3384347
GENERAL NOTES - ALL WORK RO BECARRIED OUT IN A CCORDANCE WITH BUILDING CODE OF AUSTRALIA (BCA) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECTURE PRIOR TO STARTING WORK - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION - FIRE INDEX OF MATERIALS, LINNINGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA - BUILDER TO ENSURE THAT NOMIATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS AND MATERIAL JUNCTIONS, USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR THROUGH FLOOR SLABS TO COMPLY WITH AS1530.4-1997 AND AS4072-1992. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTENDED FROM SLAB TO SLAB. - ALL HANDRAILS AND BALLUSTRADE SHALL BE MINIMUM 1000mm HIGH ABOVE LANDINGS AND MNIMUM 865mm HIGH ABOVE STAIR NOSINGS. SPACING BETWEEN BALLUSTRADE AND RISER SHALL BE A MAXIMUM OF 125mm AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16 - ALL WET AREA WATERPROOFING MEMBRANE USED ARE TO COMPLY WITH AS.4858. -ALL FLOORS TO ACHIEVE FRL 120/120/120.
132
575
577
TOP OF BUILDING 19.80
TOP OF BUILDING 13.27
1
SINGLE STOREY BUILDING ROLLA DOOR
3
TWO STOREY BUILDING
5
7
ROLLA DOOR
ROLLA DOOR
TOP 12.4 BTM 0.35 WINDOW
TOP 11.54 BTM 10.20 WINDOW
TWO STOREY BUILDING
TWO STOREY BULDING TOP OF BUILDING 16.07
SINGLE STOREY BUIDLING
579
TWO STOREY BUILDING
TOP OF BUILDING 12.86
THREE STOREY BUILDING
TOP OF BUILDING 14.74
136
9
TOP OF GUTTER 16.05
13
VERANDAH
TOP 12.71 BTM 4.3 WINDOW
SINGLE STOREY
15 TOP 15.59 BTM 13.59 TOP 12.32 BTM 10.71
FLOOR LEVEL 8.73 WINDOW
WINDOW
WINDOW
GALVANISED IRON FENCE TOP OF BUILDING 16.99
ROLLA DOOR
ROLLA DOOR CONC. CROSSING
CONC. CROSSING
FACE OF BUILDING KERB
WINDOW
BRICK FENCE
CONC. CROSSING CONC. CROSSING
EDGE OF BITUMEN
AMSTERDAM STREET 1a 1
2
3
4
5
6
8a SIGHTLINES 8 REQUIRED TRIANGLE
7
EDGE OF BITUMEN
7.90
8.08
89째 58' 30'' 14.44
A
DR 1
BRICK FENCE
G1 G
RL +9.45
TWO STOREY BRICK HOUSE
140
RIDGE 13.26
SINGLE STOREY BRICK HOUSE
142
142
BRICK FENCE
RIDGE 13.31
PALING FENCE
RIDGE 12.85
CARPORT
144
144
RIDGE 12.84
SINGLE STOREY WEATHERBOARD HOUSE
TOP 11.23
ROLLA DOOR
RL +8.75
8.01
269째 58' 30'' 9.56
GATE
30.17
PICKET FENCE
UP
..
BRIGHTON STREET
UP
..
140
CAR PARK
F
138
VERANDAH
E
SINGLE STOREY BRICK BUILDING
SINGLE STOREY BRICK HOUSE
VERANDAH
D
138
PICKET FENCE
1450
180째 11' 25.65
SINGLE STOREY BRICK BUIDLING
359째 51' 25.65
ROAD
PICKET FENCE PALING FENCE
TOP OF GUTTER 11.78
OPEN DRAIN
ROLLA DOOR WINDOW BTM 11.22 TOP 13.66
FLOOR LEVEL 9.66
FLOOR LEVEL 6.04
BALCONY
BRICK BUILDING CAR PARKING
BRICK BUILDING
146
146
TWO STOREY RENDERED BRICK HOUSE
TOP OF GUTTER 14.95 WINDOW BTM 11.22 TOP 13.66
WINDOW
WINDOW
WINDOW BTM 11.22 TOP 13.66
ROLLA DOOR
TOP OF BUILDING 15.86
587
CAR PARKING
CONC. PAVING
TOP OF BUILDING 15.10
TOP OF BUILDING 14.82
TOP OF BUILDING 15.11
WINDOW
WILLOW LANE
ASPHALT PAVING
TOP OF BUILDING 13.13
TOP OF GUTTER 14.99
TOP OF BUILDING 14.23
TOP OF GUTTER 14.98
PROPOSED NEW CAR ACCESS TO THE GOURND FLOOR CAR PARK
WINDOW
CHURCH STREET
OFFICE
VERANDAH
OFFICE LOBBY
VERANDAH
OFFICE
RIDGE 14.05
C
TOP OF BUILDING 12.88
FACE OF BLUESTONE KERB
PROPOSED NEW CAR ACCESS RAMP TO THE BASEMENT CAR PARK
1420
PETROL STATION CANOPY
25.43
RENDERED BRICK FENCE
B
587
2000
RL +8.45
GALV. IRON FENCE
581
2000
ROAD
A1
RL +8.70
148
BRICK BUILDING
19
23 150
RMIT UNIVERSITY
School of Design TAFE Advanced Diploma of Building Design (Architectural) This drawing remains the property of Rmit University and will not be copied or reproduced in any manner without prior written consent
NORTH
SITE PLAN
1 A3000 SCALE 1 : 200
FLOOR FINISH SCHEDULE
GENERAL NOTES
Door Schedule of Basement Type Mark B
TILE 1 : 600 X 600mm ANTI-SLIP FLOOR TILES FOR EXTERNAL WET AREA
TILE 2 : 200 X 200mm CERMAIC TILES FOR INTERNAL WET AREA
TILE 3 : 600 X 1200mm ANTI - SLIP FLOOR TILES FOR LOBBY AREA
Mark
Level
D01
BASEMENT
B D02 B D03 B D04 B D05 B D06 B D07 B D08 Grand total: 8
BASEMENT BASEMENT BASEMENT BASEMENT BASEMENT BASEMENT BASEMENT
Door Description
Width
Height
Thickness
Door - Single Glass - Push plate (AUS) Single - Steel Frame (AUS) Single - Steel Frame (AUS) Double - Flush (AUS) Double - Flush (AUS) Double - Flush (AUS) Single-Flush (AUS) Single-Flush (AUS)
1023
2150
1
Steel Frame
820 450 350 350 350 813 813
2040 2040 2040 2040 2040 2134 2134
1 1 1 1 1 1 1
Timber Frame Steel Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame
45 45 45 51 51
Count
Construction Type
1a
8a
1
2 8100
4
8100
5
8100
6
8100
7
2
8100
8100
8 6400
A3300
435
1 IN 20
5000
1 IN 8
2000
4025
A
3
1075
365
A1
- ALL WORK RO BECARRIED OUT IN A CCORDANCE WITH BUILDING CODE OF AUSTRALIA (BCA) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECTURE PRIOR TO STARTING WORK - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION - FIRE INDEX OF MATERIALS, LINNINGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA - BUILDER TO ENSURE THAT NOMIATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS AND MATERIAL JUNCTIONS, USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR THROUGH FLOOR SLABS TO COMPLY WITH AS1530.4-1997 AND AS4072-1992. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTENDED FROM SLAB TO SLAB. - ALL HANDRAILS AND BALLUSTRADE SHALL BE MINIMUM 1000mm HIGH ABOVE LANDINGS AND MNIMUM 865mm HIGH ABOVE STAIR NOSINGS. SPACING BETWEEN BALLUSTRADE AND RISER SHALL BE A MAXIMUM OF 125mm AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16 - ALL WET AREA WATERPROOFING MEMBRANE USED ARE TO COMPLY WITH AS.4858. -ALL FLOORS TO ACHIEVE FRL 120/120/120.
.. ..
14T
13T
12T
11T
10T
9T
8T
7T
6T
MAIN SWITHBOARD
D06 B
1
D05 B
D04 B
TAC
6
2T
1T
8
5
9
4
10
3
11
2
12
UP
43.1 m2
4900
4
1
TAC
13 14 15 16 17
BICYCLES
D02 B
6 7 8
900
14
13
12
11
10
9
2600
8
7
EA DUCT
EXHAUST DUCT
D03 B
D01 B
REFIG.
OA DUCT
6
5
4
3
2600
2
1
30
31
1
2000
5
3750
3T
1 IN 8
4650
LOBBY
3
1700
4T
TAC
7
2
D
5T
1 IN 5
C
5000
RAMP
3450
4900
B
A3200 A3300
2600
9 10
GBA 1126.1 m2
12
CAR PARK 47 SPACES
13
3850
RAMP 1 IN 20 6450
6460
11
E
D07 B TAC
1100
STORAGE
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
32
33
4900
4300
UP
4900
F
D08 B
2 A3200
G1
G
490
10.1 m2
RMIT UNIVERSITY
School of Design TAFE Advanced Diploma of Building Design (Architectural) This drawing remains the property of Rmit University and will not be copied or reproduced in any manner without prior written consent
NORTH
BASEMENT FLOOR PLAN
1 A3000 SCALE 1 : 100
GENERAL NOTES
Door Schedule of Ground Floor
G D01 G D02 G D04 G D05 G D06 G D07 G D08 G D09 G D10 G D11 G D12 G D13 G D14 G D15 G D16 G D17 G D18 G D19 G D20 G D21 G D22 Grand total: 21
1a 1
2
A1 A
8100
1075
365
3
5700 820 2400 2400 864 1830 1620 1628 1538 2343 1603 1603 915 830 762 820 450 1008 762 830 915
2500 2040 2083 2083 2134 3050 3000 3000 3010 2990 3000 3000 2032 2032 2032 2040 2040 2150 2032 2032 2032
76
D10 G
51 51 51 51
76 76 76 51 51 51
51 51 51
Steel Frame Timber Frame Steel Frame Steel Frame Timber Frame Steel Frame Steel Frame Steel Frame Steel Frame Steel Frame Steel Frame Steel Frame Timber Frame Timber Frame Timber Frame Timber Frame Steel Frame Steel Frame Timber Frame Timber Frame Timber Frame
8100
8100
D12 G
D13 G
8 6400
A3300
4025
1 IN 20
D11 G
OFFICE LOBBY
D22 G
OFFICE FIP
NLA 189.7 m2
..
D14 G
..
D01 G
OFFICE
FHR
NLA 127.9 m2
GBA 433.2 m2 D21 G
3450
435
D15 G
D20 G
D16 G 1000
C
RAMP
B
8a
7
2
- ALL WORK RO BECARRIED OUT IN A CCORDANCE WITH BUILDING CODE OF AUSTRALIA (BCA) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECTURE PRIOR TO STARTING WORK - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION - FIRE INDEX OF MATERIALS, LINNINGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA - BUILDER TO ENSURE THAT NOMIATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS AND MATERIAL JUNCTIONS, USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR THROUGH FLOOR SLABS TO COMPLY WITH AS1530.4-1997 AND AS4072-1992. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTENDED FROM SLAB TO SLAB. - ALL HANDRAILS AND BALLUSTRADE SHALL BE MINIMUM 1000mm HIGH ABOVE LANDINGS AND MNIMUM 865mm HIGH ABOVE STAIR NOSINGS. SPACING BETWEEN BALLUSTRADE AND RISER SHALL BE A MAXIMUM OF 125mm AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16 - ALL WET AREA WATERPROOFING MEMBRANE USED ARE TO COMPLY WITH AS.4858. -ALL FLOORS TO ACHIEVE FRL 120/120/120.
Construction Type
ENTRANCE
DP
DP
Count 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
6
8100
D09 G
FIRE SERVICE BOOSTER CUPBOARD
Overhead-Rolling Single - Steel Frame (AUS) Double-Flush Double-Flush Single-Flush (AUS) Double-Flush Door - Single Glass - Push plate (AUS) Door - Single Glass - Push plate (AUS) Door - Single Glass - Push plate (AUS) Curtain_Wall_Sliding_door_Double Curtain_Wall_Sliding_door_Double Curtain_Wall_Sliding_door_Double Single-Flush (AUS) Double-Flush Single-Flush (AUS) Single - Steel Frame (AUS) Single - Steel Frame (AUS) Door - Single Glass - Push plate (AUS) Single-Flush (AUS) Double-Flush Single-Flush (AUS)
5
8100
D08 G
Thickness
4
8100
D07 G
Height
5000
TILE 3 : 600 X 1200mm ANTI - SLIP FLOOR TILES FOR LOBBY AREA
Width
2000
TILE 2 : 200 X 200mm CERMAIC TILES FOR INTERNAL WET AREA
GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR GROUND FLOOR
Door Description
5000
TILE 1 : 600 X 600mm ANTI-SLIP FLOOR TILES FOR EXTERNAL WET AREA
Level
1 IN 8
FLOOR FINISH SCHEDULE
Mark
1 IN 5
Type Mark
1000
ELEC DUCT
TAC
TAC
9
11
8
12
7
13
6
14
5
15
4
16
3
17
2
18
1
D17TAC G
D
13
12
11
10
9
8
7
EA DUCT
EXHAUST DUCT
19 20
TAC
D18 G
D19 G
REFIG.
OA DUCT
6
5
4
3
2
1
22
23
24
25
26
27
1 A3200 A3300
3750
14
UP DN
1 IN 8
4650
10
GBA 846.1 m2
CAR PARK
E 3850
29 SPACES
UP
F
G
490
G1
D06 G
18
19
20
21
28
29
2 A3200
DP
TAC
17
6100 x 2400 GARAGE DOOR
ELECTRICITY SUBSTATION 6800L X 4700W X 2800H
PIT
4300
16
D03 G
D02 G
RMIT UNIVERSITY
1100 D05 G
D04 G
School of Design TAFE Advanced Diploma of Building Design (Architectural) This drawing remains the property of Rmit University and will not be copied or reproduced in any manner without prior written consent
NORTH
GROUND FLOOR PLAN
1 A3000 SCALE 1 : 100
GENERAL NOTES
Door Schedule of First Floor
FLOOR FINISH SCHEDULE
Type Mark
Mark
Level
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
42 45 46 47 D01 D02 D03 D04 D05 D06 D07 D08 D09 D10 D11 D12 D13 D14 D23 D24 D25 Grand total: 21
TILE 1 : 600 X 600mm ANTI-SLIP FLOOR TILES FOR EXTERNAL WET AREA
TILE 2 : 200 X 200mm CERMAIC TILES FOR INTERNAL WET AREA
TILE 3 : 600 X 1200mm ANTI - SLIP FLOOR TILES FOR LOBBY AREA
1a
FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR
Door Description
Width
Height
Thickness
Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single - Steel Frame (AUS) Internal_Door_-_openable_in_3D_13628 Single-Flush (AUS) Double - Flush (AUS) Double - Flush (AUS) Double - Flush (AUS) Double - Flush (AUS) Double - Flush (AUS) Double - Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS)
762 762 762 762 820 450 864 450 450 450 450 450 450 864 864 864 864 864 762 762 762
2032 2032 2032 2032 2040 1981 2134 2040 2040 2040 2040 2040 2040 2134 2134 2134 2134 2134 2032 2032 2032
51 51 51 51
Count 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
35 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51
Construction Type
- ALL WORK RO BECARRIED OUT IN A CCORDANCE WITH BUILDING CODE OF AUSTRALIA (BCA) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS - CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECTURE PRIOR TO STARTING WORK - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION - FIRE INDEX OF MATERIALS, LINNINGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA - BUILDER TO ENSURE THAT NOMIATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS AND MATERIAL JUNCTIONS, USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR THROUGH FLOOR SLABS TO COMPLY WITH AS1530.4-1997 AND AS4072-1992. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTENDED FROM SLAB TO SLAB. - ALL HANDRAILS AND BALLUSTRADE SHALL BE MINIMUM 1000mm HIGH ABOVE LANDINGS AND MNIMUM 865mm HIGH ABOVE STAIR NOSINGS. SPACING BETWEEN BALLUSTRADE AND RISER SHALL BE A MAXIMUM OF 125mm AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16 - ALL WET AREA WATERPROOFING MEMBRANE USED ARE TO COMPLY WITH AS.4858. -ALL FLOORS TO ACHIEVE FRL 120/120/120.
Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame
8a 55800
2500
200
2500
200
2500
200
2500
200
2500
200
2500
200
2500
200
2500
200
2450
300
DP
DP
1150
1045 1075
200
150 110
2500
640
200
150 160
2500
435
590
200
6400
540 150 210
2500
490 150 260
200
440 150 310
2450
8
8100
390 150 360
300
340 150 410
1800
290 150 460
600
150 560
300
7
A3300
8100
190
600
610
6600
660
600
90 150
300
710
600
2
6
8100
40 150
A
6600
5
8100
750
A1
600
8100
1075
300150
8100
4
150
365
3
240 150 510
2
140 150
1
DP
4025
.. ..
150
2375
150
2625
150
2410
150
TAC
13500
3390
2755
150
909090
2625
4465
90
3290
2720
90
9090
C
OFFICE
7085
150
1015
4455
3450
B
TAC
11
8
12
7
13
LOBBY
6
14
5
15
121.2 m2
4
16
3
17
2
18
1
19
1
D05 1
1510
D03 1
D10 1
KITCHEN D04 1
90
90
COMMS
90
2700
90
3060
90
3850
3415
1260
90
2650
90
2565
90
D07 1
90
D08 1
A3200
610
D09 1
DP
140 OA DUCT
90 430 140
D06 1
610
REFIG.
EXHAUST DUCT
SWITCHBOARD 90
20 TAC
600
90 90
1260
EA DUCT
D11 1
600 x 600mm CERAMIC FLOOR TILES FINISH
E
TAC
D02 1
WC&SH DIS
2210
2210
D01 1
D14 1
D12 1
3750
90
1270
90
D
600 x 600mm CERAMIC FLOOR TILES FINISH
UP
150
1770
D13 1
930
90
CLEANER
2750
WC FEMALE
9
180
WC MALE 90
4650
3530
2700
10
90
9970
GBA 1393.2 m2 NLA 1235.6 m2 DP
4300
F
2 A3200
DP
DP
UNIVERSITY
DP
490
G1
G
RMIT School of Design TAFE
65 150 1400
6100
1500
6600
1500
6600
1500
6560
1500
6600
1500
6600
1500
2700
3290
Advanced Diploma of Building Design (Architectural) This drawing remains the property of Rmit University and will not be copied or reproduced in any manner without prior written consent
NORTH
FIRST FLOOR PLAN
1 A3000 SCALE 1 : 100
FLOOR FINISH SCHEDULE
Type Mark
Mark
2 2 2 2
TILE 2 : 200 X 200mm CERMAIC TILES FOR INTERNAL WET AREA
TILE 3 : 600 X 1200mm ANTI - SLIP FLOOR TILES FOR LOBBY AREA
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
1a
SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR
Door Description
Width
Height
Thickness
Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single - Steel Frame (AUS) Single-Flush (AUS) Internal_Door_-_openable_in_3D_13628 Single-Flush (AUS) Double - Flush (AUS) Double - Flush (AUS) Double - Flush (AUS) Double - Flush (AUS) Double - Flush (AUS) Double - Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) Single-Flush (AUS) CURTAIN_WALL_SLIDING_DOOR_PANEL_1 5587
762 762 762 762 762 762 820 762 450 864 450 450 450 450 450 450 864 864 864 864 864 4009
2032 2032 2032 2032 2032 2032 2040 2032 1981 2134 2040 2040 2040 2040 2040 2040 2134 2134 2134 2134 2134 2268
51 51 51 51 51 51
Count 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
51 35 51 51 51 51 51 51 51 51 51 51 51 51
2
3
8465
Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame Timber Frame
8a
2700
8100
2700
2700
8100
2700
2700
2
6
8100
8100
2550
A3300
7
8100
8 6400
35400
435
1285
1075
2700
5
4
- ALL WORK RO BECARRIED OUT IN A CCORDANCE WITH BUILDING CODE OF AUSTRALIA (BCA) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECTURE PRIOR TO STARTING WORK - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION - FIRE INDEX OF MATERIALS, LINNINGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA - BUILDER TO ENSURE THAT NOMIATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS AND MATERIAL JUNCTIONS, USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR THROUGH FLOOR SLABS TO COMPLY WITH AS1530.4-1997 AND AS4072-1992. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTENDED FROM SLAB TO SLAB. - ALL HANDRAILS AND BALLUSTRADE SHALL BE MINIMUM 1000mm HIGH ABOVE LANDINGS AND MNIMUM 865mm HIGH ABOVE STAIR NOSINGS. SPACING BETWEEN BALLUSTRADE AND RISER SHALL BE A MAXIMUM OF 125mm AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16 - ALL WET AREA WATERPROOFING MEMBRANE USED ARE TO COMPLY WITH AS.4858. -ALL FLOORS TO ACHIEVE FRL 120/120/120.
Construction Type
Grand total: 22
1
A1
Level
12 13 15 16 17 18 64 D D02 D03 D04 D05 D06 D07 D08 D09 D10 D11 D12 D13 D14 D16
TILE 1 : 600 X 600mm ANTI-SLIP FLOOR TILES FOR EXTERNAL WET AREA
365
GENERAL NOTES
Door Schedule of 2nd Floor
A
..
4025
.. 3135
B 3450
OFFICE 1015
7085
90
C
1755
1535
2730
90 90 90
1535
1855
150
2605
2375
150
2765
2625
150
2410
150
90
9090
TAC
TAC
17
2
18
600
8400
1 A3200
140
140
D02 2
REFIG.
150
610
16590
20
OA DUCT
D03 2
2733
963
864
137 90 137
19
TAC
D02 2 600
180 963
1510
WC&SH DIS
KITCHEN
90
3060
D04 2 COMMS 90
1260
108
D09 D08 D07 2 2 2 SWITCHBOARD
90
2610
FHR D05 2
D06 2 9075
90 430 140
D11 2
EXHAUST DUCT
4660
16
3
90
1260
2210
2300
15
4
DN
121.2 m2
EA DUCT
D12 2
9090
14
5
541
D14 2
D10 2
E
13
6
600
90
200 x 200mm CERAMIC FLOOR TILES FINISH FOR INTERNAL WET AREA
90
1260
4660
1780
D13 2
12
7
600 X 1200MM ANTI-SLIP FLOOR TILES FINISH
3750
90
1450
100
D
18
CLEANER
930
90
WC MALE
LOBBY
11
8
600
91
WC FEMALE
9
150
900
4650
4650
3530
900
2689
10
90
2650
90
2565
90
12775 4685
2705
2630
2765
3850
3415
GBA 1073.9 m2
4300
F
2
G1
400
G
490
A3200
Advanced Diploma of Building Design (Architectural)
DP
6100
1500
UNIVERSITY
School of Design TAFE
SKIRT CAPPING
65 1550
RMIT
6600
33150
360
6475
This drawing remains the property of Rmit University and will not be copied or reproduced in any manner without prior written consent
NORTH
SECOND FLOOR PLAN
1 A3000 SCALE 1 : 100
GENERAL NOTES
1a
- ALL WORK RO BECARRIED OUT IN A CCORDANCE WITH BUILDING CODE OF AUSTRALIA (BCA) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECTURE PRIOR TO STARTING WORK - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION - FIRE INDEX OF MATERIALS, LINNINGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA - BUILDER TO ENSURE THAT NOMIATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS AND MATERIAL JUNCTIONS, USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR THROUGH FLOOR SLABS TO COMPLY WITH AS1530.4-1997 AND AS4072-1992. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTENDED FROM SLAB TO SLAB. - ALL HANDRAILS AND BALLUSTRADE SHALL BE MINIMUM 1000mm HIGH ABOVE LANDINGS AND MNIMUM 865mm HIGH ABOVE STAIR NOSINGS. SPACING BETWEEN BALLUSTRADE AND RISER SHALL BE A MAXIMUM OF 125mm AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16 - ALL WET AREA WATERPROOFING MEMBRANE USED ARE TO COMPLY WITH AS.4858. -ALL FLOORS TO ACHIEVE FRL 120/120/120.
8a
1
2
3
4
5
6
7
8
2 A3300
A1 1350
ALUMINIUM CANOPY
16200
1350
16200
400
C 1200mm HEIGHT SCREEN TO SERVICE ENCLOSURE
D
2° FALL
8400
2° FALL
TANKED CONCRETE ROOF WITH 1:80 FALLS TO SPOON DRAINS & FLOOR WASTES DETAIL REFER ENGINEER'S DRAWING
LIFT ROOF
0.48 ZA RIDGE CAPPING EA EXHAUST DUCT DUCT
0.60 ZA TRAY DECK ROOF SHEETING @ 2° PITCH
0.60 ZA TRAY DECK ROOF SHEETING @ 2° PITCH
REFIG.
5086
FLAT ROOF / TERRACE ARA BELOW
13240 DP & SUMP
3110
DP & SUMP
2° FALL
B
DP & SUMP
6100
DP & SUMP
DP & SUMP
A
.. ..
1 A3200
2° FALL
OA DUCT
PLANT / SERVICE AREA GBA 136.1 m2
8150
F
2° FALL
DP & SUMP
2° FALL
DP & SUMP
E
2 A3200 DP & SUMP
G1
DP & SUMP
DP & SUMP
G
RMIT UNIVERSITY
School of Design TAFE Advanced Diploma of Building Design (Architectural) This drawing remains the property of Rmit University and will not be copied or reproduced in any manner without prior written consent
ROOF PLAN
1 A3000 SCALE 1 : 100
NORTH
8a8
7
- ALL WORK RO BECARRIED OUT IN A CCORDANCE WITH BUILDING CODE OF AUSTRALIA (BCA) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECTURE PRIOR TO STARTING WORK - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION - FIRE INDEX OF MATERIALS, LINNINGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA - BUILDER TO ENSURE THAT NOMIATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS AND MATERIAL JUNCTIONS, USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR THROUGH FLOOR SLABS TO COMPLY WITH AS1530.4-1997 AND AS4072-1992. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTENDED FROM SLAB TO SLAB. - ALL HANDRAILS AND BALLUSTRADE SHALL BE MINIMUM 1000mm HIGH ABOVE LANDINGS AND MNIMUM 865mm HIGH ABOVE STAIR NOSINGS. SPACING BETWEEN BALLUSTRADE AND RISER SHALL BE A MAXIMUM OF 125mm AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16 - ALL WET AREA WATERPROOFING MEMBRANE USED ARE TO COMPLY WITH AS.4858. -ALL FLOORS TO ACHIEVE FRL 120/120/120.
1a 1 6
2 A3300
5
ALUCOBOND ALUMINIUM CLADDING AND FLSHING
1200mm HEIGHT ALUMINIUM LOUVRE SCREENS TO PLANT PLATFORM.
4
3
2 TOP ROOF
0.60 ZA TRAY DECK ROOFING @ 2° PITCH
300
ALUCOBOND SHADE CANOPY IN PAINTED STEEL FRAME
RL +19.450 RL +16.950
11100 ROOF EAVE 10800
2600
COLOUR BACKED SPANDREL GLAZING CLEAR GLAZING IN ALUMINIUM FRAME
1000 1000
1700mm HEIGHT TRANSLUCENT GLASS PRIVACY SCREEN
SECOND FLOOR
CLEAR GLAZING IN ALUMINIUM FRAME
RL +15.850
7200
RENDER COLOURED GLAZING COLOUR BACKED SPANDREL GLAZING
2600
CLEAR GLAZING IN ALUMINIUM FRAME
500
RL +12.250 FIRST
FLOOR 3600
3100
BASEMENT CAR PARK ENTRY D13 G
D01 G
D11 G
D12 G
D10 G
D09 G
D07 G
D08 G
GROUND RL +8.650
FLOOR 0
3300W x 3100H ALUMINIUM LOURVE SUN SCREENS
BASEMENT -2800
..
1
NORTH ELEVATION
..
SCALE 1 : 100
7
1a
88a
1 2
3
1200mm HEIGHT ALUMINIUM LOUVRE SCREENS TO PLANT PLATFORM.
4
5
6 ALUCOBOND ALUMINIUM CLADDING AND FLSHING
1350 350 600 600
TOP ROOF RL +19.450 RL +16.950
11100 ROOF EAVE
1M HEIGHT BALUSTRADING GLASS PANELS WITH ALUMINIUM POSTS & TOP CHANNEL
D16 2
12MM GLAZING TRANSLUCENT GLASS PRIVACY SCREEN 1000
1550
1650 500 500 1000 3050
3600
ALUCOBOND SHADE CANOPY IN PAINTED STEEL FRAME
10800
RL +15.850
SECOND FLOOR
ALUMINIUM LOUVERED VENTILATION GRILLS OVER DOORS
D06 G
D05 G
1500
2300
7200
1500
3600
3600
300
0.60 ZA TRAY DECK ROOFING @ 2° PITCH
D04 G
RL +12.250
3600
D02 G 1200mm HEIGHT PRECAST CONC. PANEL WITH PAINTED FINISH
FIRE EXIT
SUBSTATION
FIRST FLOOR
GROUND FLOOR CAR PARK ENTRANCE
SCREEN STEEL BATTEN SCREEN WITH PAINTED FINISH
RL +8.650
GROUND FLOOR 0
2800
UNIVERSITY
BASEMENT -2800
2
RMIT
SOUTH ELEVATION SCALE 1 : 100
School of Design TAFE Advanced Diploma of Building Design (Architectural) This drawing remains the property of Rmit University and will not be copied or reproduced in any manner without prior written consent
1a 1
- ALL WORK RO BECARRIED OUT IN A CCORDANCE WITH BUILDING CODE OF AUSTRALIA (BCA) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECTURE PRIOR TO STARTING WORK - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION - FIRE INDEX OF MATERIALS, LINNINGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA - BUILDER TO ENSURE THAT NOMIATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS AND MATERIAL JUNCTIONS, USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR THROUGH FLOOR SLABS TO COMPLY WITH AS1530.4-1997 AND AS4072-1992. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTENDED FROM SLAB TO SLAB. - ALL HANDRAILS AND BALLUSTRADE SHALL BE MINIMUM 1000mm HIGH ABOVE LANDINGS AND MNIMUM 865mm HIGH ABOVE STAIR NOSINGS. SPACING BETWEEN BALLUSTRADE AND RISER SHALL BE A MAXIMUM OF 125mm AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16 - ALL WET AREA WATERPROOFING MEMBRANE USED ARE TO COMPLY WITH AS.4858. -ALL FLOORS TO ACHIEVE FRL 120/120/120.
8a 2
3
4
5
6
2
7
8
A3300
TOP ROOF 0.48 ZA BARGE CAPPING ON PACKER
75 x 75 x 8 EA WELD RAKER BOLT TO RAFTER WITH 1-M16 BOLT@ 2500 MAX. CTRS
600W x 150D BOX GUTTER
0.60 ZA TRAY DECK ROOFING @ 2° PITCH
125 x 75 x 8 UA RAFTER
C200-19 PURLINS @ 1200 MAX. CTRS
11100 ROOF EAVE
ALUCOBOND PARAPET SARKING AND INSULATION ALUCOBOND FLAT STICK PANEL CLADDING ALUMINIUM SUNSHADE CANOPY
10800
90 x 35 F5 PINE TOP PLATE
MALE TOILETS
OFFICE
CLEANER 95 X 35 F5 PINE NOGINGS
90 x 45 F5 PINE DOUBLE DOOR HEADER
4500
250UB26 RB FIXED TO SHS WITH 10THK ANGLE PLATE
FEMALE TOILETS
RONDO SUSPENDED CEILING SYSTEM THERMAL INSULATION R2
LOBBY
10MM PLASTERBOARD CEILING LINING
12MM GLAZING TRANSLUCENT GLASS PRIVACY SCREEN
125 x 125 x 6 S.H.S COLUMN
600 X 600MM CERAMIC TILES FINISH
STAINLESS STEEL FLOOR WASTE DRAIN WITH 90MM PVC DOWNPIPE
SECOND FLOOR
CARPET FLOOR FINISH
90 x 35 F5 PINE BOTTOM PLATE
1 IN 60 GRADE
1 IN 60 GRADE
7200
MALE TOILETS
OFFICE
200 X 200mm CERAMIC TILE WALL LINING FOR INTERNAL WET AREA
CLEANER
RONDO SUSPENDED CEILING SYSTEM 10MM PLASTERBOARD CEILING LINING
FEMALE TOILETS
LIFTS
LOBBY
OFFICE 600L X 300W CONC. COLUMN
150mm RC CONC. SLAB ON 450D X 2400W BAND BEAM WITH CARPET FINISH
1 FIRST FLOOR
150MM RC CONC. SLAB ON 450 X 2400MM BAND BEAM CARPET FLOOR FINISH FOR INTERNAL OFFICE AREA
A3300
3600 150MM PC CONC. PANEL
GROUND FLOOR CAR PARK
LOBBY
150MM PRECAST CONC. PANEL
150MM PC CONC. PANEL
RAMP 1 IN 20
CC3
10mm ABLEFLEX
450D X 1200W BAND BEAM ALONG EDGE OF 150MM RC CONC. SLAB
GROUND FLOOR
RL +8.650
0
E.S.L 125mm R.C. SLAB ON 50MM COMPACKED SAND BED WITH 0.2 WATERPROOF MEMBRANE ON 75MM CRUSHED ROCK
450DIA BORED PIER 1000mm MIN. DEEP INTO ROCK NYLEX COREDRAIN WITH ASSOCIATED STRIP DRAIN ALONG BOTTOM
CC1 NO FINE CONC.
BASEMENT CAR PARK
RAMP 1 IN 20
WEEP HOLES IN SPRAYED CONC. WALL
SPOON DRAIN GRADED TO SWD PIT.
CC1
1 IN 8 RAMP NYLEX COREDRAIN SYSTEM WITH STRIP DRAIN ALONG BOTTOM CONNECT TO SWD
SPOON DRAIN GRADED TO SWD PIT
SF1
PF3 PF7
-2800
PF7
1600
PF7
BASEMENT
PF7
Section A - A
..
1 A2200 SCALE 1 : 100
..
7
1a
88a
1 2
3
4
5
6 TOP ROOF ROOF EAVE 11100 10800
LOBBY
TERRACE
OFFICE
1700
OFFICE
SECOND FLOOR 7200
OFFICE
LOBBY
OFFICE FIRST FLOOR 3600
STAIR
SUB STATION
GOURND FLOOR CAR PARK RAMP 1 IN 20 GROUND FLOOR 0
PIT STORE
BASEMENT CAR PARK
RAMP 1 IN 20 BASEMENT -2800
RMIT UNIVERSITY
School of Design TAFE Advanced Diploma of Building Design (Architectural) This drawing remains the property of Rmit University and will not be copied or reproduced in any manner without prior written consent
Section B - B
2 A2200 SCALE 1 : 100
GENERAL NOTES
A1 7
B
8 8a
A
SARKING AND INSULATION 0.60 ZA TRAY DECK ROOFING @ 2° PITCH C200-19 PURLINS
ALUCOBOND PARAPET
TOP ROOF ROOF 11100 EAVE
ALUCOBOND FLAT STICK PANEL CLADDING ALUMINIUM SUNSHADE CANOPY
10800 210UB RB FIXED TO SHS WITH 10THK ANGLE PLATE
RONDO SUSPENSION ROD 121 FIXED TO PURLINS WITH SUSPENSION HANGER 534 @ 450 MAX. CTRS
0.48 LYSAGHT ZA TRIMDECK ROOFING
C200-19 PURLIN @1200 MAX. CTRS BOLT TO 8mm CLEAT WITH 2-M12 BOLTS
600W x 150D ZA BOX GUTTER ON 0.48 ZA SPANDECK
BRADFORD R2.0 FOIL INSULATION
ALUCOBOND CAPPING PANEL
TOP ROOF ROOF 11100 EAVE 10800
75 x 75 x 8 EA @1200 CTRS
1
200 PFC DOOR HEADER BEAM 75 x 125 x 10 ANGLE WITH 3-M20 BOLTS
A4002 RONDO SUSPENSION ROD 121 FIXED TO PURLINS WITH SUSPENSION HANGER 534 @450 MAX. CTRS 10mm PLASTERBOARD CEILING LINING
RONDO FURRING CHANNEL 129 FIXED TO TOP CORSS RAIL 127 DETAILS REFER TO MANUFACTURE
2 125 x 125 x 6 S.H.S COLUMN
600 X 600MM CERAMIC TILES FINISH
CARPET FLOOR FINISH
A4002
1 IN 60 GRADE
4mm ALUCOBOND PANEL CLADDING
OFFICE STAINLESS STEEL FLOOR WASTE DRAIN WITH 90MM PVC DOWNPIPE
12MM GLAZING TRANSLUCENT GLASS PRIVACY SCREEN
TERRACE
TOP HATS
3
C20019 STEEL FRAME
A4002
CARPET FLOOR FINISH FOROFFICE AREA
SECOND FLOOR
1 IN 60 GRADE
CAPRAL ALUMINIUM FIXED WINDOW WITH SECOND SUB SILL
1 IN 60 GRADE
FLOOR
7200
7200
RONDO FURRING WALL TRACK 142
RONDO FURRING CHANNEL 129 FIXED TO TOP CROSS RAIL 127
10MM PLASTERBOARD CEILING LINING THERMAL INSULATION R2 CC3
RONDO P06 SHADOWLINE CASING BEAD
- ALL WORK RO BECARRIED OUT IN A CCORDANCE WITH BUILDING CODE OF AUSTRALIA (BCA) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECTURE PRIOR TO STARTING WORK - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION - FIRE INDEX OF MATERIALS, LINNINGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA - BUILDER TO ENSURE THAT NOMIATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS AND MATERIAL JUNCTIONS, USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR THROUGH FLOOR SLABS TO COMPLY WITH AS1530.4-1997 AND AS4072-1992. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTENDED FROM SLAB TO SLAB. - ALL HANDRAILS AND BALLUSTRADE SHALL BE MINIMUM 1000mm HIGH ABOVE LANDINGS AND MNIMUM 865mm HIGH ABOVE STAIR NOSINGS. SPACING BETWEEN BALLUSTRADE AND RISER SHALL BE A MAXIMUM OF 125mm AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16 - ALL WET AREA WATERPROOFING MEMBRANE USED ARE TO COMPLY WITH AS.4858. -ALL FLOORS TO ACHIEVE FRL 120/120/120.
CC3
OFFICE
CC3
600L X 300W CONC. COLUMN
CC1 ..
150MM RC CONC. SLAB ON 450 X 2400MM BAND BEAM CARPET FLOOR FINISH FOR INTERNAL OFFICE AREA
150mm CONC. SLAB ON 450D x 2400W BAND BEAM
FIRST FLOOR
3mm ALUMINIUM BENT PLATE FIXED TO TOP HAT SECTION WITH FIRST ALUMINIUM CLIP
RONDO SUSPENSION HANGER 547 FIXED TO CONC. SLAB
3600 C300-24 STEEL FRAME FIXED TO CONC SLAB WITH 2-M12 TRUBOLTS
CC1
10MM PLASTERBOARD CEILING LINING
1000mm HEIGHT 90 x 35 TIMBER STUD WALL
OFFICE
10mm PLASTERBOARD
150MM PC CONC. PANEL
150mm CONC. SLAB ON 50mm SAND BED AND 75mm CRUSHED ROCK
AMSTERDAM STREET GROUND FLOOR
GROUND FLOOR
RL +8.650
0
150 THK R.C. SLAB REFER TO ENGINEER DRAWING
SPOON DRAIN GRADED TO SWD PIT.
CC1
180MM PC CONC. PANEL 1 IN 8 RAMP
150mm CONC SLAB ON 50mm SAND BED WITH 0.2mm POLYTHENE MEMBRANE UNDER
NO FINE CONC.
SF1 PF3
0
450D x 1200W BAND BEAM
E.S.L
50mm SAND BED WITH 0.2 WATERPROOF MEMBRANE UNDER 75mm CRUSHED ROCK
FLOOR 3600
RONDO SUSPENDED CEILING SYSTEM
450 X 1200 BAND BEAM ALONG EDGE OF 150MM RC CONC. SLAB
..
NYLEX COREDRAIN SYSTEM WITH STRIP DRAIN ALONG BOTTOM CONNECT TO SWD
CC3 PF2
BASEMENT
PF7 PF1
SF1
-2800
BP1
BASEMENT -2800
RMIT UNIVERSITY
Detail Section - EAST BOUNDARY
1 A2200 SCALE 1 : 50
Detail Section - NORTH BOUNDARY
2 A2200 SCALE 1 : 50
School of Design TAFE Advanced Diploma of Building Design (Architectural) This drawing remains the property of Rmit University and will not be copied or reproduced in any manner without prior written consent
7 C30024 STEEL FRAME
TOP HATS
ALUCOBOND CLADDING PANEL ROOF EAVE
TOP HATS
LOW MODULUS SEALANT OVERFOAM BACKING ROD
10800
ALUCOBOND BACKING STRAP
CAPRAL ALUMINIUM FIXED WINDOW FRAME SILICON SEAL OVER FOAM BACKING ROD
SILICON SEAL ALUMINIUM SUNSHADE CANOPY FIXED TO CLADDING PANEL WITH 6THK ANGLE PLATE
R2.0 THERMAT BATT INSULATION SETTING BLOCK CAPRAL ALUMINIUM WINDOW FRAME HEAD
4mm ALUCOBOND CLADDING PANEL
6MM GLAZING
125 X125 X 6 SHS STEEL COLUMN
R0.5 BREATHABLE SARKING
20 x 20 x 1.6 ALUMINIUM ANGLE FIXED TO WINDOW FRAME WITH 10 TEK SCREWS @450 CTRS
RONDO FURRING WALL TRACK 142
.. ..
CAPRAL ALUMINIUM WINDOW TRANSOM MULLION
RONDO P06 SHADOWLINE CASING BEAD
WINDOW JAMB DETAIL
3
SCALE 1 : 5
10MM PLASTERBOARD CEILING LINING
1
WINDOW HEAD DETAIL SCALE 1 : 5
90 x 35 F5 PINE STUD @600 CTRS
FLETCHER PINK PARTITION 168 INSULATION
ARDEX ABAPOXY GROUT 200 X 200mm CERAMIC TILES FINISH ARDEX ABAFLEX FLEXIBLE TILE ADHESIVE
10mm PLASTERBOARD INTERNAL LINING
CAPRAL ALUMINIUM WINDOW WITH 6MM GLAZING ON 10MM PACKER
6mm JAMES HARDIE VILLABOARD LINING
0.2 WATERPROOF MEMBRANE
90 x 35 F5 PINE BOTTOM PLATE ALUMINIUM WINDOW SUB SILL WITH SILICON SEAL OVER FOAM BACKING ROD
150MM R.C. SLAB WITH 50MM MIN. RESIST
STAINLESS STEEL FLOOR DRAIN 1 IN 60 GRADE
600 X 600MM CERAMIS TILES FLOOR FINISH
15mm MIN. SCREED MORTAR BED 1 IN 80 GRADE
SECOND FLOOR 7200
CARPET FLOOR FINISH
50MM MIN. SCREED INFILL WITH 0.2 WATERPROOF MEMBRANE UNDER
RMIT UNIVERSITY
SECOND FLOOR
School of Design TAFE
7200
Advanced Diploma of Building Design (Architectural)
BOND BREAKER TAPE OVER FOAM BACKING ROD ALONG ALL JOINTS
2
WINDOW SILL DETAIL SCALE 1 : 5
4
INTERNAL WET AREA DETAIL SCALE 1 : 5
DRAINAGE FLANGE 90DIA DRAINAGE PIPE
This drawing remains the property of Rmit University and will not be copied or reproduced in any manner without prior written consent
7
BREATHABLE SARKING AND THERMAL INSULATION R3 0.60 ZA TRAY DECK ROOFING @ 2° PITCH
8
600W x 150D ZA BOX GUTTER ON 0.48 ZA SPANDECK AND BRACKET ALUCOBOND PARAPET ON PACKER
TOP ROOF 11100
ALUCOBOND FLAT STICK PARAPET TOP HATS ALUMINIUM SUNSHADE CANOPY FIXED TO CLADDING PANEL WITH 6THK ANGLE PLATE
C200-19 PURLIN @1200 CTRS MAX BOLTED TO 8mm MS CLEAT PLATE WITH 2 M12 BOLTS RONDO SUSPENSION ROD 121 FIXED TO PURLINS WITH SUSPENSION HANGER 534 @ 450 MAX. CTRS
ROOF EAVE 10800
310UB40 RAKER BEAM FIXED TO SHS WITH 10THK ANGLE PLATE AND 2-M20 BOLTS
10MM PLASTERBOARD CEILING LINING
8a
- ALL WORK RO BECARRIED OUT IN A CCORDANCE WITH BUILDING CODE OF AUSTRALIA (BCA) AND AUTHORITY REQUIREMENTS. - THE FOLLOWING NOTES SHALL BE READ IN CONJUNCTION WITH ALL THE ARCHITECTURAL, STRUCTURAL AND SERVICES DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATING TO THIS PROJECT. - DO NOT SCALE OFF DRAWINGS CONFIRM ALL NON-DIMENSIONED ITEMS WITH THE ARCHITECTURE PRIOR TO STARTING WORK - ALL MATERIALS AND FITTINGS TO BE FIXED IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION - FIRE INDEX OF MATERIALS, LINNINGS AND SURFACE FINISHES TO COMPLY WITH C1.10 OF THE BCA - BUILDER TO ENSURE THAT NOMIATED FIRE RATED CONSTRUCTION IS MAINTAINED AT ALL SERVICE PENETRATIONS AND MATERIAL JUNCTIONS, USE FIRE-COLLARS WHERE SERVICE PENETRATIONS OCCUR THROUGH FLOOR SLABS TO COMPLY WITH AS1530.4-1997 AND AS4072-1992. - CONSTRUCTION JOINTS TO BE FILLED WITH FIRE RATED MASTIC. - UNLESS OTHERWISE NOTED WALL TYPES EXTENDED FROM SLAB TO SLAB. - ALL HANDRAILS AND BALLUSTRADE SHALL BE MINIMUM 1000mm HIGH ABOVE LANDINGS AND MNIMUM 865mm HIGH ABOVE STAIR NOSINGS. SPACING BETWEEN BALLUSTRADE AND RISER SHALL BE A MAXIMUM OF 125mm AND TO COMPLY WITH BCA PART 3.9.2 AND D2.16 - ALL WET AREA WATERPROOFING MEMBRANE USED ARE TO COMPLY WITH AS.4858. -ALL FLOORS TO ACHIEVE FRL 120/120/120.
RONDO FURRING CHANNEL 129 FIXED TO TOP CORSS RAIL 127 DETAILS REFER TO MANUFACTURE
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THERMAL INSULATION R2 10MM PLASTERBOARD CEILING LINING CAPRAL ALUMINIUM FIXED WINDOW WITH SUB SILL ON 20MM PACKER 125 x 125 x 6 S.H.S STEEL COLUMN CARPET FLOOR FINISH 150MM CONC. SLAB WITH 50MM MIN. RESIST ON 450 X 2400 BAND BEAM
600X 600MM CERMATIC TILES FINISH FOR EXTERNAL WET AREA ON 15MM MIN. MORTAR BED WITH 0.2 WATERPROOF MEMBRANE UNDER 1 IN 60 GRADE
12MM GLAZING TRANSLUCENT GLASS PRIVACY SCREEN STAINLESS STEEL FLOOR WASTE DRAIN WITH 90MM PVC DOWNPIPE 600 X 600MM CERAMIC TILES FINISH
0.48 ALUMINIUM PARAPET CAPPING ON ANGLE PACKER 450 X 1200 BAND BEAM ALONG EDGE OF 150MM CONC. SLAB
1 IN 60 GRADE SECOND FLOOR 7200
RMIT UNIVERSITY
School of Design TAFE Advanced Diploma of Building Design (Architectural) This drawing remains the property of Rmit University and will not be copied or reproduced in any manner without prior written consent
Section - BALCONY DETAIL
1 A3300 SCALE 1 : 10