRETE "BORALSTONE™" SAVANNAH
TIMB 2
CONC 3
CONCRETE MONOLITHIC STEEL TROWEL FINISH
TIMB 1
90x14mm KEMPAS TIMBER FLOORING
TD 1 TD 2 CP - 01
90x14mm WHITE TULIP OAK TIMBER FLOORING
CP - 02
190x35mm HOPEA DECKING WITH 3mm GAP IN BETWEEN
16mm CARPET (CYBERSPACE PRODUCT CODE 515)
TILE 1
190x35mm WATHERTEXT DECKING WITH 3mm GAP IN BETWEEN 16mm CARPET (CHAMPS ELYSEES PRODUCT CODE 3048)
TILE 4
LIST OF ABBREVIATION
INSPECTION OPENING
RELATIVE LEVEL ACCORDING TO AHD
SEWER PIPE
90MM Ø DOWN PIPE
I.O 2mm VINYL FLOORING ACCOLADE PLUS "CEDUNA WHITE"
VIN 1 VIN 2
TILE 3
GT-01
HOSE REEL
S.W W.M
STORM WATER
TAP
W.P
WATER PIPE
AJ
ARTICULATING JOINT
PJ
PANEL JOINT
RL
RELATIVE LEVEL
AHD
AUSTRALIAN HEIGHT DATUM
D.P STORM WATER PIPE
2mm VINYL FLOORING ACCOLADE PLUS "CAPPUCCINO"
TILE 2
HR
MAIN WATER
S.W FIRE HYDRANTS
PIT
900L X 900W X 700D MM STORMWATER PIT
WATER METER
LPOD
LEGAL POINT OF DISCHARGE
W
WASHING MACHINE
VB
VANITY BASIN
D
DRYER MACHINE
WC
WATER CLOSET
REF.
REFRIGERATOR
TGIS
TACTILE GROUND INDICATOR SYSTEM
COL.
COLUMNS : REFER TO STRUCTURAL ENGINEERS DRAWINGS
F
190° 00' 00" 28.18 m
A-060 1
4
E
C B2
5 820
1020
C B1
PJ
C B3
C B4
C 2.03.04
WALL FINISHES
PJ
90.0
PJ
°
140MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
WT 1.02
90MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
WT 1.03
90MM CONCRETE BLOCK WALL WITH 35MM FURRING CHANNELS,13MM PLASTERBOARD PLASTERBOARD ON THE EXTERNAL FINISH (13MM AQUACHEK PLASTERBOARD AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 1.03
140mm BLOCKWORK WITH 35mm FURRING CHANNEL, 16mm PLASTERBOARD ON FINISH SIDE (SERVICE,STAIRS SIDE FACE BLOCKWORK)
WT 2.01
150mm STAGGERED STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 2x13mm FYRCHECK PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 2.02
92mm STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 13mm PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 3.01
150mm PRECAST CONCRETE WITH 110mm BRICKWORK AND 40mm CAVITY INBETWEEN
WT 3.02
150mm PRECAST CONCRETE PANEL WITH 35mm FURRING CHANNEL, 13MM PLASTERBOARD ON FINISH SIDE (PRECAST SERVICE SIDE,STAIRS)
WT 3.03
150mm PRECAST CONCRETE PANEL
WT 3.04
150mm INSITU CONCRETE
CO L.
C B7
PJ
PJ
FIRE DOOR
PJ
1
WT 1.01
DP
0 840
50 308
PJ
W 2.03.05
C B6
D
PJ
3880
C B5
CL
DP
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
A-051
C 2.03.04
WT 2.02
C 2.03.03
TILE 1
DP
D
PJ
WT 2.02
2.04.01
L2-05
WT 2.02
PJ W 2.03.03
ACCESSIBLE TOILET FW
D
2.05.01
PJ
90.0
TILE 1 WT 2.02
WT 2.02
°
DP
CIRCULATION
STUDENT STUDIO
PJ
CO L.
L2-02
WT 2.02
CIRCULATION
CO L.
DP
FW
2.07.01
380
CL
3
TILE 1
D
W 2.03.02
66 .0°
CLEANER
WT 2.02
D
CP-02
L2-06
D
2.06.01
TILE 1
2.08.01 PJ
WT 2.02
L2-08
L2-03
PJ
PJ
C B18
D
CP-02
MALE TOILET
2.02.01
2.07.02
TILE 1
FW
WT 2.02
3
D
L2-07
WT 1.02 PJ
D
2.09.01
PJ
1
D
WT 1.03
2.02.03
PJ
LIFT
WT 1.03
L2-01
WT 1.02 C B20
D
24
23
22
21
20
19
18
17
16
15
14
13
STAIRS
L2-09
2.02.02
PJ
PJ
PJ
A-050
DP
2985
W B19
HR PJ
TGSI
VE ABO D A KHE BUL
W 2.03.01
D
2.01.01
TGSI
4755
5925
4
WT 3.02
18475
2.04.03
CO L.
C B16
C B15
4900
D
PJ
1775
0 481
795
F. TOILET
3120
C B14
C B17
L2-04
GT - 01 C B13
A
5 103
2.04.02
280° 00' 00" 21.22 m
B
PJ
CO L.
100° 00' 00" 21.22 m
C B12
D
FW DP CO L.
0 840
°
ADJOINING SITE DEVELOPMENT
C B11
6
PJ 90.0
C
W 2.03.04
PJ
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
LAM 1
Project Name
R.CHUTE
IMAGINARY CITIES
CO L.
ELEC PJ
PJ
PJ
PJ
WT 3.03
WT 3.03
1
2
3
4
5
6
7
8
9
10
11
12
5
PJ
790
790
5
COM
TGSI
WT 1.03 DP
TGSI
VIN 1 PJ
BY CHK DATE
LIST OF AMENDMENTS
PJ
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053
1205
Client
66 .0°
10° 00' 00" 28.18 m
COMMERCIAL EXHAUST DUCT
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
PROPOSED SECOND FLOOR
6
A
B
C
D
F
E
CHRISTOPHER LEUNG CHEUN
Drawn by : True North
SECOND FLOOR PLAN : LEVEL 2
1 A-050 SCALE 1 : 50 @ A1
Checked by :
LISA MEE
Project No.
20150501
Scale : As indicated Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-033
GENERAL NOTES
FLOOR FINISHES CONC 1 CONC 2 CONC 3 TIMB 1
DRAWING LEGEND
POLISHED CONCRETE "BORALSTONE™" TANAMI
TIMB 2
POLISHED CONCRETE "BORALSTONE™" SAVANNAH
TD 1
CONCRETE MONOLITHIC STEEL TROWEL FINISH
TD 2
90x14mm KEMPAS TIMBER FLOORING
CP - 01
90x14mm WHITE TULIP OAK TIMBER FLOORING
CP - 02
190x35mm HOPEA DECKING WITH 3mm GAP IN BETWEEN
TILE 1
190x35mm WATHERTEXT DECKING WITH 3mm GAP IN BETWEEN 16mm CARPET (CHAMPS ELYSEES PRODUCT CODE 3048)
16mm CARPET (CYBERSPACE PRODUCT CODE 515)
TILE 4
LIST OF ABBREVIATION
INSPECTION OPENING
RELATIVE LEVEL ACCORDING TO AHD
SEWER PIPE
90MM Ø DOWN PIPE
I.O VIN 1
TILE 2
VIN 2
TILE 3
2mm VINYL FLOORING ACCOLADE PLUS "CEDUNA WHITE"
HR
2mm VINYL FLOORING ACCOLADE PLUS "CAPPUCCINO"
WATER METER
TAP
W.P
WATER PIPE
AJ
ARTICULATING JOINT
PJ
PANEL JOINT
RL
RELATIVE LEVEL
AHD
AUSTRALIAN HEIGHT DATUM
MAIN WATER
S.W FIRE HYDRANTS
PIT
GT-01
LPOD
S.W W.M
D.P STORM WATER PIPE
STORM WATER
HOSE REEL
900L X 900W X 700D MM STORMWATER PIT
LEGAL POINT OF DISCHARGE
W
WASHING MACHINE
VB
VANITY BASIN
D
DRYER MACHINE
WC
WATER CLOSET
REF.
REFRIGERATOR
TGIS
TACTILE GROUND INDICATOR SYSTEM
COL.
COLUMNS : REFER TO STRUCTURAL ENGINEERS DRAWINGS
F
190° 00' 00" 28.18 m
A-060 1
4
E
C B2
5 820
1020
C B1
PJ
C B4
C B6
W 3.03.05
°
WT 1.01
140MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
WT 1.02
90MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
WT 1.03
90MM CONCRETE BLOCK WALL WITH 35MM FURRING CHANNELS,13MM PLASTERBOARD PLASTERBOARD ON THE EXTERNAL FINISH (13MM AQUACHEK PLASTERBOARD AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 1.03
140mm BLOCKWORK WITH 35mm FURRING CHANNEL, 16mm PLASTERBOARD ON FINISH SIDE (SERVICE,STAIRS SIDE FACE BLOCKWORK)
WT 2.01
150mm STAGGERED STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 2x13mm FYRCHECK PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 2.02
92mm STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 13mm PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 3.01
150mm PRECAST CONCRETE WITH 110mm BRICKWORK AND 40mm CAVITY INBETWEEN
WT 3.02
150mm PRECAST CONCRETE PANEL WITH 35mm FURRING CHANNEL, 13MM PLASTERBOARD ON FINISH SIDE (PRECAST SERVICE SIDE,STAIRS)
WT 3.03
150mm PRECAST CONCRETE PANEL
WT 3.04
150mm INSITU CONCRETE
DP
0 840
50 308
WALL FINISHES
C B7
CO L.
D
PJ
PJ
90.0
PJ
PJ
3880
C B5
CO L.
C B3
CL
DP
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
PJ
PJ
C B8
PJ
1 A-051
C 3.03.04
C B14
TILE 1
5 103
C B17
3.04.03 GT - 01
DP
D
PJ
WT 2.02
CO L.
D
3.05.01 90.0
PJ
TILE 1 WT 2.02
WT 2.02
°
PJ
WT 2.02
L3-08
L3-03
CIRCULATION
STUDENT STUDIO 3.08.01
W 3.03.02
CLEANER TILE 1
WT 2.02
D
CP-02
L3-06
D
3.06.01
TILE 1
D
FW
3.07.01
L3-02
CO L.
DP
WT 2.02
CIRCULATION
CO L.
CL
ACCESSIBLE TOILET FW
W 3.03.03
DP
66 .0°
L3-05
WT 2.02
PJ
PJ
PJ
380
PJ
D
PJ
CO L.
C B16
C B15
4900
F. TOILET
3.04.01
0 481
3
L3-04
C B18
D
CP-02
3
D
L3-07
3.07.02
MALE TOILET
3.02.01
TILE 1
FW
1775
A
PJ
3.04.02
WT 1.02 PJ
D
PJ
WT 1.02
C B20
WT 1.03
D
3.02.03
L3-01
WT 1.02
3.02.02
24
23
22
21
20
19
18
17
16
15
14
13
STAIRS
L3-09
D
PJ WT 3.03
PJ
A-050
PJ
LIFT
WT 1.03
G.02.08
1
PJ
DP
2985
W 3.03.01
HR PJ
TGSI
C 3.03.01
VE ABO D A KHE BUL
3.01.01
TGSI
4755
5925
4
D
WT 3.02
18475
C B13
D
FW DP
ADJOINING SITE DEVELOPMENT 280° 00' 00" 21.22 m 3120
C B12
B
°
CO L.
100° 00' 00" 21.22 m
0 840
6
PJ 90.0
C B11
W 3.03.04
WT 2.02
C B10
C
PJ
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
LAM 1
Project Name
R.CHUTE
IMAGINARY CITIES
PJ
PJ
PJ
WT 3.03 PJ
WT 3.03
TGSI
ELEC
1
2
3
4
5
6
7
8
9
10
11
12
5
PJ
790
CO L.
790
5
COM
WT 1.03
DP
TGSI
VIN 1
PJ
BY CHK DATE
LIST OF AMENDMENTS
PJ
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053
1205
Client
66 .0°
COMMERCIAL EXHAUST DUCT
5680
RMIT
10° 00' 00" 28.18 m
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
1525
4155
5500
5500
Drawing Title
PROPOSED THIRD FLOOR
6
A
B
C
D
F
E
CHRISTOPHER LEUNG CHEUN
Drawn by : True North
THIRD FLOOR PLAN: LEVEL 3
1 A-050 SCALE 1 : 50 @ A1
Checked by :
LISA MEE
Project No.
20150501
Scale : As indicated Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-034
GENERAL NOTES
DRAWING LEGEND
FLOOR FINISHES CONC 1
POLISHED CONCRETE "BORALSTONE™" TANAMI
TIMB 2
CONC 2
POLISHED CONCRETE "BORALSTONE™" SAVANNAH
CONC 3
CONCRETE MONOLITHIC STEEL TROWEL FINISH
TIMB 1
TD 1 TD 2
90x14mm KEMPAS TIMBER FLOORING
CP - 01
90x14mm WHITE TULIP OAK TIMBER FLOORING
CP - 02
190x35mm HOPEA DECKING WITH 3mm GAP IN BETWEEN
TILE 1
190x35mm WATHERTEXT DECKING WITH 3mm GAP IN BETWEEN 16mm CARPET (CHAMPS ELYSEES PRODUCT CODE 3048)
16mm CARPET (CYBERSPACE PRODUCT CODE 515)
TILE 4
VIN 2
TILE 3
INSPECTION OPENING
RELATIVE LEVEL ACCORDING TO AHD
SEWER PIPE
90MM Ø DOWN PIPE
I.O VIN 1
TILE 2
LIST OF ABBREVIATION
2mm VINYL FLOORING ACCOLADE PLUS "CEDUNA WHITE"
HR
HOSE REEL
S.W W.M
STORM WATER
TAP
W.P
WATER PIPE
AJ
ARTICULATING JOINT
PJ
PANEL JOINT
RL
RELATIVE LEVEL
AHD
AUSTRALIAN HEIGHT DATUM
D.P STORM WATER PIPE
2mm VINYL FLOORING ACCOLADE PLUS "CAPPUCCINO"
MAIN WATER
S.W FIRE HYDRANTS
900L X 900W X 700D MM STORMWATER PIT
PIT
GT-01
WATER METER
LPOD
LEGAL POINT OF DISCHARGE
W
WASHING MACHINE
VB
VANITY BASIN
D
DRYER MACHINE
WC
WATER CLOSET
REF.
REFRIGERATOR
TGIS
TACTILE GROUND INDICATOR SYSTEM
COL.
COLUMNS : REFER TO STRUCTURAL ENGINEERS DRAWINGS
F
190° 00' 00" 28.18 m
A-060 1
4
E
C A2
5 820
1020
C A1
PJ
C A3
C A6
90.0
PJ
C A7
CO L.
WALL FINISHES
W 4.03.01
°
DP
0 840
50 308
PJ
D
4.03.03
CO L.
D
PJ
PJ
0 840
5 103
C A17
W 4.11.01
L4-05
WT 2.02
PRINTING AREA D
ACCESSIBLE TOILET FW
D
TILE 1 WT 2.02
4.05.01
4.03.01
WT 2.02
°
WT 2.02
PJ
WT 2.02
L4-08
L4-11
CIRCULATION
WT 2.02
WT 2.02
COMPUTER ROOM
W 4.10.02
L4-06
D
CLEANER
4.06.01
TILE 1
TILE 1
WT 2.02
D
4.08.01
D
FW
4.07.01
CP-02
WT 2.02
L4-02
CO L.
380
L4-12
DP CO L.
CL
WT 2.02
4.04.01
PJ
CIRCULATION
WT 2.02
C A18
150mm STAGGERED STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 2x13mm FYRCHECK PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 2.02
92mm STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 13mm PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 3.01
150mm PRECAST CONCRETE WITH 110mm BRICKWORK AND 40mm CAVITY INBETWEEN
WT 3.02
150mm PRECAST CONCRETE PANEL WITH 35mm FURRING CHANNEL, 13MM PLASTERBOARD ON FINISH SIDE (PRECAST SERVICE SIDE,STAIRS)
WT 3.03
150mm PRECAST CONCRETE PANEL
WT 3.04
150mm INSITU CONCRETE
D
DP
D
PJ
DP
66 .0°
WT 2.01
4.04.03
PJ
PJ
L4-04
WT 2.02
PJ
90.0
4.04.02
TILE 1
CP-02 PJ
D
FW
CP-01
GT - 01
CO L.
C A16
C A15
DP
D
L4-07
D
CP-02
MALE TOILET
4.02.01
18475
C A14
140mm BLOCKWORK WITH 35mm FURRING CHANNEL, 16mm PLASTERBOARD ON FINISH SIDE (SERVICE,STAIRS SIDE FACE BLOCKWORK)
6
280° 00' 00" 21.22 m
A
STUDENT LOUNGE
°
ADJOINING SITE DEVELOPMENT 4900
C A13
L4-03
PJ
CO L.
B
PJ
WT 1.03
WT 2.02
F. TOILET
C A12
0 481
W 4.12.01
PJ
90MM CONCRETE BLOCK WALL WITH 35MM FURRING CHANNELS,13MM PLASTERBOARD PLASTERBOARD ON THE EXTERNAL FINISH (13MM AQUACHEK PLASTERBOARD AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 3.03
4900
C A11
WT 1.03
PJ
CO L.
100° 00' 00" 21.22 m
C
90MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
A-051
C A9
90.0
WT 1.02
ACCESS FROM NEXT BUILDING
1
C A10
140MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
PJ
PJ
C A8
WT 1.01
1810
C A5
2070
C A4
PJ
CL
DP
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
4.07.02
TILE 1
FW
D
4.12.01
D
WT 2.02
4.09.01
PJ
L4-01
4.10.01 WT 1.03
SEAT
CO L.
790
PJ
PJ
4.02.03
4.02.02
22
21
20
19
18
17
16
15
14
13
STAIRS
L4-09
D
23
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
COM
LAM 1
Project Name
R.CHUTE
ELEC
PJ
BY CHK DATE
LIST OF AMENDMENTS
IMAGINARY CITIES
VIN 1
WT 1.03
WT 3.01
DP
D
24
WT 3.03 PJ
WT 3.03
1
2
3
4
5
6
7
8
9
10
11
12
5
PJ
790
WT 2.02 PJ
PJ
LIFT
WT 1.03
D
C A20
5
PJ
CP-02
A-050
PJ
2985
COMPUTER ROOM
PJ
DP
TGSI
1
4.11.01
L4-10
W 4.10.01
VE ABO D A KHE BUL
HR PJ
TGSI
4755
5925
C A19
D
D
4.01.01
TGSI
4
WT 3.02 WT 2.02
TGSI
PJ
PJ
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053
1205
Client
COMMERCIAL EXHAUST DUCT
66 .0°
RMIT
10° 00' 00" 28.18 m
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
PROPOSED FOURTH FLOOR
6
A
B
C
D
F
E
CHRISTOPHER LEUNG CHEUN
Drawn by : True North
FOURTH FLOOR PLAN: LEVEL 4
1 A-050 SCALE 1 : 50 @ A1
Checked by :
LISA MEE
Project No.
20150501
Scale : As indicated Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-035
GENERAL NOTES
DRAWING LEGEND
FLOOR FINISHES CONC 1 CONC 2 CONC 3 TIMB 1
POLISHED CONCRETE "BORALSTONE™" TANAMI
TIMB 2
POLISHED CONCRETE "BORALSTONE™" SAVANNAH
TD 1
CONCRETE MONOLITHIC STEEL TROWEL FINISH
TD 2
90x14mm KEMPAS TIMBER FLOORING
CP - 01
90x14mm WHITE TULIP OAK TIMBER FLOORING
CP - 02
190x35mm HOPEA DECKING WITH 3mm GAP IN BETWEEN
16mm CARPET (CYBERSPACE PRODUCT CODE 515)
TILE 4
INSPECTION OPENING
RELATIVE LEVEL ACCORDING TO AHD
SEWER PIPE
90MM Ø DOWN PIPE
I.O
TILE 1
190x35mm WATHERTEXT DECKING WITH 3mm GAP IN BETWEEN 16mm CARPET (CHAMPS ELYSEES PRODUCT CODE 3048)
LIST OF ABBREVIATION
VIN 1
TILE 2
VIN 2
TILE 3
2mm VINYL FLOORING ACCOLADE PLUS "CEDUNA WHITE"
HR
S.W W.M
WATER METER
TAP
W.P
WATER PIPE
AJ
ARTICULATING JOINT
PJ
PANEL JOINT
RL
RELATIVE LEVEL
AHD
AUSTRALIAN HEIGHT DATUM
D.P STORM WATER PIPE
2mm VINYL FLOORING ACCOLADE PLUS "CAPPUCCINO"
MAIN WATER
S.W FIRE HYDRANTS
PIT
GT-01
STORM WATER
HOSE REEL
900L X 900W X 700D MM STORMWATER PIT
LEGAL POINT OF DISCHARGE
W
WASHING MACHINE
VB
VANITY BASIN
D
DRYER MACHINE
WC
WATER CLOSET
LPOD
REF.
REFRIGERATOR
TGIS
TACTILE GROUND INDICATOR SYSTEM
COL.
COLUMNS : REFER TO STRUCTURAL ENGINEERS DRAWINGS
F
190° 00' 00" 28.18 m
A-060 1
5 820
ONY ALC TB H 1m
DP
CL
E
1020
4
CO L.
FW
L5-07A
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
WALL FINISHES
BALCONY 3880
TD 2
D
5.07.05 90.0
D
ONY ALC B HT 1m
BALCONY TD 2
WT 2.02
5.04.02
W 5.03.02
5 6 8 7
BALCONY 1m HT BALCONY
CO L.
REF WT 2.02
AD RHE OVE INET CAB
WT 2.01
D
5.05.01
DP
WT 2.02
D
WT 1.03
5.09.01
D
D
D
L5-09
WT 3.02
150mm PRECAST CONCRETE PANEL WITH 35mm FURRING CHANNEL, 13MM PLASTERBOARD ON FINISH SIDE (PRECAST SERVICE SIDE,STAIRS)
WT 3.03
150mm PRECAST CONCRETE PANEL
WT 3.04
150mm INSITU CONCRETE
DP PJ PJ
WT 1.02
R.CHUTE
23
22
21
20
19
18
17
16
15
14
13
STAIRS
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
5
LAM 1
Project Name
WT 1.03
IMAGINARY CITIES TGSI
COM
ELEC
1
PJ
2
3
4
5
6
7
8
9
10
11
5
PJ
790
PJ
BY CHK DATE
LIST OF AMENDMENTS
VIN 1
WT 1.03
790
150mm PRECAST CONCRETE WITH 110mm BRICKWORK AND 40mm CAVITY INBETWEEN
D
LIFT L5-01
5.02.02
D
WT 3.02
WT 1.02
5.02.03
W
HR
PJ
WT 3.03
SEAT
5.02.04
W WT 1.03
PJ
WT 1.02 WT 1.03
PJ
FD
D
PJ
WT 3.03
WT 3.01
TILE 1
WT 1.02
5.02.01
VIN 1
VE ABO AD E H K BUL
92mm STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 13mm PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
3
LAUNDRY
D
L5-02
5.01.01
5.03.01
PJ
WT 1.02
WT 3.02
5.04.01
D
D
5.08.01
CIRCULATION
WT 2.02
D
WT 2.02
FW
TILE 2
WT 2.02
D
L5-08
WT 2.02
LAM 2
OVERHEAD CABINET
TD 2
BATH
CO L.
FW
WT 1.02
WT 2.02
D
D
5925 4760
BATH TILE 2
5.04.03
1
FW
WT 2.02
1775
5.04.04
D
5.07.01
5.06.01
5.05.02
150mm STAGGERED STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 2x13mm FYRCHECK PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
TGSI
375
FW
WT 2.02
WT 2.02
AD RHE OVE INET CAB
D
E ROB
5 6 8 7
WT 2.02
WT
D
WT 2.02
BATH TILE 2
LAM 2 AD RHE OVE INET CAB
TILE 3
FW
2985
CP - 01
KITCHEN
D
5.05.03
FW
ADJOINING SITE DEVELOPMENT
CO L.
CO L.
WT 2.01
L5-03
A-050
5.06.02 LAM 2
APARTMENT TYPE 1
WT 2.02
4
D
WT 2.02
5.05.04
PJ WT 2.02
AD RHE OVE INET CAB
WT 2.01
Y CON BAL T H 1m
L5-10
WT 2.02
°
L5-04
BATH
WT 2.02
5.06.03
E ROB
90.0
D
CP - 01
WT 2.01
DP
VIN 2
APARTMENT TYPE 1
5.04.05
DP
D
5.07.02
WT 2.01
L5-05
0 481
D
5.06.04
D
D
3
CP - 01
5.07.03
18475
W 5.05.01
W 5.04.01
140mm BLOCKWORK WITH 35mm FURRING CHANNEL, 16mm PLASTERBOARD ON FINISH SIDE (SERVICE,STAIRS SIDE FACE BLOCKWORK)
WT 2.02
CO L.
A
5 103
APARTMENT TYPE 1
TD 2
W 5.03.02
D
L5-06
TGSI
FW
WT 1.03
6
4900
D
BALCONY
WT
WT 2.02 5.05.05
L5-04A
B
WT 2.02
TD 2
E ROB
HT 1m
Y CON BAL
90MM CONCRETE BLOCK WALL WITH 35MM FURRING CHANNELS,13MM PLASTERBOARD PLASTERBOARD ON THE EXTERNAL FINISH (13MM AQUACHEK PLASTERBOARD AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
3120
DP
0 840
LAM 2
TGSI
C
BALCONY ° FW
APARTMENT TYPE 2
5.07.04
WT 2.01
CO L.
100° 00' 00" 21.22 m
90.0
W 5.06.01
L5-05A
WT 1.03
L5-07
D
E ROB
5.06.05
280° 00' 00" 21.22 m
D
A-051
HT 1m
90MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
PJ
1
Y CON BAL
WT 1.02
WT 2.02
L5-06A
50 308
W 5.07.02
WT 2.01
CO L.
FW
140MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
WT 2.01 °
DP
0 840
WT 1.01
PJ
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
RMIT
1205
10° 00' 00" 28.18 m
UNIVERSITY School of Design TAFE
8570
Advanced Diploma of Building Design (Architectural)
Drawing Title
PROPOSED FIFTH FLOOR
6
A
B
C
D
F E
CHRISTOPHER LEUNG CHEUN
Drawn by : True North
FIFTH FLOOR PLAN: LEVEL 5
1 A-050 SCALE 1 : 50 @ A1
Checked by :
LISA MEE
Project No.
20150501
Scale : As indicated Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-036
GENERAL NOTES
DRAWING LEGEND
FLOOR FINISHES CONC 1
POLISHED CONCRETE "BORALSTONE™" TANAMI
CONC 2
POLISHED CONCRETE "BORALSTONE™" SAVANNAH
CONC 3
CONCRETE MONOLITHIC STEEL TROWEL FINISH
TIMB 1
TIMB 2 TD 1 TD 2
90x14mm KEMPAS TIMBER FLOORING
CP - 01
90x14mm WHITE TULIP OAK TIMBER FLOORING
CP - 02
190x35mm HOPEA DECKING WITH 3mm GAP IN BETWEEN
16mm CARPET (CYBERSPACE PRODUCT CODE 515)
TILE 1
190x35mm WATHERTEXT DECKING WITH 3mm GAP IN BETWEEN 16mm CARPET (CHAMPS ELYSEES PRODUCT CODE 3048)
TILE 4 2mm VINYL FLOORING ACCOLADE PLUS "CEDUNA WHITE"
RELATIVE LEVEL ACCORDING TO AHD
SEWER PIPE
90MM Ø DOWN PIPE
HR
HOSE REEL
S.W W.M
STORM WATER
TAP
W.P
WATER PIPE
AJ
ARTICULATING JOINT
PJ
PANEL JOINT
RL
RELATIVE LEVEL
AHD
AUSTRALIAN HEIGHT DATUM
D.P STORM WATER PIPE
2mm VINYL FLOORING ACCOLADE PLUS "CAPPUCCINO"
VIN 2
TILE 3
INSPECTION OPENING I.O
VIN 1
TILE 2
LIST OF ABBREVIATION
MAIN WATER
S.W FIRE HYDRANTS
PIT
GT-01
900L X 900W X 700D MM STORMWATER PIT
LPOD
WATER METER
LEGAL POINT OF DISCHARGE
W
WASHING MACHINE
VB
VANITY BASIN
D
DRYER MACHINE
WC
WATER CLOSET
REF.
REFRIGERATOR
TGIS
TACTILE GROUND INDICATOR SYSTEM
COL.
COLUMNS : REFER TO STRUCTURAL ENGINEERS DRAWINGS
F
190° 00' 00" 28.18 m
A-060 1
5 820
Y CON BAL T H 1m
DP
CL
E
1020
4
CO L.
FW
L6-07A
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
WALL FINISHES
BALCONY TD 2
140MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
WT 1.02
90MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
WT 1.03
90MM CONCRETE BLOCK WALL WITH 35MM FURRING CHANNELS,13MM PLASTERBOARD PLASTERBOARD ON THE EXTERNAL FINISH (13MM AQUACHEK PLASTERBOARD AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
L6-07
WT 1.03
140mm BLOCKWORK WITH 35mm FURRING CHANNEL, 16mm PLASTERBOARD ON FINISH SIDE (SERVICE,STAIRS SIDE FACE BLOCKWORK)
LAM 2
WT 2.01
150mm STAGGERED STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 2x13mm FYRCHECK PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 2.02
92mm STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 13mm PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 3.01
150mm PRECAST CONCRETE WITH 110mm BRICKWORK AND 40mm CAVITY INBETWEEN
WT 3.02
150mm PRECAST CONCRETE PANEL WITH 35mm FURRING CHANNEL, 13MM PLASTERBOARD ON FINISH SIDE (PRECAST SERVICE SIDE,STAIRS)
WT 3.03
150mm PRECAST CONCRETE PANEL
WT 3.04
150mm INSITU CONCRETE
3880
WT 1.01
D
6.07.05 90.0
DP
Y CON BAL T H 1m
0 840
WT 2.01
FW
CO L.
D
WT 2.01 °
WT 2.02
L6-06A
50 308
BALCONY
PJ
TD 2
1
D
A-051
D
L6-06
CO L.
FW
APARTMENT TYPE 1
L6-04A
B
BALCONY
D
CP - 01
WT 2.02
L6-05
CO L.
APARTMENT TYPE 1
D
6.04.05
0 481 90.0
WT 2.01
D
WT 2.02
D
WT 2.02
6.05.04
WT 2.02
FW
LAM 2 WT 2.01
L6-04
D
FW
6.05.03
APARTMENT TYPE 1
WT 2.02
CP - 01 FW
TILE 2
WT 2.02 WT 2.02
D
WT 2.02
FW
6.04.04
TILE 2
L6-08
WT 2.02
BALCONY BELOW
BATH
D
TILE 2
CO L.
FW
WT 2.02
6.05.01
CO L.
5925 4760
VE ABO D A KHE BUL
D
WT 1.03
6.02.02
D
6.03.01 WT 1.03
5
D
6.02.04
PJ
PJ PJ
20
19
18
17
16
15
14
13
12
LAM 1
R.CHUTE
6.02.03
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
STAIRS
COM
BY CHK DATE
LIST OF AMENDMENTS Project Name
IMAGINARY CITIES
VIN 1
ELEC
1
PJ PJ
DP
PJ
L6-01
L6-09
D
D
LIFT
WT 3.03
WT 1.02 WT 1.03
D
PJ
WT 1.02
WT 2.02
W
HR
TGSI
A-050
W
D
PJ
D
6.04.01
TILE 1
WT 1.02
6.02.01
6.01.01
WT 2.02
1
CIRCULATION
WT 3.02
LAM 2 FW
LAUNDRY
D
WT 2.02
6.04.02
4
L6-02
D
3775
6.04.03
WT 1.02
BATH
D
BALCONY
6.08.01
TGSI
E ROB
L6-03
D
WT 1.02
6.06.01
6.05.02
TGSI
66 .0°
D
6.07.01
D
WT
D
WT 2.02
BATH
LAM 2
375
PJ
6.06.02
°
5 103
790
BATH
WT 2.02
6.06.03
VIN 2
CP - 01
WT 2.01
PJ
DP
TGSI
DP
D
6.07.02
D
E ROB
HT 1m
Y CON BAL
WT 2.02
6.07.03
6.06.04
TD 2
A
D
18475
6.05.05
4900
Y CON BAL T H 1m
WT 2.02
280° 00' 00" 21.22 m
DP
0 840
6
WT 2.02
TD 2
° FW
E ROB
100° 00' 00" 21.22 m
C
WT 2.02
BALCONY
CO L.
90.0
L6-05A
6.07.04
ADJOINING SITE DEVELOPMENT 4900
ONY ALC B HT 1m
APARTMENT TYPE 2
D
E ROB
6.06.05
2
3
4
5
6
7
8
9
10
11
5
PJ
PJ
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053
1205
Client
RMIT
66 .0°
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
6
A
B
C
D
F
PROPOSED SIXTH FLOOR
E
CHRISTOPHER LEUNG CHEUN
Drawn by : True North
SIXTH FLOOR PLAN: LEVEL 6
1 A-050 SCALE 1 : 50 @ A1
Checked by :
LISA MEE
Project No.
20150501
Scale : As indicated Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-037
GENERAL NOTES
DRAWING LEGEND
FLOOR FINISHES CONC 1
POLISHED CONCRETE "BORALSTONE™" TANAMI
CONC 2
POLISHED CONCRETE "BORALSTONE™" SAVANNAH
CONC 3
CONCRETE MONOLITHIC STEEL TROWEL FINISH
TIMB 1
TIMB 2 TD 1 TD 2
90x14mm KEMPAS TIMBER FLOORING
CP - 01
90x14mm WHITE TULIP OAK TIMBER FLOORING
CP - 02
190x35mm HOPEA DECKING WITH 3mm GAP IN BETWEEN
TILE 1
190x35mm WATHERTEXT DECKING WITH 3mm GAP IN BETWEEN 16mm CARPET (CHAMPS ELYSEES PRODUCT CODE 3048)
16mm CARPET (CYBERSPACE PRODUCT CODE 515)
TILE 4
VIN 2
TILE 3
INSPECTION OPENING
RELATIVE LEVEL ACCORDING TO AHD
SEWER PIPE
90MM Ø DOWN PIPE
I.O VIN 1
TILE 2
LIST OF ABBREVIATION
2mm VINYL FLOORING ACCOLADE PLUS "CEDUNA WHITE"
HR
HOSE REEL
S.W W.M
STORM WATER
TAP
W.P
WATER PIPE
AJ
ARTICULATING JOINT
PJ
PANEL JOINT
RL
RELATIVE LEVEL
AHD
AUSTRALIAN HEIGHT DATUM
D.P STORM WATER PIPE
2mm VINYL FLOORING ACCOLADE PLUS "CAPPUCCINO"
MAIN WATER
S.W FIRE HYDRANTS
PIT
GT-01
900L X 900W X 700D MM STORMWATER PIT
WATER METER
LPOD
LEGAL POINT OF DISCHARGE
W
WASHING MACHINE
VB
VANITY BASIN
D
DRYER MACHINE
WC
WATER CLOSET
REF.
REFRIGERATOR
TGIS
TACTILE GROUND INDICATOR SYSTEM
COL.
COLUMNS : REFER TO STRUCTURAL ENGINEERS DRAWINGS
F
190° 00' 00" 28.18 m
A-060 1
E
950
4 5 820
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
3945
WALL FINISHES
WALL BELOW 90.0
D
°
FW
W ELO LL B A W
°
90MM CONCRETE BLOCK WALL WITH 35MM FURRING CHANNELS,13MM PLASTERBOARD PLASTERBOARD ON THE EXTERNAL FINISH (13MM AQUACHEK PLASTERBOARD AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 1.03
140mm BLOCKWORK WITH 35mm FURRING CHANNEL, 16mm PLASTERBOARD ON FINISH SIDE (SERVICE,STAIRS SIDE FACE BLOCKWORK)
WT 2.01
150mm STAGGERED STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 2x13mm FYRCHECK PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
W ELO LL B WA
0 840
WT 2.02
92mm STEEL STUD WALL WITH ACCOUSTIC BATT INSULATION IN CAVITY AND 13mm PLASTERBOARD TO BOTH SIDES AGAINST STUD (6mm CEMINSEAL WALLBOARD FINISH AND TILES IN WET AREAS & FEATURE TILES IN LOBBYS, REF JOINERY FOR EXTENT)
WT 3.01
150mm PRECAST CONCRETE WITH 110mm BRICKWORK AND 40mm CAVITY INBETWEEN
WT 3.02
150mm PRECAST CONCRETE PANEL WITH 35mm FURRING CHANNEL, 13MM PLASTERBOARD ON FINISH SIDE (PRECAST SERVICE SIDE,STAIRS)
WT 3.03
150mm PRECAST CONCRETE PANEL
WT 3.04
150mm INSITU CONCRETE
6
D
7.02.01
L7-03
TANK SPACE
FW
CONC 3
B
L7-02
DP
18475
BALCONY
W ELO LL B WA
PJ
°
5 103 D
WALL BELOW FW
66 .0°
7.02.02
3
ADJOINING SITE DEVELOPMENT 5210
FW
GREY WATER TANK 4000L
FW
RAIN WATER TANK 3200L
TD 2 RAIN WATER TANK 3200L
100° 00' 00" 21.22 m
WT 1.03
280° 00' 00" 21.22 m
90.0
90.0
90MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
FW
2810
A-051
0 481
WT 1.02
PJ
1
A
140MM CONCRETE BLOCK WALL WITH RACK JOINT ON BOTH SIDES
0 840
50 308
C
WT 1.01
3
L7-04
STORE ROOM 1775
CONC 3
BALCONY BELOW
D
4
7.01.01
FW
HR
DP
PJ
5925 4760
PJ
PJ
PJ
PJ
COM
20
19
18
17
16
15
14
13
12
2985
1 A-050
21
TGSI
TGSI
LIFT ACCESS HATCH
PJ
PJ
PJ
1
INITIAL PLOT
C.L L.M 13.05.2015 BY CHK DATE
LIST OF AMENDMENTS Project Name
IMAGINARY CITIES
2
3
4
5
6
7
8
9
10
11
5
PJ
790
790
PJ
C.L P.S 26.05.2015
TGSI
ELEC
5
PJ
CHECK PLOT
ISSUE DESCRIPTION
L7-01
STAIRS LAM 1
1
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053
1205
Client
RMIT
10° 00' 00" 28.18 m
66 .0°
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
PROPOSED SEVENTH FLOOR
6
A
B
C
D
F E
CHRISTOPHER LEUNG CHEUN
Drawn by : True North
SEVENTH FLOOR PLAN: LEVEL 7
1 A-050 SCALE 1 : 50 @ A1
Checked by :
LISA MEE
Project No.
20150501
Scale : As indicated Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-038
GENERAL NOTES
F
190° 00' 00" 28.18 m
A-060 1
4
E
D
5 820
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
0 840
50 308 1
280° 00' 00" 21.22 m
A-051
100° 00' 00" 21.22 m
C
6
0 840 VENTILATION UNIT
B
DP
A ADJOINING SITE DEVELOPMENT
VENTILATION UNIT
0 481 3° FALL
5 103
VENTILATION UNIT
66 .0°
3
3
VENTILATION UNIT
ROOF ARRESTORS
4
DP
DP
DP A
A
4760
5925 4760
DP
A
1 A-050
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
ACCESS PANEL
BY CHK DATE
LIST OF AMENDMENTS 3° FALL
3° FALL
1
Project Name
IMAGINARY CITIES
790
5 790
5
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053
1205
Client
10° 00' 00" 28.18 m
66 .0°
RMIT
PROVIDE HOOK FOR WINDOW CLEANING Above Curtain Wall
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
PROPOSED ROOF PLAN
6
A
B
F E
C
CHRISTOPHER LEUNG CHEUN
Drawn by : True North
ROOF PLAN: LEVEL 8
1 A-050 SCALE 1 : 50 @ A1
Checked by :
LISA MEE
Project No.
20150501
Scale : 1 : 50
D
Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-039
GENERAL NOTES
3° FALL
RL 64.565
PARAPET LEVEL RL: 64.400
1400
RL 64.400
TITLE BOUNDARY
F
TITLE BOUNDARY
A B
L7-02
L7-01
BALCONY
3335
RL 60.665
STAIRS
D
ROOF LEVEL RL: 63.000
7.01.01
SEVENTH FLOOR RL: 59.665
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
RL 57.833
L6-02
BALCONY
CIRCULATION D
L6-01
L6-09 D
6.04.01
STAIRS
D
R.CHUTE
3665
L6-03
RL 57.000
6.01.01
SIXTH FLOOR RL: 56.000
6.02.02
RL 54.333
L5-03
BALCONY
KITCHEN
D
5.03.01
L5-02
L5-01
L5-09
CIRCULATION
R.CHUTE
5.04.01
5.09.01
D
STAIRS
D
D
3500
L5-10
RL 53.500
5.01.01
FIFTH FLOOR RL: 52.500
PJ
D
L4-10
L4-02
COMPUTER ROOM
W A20
4.11.01
L4-01
L4-09
CIRCULATION
R.CHUTE
STAIRS
D
D
4.01.01
4.09.01
4000
PANELISED PREFABRICATED ALUMINIUM AND STEEL PANELS REFER TO MANUFACTURERS DETAILS
ADJOINING SITE DEVELOPMENT
RL 50.500
FOURTH FLOOR RL: 48.500
L3-03
STUDENT STUDIO
CONCRETE SLAB AS PER ENGINEERS DRAWINGS
L3-02
CIRCULATION
L3-01
L3-09
STAIRS
D
R.CHUTE
3.01.01
D
39300
RONDO SUSPENDED CEILING
G.02.08
LIFT SHAFT
W B20
L2-03
RONDO SUSPENDED CEILING
L2-02
STUDENT STUDIO
PJ
CIRCULATION
THIRD FLOOR RL: 44.500
RL 42.500
L2-01
L2-09
STAIRS
D
R.CHUTE
D
4000
PJ
CATWALK - GALVANISED GATIC TRENCH
4000
RL 46.500
2.01.01
SECOND FLOOR RL: 40.500
2.09.01
BALCONY
L1-12
L1-10
KITCHEN
CIRCULATION
4000
L1-14
L1-13
W C20
CONCRETE SLAB AS PER ENGINEERS DRAWINGS
COLD ROOM
RL 38.500
L1-01
L1-09
STAIRS
D
R.CHUTE
1.01.01
FIRST FLOOR RL: 36.500
SUBSTATION
G-10
BIN STORAGE
G-03
G-09
STAIRS
BIN STORAGE
D
STORE
B-11
WATER STORAGE
D
G.03.01
B-01
STAIRS
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS Project Name
IMAGINARY CITIES
RL 27.000
D
B.01.01
BASEMENT 1 RL: 26.500
1400
GALLERY OFFICE
B-15
CIRCULATION
B-12
GROUND FLOOR RL: 32.500
RL 31.333
G.03.02
BANDBEAM REFER TO ENGNEERS DRAWING FOR DETAIL
4000
G-13
L. CO
6000
BICYCLE RACK
STAIRS
RL 34.500
LIFT OVER RUN RL: 25.100
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
SECTION AA
Section AA
1 A-015 SCALE 1 : 100@ A1
CHRISTOPHER LEUNG CHEUN
Drawn by : True North
Checked by :
LISA MEE
Project No.
20150501
Scale : 1 : 100 Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-050
GENERAL NOTES
2
4
6
1400
PARAPET LEVEL RL: 64.400
3335
ROOF LEVEL RL: 63.000
L7-02
BALCONY
2
L6-05
A-400
L6-02
APARTMENT TYPE 1
CIRCULATION
SIXTH FLOOR RL: 56.000
L5-05
3
L5-02
APARTMENT TYPE 1
CIRCULATION
FIFTH FLOOR RL: 52.500
CIRCULATION
7500
A-400
3665
SEVENTH FLOOR RL: 59.665
4
L4-02
L4-11
COMPUTER ROOM
L3-03
PIVOTING STEEL PLATE CLADDING SYSTEM. SHADING SYSTEM FOUND ON EVERY EDUCATIONAL AND COMMERCIAL ABOVE FIRST LEVEL
A-400
L3-02
STUDENT STUDIO
CIRCULATION
39300
1
L2-03
THIRD FLOOR RL: 44.500
L2-02
CIRCULATION
SECOND FLOOR RL: 40.500
4000
STUDENT STUDIO
CATWALK BAR GRADING
4000
CAPRAL WINDOW AS SCHEDULE AND SPECIFIED
FOURTH FLOOR RL: 48.500
4000
A-400
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
L1-02
CAFETARIA
FIRST FLOOR RL: 36.500
G-09
-
BIN STORAGE
G-14
4000
---
CAFE
GROUND FLOOR RL: 32.500
-
6000
---
B-03
ART GALLERY
B-09
167
Lift Shaft
BASEMENT 1 RL: 26.500
1400
RECEPTION
LIFT OVER RUN RL: 25.100
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS Project Name
IMAGINARY CITIES Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053
Section BB
1 A-015 SCALE 1 : 100@ A1
Client
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
SECTION BB CHRISTOPHER LEUNG CHEUN
Drawn by : True North
Checked by :
LISA MEE
Project No.
20150501
Scale : 1 : 100 Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-051
GENERAL NOTES
E
D
C PARAPET LEVEL RL: 64.400 ROOF LEVEL RL: 63.000
SEVENTH FLOOR RL: 59.665
W 6.07.02 W 6.07.01
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
SIXTH FLOOR RL: 56.000 FCL RL: 54.900 W 5.03.02
W 5.07.01
PJ
C A1
PJ
PJ
PJ
C A2
PJ
PJ
PJ
C A3
FIFTH FLOOR RL: 52.500
PJ
PJ
PJ
C A4
PJ
PJ
PJ
C A5
PJ
PJ
PJ
C A6
PJ
PJ
PJ
C A7
PJ
PJ
PJ
C A8
PJ
PJ
PJ
C A9
PJ
PJ
PJ
C A10
PJ
PJ
PJ
C A11
PJ
PJ
PJ
C A12
PJ
PJ
PJ
C A13
PJ
PJ
PJ
C A14
PJ
PJ
PJ
C A15
PJ
PJ
PJ
C A16
PJ
PJ
PJ
C A17
PJ FOURTH FLOOR RL: 48.500
PJ
SIDE CLADDING SYSTEM THIRD FLOOR RL: 44.500 C B1
PJ
PJ
C C1
C B2
PJ
PJ
PJ
C C2
C B3
PJ
PJ
PJ
C C3
C B4
PJ
PJ
PJ
C C4
C B5
PJ
PJ
PJ
C C5
C B6
PJ
PJ
PJ
C C6
C B7
PJ
PJ
PJ
C C7
C B8
PJ
PJ
PJ
C C8
C B9
PJ
PJ
PJ
C C9
C B10
PJ
PJ
PJ
C C10
C B11
PJ
PJ
PJ
C C11
C B12
PJ
PJ
PJ
C C12
C B13
PJ
PJ
PJ
C C13
C B14
PJ
PJ
PJ
C C14
C B15
PJ
PJ
PJ
C C15
C B16
PJ
PJ
PJ
C C16
C B17
PJ
PJ
PJ
C C17
SECOND FLOOR RL: 40.500
PJ
FIRST FLOOR RL: 36.500
GAS & WATER METER
HYDRANT BOOTS
GROUND FLOOR RL: 32.500
D
G.01.01
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS BASEMENT 1 RL: 26.500
Project Name
IMAGINARY CITIES LIFT OVER RUN RL: 25.100
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
RMIT
UNIVERSITY School of Design TAFE
NORTH ELEVATION- CLADDING
1 A-032 SCALE 1 : 100@ A1
Advanced Diploma of Building Design (Architectural)
Drawing Title
NORTH ELEVATION - CLADDING CHRISTOPHER LEUNG CHEUN
Drawn by : True North
Checked by :
LISA MEE
Project No.
20150501
Scale : 1 : 100 Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-060
GENERAL NOTES
E
D
C 1400
PARAPET LEVEL RL: 64.400
3335
ROOF LEVEL RL: 63.000
D
SEVENTH FLOOR RL: 59.665
F
F
F
F
F
W 6.07.02
F
F
W 6.06.01 F
W 6.05.01 F F
F
D
W 6.07.01
F
W 6.04.01 F F
D
6.06.05
3665
7.02.01
F
D
6.05.05
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
SIXTH FLOOR RL: 56.000
6.04.05
F
F
F
F
F
W 5.07.02
D
F
F
F
F
W 5.05.01 F F
F
D
W 5.07.01
F
W 5.06.01 F
D
5.06.05
F
F
W 5.04.01 F
F
F
W 5.03.02
F
D
5.05.05
F
3500
FCL RL: 54.900
FIFTH FLOOR RL: 52.500
5.04.05
F
F
F
F
F
F
F
F
F
F
D
W 4.12.01
W 4.11.01
W 4.10.02
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
31900
W 4.03.01
4000
6.02.18
FOURTH FLOOR RL: 48.500
6.02.17
D
4000
W 3.03.02
W 3.03.03
W 3.03.04
W 3.03.05
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
THIRD FLOOR RL: 44.500
W 2.03.05
F
F
W 2.03.04
F
F
F
F
W 2.03.03
F
F
F
F
F
F
F
F
F
F
F
4000
6.02.13 W 2.03.02
F
F
F
F
F
F
F
F
F
SECOND FLOOR RL: 40.500
W 1.02.02
4000
W W 1.02.01
D
F
F
F
F
F
F
F
GAS & WATER METER
HYDRANT BOOTS
FIRST FLOOR RL: 36.500
F
F
BICYCLE RACK
W G.01.01
SPRINKLER BOOTS
F
D
G.01.01
W G.14.03
F
D
G.14.01
W G.14.02
F
4000
1.02.01
GROUND FLOOR RL: 32.500
W G.14.01
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS Project Name BASEMENT 1 RL: 26.500 LIFT OVER RUN RL: 25.100
IMAGINARY CITIES Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
NORTH ELEVATION
NORTH ELEVATION-WITHOUT CLADDING
1 A-031 SCALE 1 : 100@ A1
CHRISTOPHER LEUNG CHEUN
Drawn by : True North
Checked by :
LISA MEE
Project No.
20150501
Scale : 1 : 100 Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-061
GENERAL NOTES
1
3
5
PARAPET LEVEL RL: 64.400 ROOF LEVEL RL: 63.000
SEVENTH FLOOR RL: 59.665
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
SIXTH FLOOR RL: 56.000 FCL RL: 54.900
FIFTH FLOOR RL: 52.500
FOURTH FLOOR RL: 48.500
THIRD FLOOR RL: 44.500
SECOND FLOOR RL: 40.500
FIRST FLOOR RL: 36.500
GROUND FLOOR RL: 32.500
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS Project Name
IMAGINARY CITIES Project Address LIFT OVER RUN RL: 25.100
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
WEST ELEVATION
1 TP-101 SCALE 1 : 100@ A1
Drawing Title
WEST ELEVATION- CLADDING CHRISTOPHER LEUNG CHEUN
Drawn by : True North
Checked by :
LISA MEE
Project No.
20150501
Scale : 1 : 100 Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-062
A-050
GENERAL NOTES
A B
F
5
3
1400
PARAPET LEVEL RL: 64.400
1665 665 1000
3335
ROOF LEVEL RL: 63.000
3665
SEVENTH FLOOR RL: 59.665
760 1000
SIXTH FLOOR RL: 56.000
3500
1760
ZINC CLADDING
1
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN PARAPET LEVEL STANDARS. DIMENSIONS ARE TO THE RL: 64.400 STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO ROOF LEVEL THE DETAILS PROVIDED, AFTER FIRST CHECKING RL: 63.000 THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE SEVENTH FLOOR DEVELOPER'S REPRESENTATIVE FOR RL: 59.665 CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR SIXTH FLOOR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON RL: 56.000 THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL FCL EXPOSED FLAT AND SLAB. RL: 54.900 G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
FIFTH FLOOR RL: 52.500
FOURTH FLOOR RL: 48.500
FOURTH FLOOR RL: 48.500
THIRD FLOOR RL: 44.500
THIRD FLOOR RL: 44.500
SECOND FLOOR RL: 40.500
SECOND FLOOR RL: 40.500
FIRST FLOOR RL: 36.500
FIRST FLOOR RL: 36.500
GROUND FLOOR RL: 32.500
GROUND FLOOR RL: 32.500
31900
4000
FIFTH FLOOR RL: 52.500
AJ
AJ
AJ
W 2.01.01
4000
4000
AJ
L AL W ICK BR
4000
4000
W 1.01.01
BICYCLE RACK
D
G.13.01
D
G.12.01
D
G.10.02
AJ D
G.09.02
LIFT OVER RUN RL: 25.100
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS Project Name
IMAGINARY CITIES Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
SOUTH ELEVATION
1 TP-101 SCALE 1 : 100@ A1
EAST ELEVATION
2 TP-101 SCALE 1 : 100@ A1
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
SOUTH AND EAST ELEVATION CHRISTOPHER LEUNG CHEUN
Drawn by : True North
Checked by :
LISA MEE
Project No.
20150501
Scale : 1 : 100 Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-063
GENERAL NOTES G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
D
150
150 870
4
5 333
0 135
0 855
625
FW
90
150
150 5 119
C
BALCONY 6 m²
0 240
WT
455 150
0 464
5 617
W 5.03.02
WT 2.01 WT 2.01
AD RHE OVE INET CAB
870 WT 2.01
1 2 4 3
WT 2.02
APARTMENT TYPE 1 26 m²
885 CP - 01
6
90
L5-03
4
KITCHEN TILE 3 WT 2.02
5 6 8 7
ROBE 5 187 0 130
W 5.03.01
FW
VB
5 644 0 360
1 2 4 3
90
5 6 8 7
SHW
TILE 2
OVERHEAD CABINET
WC AD RHE OVE INET CAB
F
90
175
0 203
WT 2.02
0 109
D
90
5.03.01 24.0°
810
115
5 427
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
Project Name
595
IMAGINARY CITIES
150
2085
Project Address
960
2255
15-21 EARL / 17-21 ORR STREET, CARLTON 3053
910
Client
RMIT
D
6
BY CHK DATE
LIST OF AMENDMENTS
810
175
1
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
C TYP APARTMENT TYPE 1
333 A-050 SCALE 1 : 25 @ A1
APARTMENT PLAN CHRISTOPHER LEUNG CHEUN
Drawn by : True North
Checked by :
LISA MEE
Project No.
20150501
Scale : 1 : 25 Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-100
GENERAL NOTES
D
6 FCL RL: 54.900
L5-04
APARTMENT TYPE 1
2400
W 5.04.01
2400
APARTMENT TYPE 1
5.04.05
ROBE
FCL RL: 54.900
L5-04
D
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
FIFTH FLOOR RL: 52.500
FIFTH FLOOR RL: 52.500
APT ELEVATION A
APT ELEVATION B
1 A-100 SCALE 1 : 25 @ A1
2 A-100 SCALE 1 : 25 @ A1
6
D
4
FCL RL: 54.900
L5-04
D
D
5.04.03
5.04.04
L5-04
APARTMENT TYPE 1
ROBE
APARTMENT TYPE 1
FCL RL: 54.900
P.P
FIFTH FLOOR RL: 52.500
FIFTH FLOOR RL: 52.500
APT ELEVATION C
APT ELEVATION D
3 A-100 SCALE 1 : 25 @ A1
4 A-100 SCALE 1 : 25 @ A1
6
1690 935
6 905
AJ
AJ
800
FCL RL: 54.900
800
320
800
1370
CL
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS
D
AJ
AJ AJ
L5-04
APARTMENT TYPE 1
APARTMENT TYPE 1
550
100mm TIMBER SKIRTING BOARD 100
100 600
345
900
KITCHENETTE
KITCHENETTE
8 A-036 SCALE 1 : 25 @ A1
Client
FIFTH FLOOR RL: 52.500
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
1835
7 A-036 SCALE 1 : 25 @ A1
Project Address
P.P
100 50
IMAGINARY CITIES 15-21 EARL / 17-21 ORR STREET, CARLTON 3053
AJ
1090
Project Name
900
800
AJ
800
AJ
L5-04
5.04.03
2400
SB
2400 700
700 2400
APARTMENT P.P TYPE 1
700 2400
L5-04
L5-04 APARTMENT TYPE 1
INTERNAL ELEVATION
KITCHENETTE
5 A-036 SCALE 1 : 25 @ A1
KITCHENETTE
6 A-036 SCALE 1 : 25 @ A1
Author
Drawn by : True North
Checked by : Project No. Scale : 1 : 25 Date : Drawing No.
Revision No.
Checker 20150501 Page Size :
A3
08/05/2015
A-101
GENERAL NOTES
480
FCL RL: 54.900
850
L5-04
APARTMENT TYPE 1
735
FIFTH FLOOR RL: 52.500
120
ST
BATH ELEVATION
D
5.04.02
TPH
720
720
VB
BATH ELEVATION
1 A-100 SCALE 1 : 25 @ A1
APARTMENT TYPE 1
APARTMENT TYPE 1
CL
150
M
L5-04
L5-04
1920
APARTMENT TYPE 1
875
L5-04
2400 1065
SHOWER HEAD REFER TO SCHEDULE
2400
SHOWER RAIL
BATH ELEVATION
2 A-100 SCALE 1 : 25 @ A1
BATH ELEVATION
3 A-100 SCALE 1 : 25 @ A1
C
4 A-100 SCALE 1 : 25 @ A1
4
6
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
800
AJ
AJ
AJ
AJ
AJ
AJ
AJ
L5-03
KITCHEN
RH
700
L5-03
AJ
KITCHEN
770
AJ
AJ
AJ
AJ
AJ
AJ
FIFTH FLOOR RL: 52.500
REF
100
900
900
30
700 2400
W 5.03.02
2400
3230
800
FCL RL: 54.900
KITCHEN ELEVATION B
6 A-036 SCALE 1 : 25 @ A1
KITCHEN ELEVATION A
5 A-036 SCALE 1 : 25 @ A1
C
6
4
FCL RL: 54.900
KITCHEN
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
W 5.03.01
BY CHK DATE
LIST OF AMENDMENTS Project Name
2400
KITCHEN
L5-03
2300 2400
L5-03
1
IMAGINARY CITIES Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
RMIT
100
FIFTH FLOOR RL: 52.500
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
KITCHEN ELEVATION C
7 A-036 SCALE 1 : 25 @ A1
INTERNAL ELEVATION
KITCHEN ELEVATION D
8 A-036 SCALE 1 : 25 @ A1
Author
Drawn by : True North
Checked by : Project No. Scale : 1 : 25 Date : Drawing No.
Revision No.
Checker 20150501 Page Size :
A3
08/05/2015
A-102
4
4
1000
190x20mm RECYCLED SPOTTED GUM DECKING WITH 3mm GAP IN BETWEEN 75x35MM KD HW FIXED ON TOP OF PEDESTALS AT 900MM CTRS
CLEAN 5mm DOUBLE GLAZED WINDOW CAPRAL WINDOW AS SCHEDULE AND SPECIFIED
MILD STEEL PACKING IF REQUIRED MANUFACTURER FLASHING
1500
1000 1665
REINFORCED CONCRETE SLAB SET TO FALL TO FLOOR WASTE
APARTMENT TYPE 1
BALCONY
75x35MM KD HW FIXED ON TOP OF PEDESTALS AT 900MM CTRS BUZON PEDESTAL ADJUST TO FIT AT 900MM MAX CTRS
BALCONY
L5-05
L5-05A
WEATHER PROOF TIMBER SLATS WITH 3MM GAP INBETWEEN
L7-02
GENERAL NOTES
CARPET OVER SLAB AS SCHEDULED AND SPECIFIED CONCRETE SLAB AS PER ENGINEERS DRAWINGS
WATERPROOF MEMBRANE OVER SLAB
BUZON PEDESTAL "DPH-0" AT 900MM MAX CTRS SEVENTH FLOOR RL: 59.665
FIFTH FLOOR RL: 52.500 2
335
A-501
CL
500
CAPRAL WINDOW AS SCHEDULE AND SPECIFIED
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
330
50x50x5mm GALVANISED ANGLE BAR WELDED OVER ANCOR BOLT INTO WALL
150x90x10mm GALVANISED ANGLE BAR BOLT TO ANGLE BAR
CLEAN 5mm DOUBLE GLAZED WINDOW
PANELISED PREFABRICATED ALUMINIUM AND STEEL PANELS REFER TO MANUFACTURERS DETAILS
OUTSIDE
APARTMENT TYPE 1
BALCONY
ASSEMBLY DETAIL 1 : ROOF
2 A-051 SCALE 1 : 10 @ A1
L6-05A
L6-05
BALCONY
APARTMENT TYPE 1 750 CLEAN 5mm DOUBLE GLAZED WINDOW
MILD STEEL PACKING IF REQUIRED MANUFACTURER FLASHING
CARPET OVER SLAB AS SCHEDULED AND SPECIFIED
WATERPROOF MEMBRANE OVER SLAB
1745
BUZON PEDESTAL "DPH-0" AT 900MM MAX CTRS
CAPRAL WINDOW AS SCHEDULE AND SPECIFIED
1000
75x35MM KD HW FIXED ON TOP OF PEDESTALS AT 900MM CTRS
RECEPTION
CAPRAL WINDOW AS SCHEDULE AND SPECIFIED
CATWALK SPACE
L6-05
L6-05A
190x20mm RECYCLED SPOTTED GUM DECKING WITH 3mm GAP IN BETWEEN
L4-13
CONCRETE SLAB AS PER ENGINEERS DRAWINGS
120 150
CL
PANELISED PREFABRICATED ALUMINIUM AND STEEL PANELS REFER TO MANUFACTURERS DETAILS OUTSIDE
CATWALK SPACE
MANUFACTURER FLASHING
L3-03
STUDENT STUDIO
WATERPROOF MEMBRANE OVER SLAB GALVANISED GATIC TRENCH FIX OVER SUPPORTING ANGLE BAR
CLEAN 5mm DOUBLE GLAZED WINDOW CAPRAL WINDOW AS SCHEDULE AND SPECIFIED CARPET OVER SLAB AS SCHEDULED AND SPECIFIED CONCRETE SLAB AS PER ENGINEERS DRAWINGS
50x50mm GALVANISED ANGLE BAR WELDED OVER RHS
THIRD FLOOR RL: 44.500
150x90x10mm GALVANISED ANGLE BAR BOLT TO RHS
SIXTH FLOOR 100x50mm RHS RL: 56.000
1 A-501
65 55
590
ASSEMBLY DETAIL 2:APARTMENT BALCONY
4 A-051 SCALE 1 : 10 @ A1
RHS BOLT TO SLAB
165
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS Project Name
IMAGINARY CITIES
475
OUTSIDE
CATWALK SPACE
L2-03
STUDENT STUDIO
Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
ASSEMBLY DETAIL CHRISTOPHER LEUNG CHEUN
Drawn by : True North
ASSEMBLY DETAIL 1:APARTMENT BALCONY
3 A-051 SCALE 1 : 10 @ A1
ASSEMBLY DETAIL 2: FACADE
Checked by :
LISA MEE
Project No.
20150501
Scale : 1 : 10
1 A-051 SCALE 1 : 10 @ A1
Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-400
GENERAL NOTES
0.60mm ZINC PARAPET CAPPING
4
"TYVEK®" ANTI ABRASIVE BUILDING PAPER 190x20mm RECYCLED SPOTTED GUM TIMBER SLATS WITH SHIPLAP JOINT
15mm PLYWOOD FIX OVER STEEL STUD VM ZINC SINGLE LOCK STANDING SEAM
190x20mm RECYCLED SPOTTED GUM TIMBER SLATS WITH SHIPLAP JOINT
"TYVEK®" ANTI ABRASIVE BUILDING PAPER OVER PLYWOOD 15mm PLYWOOD FIX OVER FURRING CHANEL
"ENVIROSEAL PROCTORWARP" SARKING BELOW TIMBER CLADDING
25mm GALVANISED STEEL FURRING CHANNEL RONDO FIXED OVER STUD
APARTMENT
BALCONY 1000
45x92mm NOGGING AT 450 CTRS MAX
190x20mm RECYCLED SPOTTED GUM DECKING WITH 3mm GAP IN BETWEEN 75x35MM KD HW FIXED ON TOP OF PEDESTALS AT 900MM CTRS BUZON PEDESTAL "DPH-0" AT 900MM MAX CTRS
1615
FLOOR WASTE REFER TO HYDRAULIC ENGINEERS DETAILS WATERPROOFING MEMBRANE
STEEL STUD ANCOR BOLT TO SLAB
CLEAN 5mm DOUBLE GLAZED WINDOW MANUFACTURER FLASHING
CAPRAL WINDOW AS SCHEDULE AND SPECIFIED
MILD STEEL PACKING IF REQUIRED
FOAM ROD
SELEANT
WATERPROOF ING MEMBRANE CARPET OVER SLAB AS SCHEDULED AND SPECIFIED CONCRETE SLAB AS PER ENGINEERS DRAWINGS
FOAM ROD SELEANT REINFORCED CONCRETE SLAB SET TO FALL TO FLOOR WASTE
SIXTH FLOOR RL: 56.000
55
RONDO 25mm GALVANISED STEEL FURRING CHANNEL FIXED OVER SLAB
165
615
RONDO SUSPENDED ROD FIX TO SLAB
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
RONDO SUSPENDED CEILING 15mm PLYWOOD FIX OVER SUSPENDED FURRING CHANNEL
46x92mm STUD HEAD TRACKS FIX TO SLAB 16mm PLASTERBOARD FIX OVER STUD WALL 45x75mm ANGLE BAR FIX TO TIMBER CLADDING 190x19mm SPOTTED GUM FIX OVER SARKING "ENVIROSEAL PROCTORWARP" SARKING BELOW TIMBER CLADDING
190x20mm RECYCLED SPOTTED GUM CEILING WITH 3mm GAP IN BETWEEN FIXED OVER PLYWOOD
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
BY CHK DATE
LIST OF AMENDMENTS Project Name
IMAGINARY CITIES Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
1
TYPICAL BALCONY APARTMENET DETAIL SCALE 1 : 5 @ A1
Details CHRISTOPHER LEUNG CHEUN
Drawn by : True North
Checked by :
LISA MEE
Project No.
20150501
Scale : 1 : 5 Date : Drawing No. Revision No.
Page Size :
A3
08/05/2015
A-500
GENERAL NOTES
4
CLEAN 5mm DOUBLE GLAZED WINDOW
MILD STEEL PACKING IF REQUIRED
75x35MM KD HW FIXED ON TOP OF PEDESTALS AT 900MM CTRS
SILICONE SELANT TO BE FIRE RATED ON BOTH SIDES CARPET OVER SLAB AS SCHEDULED AND SPECIFIED
WATERPROOF MEMBRANE OVER SLAB
CONCRETE SLAB AS PER ENGINEERS DRAWINGS
REINFORCED CONCRETE SLAB SET TO FALL TO FLOOR WASTE
FIFTH FLOOR RL: 52.500
65
55
BUZON PEDESTAL "DPH-0" AT 900MM MAX CTRS
MANUFACTURER FLASHING
15
190x20mm RECYCLED SPOTTED GUM DECKING WITH 3mm GAP IN BETWEEN
CAPRAL WINDOW AS SCHEDULE AND SPECIFIED
165
G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND WITH SUCH OTHER WRITTEN INSTRUCTIONS AS MAY BE ISSURED DURING THE COURSE THE CONTRACT. ANY DISCREPANCY SHALL BE REFFERED TO THE ENGINEER OR ARCHITECT BEFORE PROCEEDING WITH THE WORK. G2. ALL DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECT DRAWINGS OR FROM SITE. G3. BUILDER SHOULD CHECK ALL DIMENSIONS PRIOR TO COMMENCING WORK. IF THERE ARE ANY ANOMALIES,THESE SHOULD BE REPORTED TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION G4. THE WORKS ARE TO COMPLY WITH THE BUILDING CODE OF AUSTRALIA, VICTORIAN BUILDING REGULATIONS AND RELEVANT AUSTRALIAN STANDARS. DIMENSIONS ARE TO THE STRUCTURAL FACE GENERALLY UNLESS NOTED OVERWISEREFER TO DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G5. THE BUILDER IS TO CONSTRUCT ACCORDING TO THE DETAILS PROVIDED, AFTER FIRST CHECKING THAT THEY ARE FIT FOR THE PURPOSE. ANY ALTERNATIVE DETAILS ARE TO BE PROVIDED TO THE DEVELOPER'S REPRESENTATIVE FOR APPROVAL AND CONFIRMATION THAT DESIGN INTENT HAS BEEN MET PRIOR TO FABRICATION. G6. DO NOT SCALE DRAWINGS. THE BUILDER MUST VERIFY ALL DIMENSIONS BEFORE COMMENCING ANY WORK OR PREPARATION OF SHOP DRAWINGS. REPORT ANY DISCREPANCIES TO THE DEVELOPER'S REPRESENTATIVE FOR CLARIFICATION. G7. THE BUILDER IS TO CHECK THE VERTICALLY OF ADJOINING BUILDINGS AND ADVISE THE DEVELOPERS'S REPRESENTATIVE OF ANY ENCROACHMENTS, ABOVE OR BELOW GROUND PRIOR TO COMMENCEMENT OF THE WORK G8. ALL DESIGN PRINTS AND SPECIFICATIONS ARE THE ARCHITECT PROPERTY AND CANNOT BE USED WITHOUT PERMISSION. G9. OTHER CONSULTANTS SHALL PREPARE THEIR OWN WORKING DRAWINGS FOR AREAS RELATING TO THEIR OWN DICIPLINES FOR EXECUTION ON THE SITE. G10.WATERPROOF MENBRANE TO BE PROVIDED ON ALL EXPOSED FLAT AND SLAB. G11.WINDOW FABRICATION NEED TO GO ON SITE TO CONFIRM WINDOW DIMENTION.
CAPRAL WINDOW AS SCHEDULE AND SPECIFIED
4
TYPICAL APARTMENT BALCONY DETAIL
2 A-400 SCALE 1 : 5 @ A1
CLEAN 5mm DOUBLE GLAZED WINDOW CAPRAL WINDOW AS SCHEDULE AND SPECIFIED SILICONE SELANT TO BE FIRE RATED ON BOTH SIDES FOAM ROD CARPET OVER SLAB AS SCHEDULED AND SPECIFIED
GALVANISED GATIC TRENCH FIX OVER SUPPORTING ANGLE BAR
WATERPROOF MEMBRANE OVER SLAB 100x50x5mm RHS ANCHOR BOLT TO SLAB
THIRD FLOOR RL: 44.500
CL
150x90x10mm GALVANISED ANGLE BAR BOLT TO RHS
MANUFACTURER FLASHING 15
50x50x5mm ANGLE BAR WELDED OVER RHS
PACKER IF REQUIRED
55
PANELISED PREFABRICATED ALUMINIUM AND STEEL PANELS REFER TO MANUFACTURERS DETAILS
160
CONCRETE SLAB AS PER ENGINEERS DRAWINGS FOAM ROD ON BOTH SIDE
1
CHECK PLOT
C.L P.S 26.05.2015
1
INITIAL PLOT
C.L L.M 13.05.2015
ISSUE DESCRIPTION
100x50mm RHS
BY CHK DATE
LIST OF AMENDMENTS
FLASHING OVER SLAB
Project Name
SILICONE SELANT TO BE FIRE RATED ON BOTH SIDES CAPRAL WINDOW AS SCHEDULE AND SPECIFIED
IMAGINARY CITIES Project Address
15-21 EARL / 17-21 ORR STREET, CARLTON 3053 Client
RMIT
UNIVERSITY School of Design TAFE
Advanced Diploma of Building Design (Architectural)
Drawing Title
DETAIL
TYPCAL FACADE DETAIL
1 A-400 SCALE 1 : 5 @ A1
Author
Drawn by : True North
Checked by : Project No. Scale : 1 : 5 Date : Drawing No.
Revision No.
Checker 20150501 Page Size :
A3
08/05/2015
A-501