Notes:
LEGENDS
Consultant Address Address Phone Fax e-mail
PROJECT NAME PROJECT LOCATION ISSUE DATE GROUP NAME TUTOR NAME SUBJECT NAME SCHOOL NAME SEMESTER
Consultant Address Address Phone Fax e-mail
THE WAFFLE 60-99 CREMORNE STREET, CREMORNE 3121 18/07/2017 MKNM ADI ATIC ARCH1014 TECHNOLOGY 03 RMIT UNIVERSITY SEMESTER 2, 2017
Consultant Address Address Phone Fax e-mail
Consultant Address Address Phone Fax e-mail
ICE BAN SHEET LIST SHEET NUMBER SHEET NAME A100 A101 A102 A103 A105 A201 A301 A501 A202 A302 A104 A502 A503 A504 A505
Consultant Address Address Phone Fax e-mail
COVER PAGE SITE PLAN GROUND FLOOR PLAN MEZZANINE FLOOR PLAN ROOF PLAN ELEVATIONS 01 SECTIONS 01 WALL DETAIL 01 ELEVATIONS 02 SECTIONS 02 LEVEL 01 PLAN WALL DETAIL 02 DETAILS 01 DETAILS 02 WALL DETAIL 03
GENERAL NOTES 1 THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE FOR A WATERTIGHT & WEATHER TIGHT BUILDING. THE CONTRACTOR SHALL REVIEW ALL DETAILS RELATING TO THIS INTENT AND BY BIDDING OR ENTERING INTO THIS CONSTRUCTION CONTRACT WARRANTS FOR ONE FULL YEAR THE ADEQUACY OF THESE DETAILS. SHOULD THE CONTRACTOR TAKE EXCEPTION TO THESE DETAILS, SHALL NOTIFY THE ARCHITECT PRIOR TO BIDDING. ANY DEVIATION FROM THIS GENERAL INTENT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 2 THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE FOR A PLUMB, LEVEL, AND SQUARE STRUCTURE UNLESS OTHERWISE NOTED. ANY DEVIATION FROM THIS GENERAL INTENT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 3 THE BUILDING SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS AS WELL AS THE DRAWINGS AND SPECIFICATIONS. ANY CODE DEFICIENCIES IN THE DRAWINGS RECOGNIZED BY THE CONTRACTOR SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE BUILDING ON THE SITE AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE BIDDING THE PROJECT OR THE COMMENCEMENT OF WORK. THE OWNER SHALL NOT BE RESPONSIBLE FOR CHANGES TO THE WORK DUE TO THE FAILURE OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS 5 DO NOT SCALE DRAWINGS: ALL DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE AND BE FIELD VERIFIED AND COORDINATED WITH WORK OF ALL TRADES. IF NO DIMENSIONS ARE GIVEN OR DISCREPANCIES FOUND, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR CLARIFICATION BEFORE BIDDING OR COMMENCING THE WORK. 6 DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, ALL INCLUDED AS PART OF THE WORK. 7 THE CONTRACTOR SHALL PROVIDE ALL PERMITS AND INSPECTION NECESSARY FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH APPLICABLE CODES AND GOVERNING REGULATIONS. 8 THE CONTRACTOR SHALL VERIFY THE SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PADS AND BASES, AS WELL AS POWER, WATER AND DRAIN REQUIREMENTS FOR SUCH EQUIPMENT WITH EQUIPMENT MFG. DEVIATION OF THE AFOREMENTIONED REQUIREMENTS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. 9 ALL WALL WIDTHS ARE SHOWN AND DIMENSIONED WITH NOMINAL DIMENSIONS. DIMENSIONS FOR FRAMED WALLS ARE SHOWN TO FACE OF STUDS
1
Ice Rink Perspective View
MATERIAL INFORMATION FLOOR TYPE LEGEND
MULLIONS TYPE TYPE 01 (EXTERNAL CURTAIN WALL)
ICE 01 (MATERIAL UNDER ICE)
400x200 STAINLESS STEEL MULLION
30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL
TYPE 02 (INTERNAL CURTAIN WALL)
REV
DESCRIPTION
STATUS:
BY
DATE
Project Status
300x100 STAINLESS STEEL MULLION CON 01 (MAIN HALL) 50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB
MKNM Design Studio
TYPE 03 (CORNER CURTAIN WALL)
124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com
400x400 STAINLESS STEEL MULLION CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB
TIL 01 (TILED FLOOR) 600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB
WALL TYPE LEGEND CLIENT:
WT01 (EXTERNAL WALL) 150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL
City of Yarra ARCHITECT:
MKNM TIL 02 (TOILET TILE) 600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB
RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL
WT02 (INTERNAL WALL) 12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL
SITE:
60-88 Cremorne Street, Cremorne 3121. WT03 (DOUBLE GLAZED CURTAIN WALL) 8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL
TITLE:
COVER PAGE SCALE AT A0: DATE:
As indicated PROJECT NO:
20170808
DRAWN:
MKNM
08/15/17 DRAWING NO:
A100
CHECKED:
A.A REVISION:
Notes:
LEGENDS
BLAN CHE S T 10
ST
A201
T ON
N
W EL LING
9
8
7
6
5
A202
W
E
CRE MO
3
2
PARK INS L N
A201
RNE ST
4
1
A B S
C D
A202
E F G H I
J
REV
DESCRIPTION
STATUS:
BY
DATE
Project Status
MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com
CLIENT:
City of Yarra NORT H
ARCHITECT:
MKNM SITE:
60-88 Cremorne Street, Cremorne 3121. TITLE:
1
Site 1 : 250
SITE PLAN SCALE AT A0: DATE:
1 : 250 PROJECT NO:
20170808
DRAWN:
MKNM
08/15/17 DRAWING NO:
A101
CHECKED:
A.A REVISION:
3
2
1 9936
A202
4
9936
W
9936
5
7
6
C A302
9936
9936
1557
9936
9936
10
9
8 9936
Notes:
9936
82468
1557
11732
150
4376
150
4565
150
1960
150
5912
150
6482
150
5000 150
11021
5941
150
6559
150
3949
150
4010
150
6072
150
7688
400
LEGENDS
5000
WALL TYPE LEGEND 1751
WT01
TIL 02
TIL 02
TIL 02
LIFT
TIL 02
D08
0.16
TEAM CHANGE ROOM MALE AWAY 0.19
0.20
0.18
0.17
CON 02
D08
CON 01 TEAM CHANGE ROOM FEMALE AWAY
RUB 01
RUB 01
RUB 01
D05
RUB 01
150 2500
BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION
COL06 GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL
D02
DRY ROOM
D04
0.22
TOILET DISABLED
0.23
0.24
TIL 02
D08 TOILET FEMALE
TIL 02
RUB 01
0.25
WT03 (DOUBLE GLAZED CURTAIN WALL)
TIL 02
8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL
D04
COL07
D04
GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL
D05
D05
D08
FLOOR TYPE LEGEND
BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION
COL08 GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL
4400
D05
ICE 01 (MATERIAL UNDER ICE) 30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL
CON 01
0.15
CON 02 4055
FRONT ROW SEATS TO INCORPORATED DISABLED PARKING
PLUMBING
MAIN HALL 1.44
CON 01
0.13
FRONT ROW SEATS TO INCORPORATED DISABLED PARKING
2362
CON 01
50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB
D02 12000
4000
D05
C
CON 01 (MAIN HALL)
BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION
2000
BLEACHER SEATS TO BE 22 BY 4 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION
4000
150
5810
D04
D04
0.21
TOILET MALE
3700
3266
1830 7127
D04
TEAM CHANGE ROOM FEMALE HOME
UP
2000
D08
TEAM CHANGE ROOM MALE HOME
RUB 01
D08
B
12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL
7147
FIGRURE CHANGE ROOM FIGURE CHANGE ROOM FEMALE MALE
WT02 (INTERNAL WALL)
TIL 02
1.16 5800
5257
7100
LAUNDRY
TIL 02
150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL
5800
5800
D06
UP CON 02
2400
WT01 (EXTERNAL WALL)
915 700
UP
CON 02
2700
1960
2000
150 1600 400
D02
9127
915 700
1751
A
CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB
CON 02
150
8627
WT01
COL04 GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL
00 50
50 00
600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB
12000
5800
TIL 01 (TILED FLOOR)
D
D08 6580
TIL 02 (TOILET TILE)
WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTU RE'S DETAIL
2356 9071
RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL
CON 02
D08
ICE RINK 0.01
4580
4000
2076 TYPE 02 (INTERNAL CURTAIN WALL)
0.11
D07
NORTH AMERICAN SIZED ICE RINK FLOOR DIRECTLY UNDER ICE TO FOLLOW DETAIL NO.1 TYPE 03 (CORNER CURTAIN WALL)
COL05
D04
N
A201
400x400 STAINLESS STEEL MULLION
10200
D05 MECHANICAL (COMPRESSORS)
4545
4000
150
CON 02
700
69886
400x200 STAINLESS STEEL MULLION
300x100 STAINLESS STEEL MULLION
ICE RINK SIDE TO HAVE OPENING FOR ZAMBONI TO ENTER THE ICE
STORAGE (GOALS AND SHORT TRACK)
8727
D08
ICE 01
150
700
E
F
12000
TYPE 01 (EXTERNAL CURTAIN WALL)
5000
A301
29000
D07
0.12
D07
MULLIONS TYPE
60000
ZAMBONI ROOM 26000
A
CON 05
4841
S
4000
A202
150
8527
D08
600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB
D07
0.10
CON 02
00 50
50 00
MAIN HALL
FRONT ROW SEATS TO INCORPORATED DISABLED PARKING
1.44
FRONT ROW SEATS TO INCORPORATED DISABLED PARKING
CON 01
BLEACHER SEATS TO BE 21 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION
150
BLEACHER SEATS TO BE 33 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION
D02
CON 01 4500
CON 01
1830
D02 4500
5422
1830
8627
2000
D05
FIRE EXTINGISH 0.09
D05
11780
5400
CON 02
150
11900
3965
G
8748
6810 13373
0.08
D05
150
SKATE AND MAINTENANCE
D05
CONCRETE RETAINING WALL 500mm THICK, REFER TO DETAIL
4950
0.07
D08
D08
150
8627
12000
0.06
D08
WT03
BENCHES AND LOCKERS TO BE PLACED OUTSIDE TOILET FOR CHANGING INTO ICE GEARS
WT03
D03
D05
D03
TOILET MALE
CAFE
TICKETING
0.03
0.02
0.01
TIL02
0.04
WT03
D03
WT03
D05
D05
0.27
TIL02
TIL02
TIL01
400
0.05
150
2600
150
2400
150
12397
1000
WT01 150 1735 150
200 4505
150
6395
2000
LIFT
CLEANING
0.10
0.26
City of Yarra ARCHITECT:
MKNM
8235
SITE:
D01 1000 200
200
2000
124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com
CLIENT:
GRATE PIT TO BE LOCATED IN CENTRE OF TIMBER COLUMN REFER TO DETAIL
0.29
WT03 WT02
WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL
Project Status
TOILET DISABLED
D03
D01
D11
0.28
60-88 Cremorne Street, Cremorne 3121.
1000
WT01
200
7800
6400
150
4671
150
5245
150
4280
150
TITLE:
9250
150
2400
150
2600
150
3323
400
5400
GROUND FLOOR PLAN SCALE AT A0: DATE:
1
Ground Floor 1 : 100
DATE
MKNM Design Studio
D05 TOILET FEMALE
BY
NORT H
D03
DESCRIPTION
5800
TOILET MALE
TIL01
D05
HEAD OFFICE STORAGE ROOM
D05
SHOP
TIL01
TIL01
D05
0.30
TIL02
CON 02
REV STATUS:
UP
I
4450
GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL
UP
TOILET FEMALE
1557 400
D08
5800
CON 02
10198
TIMBER STRUCTURE VARYING THICKNESS, REFER TO ROO FPLAN
BENCHES AND LOCKERS TO BE PLACED OUTSIDE TOILET FOR CHANGING INTO ICE GEARS
HEAD OFFICE & FIRST AID
COL03
GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL
5800
D04
WT01
D08 COL02
GRATE PIT TO BE LOCATED IN CENTRE OF DRAIN SHAFT, PERSONAL ACCESS, REFER TO DETAIL
A301
H
COL01
9000
1
D08
CON 02
BLEACHER SEATS TO BE 21 BY 6 REFER TO MANUFACTURE'S DETAIL FOR SPECIFICATION
12000
CON 02
400
8627
2200
ELECTRICAL CONTROL
89425
As indicated PROJECT NO:
20170808
DRAWN:
MKNM
08/15/17 DRAWING NO:
A102
CHECKED:
A.A REVISION:
4
3
2
1
A202
5
C
e
A302
A301
6
W 9936 1557
9936
7632
9936
4500
10964
7611
150
10
9
8
Notes:
89425 9936
150
7
9936
5260
9936
8536
0
2620
6447
9936 150
6894
9936
150
6893
150
LEGENDS
9936
6725
150
4500
3448
5000
WALL TYPE LEGEND 400
2827
200
2800
200
2500
200
2500
2500
200
2500
200
2800
200
2827
400
1751
150 PRECAST CONCRETE PANEL 100 RIGID INSULATION 150 PRECAST CONCRETE PANEL
1.02
1.03
1.04
CON 02
CON 02
CON 02
WT03
WT02
WT02
D05 WT02
VIP
FIGURE SKATE OFFICE
SHORT TRACK OFFICE
ICE SKATING OFFICE
1.05
1.06
1.07
1.08
WT02
200
5300
200
5239
CON 02
CON 02
CON 02
CON 02
WT03
200
7560
200
5064
200
200
6322
DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL
RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL
7127
WT03 (DOUBLE GLAZED CURTAIN WALL) 8 LOW E TOUGHENED GLASS PANEL 15 ARGON GAS SPACE 8 LOW E TOUGHENED GLASS PANEL
WT02
400
B
12 PREMIER WOOD PANEL 130 PRECAST CONCRETE PANEL
WT02
375
WT02
D05
WT02
6 5 4 3 2 1
WT03
D05
5002
200
WT03
14 13 12 11 10 9 8 7
SCORE BOX
STRECH ROOM
D03
2300
D03
Ice Hockey Team Room
WT02
2300
D05
200
D03
WT02 (INTERNAL WALL)
200
19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 19 18 17 16 15
2000
400 DN
CON 02
1.08
DN
2300
9127
WT01 (EXTERNAL WALL)
2300
1946
DN
1946
CORRIDOR
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
200
2000
400
1751
A
200
6844
200
6843
200
6650
ICE 01 (MATERIAL UNDER ICE)
DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL
WT03
FLOOR TYPE LEGEND
WT03
30 ICE 120 CONCRETE SLAB 100 RIGIDED INSULATION 500 GRAVEL
CON 01 (MAIN HALL)
RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL
4055
2362
C
50 CONCRETE SLAB 5 WATER PROOF MEMBRANE 175 CONCRETE SLAB
CON 02 (PAINTED CONCRETE) 50 PAINTED CONCRETE SLAB 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB
DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 400X200. REFER TO MULLIAN DETAIL
8627
DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 400X200. REFER TO MULLIAN DETAIL
TIL 01 (TILED FLOOR) 600x1200 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB
TIL 02 (TOILET TILE) 600x600 PAINTED TILE 5 WATERPROOF MEMBRANE 175 CONCRETE SLAB
D
RUB 01 (CHANGEROOM FLOOR) 10 RUBBER SOFTFALL 5 WATERPROOF MEMBRANE 175 CONCRETE PANEL
8527
S
RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL
400x200 STAINLESS STEEL MULLION
26000
A
TYPE 01 (EXTERNAL CURTAIN WALL)
29000
A202
MULLIONS TYPE
A301
TYPE 02 (INTERNAL CURTAIN WALL)
E
300x100 STAINLESS STEEL MULLION
71636
TYPE 03 (CORNER CURTAIN WALL) 400x400 STAINLESS STEEL MULLION
A201
8727
N
DOUBLE GLAZING CURTAIN WALL AND STEEL MULLION TO BE FIXED ONTO CONCRETE WALL BELOW, REFER DETAIL
8627
F
60000
DOUBLE GLAZING CURTAIN WALL AND STEEL MULLION TO BE FIXED ONTO CONCRETE WALL BELOW, REFER DETAIL
G 77523 2616
MULLION TO BE PLACED 2300MM APART EXCEPT AT EDGE, REFER DIMENSION.
28107
7940
30511
2546
2292
3488
8627
MULLION TO BE PLACED 2300MM APART EXCEPT AT EDGE, REFER DIMENSION.
RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL
1 A301
RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL
RAIN WATER TO BE DRAINED VIA GRATE PIT, REFER TO GROUND FLOOR PLAN.SELF ADHESIVE WATERPROOF UNDERLAYMENT TO BE APPLIED ON THE DRAIN SHAFT, REFER TO DETAIL
H
REV
DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL
5000
2180
200
2500
2500
2660
21835
200
2500
200
2100
3612
200
2007
CON 02
WT02
2590
WT02
Food Store
D05 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
DN
D03
200
2000
1000 200 7930
2000
200
2007
200
2500
200
2500
2500
200
2500
200 3490
150
12336
150
4854
150
2355
150
4622
1830
3030
2242
124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com
2300 200
UP
WT02
150
1.11
11 12 13 14 15 16 17 18 19
2300
1.09
WT02
100
2900
1.10
D05
2400 100
2 3 4 5 6 7 8 9 10
1946
UP
CON 02
2900
MKNM Design Studio
400
1.01
4 3 2 1
WT03
3676
WT03
2500
2641
2900
RESTAURANT
762
GYM
700 200
100
1
KITCHEN
200
8 7 6 5
150
GYM EQUIPMENTS AND LAYOUT TO REFER GYM OWNER
2825
2400
1600 1572 400
2900
200
16 15 14 13 12 11 10 9
100
4500
2700
685
100
762 520
200
2300 200 2300 200 1946
DN
2900
WT03
1
11 12 13 14 15 16 17 18 19
100
2900
WT03
2 3 4 5 6 7 8 9 10
3190
200
2561
CLIENT:
City of Yarra ARCHITECT:
MKNM SITE:
60-88 Cremorne Street, Cremorne 3121.
400
TITLE:
5000
100
200
4500
2900
400
3623
100
3050
MEZZANINE FLOOR PLAN SCALE AT A0: DATE:
As indicated
1
Mezzanine 1 : 100
DATE
NORT H
I
2950
400
BY
Project Status
DOUBLE GLAZING CURTAIN WALL WITH STEEL MULLIANS 100X50. REFER TO MULLIAN DETAIL
2260
8627
400
DESCRIPTION
STATUS:
PROJECT NO:
20170808
DRAWN:
MKNM
08/15/17 DRAWING NO:
A103
CHECKED:
A.A. REVISION:
9936 1557 1726
4
3
2
1
9936
9936
A202 W
5
C
9936
9936 82868
645220 1240 300 1200
7
6
A302
9936
9936
10
9
8 9936
Notes:
9936
LEGENDS
5000 1480
1751 489
1280 220 1280 220
9127
1543
A
7127
B
8627
C
S
A202
8527
D
A A301
N
A201
8727
69886
E
8627
F
8627
G
1 A301
REV
H
DESCRIPTION
STATUS:
BY
DATE
Project Status
8627
MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com
CLIENT:
1368 220 1280 220 1280
I
NORT H
City of Yarra ARCHITECT:
MKNM SITE:
60-88 Cremorne Street, Cremorne 3121.
1
Roof
5000
4016
TITLE:
ROOF PLAN SCALE AT A0: DATE:
1 : 100 PROJECT NO:
1 : 100
20170808
DRAWN:
Author
08/15/17 DRAWING NO:
A105
CHECKED:
Checker REVISION:
1
2
3
9936
4
9936
WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL
5
9936
RAIN WATER TO BE DIRECTED TO DRAIN SHAFT, REFER TO GROUNDFLOOR PLAN AND DEATIL
C A302
89425
9936
TIMBER GRID SHELL STRUCTURE THICKNESS VARIES, REFER TO ROOF PLAN
e
6
A301
9936
7
8 9936
9936
Notes:
10
9936
TIMBER STRUCTURE TO BE JOINED BY INTERLOCKING SYSTEM, REFER TO DETAIL
MAIN ENTRANCE GLASS DOOR
DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL
9
LEGENDS
9936
TIMBER LENTLES TO FIX CURTAIN PANELS TO ROOF INSULATION, REFER TO DETAIL
ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL
17526
5200
STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION
Level 1
8500
6500
Mezzanine 3500 D01
D01
Ground Floor 0 1557
E
1262
2000
1400
2000
1240
5000
Elevation East 1 : 100
J
H
I
1
G
A301
F
E
A
D
A301
C
B
A
76636 8623
TIMBER GRID SHELL STRUCTURE THICKNESS VARIES, REFER TO ROOF PLAN
8627
RAIN WATER TO BE DIRECTED TO DRAIN SHAFT, REFER TO GROUNDFLOOR PLAN AND DEATIL
8627
8627
WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL
8727
DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL
8627
7127
TIMBER LENTLES TO FIX CURTAIN PANELS TO ROOF INSULATION, REFER TO DETAIL TIMBER STRUCTURE TO BE JOINED BY INTERLOCKING SYSTEM, REFER TO DETAIL
9127
ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL
16635
4247
STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION
8527
Level 1 6500 REV
DESCRIPTION
8400
STATUS:
BY
DATE
Project Status
Mezzanine 3500 MKNM Design Studio
D02
D02
124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com
D06 Ground Floor 0
5000
1906
1067 624
1751
CLIENT:
City of Yarra ARCHITECT:
N
Elevation North 1 : 100
MKNM SITE:
60-88 Cremorne Street, Cremorne 3121. TITLE:
ELEVATIONS 01 SCALE AT A0: DATE:
1 : 100 PROJECT NO:
20170808
DRAWN:
Author
08/15/17 DRAWING NO:
A201
CHECKED:
Checker REVISION:
A
B
C
A
D
A301
E
F
1
G
A301
H
I
Notes:
J
LEGENDS
76636
9127
7127
RAIN WATER TO BE DIRECTED TO DRAIN SHAFT, REFER TO GROUNDFLOOR PLAN AND DEATIL
8627
TIMBER LENTLES TO FIX CURTAIN PANELS TO ROOF INSULATION, REFER TO DETAIL
8527
8727
8627
WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL
MECHANICAL DOORS FOR ZAMBONI/EQUIPMENT/COMP RESSOR ROOMS
DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL
8627
8627
TIMBER STRUCTURE TO BE JOINED BY INTERLOCKING SYSTEM, REFER TO DETAIL
8623
ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL
TIMBER GRID SHELL STRUCTURE THICKNESS VARIES, REFER TO ROOF PLAN
Roof
STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION
16148
3600
21891
Level 1 6500 D07
D07
8400
D07
Mezzanine 3500
D02
Ground Floor 0 1751 1067 700
S
5860
2000
5944
5226
4000
700
4000
700
4000
2000
1830
3424
5000
Elevation South 1 : 100
10
9
8
7
e
C
6
A301
A302
5
4
3
2
1
89425 9936
RAIN WATER TO BE DIRECTED TO DRAIN SHAFT, REFER TO GROUNDFLOOR PLAN AND DEATIL
9936
WALL TYPE 01 TO BE RIGID INSULATION SANDWICHED CONCRETE PANEL 12M X 3.5M, REFER MANUFACTURE'S DETAIL
9936
9936
TIMBER GRID SHELL STRUCTURE THICKNESS VARIES, REFER TO ROOF PLAN
9936
DOUBLE GLAZED CURTAIN WALL 2.5M WIDE AND FIT TO TOP MULLION, REFER DETAIL
9936
TIMBER LENTLES TO FIX CURTAIN PANELS TO ROOF INSULATION, REFER TO DETAIL
9936
9936
TIMBER STRUCTURE TO BE JOINED BY INTERLOCKING SYSTEM, REFER TO DETAIL
9936
ROOF CLADDING TO BE ZINC TITANIUM FLAT LOCK SYSTEM TILE, REFER DETAIL STAINLESS STEEL MULLION 400MM X 200MM TO FIT TOP MULLION
Roof
16541
4232
21891
Level 1 6500
REV
DESCRIPTION
8400
STATUS:
BY
DATE
Project Status
Mezzanine MKNM Design Studio
3500
124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com
D02
Ground Floor 0 5000
1557
CLIENT:
City of Yarra ARCHITECT:
MKNM SITE:
W
Elevation West 1 : 100
60-88 Cremorne Street, Cremorne 3121. TITLE:
ELEVATIONS 02 SCALE AT A0: DATE:
1 : 100 PROJECT NO:
20170808
DRAWN:
Author
08/19/17 DRAWING NO:
A202
CHECKED:
Checker REVISION:
Notes:
LEGENDS
1
2
3
4
5
C
-
6
A302
---
7
8
9
10
89425 9936
9936
9936
9936
9936
9936
9936
9936
9936
ELZINC FLAT LOCK TYPE CLADDING - REFER TO DETAIL INTERLOCKED TIMBER STRUCTURE, REFER TO ROOF PLAN DRAIN SHAFT FOR STORM WATER DISCHARGE, REFER TO DETAIL
DOUBLE GLAZING CURTAIN WALL AND MULLIONS, REFER TO DETAIL
CONCRETE RETAINING WALL 500mm THICK, REFER TO DETAIL WT03
Level 1 6500
Mezzanine 3500 ZAMBONI ROOM
MAIN HALL
ICE RINK
MAIN HALL
0.12
1.44
0.01
1.44
Ground Floor 0
CONCRETE FOUNATATION AND GRATE PIT, REFER TO DEATIL
A
SECTION A 1 : 100
10
9
8
7
C
6
A302
5
4
3
2
1
89425 9936
9936
9936
9936
9936
9936
9936
9936
9936
DRAIN SHAFT FOR STORM WATER DISCHARGE, REFER TO DETAIL
CONCRETE RETAINING WALL 500mm THICK, REFER TO DETAIL
ELZINC FLAT LOCK TYPE CLADDING - REFER TO DETAIL
INTERLOCKED TIMBER STRUCTURE, REFER TO ROOF PLAN
1 A501
CONCRETE FOUNATATION AND GRATE PIT, REFER TO DEATIL
DOUBLE GLAZING CURTAIN WALL AND MULLIONS, REFER TO DETAIL Level 1 6500 REV
WT03
WT03
DESCRIPTION
STATUS:
BY
DATE
Project Status
Mezzanine 3500
WT02 D11
D05
D05
D05
D05
D03
MAIN HALL
SKATE AND MAINTENANCE
1.44
0.07
MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com
D05
D03
Ground Floor 0 CLIENT:
City of Yarra ARCHITECT:
MKNM SITE:
60-88 Cremorne Street, Cremorne 3121.
---
TITLE:
SECTIONS 01 SCALE AT A0: DATE:
1
SECTION B
1 : 100 PROJECT NO:
1 : 100
20170808
DRAWN:
Author
08/15/17 DRAWING NO:
A301
CHECKED:
Checker REVISION:
Notes:
LEGENDS
A
B
C
D
A
1
A301
A301
E
F
G
H
I
J
76636 9127
7127
8627
8527
8727
8627
8627
8627
ELZINC FLAT LOCK TYPE CLADDING - REFER TO DETAIL
8623
DRAIN SHAFT FOR STORM WATER DISCHARGE, REFER TO DETAIL
INTERLOCKED TIMBER STRUCTURE, REFER TO ROOF PLAN
CONCRETE RETAINING WALL 500mm THICK, REFER TO DETAIL
DOUBLE GLAZING CURTAIN WALL AND MULLIONS, REFER TO DETAIL
CONCRETE FOUNATATION AND GRATE PIT, REFER TO DEATIL
Level 1 6500
Mezzanine 3500 MAIN HALL
MAIN HALL 1.44
1.44 ICE RINK 0.01
Ground Floor 0
C
SECTION C 1 : 100
REV
DESCRIPTION
STATUS:
BY
DATE
Project Status
MKNM Design Studio 124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com
CLIENT:
City of Yarra ARCHITECT:
MKNM SITE:
60-88 Cremorne Street, Cremorne 3121. TITLE:
SECTIONS 02 SCALE AT A0: DATE:
1 : 100 PROJECT NO:
20170808
DRAWN:
Author
08/19/17 DRAWING NO:
A302
CHECKED:
Checker REVISION:
Notes: EL ZINC TILES 15MM X 15MM X 2MM
LEGENDS
PURLIN 300MM X 100MM
EL ZINC TILES 15MM X 15MM X 2MM
RIGID INSULATION 120MM
SELF-ADHESIVE WATERPROOF UNDERLAYMENT
PLYWOOD SUBSTRATE 18MM SERVICES CAVITY
RIGID INSULATION 120MM 39
300
BREATHER MEMBRANE CAVITY FOR ABUTTING JOINT
2 A506
TIMBER STRUCTURE
STEEL L BRACKET
COUNTERSUNK NAIL 50MM LONG
2
A506- DRAIN DETAIL 02 1:5
TIMBER STRUCTURE
DOOR 08- REFER TO PLAN DETAILS ACCESS TO DRAIN CAVITY FOR PERSONNEL ONLY
CONCRETE RETAINING WALL 500MM THICK
521
3000
3500
SELF-ADHESIVE WATERPROOF UNDERLAYMENT
200
405
SLAB 300MM THICK
SAND LAYER 200 MM
SELD-ADVESIVE WATER-ROOF MEMBRANE EXTENDS DOWN 405 MM IN DRAIN PIT.
EARTH
REV
DESCRIPTION
STATUS:
BY
DATE
Project Status
681
MKNM Design Studio
2807
124 La Trobe Street Melbourne, VIC 3000 (03) 9925 2000 (04) 01 555 978 www.mknmdesignstudio.com
METAL DRAIN GRATE CLIENT:
City of Yarra CONCRETE DRAIN PIT
ARCHITECT:
MKNM SITE:
60-88 Cremorne Street, Cremorne 3121. TITLE:
DRAIN DETAIL- SECTION 5900
SCALE AT A0: DATE:
As indicated
1
A506- DRAIN DETAIL 01 1 : 20
PROJECT NO:
20170808
DRAWN:
Author
10/10/17 DRAWING NO:
A506
CHECKED:
Checker REVISION: