Work Contents
Woolooware Bay Stage 4 Crows Nest Station Wick Park 82 Elonera Rd, Noble Park North 2/11 Essex Rd, Surry Hills
Project: Woolooware Bay - Stage 4
Regulated Design Record Project Address:
455-461 Captain Cook Drive, Woolooware, NSW
NOTE:
Project Title: Woolooware Bay Town Centre Consent No: DA:18/1448
Body Corporate Reg No: NA
Drawing Title: Balustrade Type 14A Details Drawing No: VOM-BAL14A-01 Rev
Date dd.mm.yy
Description
DP Full Name
1
19/06/2023
For Construction
Mohanad Noaman DEP0000672
Reg No
R Y P
CO
Ø40X3 ALUM. TUBE HANDRAIL WELDED TO ALU BRACKET
20X20X1.6 ALUM. FRESH GOLD GLASS CAPPING CAULKING AND 3M TAPE 10MM THK. ALUM. PLATE BRACKET FIXED TO ALUM. POST
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12/07/2023 ISSUED FOR CONSTRUCTION 19/06/2023 ISSUED FOR CONSTRUCTION 05/05/2023 ISSUED FOR APPROVAL 24/04/2023 DIP DRAWINGS
REV.
DATE
AMENDMENT
Status
FOR CONSTRUCTION © Copyright 2021 VO GROUP AUSTRALIA The information and concepts contained in this drawing are confidential Reproduction of all or part of this document constitutes an infringement of copyright. The recipients of this drawing are prohibited from reproducing or disclosing the contents of this document without the prior consent of VO Group Australia
ARCHITECTS
BAL TYPE 14 Elevation
CLIENT
R=10
5MM CLEAR+1.52PVB+5MM CLEAR TOUGHENED LAMINATED GLASS (POLISHED EDGE)
PROJECT NAME
SS 2M10 CSK bolt Woolooware Bay Town Centre
12MM THK. ALUM. PLATE POST (@1000mm C/C Max.)
DRAWING TITLE
16MM THK. STEEL SPIGOT BY OTHERS PLASTIC ISOLATION
OUTSIDE M12 S.S. BOLT & NUTS (2 NOS.)
12MM THK. ALUM. PLATE POST (@1000mm C/C Max.)
OUTSIDE
12MM THK. ALUM. PLATE POST (@1000mm C/C Max.)
OUTSIDE
PLASTIC ISOLATION
16MM THK. STEEL SPIGOT BY OTHERS 32X32X3 ALU. GLAZING CHANNEL
PLASTIC BOLT TUBE ISOLATION DRAWING NO.
16MM THK. STEEL SPIGOT BY OTHERS
PLASTIC BOLT TUBE ISOLATION STITCH WELD (WELD 200,GAP 200)
3MM THK. ALUM. PLATE (STITCH WELD)
5MM CLEAR+1.52PVB+5MM CLEAR TOUGHENED LAMINATED GLASS (POLISHED EDGE)
F.F.L. STITCH WELD (WELD 200,GAP 200)
32X32X3 ALUM. GLAZING CHANNEL
10MM THK. ALUM. PLATE BRACKET FIXED TO ALUM. POST
5MM CLEAR+1.52PVB+5MM CLEAR TOUGHENED LAMINATED GLASS (POLISHED EDGE)
A3 SCALE:
REV.
SUBCONTRACTOR
SS 2M10 CSK bolt
STEEL STRUCTURE BY OTHERS
VO Group Australia PTY LTD 03
BAL TYPE 14 Section
02
BAL TYPE 14 Plan
04
BAL TYPE 14 Plan
02 8897 4027 www.vogp.com.au Office:Level 4,146 Arthur St North Sydney NSW 2060
NOTE:
COLOUR: BLACK MATT
SSL 13.400 SSL 13.400 SSL 13.170
- All Aluminium Extrusion to be powdercoated in colour Dulux Duratec Zeus Black Matt
SSL 13.170
- All Fixings in Stainless Steel - Packer to be plastic and UV resistant
2XM10X100MM SAH-S STAINLESS CONCRETE SCREW 100X30X3 ALUM. ANGEL,WELDED FRAME
SSL 12.045
CLADDING BY OTHERS LOUVER BLADE(11-ZL-7295)
1
LOUVRE TYPE 08 ELAVATION SCALE 1:30
OUTSIDE 100X30X3 ALUM. ANGEL LOUVER BLADE(11-ZL-7295)
R Y P O
C A
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DATE
AMENDMENT
Status
SELF-DRILLING SCREWS (MAX 150MM @C/C)
FOR CONSTRUCTION
2 X ST 4.8 S.S. SELF-DRILLING SCREWS FIXED TO FLASHING AND RHS. 100X50X3MM THK.RHS COLORBOND FLASHING BLACK 50X130X40X0.55MM
© Copyright 2021 VO GROUP AUSTRALIA The information and concepts contained in this drawing are confidential Reproduction of all or part of this document constitutes an infringement of copyright. The recipients of this drawing are prohibited from reproducing or disclosing the contents of this document without the prior consent of VO Group Australia
SSL 12.045
ARCHITECTS
5MM PACKERS 8 X ST 4.8 S.S. SELF-DRILLING SCREWS FIXED TO ANGLE, FLASHING AND RHS 2 X M10X140 S.S. CHEMICAL 150X100X10MM THK. ALUM. ANGLE
OUTSIDE
S.S MESH (GRADE 316)
CLIENT
15X3MM THK.ALUM.BAR
LOUVRE TYPE 08 PLAN SCALE 1:30
CLADDING BY OTHERS
1
LOUVRE TYPE 08 SECTION
PROJECT NAME
Woolooware Bay Town Centre DRAWING TITLE
2 X ST 4.8 S.S. SELF-DRILLING SCREWS FIXED TO FLASHING AND RHS. DRAWING NO.
A3 SCALE:
REV.
SUBCONTRACTOR
B
LOUVRE TYPE 08 PLAN
VO Group Australia PTY LTD
S.S MESH (GRADE 316) 100X30X3 ALUM. ANGEL LOUVER BLADE(11-ZL-7295)
15X3MM THK.ALUM.BAR
02 8897 4027 www.vogp.com.au Office:Level 4,146 Arthur St North Sydney NSW 2060
NOTE:
OUTSIDE
OUTSIDE
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DATE
AMENDMENT
Status
FOR CONSTRUCTION © Copyright 2021 VO GROUP AUSTRALIA The information and concepts contained in this drawing are confidential Reproduction of all or part of this document constitutes an infringement of copyright. The recipients of this drawing are prohibited from reproducing or disclosing the contents of this document without the prior consent of VO Group Australia
ARCHITECTS
C
CLIENT
PROJECT NAME
Woolooware Bay Town Centre
01
ELEVATION
04 02
SECTION
03
FRAME OF DOOR
DRAWING TITLE
SECTION DRAWING NO.
A3 SCALE:
REV.
SUBCONTRACTOR
VO Group Australia PTY LTD
OUTSIDE
05
OUTSIDE PLAN VIEW
06
PLAN VIEW
02 8897 4027 www.vogp.com.au Office:Level 4,146 Arthur St North Sydney NSW 2060
NOTE:
MAX1000MM @C/C DIM. R.C. BEAM EDGE RL VARIES
25
WEATHER SEAL WITH SELF-DRILLING HOLES FOR OUTSIDE WATER LEAKING
WEATHER SEAL WITH SELF-DRILLING HOLES FOR OUTSIDE WATER LEAKING
WA-S1 (SS 316/A4) MECHANICAL EXPANSION ANCHOR
WA-S1 (SS 316/A4) MECHANICAL EXPANSION ANCHOR
ST5.5X19MM PAN-HEAD S.T. SCREWS @300MM
950/1470/1850(MAX)
MAX300MM (@C/C)
100X50X3MM THK. ALUM. RHS
25
C
T.O.S RL 11.015
50
2 OFF M10 S.S. BOLT&NUT
H IG
R Y P O
100X80X6MM(THK.) ALUM.ANGLE CIRCULAR WASHER PLATE #12 GRADE 304 S.S. HEX WASHER SELF-DRILLING SCREWS (4 - Ø9X19MM SLOT HOLES) 2MM ISOLATION TAPE
V T
6MM ALUM. PLATE
OUTSIDE
50
100X80X6MM(THK.)X150(LENGTH) ALUM. ANGLE CIRCULAR WASHER PLATE 4X#12 GRADE 304 S.S. HEX WASHER SELF-DRILLING SCREWS (4 - Ø9X19MM SLOT HOLES) 2 OFF M10 S.S. BOLT&NUT
1 A
14/08/2023 01/08/2023
ISSUE FOR CONSTRUCTION ISSUE FOR APPROVAL
REV.
DATE
AMENDMENT
Status
FOR CONSTRUCTION © Copyright 2021 VO GROUP AUSTRALIA The information and concepts contained in this drawing are confidential Reproduction of all or part of this document constitutes an infringement of copyright. The recipients of this drawing are prohibited from reproducing or disclosing the contents of this document without the prior consent of VO Group Australia
ARCHITECTS
CLIENT
2MM ISOLATION TAPE
4 OFF PAN HEAD SELF DRILLING SCREWS
(STEEL TO BE DESIGNED AND CONSTRUCTED BY OTHERS)
COLORBOND 95X110X40X1.2MM CONTINUOUS "Z" FLASHING SUB SILL PENETRATED BY LV06 ANGLE BRACKETS SEALED WITH POLYURETHANE CLADDING BY OTHERS
STEEL STRUCTURE UC250*73 (BY OTHERS) STEEL STRUCTURE UB310*32 (BY OTHERS)
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EXHAUST LOUVRE
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40X40X3(THK.)X90(LENGTH)MM ALUM. ANGLE PROJECT NAME
01
LOUVRE TYPE 08C ELEVATION SCALE 1:10
@1000 C/C MAX. 10
10
@1000 C/C MAX.
210
DRAWING TITLE
210
95
210
Woolooware Bay Town Centre
50
80 20
50
40
110
DRAWING NO.
A3 SCALE:
REV.
SUBCONTRACTOR
VO Group Australia PTY LTD
03
LOUVRE TYPE 08C ELEVATION SCALE 1:10
02
LOUVRE TYPE 08C&LV06 PLAN SCALE 1:10
DIM.
50
1000 (TYPICAL SPAN)
OUTSIDE
1000 (TYPICAL SPAN)
50
DIM.
02 8897 4027 www.vogp.com.au Office:Level 4,146 Arthur St North Sydney NSW 2060
NOTE:
4 OFF M16 CHEMICAL ANCHOR
400/500
10MM PACKER 300X200X20MM ALUM. BASE PLATE
300 50
2X#12 S.S. SELF-DRILLING SCREWS 150X50X3MM ALUM. RHS JXC6110AC ALUM. CLADDING 32x32x3MM ALUM. ANGLE 50x50x3MM ALUM. ANGLE
RL 12.885
10MM PACKER
OUTSIDE
200x300x20 BASE PLATE WITH 4 OFF S/S. M16 CHEMICAL ANCHOR
RL 12.490
10
150
150
6MM THK. ALUM. FRAME
150
ST5.5X19MM PAN-HEAD S.T. SCREW (MAX150 @C/C)
150 150
H IG
R Y P O 150
50
C
100X100X10MM THK. ALUM. ANGLE (2 - Ø12X30MM SLOT HOLE)
LOUVRE TYPE 06 SECTION SCALE 1:10
95
ISSUE FOR CONSTRUCTION ISSUE FOR CONSTRUCTION ISSUE FOR CONSTRUCTION ISSUE FOR CONSTRUCTION ISSUE FOR CONSTRUCTION ISSUE FOR CONSTRUCTION ISSUE FOR CONSTRUCTION ISSUE FOR CONSTRUCTION FOR APPROVAL DIP DRAWINGS
REV.
DATE
AMENDMENT
Status
FOR CONSTRUCTION © Copyright 2021 VO GROUP AUSTRALIA The information and concepts contained in this drawing are confidential Reproduction of all or part of this document constitutes an infringement of copyright. The recipients of this drawing are prohibited from reproducing or disclosing the contents of this document without the prior consent of VO Group Australia
ARCHITECTS
01
LOUVRE TYPE 06 ELEVATION SCALE 1:10
02
LOUVRE TYPE 08C&LV06 PLAN SCALE 1:10
CLIENT
LOUVRE TYPE LV08C&06 SECTION SCALE 1:10
04
150X50x3MM ALUM. RHS
@1000 C/C MAX.
200x300x20MM ALUM. BASE PLATE
LOUVRE TYPE 06 LOUVRE DETAILS SCALE 1:10
210
10
10
50
PROJECT NAME
Woolooware Bay Town Centre
@1000 C/C MAX.
210
50
DRAWING TITLE
210 80 20
200
110
03
14/08/2023 02/08/2023 08/12/2022 22/11/2022 06/09/2022 05/09/2022 08/04/2022 09/03/2022 12/02/2022 05/12/2021
300
STEEL STRUCTURE UC250*73 (BY OTHERS) STEEL STRUCTURE UB310*32 (BY OTHERS)
02
8 7 6 5 4 3 2 1 B A
2 OFF M10 S.S. BOLT & NUT
107
T.O.S RL 11.015
50
2MM ISOLATION TAPE 2 OFF M10 S.S. BOLT&NUT
V T
130X200X10MM THK. ALUM. BASE PLATE (2 - Ø12x20MM SLOT HOLE)
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OUTSIDE
150
1850 MAX. (ENGINEERING REVIEW)
200
@180 C/C MAX150MM (@C/C)
2 ROWS X ST5.5X19MM PAN-HEAD S.T. SCREW (MAX150 @C/C)
150
1300/14700/1850 MAX. (ENGINEERING REVIEW )
150X6MM(THK.) PLATE
200MM DEPTH ELLIPTICAL LOUVRE BLADE
10 25
RL 12.490
150
10
RL 12.885
395(COVER PLATE) 350(CONSISTENT LOUVRE )
150
395(COVER PLATE) 25 350(CONSISTENT LOUVRE )
50
CONCRETE SCREWS
DRAWING NO.
A3 SCALE:
REV.
SUBCONTRACTOR
150X50X3MM ALUM. RHS WELDED TO BASE PLATE M16 S.S. CHEMICAL ANCHORS
VO Group Australia PTY LTD
200x300x20MM ALUM. BASE PLATE
05
LOUVRE TYPE 06 BASE PLATE DETAILS SCALE 1:10
06
LOUVRE TYPE 06 COVER PLATE DETAILS SCALE 1:10
DIM.
50
1000 (TYPICAL SPAN) OUTSIDE
1000 (TYPICAL SPAN)
50
DIM.
02 8897 4027 www.vogp.com.au Office:Level 4,146 Arthur St North Sydney NSW 2060
NOTE:
17 L6+26.350
L6+26.350
287
45
150
25
1200
275 350
60X100X10MM ALUM. ANGLE (100MM LENGTH)
P U
3650
80
100
1000
275
100X50X3MM ALUM. POST
60
55
25
100X200X10MM ALUM. BASE PLATE 80X40X3MM THK.ALUM. RHS SPIGOT
1200
RL25.840
1000
20
20
RL25.840
POST HEIGHT 1120
RL25.850
1000
200
XSAH-S 10XHNOM75 EMBEDMENT 75MM 10MM PACKER
25 50 25
1000
2050
225 350 350 350 350
AMENDMENT
FOR CONSTRUCTION © Copyright 2021 VO GROUP AUSTRALIA The information and concepts contained in this drawing are confidential Reproduction of all or part of this document constitutes an infringement of copyright. The recipients of this drawing are prohibited from reproducing or disclosing the contents of this document without the prior consent of VO Group Australia
ARCHITECTS
225
OTHER'S CLADDING
45
350 0
L4+19.600
80
55
CLIENT
225
RAMP RL RL19.050
DATE
Status
L5+22.700
C L4+19.600
G O
2 06/09/2023 ISSUE FOR CONSTRUCTION 1 17/08/2023 ISSUE FOR CONSTRUCTION REV.
225
R Y P O
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6330
45 55 80
M10 S.S. BOLT&NUT (3 NOS.) 85MM 60X100X10MM ALUM. ANGLE (100MM LENGTH) WITH 3XØ12X20MM SLOT HOLES
M8X80MM S.S. BOLT&NUT (2 NOS.) S.S.FLUSH TOP SELF DRILLING SCREWS LOUVRE BRACKTE (L.=30MM)
RL22.650
L5+22.700
M10 S.S. BOLT&NUT (3 NOS.) 45MM
RL19.065
POST CUTTING POINT
PROJECT NAME
Woolooware Bay Town Centre
200
RL23.470
2050
POST HEIGHT 1970 (MAX 3000MM)
2MM ISOLATION PLATE
55
L3+16.500
RL16.300
6MM HOLE ON BOTTOM OF POST FOR WATER LEAKING
DRAWING TITLE
275
POS
45
RAMP
L3+16.500
DRAWING NO.
RL16.300 LOUVRE TYPE 04C SECTION
02
LOUVRE TYPE 04C ELEVATION
A3 SCALE:
REV.
SUBCONTRACTOR
STRUCTURAL TAPE
200 25
150
25 25 50 25 100
02
VO Group Australia PTY LTD 03
LOUVRE TYPE 04C PLAN
02 8897 4027 www.vogp.com.au Office:Level 4,146 Arthur St North Sydney NSW 2060
Project: Crows Nest Station
D
Y
C
VHB TAPE OR CLEAR STRUCTURAL SILICONE V60
200021
200021
200021
D
D
E
CD58
CD58
PT20
PT20
12MM S.S. 316L FLAT BAR
S.S. TOP RAIL
DORMAKABA CD58
20X20X3MM (40MM LENGTH)S.S. ANGLE BAR WITH 4XSLEF-DRILLING SCREWS #10
FITTING SSS
DORMAKABA PT20 TOP PATCH
8MM LOW-IRON GLASS HS WITH SELF CLEANING COATING #1+1.52MM CLEAR PVB+8MM LOW-IRON GLASS HS
19MM LOW-IRON GLASS TP & HST WITH SELF CLEANING COATING #1 + 1.52MM CLEAR PVB+19MM LOW-IRON GLASS TP&HST
1014/F
PT10
US10 US10
P U
BOSTIK V60 GLASS STRUCTURAL SILICONE (BLACK)
O R
HES SPIGOT AND CHANNEL GROUT
CO
S.S. END POST
G O
10MM SETTING BLOCK 16MM THK. S.S. BASE PLATE M16 SS CHEMICAL ANCHORES 150mm EMBEDMENT
V T
R Y P
A-A ELEVATION 19MM LOW-IRON GLASS TP & HST WITH SELF CLEANING COATING #1 + 1.52MM CLEAR PVB+19MM LOW-IRON GLASS TP&HST
DORMAKABA US10 LOCK
PATCH FITTING SSS
75V
H IG
8MM LOW-IRON GLASS HS WITH SELF CLEANING COATING #1+1.52MM CLEAR PVB+8MM LOW-IRON GLASS HS
DORMAKABA PT10 LOWER
PT10
75V
VHB TAPE OR CLEAR STRUCTURAL SILICONE V60
200021
E
GL-06
S.S.TOP RAIL WITH CAPPING
SPOT WELDED ON SITE
VHB TAPE OR CLEAR STRUCTURAL SILICONE V60
FLOOR SPRING 75V
B-B
C-C
12M
D-D
DOR 12MM S.S. 316L FLAT BAR
DOR
FITT
DORMAKABA CD58 PIVOT DORMAKABA PT20 TOP PATCH FITTING SSS
VHB TAPE OR CLEAR STRUCTURAL SILICONE V60
VHB TAPE OR CLEAR STRUCTURAL SILICONE V60
20X20X3MM (40MM LENGTH)S.S. ANGLE BAR WITH 4XSLEF-DRILLING SCREWS #10
FLOOR SPRING S.S. END POST
HS8+1.52PVB+HS8 LAMINATED GLASS
DORMAKABA US10 LOCK DORMAKABA PT10 TOP
16mm THK. SS316 PLATE
16mm THK. SS316 PLATE
PATCH FITTING SSS DORMAKABA BTS 75V
GL:06 PLAN
M16 SS CHEMICAL ANCHORES 150mm EMBEDMENT
FLOOR SPRING
1014/F PLAN
GLASS BALUSTRADE DETAIL
00 C B A
YL YL KS KS
23/08/23 17/07/23 08/08/22 06/01/22
ISSUED FOR CONSTRUCTION ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR APPROVAL
3
GLASS DOOR DETAIL SYDNEY METRO CROWS NEST STATION
YL
06.07.2023
DC
06.07.2023
SECTION DETAILS - ESC08-GL06 LEVEL-B2 ISSUED FOR REVIEW
SMCSWSCN-VOG-SCN-AT-DWG-300011
00
08
SPOT WELD CONNECTED TO FLAT BAR AND TOP RAIL ON SITE
CD58
8MM LOW-IRON GLASS HS WITH SELF CLEANING COATING #1+1.52MM CLEAR PVB+8MM LOW-IRON GLASS HS
CD58 PT20
PT20
5-6MM FILLET WELD
200024
E
E
GL-06
19MM LOW-IRON GLASS TP & HST WITH SELF CLEANING COATING #1 + 1.52MM CLEAR PVB+19MM LOW-IRON GLASS TP&HST
H IG
CO
R Y P PT10 75V
G O
V T
1014/D
GL-06
P U
O R
200024
US10
PT10 75V
A-A
2 00 A
YL YL
23/08/23 17/07/23
ISSUED FOR CONSTRUCTION ISSUED FOR APPROVAL
SYDNEY METRO CROWS NEST STATION YL
06.07.2023
DC
06.07.2023
SECTION DETAILS - 1014/D-GL06 LEVEL-B2 ISSUE FOR CONSTRUCTION
SMCSWSCN-VOG-SCN-AT-DWG-200023
00
8
A
375
56
3120
80 150
317
SMCSWSCN-VOG-SCN-AT-DWG-500035
50 CLEARENCE
B
UP
300+ONE TREAD
O R
1022
6X280=1680 (TREAD)
K
G O
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H IG
R Y P O
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EL.+89.878m F.F.L
CE: 15
EL.+88.737m F.F.L
75
C
2680
B
PLANTER
325
A SMCSWSCN-VOG-SCN-AT-DWG-500034
606
SG:55
L
Tekla structures
PLAN VIEW OF SITE-C RETAIL
02 01 00 C B A
YL PMP PMP PMP HP HP
28/08/23 27/02/23 15/12/22 18/07/22 20/02/22 11/02/22
ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR REVIEW UPDATED AS PER COMMENT ISSUED FOR APPROVAL
SYDNEY METRO CROWS NEST STATION
5
PMP
18.07.2022
HP
18.07.2022
PLAN VIEW OF SITE C RETAIL LEVEL-00 ISSUED FOR CONSTRUCTION SMCSWSCN-VOG-SCN-AT-DWG-500033
02
K 3121 80
1016
40
1016
2460 40
40
1017
40
924
40
904
344
80
30X40X60MM TOP RAIL FOR 39.52MM GLASS
08
500324 CHS48.3*3.2
ZC34 S.S. GLASS BRACKET STAIN FINISHED
375
900
1234
30
50.8X1.5MM S.S. ROUND TUBE
EL +89878
40
60
D
C
50.8X1.5MM S.S. ROUND TUBE ZC34 S.S. GLASS BRACKET STAIN FINISHED
C
16MM S.S. BASE PLATE 19MM LOW-IRON GLASS TP & HST WITH SELF CLEANING COATING #1 +1.52MM CLEAR PVB+19MM LOW-IRON GLASS TP&HST
900
MM12 S.S. CHEMICAL ANCHOR 100MM EMBEDMENT (MAX200 @C/C)
E
R Y P O
19MM LOW-IRON GLASS TP&HST WITH SELF-CLEANING COATING #1
92
70
BOSTIK V60 GLASS STRUCTURAL SILICONE (BLACK) HES SPIGOT AND CHANNEL GROUT 15MM PACKER
R.C.STAIR
1016
40
C
1016
40
1017
M16 S.S. CHEMICAL ANCHORS 150MM EMBEDMENT
25
R.C.WALL
225
25
M12 S.S. CHEMICAL ANCHORS 100MM EMBEDMENT
TYP. GLASS BALUSTRADE CONNECTION DETAIL
M12 S.S. CHEMICAL ANCHORS 100MM EMBEDMENT
87.5
C-C 200
22 - M 12 SS CHEMICAL ANCHORS
10*200=2000
100
E-E
175
48
CLADDING BY OTHERS FLOOR FINISH BY OTHERS
56
14x200=2800
225
150 80
300
317 375
150
V T
H IG
A-A
SMCSWSCN-VOG-SCN-AT-DWG-500033
EL +88.745
G O
280
P U
O R
D
E
43
175
19MM LOW-IRON GLASS TP& HST WITH SELF CLEANING COATING #1 + 1.52MM CLEAR PVB+19MM LOR-IRON GLASS TP&HST
87.5
1135
15MM SETTING BLOCK M16 S.S. CHEMICAL ANCHOR 160MM EMBEDMENT
Tekla structures
D-D 02 01 00 C B A
YL PMP PMP PMP HP KS
23/08/23 15/02/22 18/12/22 18/07/22 20/02/22 11/02/22
ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR REVIEW ISSUED FOR REVIEW UPDATED AS PER COMMENTS ISSUED FOR APPROVAL
SYDNEY METRO CROWS NEST STATION
5
PMP
18.07.2022
HP
18.07.2022
ELEVATION - C RETAIL LEVEL-00 ISSUED FOR CONSTRUCTION SMCSWSCN-VOG-SCN-AT-DWG-500034
02
10 300013
A
A GL:06
C
GL:06
C
R Y P O
O R
G O
V T
H IG
P U
GL:06
GL:06
1013.A/A
GL:06
A 300013
B
B
300013
300013
GLASS BALUSTRADE PLAN - B2 NORTH GATELINE
00 C B A
YL YL KS KS
23/07/23 17/07/23 08/08/22 06/01/22
ISSUED FOR CONSTRUCTION ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR APPROVAL
3
SYDNEY METRO CROWS NEST STATION YL
06.07.2023
DC
06.07.2023
PLAN VIEW - ESC08-GL06 LEVEL-B2 ISSUED FOR CONSTRUCTION
SMCSWSCN-VOG-SCN-AT-DWG-300012
00
10 C
D
DORMAKABA TOP PIVOT SPINDLE CD58
POINT WELDED ON SITE
TOP RAIL WELDED TO 12MM FLAT BAR (POINT WELD ON SITE)
20X20X3MM (40MM LENGTH)S.S. ANGLE BAR WITH 4XSLEF-DRILLING SCREWS #10
5-6MM FILLET WELDED TO 12MM FLAT BAR DORMAKABA TOP PIVOT PATCH FITTING PT20
300014 PLT 39.52 GL-06
E
PLT 39.52 GL-06
1013.A/A
DORMAKABA CD58 DORMAKABA PT20 TOP PATCH FITTING SSS
E 8MM LOW-IRON GLASS HS WITH SELF CLEANING COATING #1+1.52MM CLEAR PVB+8MM LOW-IRON GLASS HS
19MM LOW-IRON GLASS TP & HST WITH SELF CLEANING COATING #1 + 1.52MM CLEAR PVB+19MM LOW-IRON GLASS TP&HST
DORMAKABA BOTTOM PIVOT PATCH FITTING PT10 DORMAKABA FLOOR SPRING BTS 75
DORMAKABA US10 PATCH LOCK AND
C
12MM S.S. 316L FLAT BAR
300014
PLT 39.52 GL-06
B2
VHB TAPE OR CLEAR STRUCTURAL SILICONE V60
VHB TAPE OR CLEAR STRUCTURAL SILICONE V60
B-B PATCH LOCK FLOOR KEEPER
DORMAKABA PT10 LOWER
D
PATCH FITTING SSS
1BOSTIK V60 GLASS STRUCTURAL SILICONE (BLACK)
P U
O R
HES SPIGOT AND CHANNEL GROUT
A
B
300014 GL-06
F
C
V T
H IG
R Y P O
300014
F
G O
X
C
10MM SETTING BLOCK 16MM THK. S.S. BASE PLATE M16 SS CHEMICAL ANCHORES 150mm EMBEDMENT
FLOOR SPRING 75V
C-C
D-D DORMAKABA TOP PIVOT SPINDLE CD58 TOP RAIL WELDED TO 12MM FLAT BAR (POINT WELD ON SITE) 5-6MM FILLET WELDED TO 12MM FLAT BAR DORMAKABA TOP PIVOT PATCH FITTING PT20
GL-06
B2
A-A
GLASS BALUSTRADE ELEVATION C&D - B2 NORTH GATELINE BASE PLATE DETAILS
00 C B A
YL YL KS KS
23/07/23 17/07/23 08/08/22 06/01/22
ISSUED FOR CONSTRUCTION ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR APPROVAL
3
DOOR POST DETAILS
SYDNEY METRO CROWS NEST STATION YL
06.07.2023
DC
06.07.2023
SECTION DETAILS - ESC08-GL06 LEVEL-B2 ISSUED FOR CONSTRUCTION
SMCSWSCN-VOG-SCN-AT-DWG-300013
00
Project: Wick Park
Regulated Design Record Project Address: 182-198 Victoria Rd, Marrickville
NOTE:
Project Title: Wicks Park Consent No: DA201900096
Body Corporate Reg No:
Drawing Title: SCN03 DIP DRAWING LEVEL 6 Drawing No: VOM-FAC-DIP-SCN03 DP Full Name
Reg No
Mohanad Noaman DEP0000672
MAX1000(C/C) Typical but varies for setouts
145
TOL 26.100 20
TOL 26.100
6mm hole on bottom of post for water leaking
275
1265
V T
15/05/2023 ISSUE FOR CONSTRUCTION 25/04/2023 ISSUE FOR CONSTRUCTION 17/03/2023 ISSUE FOR CONSTRUCTION 07/03/2023 ISSUE FOR APPROVAL 20/02/2023 ISSUE FOR APPROVAL ISSUE FOR APPROVAL ISSUE FOR APPROVAL DATE
AMENDMENT
Status
© Copyright 2021 VO GROUP AUSTRALIA
VO Group Australia
69.7
ARCHITECTS
TOH 24.835
275
3 2 1 D C B A REV.
275
C
O R
275
R Y P O
P U
G O
H IG
275
CLIENT
6mm hole on bottom of post for water leaking
PROJECT NAME
Wicks Park DRAWING TITLE
150 25 25
275
100
25
LEVEL 6 DRAWING NO.
REV.
1 0
A3 SCALE:
SUBCONTRACTOR
25
1 0
TOH 24.835
20 3
MAX1000(C/C) Typical but varies for setouts
90
MAX1000(C/C) Typical but varies for setouts
69.7
Description
15/05/2023 For Construction
20
Date dd.mm.yy
275
3
275
Rev
VO Group Australia PTY LTD
MAX1000(C/C)
MAX1000(C/C)
MAX1000(C/C)
Typical but varies for setouts
Typical but varies for setouts
Typical but varies for setouts
02 8897 4027 www.vogp.com.au Office:Level 4,146 Arthur St North Sydney NSW 2060
NOTE:
5
o rope access load allowed
6
open area to be 57%
7
G O
9
V T
H IG
R Y P O
10
P U
O R
8
D 03/03/2023 C 03/03/2023 B 02/03/2023 A 23/02/2023 REV.
ISSUED FOR APPROVAL ISSUED FOR APPROVAL ISSUED FOR APPROVAL ISSUED FOR APPROVAL
DATE
AMENDMENT
Status
FOR APPROVAL © Copyright 2021 VO GROUP AUSTRALIA The information and concepts contained in this drawing are confidential Reproduction of all or part of this document constitutes an infringement of copyright. The recipients of this drawing are prohibited from reproducing or disclosing the contents of this document without the prior consent of VO Group Australia
ARCHITECTS
C
CLIENT
11
PROJECT NAME
Wicks Park
DRAWING TITLE
DRAWING NO.
12
A3 SCALE:
REV.
SUBCONTRACTOR
13 VO Group Australia PTY LTD
A
B
C
D
E
F
02 8897 4027 www.vogp.com.au Office:Level 4,146 Arthur St North Sydney NSW 2060
Residential House
Project:
11 ESSEX RD
2/11 ESSEX RD, SURRY HILLS VIC 3127
PORCH 8.53M2
2086.3195
DRIVEWAY 13.43M2 NORTH GARDEN 30.16M2 GARAGE 6x6M 36M2
FOURCOURT LOT 1 445M2
MASTER BED 4.5x4.2 21.37M2
OUTDOOR LIVING
VISITOR 19.62M2
AREA SCHEDULES 11 ESSEX RD
ALFRESCO 6.59M2 P.R 2.28M2
SURREY HILLS LOT 2
ST / WORKSHOP 4.2M2
M2
551
23.01 M2
3
DINING 14.36M2
HALLWAY 12.83M2
PORTICO 10.40M2
PORCHES 14.05 M2 CEILING
TV AREA 7.51M2
3.6/4.2M HEIGHT
ENCL.AREA 205.69M2 WALLS
WIR 7.90M2
M
GALLERY 4.50M2
SOUTHERN GARDEN 15.52 M2 GARAGE 36 M2 MASTER BEDROOM 21.37 M2 NORTH GARDEN 30.16 M2 ENSUITE 7.23 M2 WALK IN ROBE 7.90 M2 ST & WORKSHOP 4.2 M2 POWER ROOM 2.28 M2 BEDROOM2 13.2 M2 BEDROOM3 13.2 M2 BATHROOM 8.17 M2 LINEN 1.35 M2 GALLERY 4.50 M2
KITCHEN 14.96M2 BREAKFAST AREA
BEDROOM2 4x3.3 13.2M2
BEDROOM3 4x3.3 13.2M2
PANTRY 1.8M2
SOUTHERN GARDEN 15.52M2 BENCH SEAT
PROJECT:
2
3
FP. FEATURE WALL 0.5M2
BATHROOM 8.17M2
PORTICO 10.40 M2 VISITOR PARK 19.62 M2 HALLWAY 12.83 M2 NOOK 5.78 M2 DINING 14.36 M2 TV AREA 7.51 M2 ALFRESCO 6.59 M2 LIVING 21.14 M2 FIREPLACE 0.5 M2 KITCHEN 14.96 M2 EAST GARDEN 27.33 M2 PANTRY 1.8 M2 LAUNDRY 6.24 M2
1
LIVING 21.14M2
NOOK 5.78M2
LINEN 1.35M2
SKETCH PLAN - STAGE 2
0
EASEMENT 1.8M2
E.S 7.23M2
4
5M
LAUNDRY 6.24M2 EAST GARDEN 27.33M2
0.5M RETAINING WALL
NORTH
GENERAL NOTES:
DRAWING TITLE:
DESIGNED
DRAWN
Project: 82 ELONERA RD, NOBLE PARK NORTH VIC 3174
Academic Contents
M.A.E. (Museum of Art and Energy)
Water Museum in Perth
INITIAL (Skyscraper)
JAMBY STREET (Low-Rise Housing)
Congregation of Possessions (Retail)
City of Alternative Market
Project: M.A.E. (Museum of Art and Energy) Key words: architectural elements / sludge / sustainability Time: 2021/08- 2021/11 Application: Rhino / Sketchup / Vary / Enscape / Photoshop / AutoCAD / Lumion Type: Individual Statement: For this project, the energy system of the museum collaborates with the sludge process and emphasizes the horizontal element, ceiling or flooring and secondly the vertical element column to generate the electricity and control the indoor temperature. For the sludge, the primary source is human waste or excrement. The waste is transferred to tanks by pipes hidden underground and disposed of inside the anaerobic digesters. The value of sludge cloud not be underestimated. The energy system of the museum could collaborate with the sludge process and emphasize the horizontal element, ceiling or flooring and secondly, the horizontal element column. The museum beyond the carbon for services as the entry point of the museum with the physical and digital artworks to generate electricity and manufacture the indoor “climate.”
Ground Floor Plan & Views
Ground Floor Interior
With the advancement of technology and science, the relationship between art and science is closer than before, from the fountain by Marcel Duchamp and Rrose Sélavy, the original Cloaca to Blending science, art and other excrements by Wim Delvoye in MONA. Sludge or excrement has been gradually considered as the participant of the art process. Under the current technology, museums maintain the fragile culture relic or information by utilizing the air-conditioning machine or advanced technology to control the indoor temperature. However, current machines may lead to the emission of carbon form and global warming.
Project: Water Museum in Perth Key words: architecture / water infrastructures / sustainability Time: 2022/08- 2022/11 Application: Rhino / Sktechup / Vary/ QGIS / Enscape / Photoshop / Lumion / AutoCAD Type: Individual Statement: Perth is an area of water scarcity due to the limited water sources and its vulnerability to drought. Water infrastructures are an important symbol of Perth’s development and primary water management strategy. However, the invisible ‘relation’ between water management and inhabitants has been fracturing. The project intends to explore and use private water management infrastructures to be transferred within the public spaces of a museum to raise social conscience and awareness around a resource. A new way of understanding water infrastructures is introduced based on the contradiction between civic or private and public spaces, in which not only the technical problems are addressed but also disseminated as a form of knowledge.
Project: INITIAL Key words: high-rise building / construction Time: 2021/02- 2021/07 Application: Rhino / Vary / Photoshop / Lumion / AutoCAD Type: group + individual Statement: As a new starting point, the INITIATIVE Building is located in the western district of Melbourne CBD, near the Southern Cross station. The complex integrates luxury hotels, premium office and commercial areas with direct access to the developed Lonsdale St Precinct. The total site area is 6080m², and the whole building height is 228,7m (including the crown) with 6% setback on the site boundary. These setbacks are crucial in the tower shape in its North-East longitudinal form, which also enables the overall look of the INITIATIVE Building to remain slender and elegant. Some key aspects of Initiative Building are that it is 44 storeys (excluding 4 storeys on parking basement), 26 storeys for office, 1 storey for hotel sky lobby, and 15 storeys for luxury hotels. In addition, there is a hotel sky lobby which has 6.3m typical floor to floor heights. The Typical floor plate has a GFA of 1,944m², and an NLA of 1,584m², which calculates efficiency of 81.48%. Therefore, the building complex has a total GFA of 79,704m².
Project: JAMBY STREET Key words: future house / student competition Time: 2020/8- 2020/11 Application: Rhino / Sktechup / Vary / AutoCAD / Photoshop Type: Group Statement: When looking to address the projected population growth in Melbourne, our group was struck by the major gap in housing density between the inner and middle ring suburbs. As such, we decided to challenge the height and setback provisions of the planning scheme and densify the family home. We did our research into demographics, housing and car ownership trends over the next 20-30 years. The biggest insight from this research was that families change, their needs shift and their desires are anything but static. One thing is clear, a home must reflect this through adaptability and future-proofing. So we’ve designed provisions to future-proof each home and communal spaces.We’ve increased amenity to make family homes that work for a lifetime using design tools like double height living spaces, north/south aspects and generous outdoor space.Through material choices, shading and framing design we’re cutting construction costs and increasing environmental performance.
Project: Congregation of Possessions Key words: Narratives / Philosophy Time: 2021/02- 2021/07 Application: Rhino / Sktechup / AutoCAD / Photoshop / Illustrator Type: Individual Statement: Initially, you do not know why you are consuming, laughing, and losing the ability to think and flight. You are trapped inside the illusion and passion world with enormous information, but you still firmly believe you find your happiness. I always believe I could be your possession forever. However, I was disposed and abandoned, as the planned obsolesce. It is my faith, Then, I have been waiting for a long time. They will collect, deliver, record, assemble, repair, and allow us to second edition of the biography. This is a building for electronic repairs and delivery men and consumers to against consumption. The new architecture can be a place to encourage a new way of consumption and denote the interaction of occupants with their day-to-day life. Passing through the forum, customers entering second-hand stores may make different decisions for their possessions. Ultimately, the central public building is the beginning and also an outcome.
Project: City of Alternative Market Key words: architectural fragments / history Time: 2022/02- 2022/08 Application: Rhino / Vary / Enscape / Photoshop / / AutoCAD Type: Individual Statement: The project applies fragments of Smithfield markets to rebuild and re-organised the alternative market in a new approach to recall the memory of the occupants and citizens and further echoing to the context. Geometric volumes with various programs can create a relationship among the public or citizens because the rooms with functions stimulate the events or memory of the occupants. Programmatic volumes (rooms) become the container or storage area of historic buildings and cities. Geometric volumes with various programs can create a relationship among the public or citizens because the rooms with functions stimulate the events or memory of the occupants. Programmatic volumes (rooms) become the container or storage area of historic buildings and cities. This is the city of the alternative market to re-organise the multiple programmatic pieces from the previous markets.