PORTFOLIO ARNAB MAJUMDER | MASTER OF ARCHITECTURE
NIGHTINGALE QUEENSBERRY
Design Development in Revit with Spowers Architects
Page | 2
Page | 3
Disclaimer: This drawing and design is subject to copyright and may not be reproduced without prior written consent. Contractor to verify all dimensions on site before commencing work. Report all discrepencies to the Spowers prior to construction. Figured dimensions take precedence over scaled dimensions. Drawing Status
Design Development Revisions
KS EE M
5
Notes
NOTES - PLANS
E N LA
01. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH DRAWING: A102 COVER SHEET AND THE GENERAL NOTES CONTAINED THEREON. SITEWORKS AND DEMOLITION NOTES 01. DEMOLISH EXISTING KERBS, PATHWAYS, FENCES, UTILITIES, LANDSCAPE AS REQUIRED FOR NEW WORKS. ALLOW FOR THE RECONSTRUCTION AND REGRADING OF FOOTPATHS, KERBS, AND CHANNEL AND THE CONSTRUCTION OF NEW FOOTPATHS AND KERBS TO MATCH EXISTING TO THE SATISFACTION OF THE RESPONSIBLE AUTHORITY. OBTAIN ALL PERMITS AS NECESSARY AND PAY ALL FEES.
4 Title Boundary To ta lW Id th 18 45 0
3
02. DEMOLISH ALL INGROUND, STRUCTURES AND SERVICES AS NOTED ON THE SURVEY PLANS. SITE PLANER ENGINEERS DOCUMENTATION AS REQUIRED TO UNDERTAKE THE WORKS. THE CONTRACTOR SHALL ALLOW FOR ALL SERVICE TERMINATIONS, EXTENSION AND/OR RELOCATION REQUIRED TO UNDERTAKE THE WORKS. 03. HAZARDOUS MATERIALS SHALL BE REMOVED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES BY AN APPROVED SUB-CONTRACTOR UNDER SUPERVISION AND IN ACCORDANCE WITH RELEVANT STATUTORY AUTHORITY REQUIREMENTS AND THE EPA. REFER:'ENVIRONMENTAL SITE ASSESSMENT REPORT' NO 17002 AND CLASSIFICATION OF SOILS FOR OFFSITE DISPOSAL AND FURTHER 'GEOTECHNICAL SITE INVESTIGATION REPORT' NO 170048 BY HARDROCK GEOTECHINCAL PTY LTD. 04. MAKE GOOD TO ALL SURFACES, COMPONENTS AND ELEMENTS AFFECTED BY THE DEMOLITION AND ANCILLARY WORKS.
2
05. THE CONTRACTOR SHALL ALLOW FOR ALL EARTH WORKS NOMINATED IN CIVIL AND/OR STRUCTURAL DOCUMENTATION.
1
06. ALLOW FOR THE EXACAVATION AND GRADING OF SITE IN ACCORDANCE WITH CIVIL AND/OR STRUCTURAL DOCUMENTATION. 07. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF EXISTING COUNCIL ASSET, PROTECTION OR REINSTATEMENT OF BOUNDARY FENCES. EXISTING PRIVATE ASSETS, INCLUDING: PARKING TICKET MACHINES, SIGNAGE, LIGHT POLES AND FITMENTS SHALL BE REMOVED AND DELIVERED TO THE PRINCIPAL AT A LOCATION NOMINATED ON CAMPUS.
62 00
09. THE CONTRACTOR SHALL COMPLETE A DILAPIDATION SURVEY OF ADJACENT BUILDING ON SITE PRIOR TO THE COMMENCEMENT OF WORKS. A COPY OF THIS SURVEY SHALL BE SUBMITTED TO THE SUPERINTENDENT. THE CONTRACTOR SHALL MONITOR ADJACENT PROPERTIES AND NOTIFY THE SUPERINDENT OF ANY DEVELOPMENT.
59 00
A
08. THE CONTRACTOR SHALL COMPLETE FULL SERVICE DETECTION OF INGROUND SERVICES PRIOR TO THE COMMENCMENT OF WORKS. A COMPLETE SET OF SURVEY DETECTION RECORDS SHALL BE SUBMITTED TO THE SUPERINTENDENT.
85 00 60 50 59 00
C
Le ng th
Sheet List (S ET
O UT
O
F
KE R
Sheet Number
Sheet Name
A101 A102 A103 A104 A105 A106 A107 A108 A109 A110 A111 A112
Site Plan Project Overview Architectural - Ground Floor Architectural - First Floor Reflected Ceiling Plan - Ground Floor Reflected Ceiling Plan - First Floor Buiilding Elevations (West) Building Elevation (South) Buiilding Section 1 - Lower levels only Buiilding Section 2 - Lower levels only Detailed Wall Section - Lower levels only Schedules
B)
13 00
27 50
ST R EE T
Spowers Architects 1/460 Collins Street Melbourne VIC 3000
LI N E
T EE R ST
NORTH Client
TR AM
E
PE EL
Y R ER SB N EE U Q
Title Boundary
D
Project
Nightingale Queensberry Street 341-347 Queensberry Street, North Melbourne, VIC 3051 Drawing
Site Plan
Drawn
Checked
Author
SL
RM
Job Number
Date
Scale
0001
Issue Date
Drawing Number
A101
Approved
1 : 100 Revision
Revit Training with Spowers Architects
To ta l
Nightingale Queensberry
20 55 0
99 75
(S ET O
UT
O F
B
11. THE CONTRACTOR SHALL MAINTAIN THE PUBLIC ACCESS AND OPERATION OF BUILDINGS ADJACENT TO THE SITE DURING THE CONSTRUCTION PERIOD AND PROVIDE NECESSARY SAFETY AND PROTECTION REQUIREMENT INCLUDING TRAFFIC MANAGEMENT SERVICES AS REQUIRED BY RELEVANT STATUTORY AUTHORITIES.
52 00 51 00
KE R B)
10. SITE ENVIRONMENTAL MANAGEMENT PLANS, OH&S SITE MANAGEMENT PLAN AND TRAFFIC MANAGMENT PLAN SHALL BE SUBMITTED BY THE CONTRACTOR PRIOR TO THE COMMENCMENT OF WORKS.
7/09/2020 5:38:04 AM
Disclaimer: This drawing and design is subject to copyright and may not be reproduced without prior written consent. Contractor to verify all dimensions on site before commencing work. Report all discrepencies to the Spowers prior to construction. Figured dimensions take precedence over scaled dimensions. Drawing Status
Design Development Revisions
Notes
Sheet List Sheet Number
Sheet Name
A101 A102 A103 A104 A105 A106 A107 A108 A109 A110 A111 A112
Site Plan Project Overview Architectural - Ground Floor Architectural - First Floor Reflected Ceiling Plan - Ground Floor Reflected Ceiling Plan - First Floor Buiilding Elevations (West) Building Elevation (South) Buiilding Section 1 - Lower levels only Buiilding Section 2 - Lower levels only Detailed Wall Section - Lower levels only Schedules
TERRACE LEVEL COMMUNAL KITCHEN COMMUNL LAUNDRY TERRACE GARDEN
Communal Kitchen + Seating Total Area : 40 Sqm
4 Pack (4m X 4m) Total Area : 16 Sqm
2 Bedroom Unit Total Area : 60 Sqm
Tree House 2 Total Area : 40 Sqm
RESIDENTIAL BLOCKS INNOVATIVE SMALLFOOT - PRINT LIVING UNITS + TRADITIONAL 2 & 3 BEDROOM APARTMENTS COMMUNAL AREA
Tree House Total Area : 22 - 25 Sqm
3 Bedroom Unit Total Area : 75 Sqm
Client
COMMERCIAL BLOCK
Spowers Architects 1/460 Collins Street Melbourne VIC 3000
FOOD COURT + COFFEE SHOP OFFICE SPACES COMMUNAL SEATING
Retail Tenancy 2
Project
Nightingale Queensberry Street 341-347 Queensberry Street, North Melbourne, VIC 3051 Drawing
Project Overview
Retail Tenancy 1
Drawn
Checked
AM
SL
RM
Job Number
Date
Scale
0001
Issue Date
Drawing Number
Only the Lower levels are considered for Design Documentation
A102
Approved
Revision
Revit Training with Spowers Architects
Outdoor Seating
Nightingale Queensberry
Office floor plate
7/09/2020 5:38:14 AM
Disclaimer: This drawing and design is subject to copyright and may not be reproduced without prior written consent. Contractor to verify all dimensions on site before commencing work. Report all discrepencies to the Spowers prior to construction. Figured dimensions take precedence over scaled dimensions.
2
1
1
3
4
A109
Drawing Status
5
Design Development
18540 (Total Building Width) 1300 C/C
5900 C/C 7500 Total 1750 Clear
1000 Clear
1500
5900 C/C 6150 Total
2701
2100 Clear
Revisions
R1
07/09/2020 Internal Wall lines changed
5560
425
2300 Clear
5100 C/C 4800 (Lightwell Void)
102
BW1 WC
Storage
112
101
850 1150
01. DRAWINGS TO BE READ IN CONJUNCTION WITH SCHEDULES & SPECIFICATIONS.
AW1
D.101.1
G = 250 T = 190
W2
02. DRAWING TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEER'S AND SERVICES ENGINEER'S DRAWINGS. 03. ALL SERVICE CONDUITS/PIPES (ELECTRICAL & HYDRAULIC) TO BE CONCEALED WITHIN WALL FRAMING OR SLAB. CONTRACTOR TO SUBMIT SHOP DRAWINGS WITH COORDINATED LOCATIONS OF SERVICE PENETRATIONS & CONDUITS.
Resident's Storage + Bike parking
2400
114 850
6200 C/C
NOTES - PLANS
Landscaped Garden
PC1
SW1
Notes
BA1
CS1
CS1
10
BOH (Kitchen)
9
1150
05. PROVIDE REINFORCING TO ALL STUD WALLS SUPPORTING JOINERY, FITTINGS, FIXTURES, A/V SCREENS & PINBOARD LOCATIONS (COORDINATED WITH FITOUT DRAWINGS).
PC1
8
103
04. ALL SERVICE PENETRATIONS THROUGH FIRE/SMOKE RATED ELEMENTS ARE REQUIRED TO BE PROTECTED IN ACCORDANCE WITH BCA C3.15 (A TESTED PENETRATION PROTECTION SYSTEM).
6200
Air lock
D.114.2
D.102.1
1150
BW1 W1
D.112.1
A
06. FLOOR FINISHES UNDER JOINERY (TO RECESSES) NOT SHOWN FOR CLARITY. EXTENT OF FLOOR FINISH TO JOINERY KICKER AND/OR ALL EXPOSED FLOOR UNDER JOINERY (I.E. UNDERSIDE OF OVERHEAD SHELVES, UNDER DESK).
7
W3
Unisex DDA Toilet
6
110
5
07. ALLOW SS. FLOOR ANGLE FOR ALL FLOOR FINISHES JUNCTION INTERNALLY & FLOOR TO WALL JUNCTIONS WITH NO SKIRTING.
4
2
D.110.1
1000 Clear
W4
D.103.1
D.114.1
1285
1150
BW3
DN
1
1150
W5
Lift Lobby
CS1
109
PC1
G6
D.104.1
1700 Clear
2500
850
G5
Concierge + Postal Collection
3 m² 3 m² 19 m² 48 m² 10 m² 95 m² 43 m² 5 m² 30 m² 5 m² 9 m² 2 m² 7 m² 30 m² 311 m²
W17
108
W15
D.109.1
Room Area
Storage Air lock BOH (Kitchen) Tenancy 1 Landscape Outdoor Seating Tenancy 2 Concierge + Postal Collection Lift Lobby Unisex DDA Toilet Garbage Collection WC Landscape Garden Resident's Storage + Bike parking
111
BW3
PC1
W6
Room Name
101 102 103 104 105 106 107 108 109 110 111 112 113 114
Garbage Collection
900 Clear
D.108.1
900 Clear
1150
20550 Total Building Length
5200 C/C
1
3000 Min.
104 A110
2000 Total
D.109.2
Tenancy 1
1700 Clear
850
D.109.3 920 Clear 900 Clear
Room Schedule Ground Floor Room Number
D.111.2
UP
5200
BW1
B
D.111.1
850
3
W16 BW2
C 850
1000
510
920
920
3315
Resident's Entry 3690
G4
00
6050
39
1150
Landscape Outdoor Seating 106
850 1150
1500 C
urve
107
325
D
G4
Tenancy 2
G4
BW5
G2
BW5
ve Cur
00 15
BW5
G1
0 280
te Si at ck he C
E
NORTH 2750
ck he C
2750 C/C
0° 45.0
G3 Client
Spowers Architects 1/460 Collins Street Melbourne VIC 3000
D.107.1
Project
Nightingale Queensberry Street 341-347 Queensberry Street, North Melbourne, VIC 3051
te si at
4000 Street Frontage
45.0 0°
Drawing
562
1000
1000
1000
1000
1000
1000
1000
1000
6250 Clear
1000 (Approx)
Architectural - Ground Floor
Isometric View of Staiircase hand rails in compliance with BCA and NCC
Drawn
Checked
AM
SL
RM
Job Number
Date
Scale
0001
Issue Date
Drawing Number
A103
Approved
1 : 50 Revision
R1
Revit Training with Spowers Architects
105
Nightingale Queensberry
6050 C/C
850
BW5
KONE N Monospace 16 Pax (1200kgs) 1400 X 1940
Min
1150
2130
KONE N Monospace 8 Pax (630kgs) 1100 X 1400
7/09/2020 5:38:17 AM
Disclaimer: This drawing and design is subject to copyright and may not be reproduced without prior written consent. Contractor to verify all dimensions on site before commencing work. Report all discrepencies to the Spowers prior to construction. Figured dimensions take precedence over scaled dimensions.
2
1
1
3
4
A109
Drawing Status
5
Design Development Revisions
18450 1300
5900
R2
5100
06/09/2020 Mullion Fixed
5900
600
A 1150
BW1
BW1
Notes
W9
NOTES - PLANS
G17
Void to Below
02. DRAWING TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEER'S AND SERVICES ENGINEER'S DRAWINGS.
206
PC1
GP1
204
05. PROVIDE REINFORCING TO ALL STUD WALLS SUPPORTING JOINERY, FITTINGS, FIXTURES, A/V SCREENS & PINBOARD LOCATIONS (COORDINATED WITH FITOUT DRAWINGS).
GP1
D.206.1 3000 Min.
3100 Total
1150
Unisex DDA Toilet
04. ALL SERVICE PENETRATIONS THROUGH FIRE/SMOKE RATED ELEMENTS ARE REQUIRED TO BE PROTECTED IN ACCORDANCE WITH BCA C3.15 (A TESTED PENETRATION PROTECTION SYSTEM).
06. FLOOR FINISHES UNDER JOINERY (TO RECESSES) NOT SHOWN FOR CLARITY. EXTENT OF FLOOR FINISH TO JOINERY KICKER AND/OR ALL EXPOSED FLOOR UNDER JOINERY (I.E. UNDERSIDE OF OVERHEAD SHELVES, UNDER DESK). 07. ALLOW SS. FLOOR ANGLE FOR ALL FLOOR FINISHES JUNCTION INTERNALLY & FLOOR TO WALL JUNCTIONS WITH NO SKIRTING.
G17
850
W11
6200
2400 Total
5600
G8
03. ALL SERVICE CONDUITS/PIPES (ELECTRICAL & HYDRAULIC) TO BE CONCEALED WITHIN WALL FRAMING OR SLAB. CONTRACTOR TO SUBMIT SHOP DRAWINGS WITH COORDINATED LOCATIONS OF SERVICE PENETRATIONS & CONDUITS.
Directors Cabin 3650 Min.
6000 Min.
W10
G16 CS1
1150
G = 250 T = 190
850
6200
850
01. DRAWINGS TO BE READ IN CONJUNCTION WITH SCHEDULES & SPECIFICATIONS.
900 Clear
3100 Clear
4800
206 207
900 Clear
Room Name
Room Area
Common office cabin with 20 Workstations Conference Room Lift Lobby Unisex DDA Toilet Executive Cabin with 8 workstations Directors Cabin Office Terrace
66 m² 28 m² 11 m² 5 m² 43 m² 22 m² 57 m² 232 m²
5200
203
202 203 204 205
5225
201
CS1 D.203.3
1150
W13
201
Lift Lobby D.203.1
20550 Total Building Length
5200
PC1
205
CS1
G19
Conference Room
850
Executive Cabin with 8 workstations
D.207.1
202
1075
3500 Total
1075
1150
5350 Total
1360
W14
C
BW4 2500
1150
GP1
850 Clear
850
D.202.1 1700 From Grid
A110
G21
G22 3500 From Grid line
850
Common office cabin with 20 Workstations
D.203.2
Number
D.204.1
G20
W12
1275
1150
UP
1
Room Schedule First Floor
400
BW1
B
KONE N Monospace 8 Pax (630kgs) 1100 X 1400
BA1
6050
G 10
KONE N Monospace 16 Pax (1200kgs) 1400 X 1940
4590
1150 850
6050
850
G9
BW5
1990
te Si at
2750
ck he C
Spowers Architects 1/460 Collins Street Melbourne VIC 3000 00 15
610
BW5 Project
ck he C
Nightingale Queensberry Street 341-347 Queensberry Street, North Melbourne, VIC 3051
te si at
45.0 0°
562
1000
1000
1000
1000
1000
1000
1000
1000
6250 Clear
1000 (Approx)
2250 Overhang
2750
0° 45.0
E
NORTH Client
Drawing
Architectural - First Floor
Isometric View of DDA Toilets and Office Space in compliance with AS 1428.1
Drawn
Checked
AM
SL
RM
Job Number
Date
Scale
0001
Issue Date
Drawing Number
A104
Approved
1 : 50 Revision
R2
Revit Training with Spowers Architects
600
325
D
207
Nightingale Queensberry
1150
Office Terrace Void to Below
7/09/2020 5:38:20 AM
Disclaimer: This drawing and design is subject to copyright and may not be reproduced without prior written consent. Contractor to verify all dimensions on site before commencing work. Report all discrepencies to the Spowers prior to construction. Figured dimensions take precedence over scaled dimensions.
2
1
3
1
4
A109
LEGEND - CEILING PLAN
5
D-1
(D-1) 60VA RECESSED L.E.D LIGHTING
D-2
(D-2) 120VA RECESSED L.E.D LIGHTING
Drawing Status
Design Development Revisions
18450 Total Building Width 1300
5900
1100
1215
EQ
EQ
5100 EQ
EQ
EQ
5900
A
D-1
EQ
1050 2000
D-2
1100
D-1
450 D-1
EQ EQ
EQ D-1
EQ EQ
D-2
D-2
D-2
D-2
D-2
Pbd AFL 2750
Pbd AFL 2750 D-1
D-1
D-1
Pbd AFL 2750
EQ
D-2
1425 D-1
EQ
20550 Total Building Length
Pbd AFL 2750
1565
D-1
D-2
D-2
EQ D-1
EQ
D-2
5200
D-2
01. DRAWINGS TO BE READ IN CONJUNCTION WITH SCHEDULES & SPECIFICATIONS. DIMENSIONS SETOUT TO BE PROVIDED PRIOR TO INSTALLATION.
1100
EQ
EQ
EQ
1000 Min.
1850 From Wall EQ
1
PLASTERBOARD
03. ALL SERVICE CONDUITS/PIPES (ELECTRICAL & HYDRAULIC) TO BE CONCEALED WITHIN WALL FRAMING OR SLAB. CONTRACTOR TO SUBMIT SHOP DRAWINGS WITH COORDINATED LOCATIONS OF SERVICE PENETRATIONS & CONDUITS.
D-1
Pbd AFL 2750 450 D-1
B
A110
Pbd
EQ
D-1
D-2
Notes
NOTES - PLANS
D-1
D-1
1000
D-2
CEILING MOUNTED FEATURE LIGHT
04. ALL SERVICE PENETRATIONS THROUGH FIRE/SMOKE RATED ELEMENTS ARE REQUIRED TO BE PROTECTED IN ACCORDANCE WITH BCA C3.15 (A TESTED PENETRATION PROTECTION SYSTEM).
EQ
Pbd AFL 2750 D-2
(T-14) 80VA LINEAR BOX 1' X 2' CEILING LIGHT
1425
1000
D-1
1000
D-2
T-14
02. DRAWING TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEER'S AND SERVICES ENGINEER'S DRAWINGS.
6200
D-2
2710
D-1
Void
1000
D-2
D-1
(D-3) 40VA LINEAR BOX 2' X 2' CEILING LIGHT
EQ
1000
1525 D-1
D-3 EQ
1565
D-1
1465
1060
C 2200 From End of Ceiling D-2
D-2
6050
D-2
Pbd AFL 2750
2750
NORTH Client
Spowers Architects 1/460 Collins Street Melbourne VIC 3000 Project
E
Nightingale Queensberry Street 341-347 Queensberry Street, North Melbourne, VIC 3051 Drawing
Reflected Ceiling Plan - Ground Floor
Drawn
Checked
AM
SL
RM
Job Number
Date
Scale
0001
Issue Date
Drawing Number
A105
Approved
1 : 50 Revision
Revit Training with Spowers Architects
D
Nightingale Queensberry
LED Ceiling Strips 30W 120V Void
7/09/2020 5:38:21 AM
Disclaimer: This drawing and design is subject to copyright and may not be reproduced without prior written consent. Contractor to verify all dimensions on site before commencing work. Report all discrepencies to the Spowers prior to construction. Figured dimensions take precedence over scaled dimensions.
2
1
3
1
4
A109
5
LEGEND - CEILING PLAN D-1
(D-1) 60VA RECESSED L.E.D LIGHTING
D-2
(D-2) 120VA RECESSED L.E.D LIGHTING
Drawing Status
Design Development Revisions
18450 Total Building Width 1300
5900
5100
A T-14
EQ
EQ
EQ
EQ
1700
D-2
(T-14) 80VA LINEAR BOX 1' X 2' CEILING LIGHT
CEILING MOUNTED FEATURE LIGHT
Notes
01. DRAWINGS TO BE READ IN CONJUNCTION WITH SCHEDULES & SPECIFICATIONS.DIMENSIONS SETOUT TO BE PROVIDED PRIOR TO INSTALLATION.
03. ALL SERVICE CONDUITS/PIPES (ELECTRICAL & HYDRAULIC) TO BE CONCEALED WITHIN WALL FRAMING OR SLAB. CONTRACTOR TO SUBMIT SHOP DRAWINGS WITH COORDINATED LOCATIONS OF SERVICE PENETRATIONS & CONDUITS.
D-2
D-2
1160
04. ALL SERVICE PENETRATIONS THROUGH FIRE/SMOKE RATED ELEMENTS ARE REQUIRED TO BE PROTECTED IN ACCORDANCE WITH BCA C3.15 (A TESTED PENETRATION PROTECTION SYSTEM).
900 Min.
T-14
PLASTERBOARD
02. DRAWING TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEER'S AND SERVICES ENGINEER'S DRAWINGS.
Pbd AFL 2750
D-2
T-14 D-2
1700
D-1
T-14 D-2
T-14
1700
D-2
Pbd AFL 2750
T-14 D-2
EQ
D-2
B
T-14
1200
D-2
Pbd AFL 2750
D-2
(D-3) 40VA LINEAR BOX 2' X 2' CEILING LIGHT
Pbd
Void
T-14 D-2
06/09/2020 RCP Fixed
NOTES - PLANS
1650 Clear
T-14
6200
3150
D-3
D-2
1700
EQ
1200
T-14 D-2
R3
5900
Pbd AFL 2750
Pbd AFL 2750 D-1
D-1 D-2
T-14
D-2
T-14
T-14
EQ
D-2
2900 Min.
1000
1700
D-2
D-1
D-1
EQ
5200
T-14
Pbd AFL 2750
Pbd AFL ? 2750
T-14 D-2
385
D-2
D-2
D-2 T-14
D-2
D-2
1250 Min.
D-2
Pbd AFL 2750
EQ
EQ
3000 Min.
20550 Total Building Length
A110
EQ
1
1525
C
D-2
D-2
D-1
D-1
D-1
1500
325
D-2
6050
LED Ceiling Strips 30W 120V
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-1
D-1
1500
D-1
D-1
D-1
D-1
D-1
D-1
2750
1500
D-1
D-1
D-1
D-1
NORTH Client
Spowers Architects 1/460 Collins Street Melbourne VIC 3000
D-1
Pbd AFL 2750 Project
E
Nightingale Queensberry Street 341-347 Queensberry Street, North Melbourne, VIC 3051 Drawing
Reflected Ceiling Plan - First Floor
Drawn
Checked
AM
SL
RM
Job Number
Date
Scale
0001
Issue Date
Drawing Number
A106
Approved
1 : 50 Revision
R3
Revit Training with Spowers Architects
D
Nightingale Queensberry
1500
D-1
7/09/2020 5:38:22 AM
Disclaimer: This drawing and design is subject to copyright and may not be reproduced without prior written consent. Contractor to verify all dimensions on site before commencing work. Report all discrepencies to the Spowers prior to construction. Figured dimensions take precedence over scaled dimensions. Drawing Status
Design Development Revisions
R4
06/09/2020 Wall Tagged + Full Elevations
Notes
External Wall Finish Schedule BT-1
Brick Vineer Cladding
Lower Levels are considered for Design Development
A
1
B
C
A110
5200
6050
E 2750
BT-1
BT-1
2450
2450
2000
6200
D
BT-1
BT-1
BT-1
BT-1
BT-1
G+2 Structural Slab Level
W11
W12
W13
W14
BT-1 3750
1575
1000
G+1 Structural Slab Level
Client
Spowers Architects 1/460 Collins Street Melbourne VIC 3000
Nightingale Queensberry Street 341-347 Queensberry Street, North Melbourne, VIC 3051
3500
1925 450
2450
Project
Drawing
W1
W2
W3
W4
W5
W6
Buiilding Elevations (West)
G Structural Slab Level 250
Drawn
Checked
AM
SL
RM
Job Number
Date
Scale
0001
Issue Date
Drawing Number
A107
Approved
1 : 50 Revision
R4
Revit Training with Spowers Architects
W10
Nightingale Queensberry
2500
W9
8400
1475
3500
525
7250
7/09/2020 5:38:26 AM
Disclaimer: This drawing and design is subject to copyright and may not be reproduced without prior written consent. Contractor to verify all dimensions on site before commencing work. Report all discrepencies to the Spowers prior to construction. Figured dimensions take precedence over scaled dimensions. Drawing Status
Design Development Revisions
R4
06/09/2020 Wall Tagged + Full Elevations
Notes
External Wall Finish Schedule BT-1
Brick Vineer Cladding
Lower Levels are considered for Design Development
2
1
4
A109
5900
5
5100
5900
3050
2000
1300
3
BT-1
BT-1
BT-1
BT-1
BT-1
1400
1
G+2 Structural Slab Level
BT-1 G+1 Structural Slab Level
5950
3750
Client
Spowers Architects 1/460 Collins Street Melbourne VIC 3000
Nightingale Queensberry Street 341-347 Queensberry Street, North Melbourne, VIC 3051
3500
3500
Project
G2
Drawing
D.107.1
Building Elevation (South)
G Structural Slab Level 250
Drawn
Checked
AM
SL
RM
Job Number
Date
Scale
0001
Issue Date
Drawing Number
A108
Approved
1 : 50 Revision
R4
Revit Training with Spowers Architects
BT-1
Nightingale Queensberry
3500
9000
3500
7250
7/09/2020 5:38:29 AM
Disclaimer: This drawing and design is subject to copyright and may not be reproduced without prior written consent. Contractor to verify all dimensions on site before commencing work. Report all discrepencies to the Spowers prior to construction. Figured dimensions take precedence over scaled dimensions. Drawing Status
Design Development Revisions
R5
06/09/2020 Full Section Considered
Notes
A
B
1
C
A110
D
E
5200
6050
2750
1400
6200
2000
20550 Total Builing Length
G+2 Structural Slab Level
D.203.3
3750
3500
1900 Overhang
G4
Client
Spowers Architects 1/460 Collins Street Melbourne VIC 3000 G Structural Slab Level 250
Project
Nightingale Queensberry Street 341-347 Queensberry Street, North Melbourne, VIC 3051 Drawing
Buiilding Section 1 - Lower levels only
1
Section 1 1 : 50
Lower Levels are considered for Design Development
Drawn
Checked
Author
Checker
Job Number
Date
0001
Issue Date
Drawing Number
A109
Approved
Approver Scale
1 : 50 Revision
R5
Revit Training with Spowers Architects
G+1 Structural Slab Level
Nightingale Queensberry
8400 Total Height
9000
3500
7250
7/09/2020 5:38:33 AM
Disclaimer: This drawing and design is subject to copyright and may not be reproduced without prior written consent. Contractor to verify all dimensions on site before commencing work. Report all discrepencies to the Spowers prior to construction. Figured dimensions take precedence over scaled dimensions. Drawing Status
Design Development Revisions
R5
06/09/2020 Full Section Considered
Notes
1
1
2
3
1
4
A109
5
A111
18450 Total Building Width 5900
5100
5900
1400
1400
1300
G+2 Structural Slab Level
3500
1300
3750
Client
2200
Spowers Architects 1/460 Collins Street Melbourne VIC 3000 Project
G Structural Slab Level 250
Nightingale Queensberry Street 341-347 Queensberry Street, North Melbourne, VIC 3051 Drawing
Buiilding Section 2 - Lower levels only
1
Section 2 1 : 50
Lower Levels are considered for Design Development
Drawn
Checked
AM
SL
RM
Job Number
Date
Scale
0001
Issue Date
Drawing Number
A110
Approved
1 : 50 Revision
R5
Revit Training with Spowers Architects
G+1 Structural Slab Level
Nightingale Queensberry
8400 Total Height 2200
3500
1200
7250
7/09/2020 5:38:35 AM
1
Disclaimer: This drawing and design is subject to copyright and may not be reproduced without prior written consent. Contractor to verify all dimensions on site before commencing work. Report all discrepencies to the Spowers prior to construction. Figured dimensions take precedence over scaled dimensions.
2
1400 Clear
GEBERIT PLUVIA SIPHONIC DRAINAGE FLAT ROOF SYSTEM WITH 600 WIDE PAPARPET SOAKER
1400 FROM FINISHED FLOOR
PARAPET CAPPING TO MATCH ADJOINING WALL CLADDING. ALLOW PACKER UNDER TO MATCH FALL (TYPICAL)
Drawing Status
Design Development Revisions
SELECT METAL CLADDING AS SPECIFIED. PROVIDE TIMBER SUPPORT TO MANUFACTURERS RECOMMENDATIONS. ALL ADJOINING FLASHINGS TO MATCH. TERRACE FINISH WITH SUPPORT TO MANUFACTURERS RECOMMENDATION. 3mm APP MEMBRANE SYSTEM (TORCHED ON) WITH SLAB Notes
G+ 2 Finished Floor Level 7350 G+2 Structural Slab Level
1200
750 Depth
OVERFLOW POP
SELECT BRICK VINEER CLADDING AS SPECIFIED. PROVIDE METAL SUPPORT TO MANUFACTURERS RECOMMENDATIONS. ALL ADJOINING FLASHINGS TO MATCH
7250
STRUCTURAL CONCRETE MEMBERS TO ENGINEERS DETAILS
90mm THICK R2.7 GLASSWOOL CEILING BATT INSULATION (32Kg/m3) TESTED TO AS1530.1-1994. COMBINED DEATH R VALUE TO ACHIEVE 3.2.
ALUMINIUM DOUBLE GLAZED WINDOWS AS SPECIFIED
2200
2150 Clear
W13
2750 Clear height
750
KNAUF KSW 478 FIRE RATED WALL SYSTEM TO ACHIEVE 90/90/90 FRL. ENSURE CONTINUED FIRE PERIMETER BETWEEN CEILING & WALL. PROVIDE VERTICAL TOP HATS WITH METAL SHEET CLADDING (FIXED HORIZONTAL) TO EXTERNAL FACE
FLOOR FINISH TO INTERIOR DESIGN SCHEDULE ON ACOUSTIC BACKING
G+1 Finished Floor Level 3850
1350 Clear
750 Depth
G+1 Structural Slab Level 3750 STRUCTURAL CONCRETE MEMBERS TO ENGINEERS DETAILS
PROPRIETARY SUSPENDED CEILING SYSTEM. CONTRACTOR TO ENSURE SMOKE SEPARATION BETWEEN GROUND FLOOR PLANT AREAS
FLOOR FINISH TO INTERIOR DESIGN SCHEDULE
150 From ground
ALLOW FOR REBATED EXPANSION JOINT COVER BETWEEN TWO SLABS TO ENSURE FLUSH "NO BUMP" INSTALLATION
G Finished Floor Level 350 G Structural Slab Level 250 STRUCTURAL CONCRETE SLAB TO ENGINEERS DETAILS
WATERPROOF MEMBRANE AND UNDERSLAB INSULATION BITUMINOUS CANITE (EXPANSION JOINT)
Spowers Architects 1/460 Collins Street Melbourne VIC 3000 Project
Nightingale Queensberry Street 341-347 Queensberry Street, North Melbourne, VIC 3051 Drawing
STRUCTURAL CONCRETE PAD FOOTING TO ENGINEERS DETAILS
1
Client
Wall Section 1 : 20
Detailed Wall Section - Lower levels only
Drawn
Checked
AM
SL
RM
Job Number
Date
Scale
0001
Issue Date
Drawing Number
A111
Approved
1 : 20 Revision
Revit Training with Spowers Architects
2150 Clear
2300
W5
Nightingale Queensberry
ALUMINIUM DOUBLE GLAZED WINDOWS ARE SPECIFIED
2750 Clear height
750
7/09/2020 5:38:38 AM
Door Schedule Mark
Level
Type
Width
Height
Fire Rating
D.101.1 D.102.1 D.103.1 D.104.1 D.107.1 D.108.1 D.109.1 D.109.2 D.109.3 D.110.1 D.111.1 D.111.2 D.112.1 D.114.1 D.114.2 D.202.1 D.203.1 D.203.2 D.203.3 D.204.1 D.206.1 D.207.1
G Structural Slab Level G Structural Slab Level G Structural Slab Level G Structural Slab Level G Structural Slab Level G Structural Slab Level G Structural Slab Level G Structural Slab Level G Structural Slab Level G Structural Slab Level G Structural Slab Level G Structural Slab Level G Structural Slab Level G Structural Slab Level G Structural Slab Level G+1 Structural Slab Level G+1 Structural Slab Level G+1 Structural Slab Level G+1 Structural Slab Level G+1 Structural Slab Level G+1 Structural Slab Level G+1 Structural Slab Level
0915 x 2134mm 0813 x 2134mm 0915 x 2134mm Double Door, Active-Fixed Double Door, Active-Fixed 0762 x 2134mm 48" x 96" 48" x 96" Double Door, Active-Fixed 0915 x 2134mm Door-Passage-Single-Two_Lite_Narrow Door-Passage-Single-Two_Lite_Narrow 0813 x 2134mm Door-Passage-Single-Two_Lite_Narrow 96" x 84" Double Door, Active-Fixed 42" x 96" Double Door, Active-Fixed 42" x 96" 0915 x 2134mm Double Door, Active-Fixed Double Door, Active-Fixed
915 813 915 1780 1430 762 1219 1219 1755 915 914 914 813 914 2438 1900 1067 2095 1067 915 1875 2050
2134 2134 2134 2640 2740 2134 2438 2438 2740 2134 2134 2134 2134 2134 2134 2740 2438 2740 2438 2134 2740 2740
60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes 60-90 Minutes
Frame Material
Disclaimer: This drawing and design is subject to copyright and may not be reproduced without prior written consent. Contractor to verify all dimensions on site before commencing work. Report all discrepencies to the Spowers prior to construction. Figured dimensions take precedence over scaled dimensions. Drawing Status
Revisions
Metal - TGP - Steel - Paint Finish Metal - TGP - Steel - Paint Finish
Metal - TGP - Steel - Paint Finish Notes
Sheet List Sheet Number
Sheet Name
A101 A102 A103 A104 A105 A106 A107 A108 A109 A110 A111 A112
Site Plan Project Overview Architectural - Ground Floor Architectural - First Floor Reflected Ceiling Plan - Ground Floor Reflected Ceiling Plan - First Floor Buiilding Elevations (West) Building Elevation (South) Buiilding Section 1 - Lower levels only Buiilding Section 2 - Lower levels only Detailed Wall Section - Lower levels only Schedules
Metal - TGP - Steel - Paint Finish Metal - TGP - Steel - Paint Finish
Metal - TGP - Steel - Paint Finish Metal - TGP - Steel - Paint Finish
Type
Width
Head Height
Sill Height
Count
Thermal Resistance (R)
Type Mark
Type
W1 W2 W3 W4 W5 W6 W9 W10 W11 W12 W13 W14 W15 W16 W17
1000 x 2200 1000 x 2200 1000 x 2200 1000 x 2200 1000 x 2200 1000 x 2200 1000 x 2200 1000 x 2200 1000 x 2200 1000 x 2200 1000 x 2200 1000 x 2200 0610 x 1220mm 0610 x 1220mm 0610 x 1220mm
1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 610 610 610
2300 2300 2300 2300 2300 2300 2300 2300 2300 2300 2300 2300 2135 2135 2135
100 100 100 100 100 100 100 100 100 100 100 100 915 915 915
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W
AW1 BW1 BW2 BW3 BW4 BW5 CS1 CW1 GP1 GP2 PC1 SW1
Only Mullions 350mm Exterior Wall Generic - 200mm - Filled Generic - 140mm Masonry Generic - 90mm Brick 350mm Exterior Wall without plaster board Cement Sheeting Generic - 200mm Storefront 1500 Storefront 500 Precast Concrete 120 Stud Wall
Client
Spowers Architects 1/460 Collins Street Melbourne VIC 3000 Project
Nightingale Queensberry Street 341-347 Queensberry Street, North Melbourne, VIC 3051 Drawing
Schedules
Drawn
Checked
AM
SL
RM
Job Number
Date
Scale
0001
Issue Date
Drawing Number
A112
Approved
Revision
Revit Training with Spowers Architects
Wall Schedule
Mark
Nightingale Queensberry
Window Schedule
Design Development
7/09/2020 5:38:39 AM
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