Part II: Merlin Grove, Beckenham, CURIO Architects, 2025
1
1
1
21007
21008
3D VIEW - FRONT PROPOSED
1 21009
I worked to model and draw the details for an extension and loft conversion on a small residential project.
2 USB
2
2
3D VIEW - REAR PROPOSED
2
0
1
0.2
0.4
0.6
1:20
S
SK002
ML
EQ EQ
2
SKY
1023
900
2
EQ
900
1145
2
900
2
1200
T TV
151
2
EQ
1200
2000
USB 2
1722
100
SD
2
1145
900
HD
EQ
EQ
18
EL
Kitchen/Dining 31 m²
2
1145
2
Kitchen/Dining
2 USB
1 m²
170
SKY
2
WC
EQ
EQ
2
EQ
Hall
EQ EQ
9 m²
60
1204
2
1 m²
2
EQ EQ
Hall Living
9 m²
Living
15 m²
15 m²
UP
1
Proposed_Level 00 Lighting Plan 1 : 50
120
WC EQ EQ
TV
EQ
2
EQ EQ
2
1145
2
31 m²
UP
2
Proposed_Level 00 Electrical Plan 1 : 50
25
13
0.8
1.0
1.2
1.4
1.6
1.8
2.0
2.2
2.4m
Planning Notes
Part II: Glossop Road, South Croydon, CURIO Architects, 2025
2
• For planning purpose othe • All dimensio • Subject to S specification • Window mu mullion/ pati detail design • Site footprin mapping dat buildings is a
Planning Notes • For planning purposes, not for construction or any purpose other than planning application. • All dimensions are in millimetres unless otherwise noted. • Subject to Structural Engineers technical design and specification. • Window mullion/patio glazing arrangement window mullion/ patio glazing arrangement indicative subject to detail design. • Site footprint taken from combination of survey and OS mapping data. Any information relating to neigbouring buildings is approximate.
PROPOSED - 3D_FRONT
Glossop Road
Glossop Road 2 1
Planning Draft FIRST ISSUE
rev
description
revisions 2 1
Planning Draft FIRST ISSUE
rev
description
AG/NF JB/NF
14/08/25 06/08/25
This drawing is to be under The Copyright, purposes only. Figure All dimensions are to doubt, ASK.
revisions Status:
PLA
Status:
date
drawn / checked
PLANNING
This drawing is to be used for design intent only. This drawing is protected under The Copyright, Designs and Patents Act 1988. Scale for planning purposes only. Figured dimensions only are to be taken from this drawing. All dimensions are to be checked on site before any work is put in hand. If in doubt, ASK.
2
Existing_Block Plan 1 : 200
164-180 Union Street, SE1 0LH w:
www.curioarchitects.co.uk
e:
hello@curioarchitects.co.uk
Proposed_Block Plan 1 : 200
Planning Notes Client: purposes, RONNY • For planning notBRAZDIL for construction or any purpose other than planning application. • All dimensions are in millimetres unless otherwise noted. • Subject to Structural Engineers technical design and specification. Project: 36 GLOSSOP ROAD • Window mullion/patio glazing arrangement window SOUTH CROYDON mullion/ patio glazing arrangement indicative subject to detail design. • Site footprint taken from combination of survey and OS Title: 3D VIEWS mapping data. Any information relating to neigbouring EXISTING buildings is approximate.
25049-CA-ZZ-ZZ-M3-A-00000
PROPOSED - 3D_REAR
1
LI.205, The Print Rooms
a:
FRONT/ REAR
@ A1
Scale: Date:
AUG 2025
Job no:
Drawing no:
Drawn:
JB
Checked:
AG/NF
11.8 m²
Revision:
SK002 2
25049
0
Study
2m
4
6
8
10
12
14
16
18
20
22
24m
1:200
CA Model Reference:
1
I worked to model and produce plans for a loft conversion on a small residential project.
Client:
RONNY
Project:
36 GLO SOUTH
Title:
EXISTIN BLOCK
Scale:
1 : 200
Date:
AUG 20
Job no:
Drawing
25049
Bathroom 4.3 m²
WC 0.7 m²
Bathroom 5.0 m²
Eaves Storage
Boiler
11.5 m²
Bedroom 3 6.8 m²
Kitchen 11.3 m²
1
Proposed_South 1 : 50
2
Landing 12.3 m²
Proposed_East 1 : 50
Bedroom 2
Landing
11.3 m²
6.0 m²
Bedroom 6 8.6 m²
Dining Room 12.0 m²
Hallway 7.8 m²
Bedroom 5 8.9 m²
Bedroom 1 12.0 m²
1
Planning Draft
rev
description
AG/NF
14/08/25
drawn / checked
date
Reception Room
Status:
Bedroom 4
15.0 m²
revisions
4.0 m²
PLANNING
This drawing is to be used for design intent only. This drawing is protected under The Copyright, Designs and Patents Act 1988. Scale for planning purposes only. Figured dimensions only are to be taken from this drawing. All dimensions are to be checked on site before any work is put in hand. If in doubt, ASK.
a:
LI.205, The Print Rooms 164-180 Union Street, SE1 0LH
4
Proposed_West 1 : 50
Software: Revit 0
1:50
1m
2
3
4
5
6m
hello@curioarchitects.co.uk
Client:
RONNY BRAZDIL
Project:
36 GLOSSOP ROAD SOUTH CROYDON
Title:
GENERAL ARRANGEMENT ELEVATIONS PROPOSED
Scale:
1 : 50
Date:
AUG 2025
Job no:
Drawing no:
25049
@ A1
25049-CA-ZZ-ZZ-M3-A-00000
Proposed_North 1 : 50
www.curioarchitects.co.uk
e:
1
GA_Existing_Level 00 1 : 50
Software: Revit
2
GA_Existing_Level 01 1 : 50
3
GA_Existing_Level 2 1 : 50
0
Drawn:
JB
Checked:
AG/NF Revision:
05002 1
CA Model Reference:
3
w:
1:50
1m
2
3
4
5
Part Part II: LMU, Holloway, London, MCW Architects, 2023 2023 II: LMU, Holloway, Cambridge, MCW Architects, 2
1
3
4
5
6
7
8
9
10
Platform lift
UP
A1 LV Switch Room 17 m²
UP Dark Room (B&W) 37 m²
*
Dark Room (colour) 41 m²
*
C-30
1
Graphics / Illustration / Animation Studios 136 m²
C-6
7250
C-32
C-25
Ceramics Workshop 30 m²
C-2
C-23
P-12
P-12
P-12
P-06
P-05
P-04
W-5 3D-6
L-54
Letterpress workshop 41 m²
3D-26
L-55 L-56
L-14
L-57
L-59
Male WC 18 m²
P-17
P-18
Lift 5 m²
UPS 25 m²
Female WC 18 m²
Circulation 165 m² Additional Plant Space 6 m²
Comms. room 9 m²
P-11
P-09 L-61 L-22
3D-18
W-20
*
P-11
P-19
L-60
3D-17
W-11
C1
P-20
Acc. Toilet 3 m²
*
L-62
L-22
L-62
W-2
L-63 L-40
D1
P-23
W-23
L-44
3D-4
Wood / Metal Workshop 53 m²
W-9
Finishing Studio 45 m²
Cold Water Tank Room 12 m²
P-23
P-23
3
L-53
L-50
L-48
Circulation 4 m²
Cleaner's Store 2 m²
P-30 P-31
Print workshop 84 m² P-16
3D-5
W-15
7250
Photography wet room 16 m²
Circulation 165 m²
C-27
C-22
Photographic Studio 130 m²
7250
C-9
C-14 C-20
B1
2
DN
DN
P-23
P-22
Courtyard
4 7250
G BLOCK
J BLOCK
UP
2
2
1
Ceramics Workshop Equipment Schedule
3 C-2 C-6 C-9 C-14 C-20 C-22 L-50
L-48
L-53
C-23 C-25 C-27 C-30 C-32
C-30 L-54 C-6
Letterpress workshop 41 m²
L-44
HEALTH, SAFETY AND ENVIRONMENTAL INFORMATION
1. Do not scale from this drawing. 2. All dimensions are in millimetres unless otherwise stated. 3. This drawing to be read in conjunction with all relevant architectural, civil/structural, and services engineer's drawings and specifications.
1
5m
2
C-20
B1
C-22
C-23
L-59
Loose Furniture - Supplied and Installed by LMU
Notes: C-2 - It is assumed that the work is undertakenCeramics by a competent Contractor, whoC-9 is therefore aware of all generic risks associated with these works. Workshop - It is assumed that any maintenance work referred 30 m² to on this drawing is undertaken by competent, appropriately trained operatives in line with the Access & Maintenance Strategy. - These notes are to be read in conjunction with all relevant Residual Hazard Schedules and in particular Designer Residual Hazard Schedule
Date
Description
P01
31/08/2023
Stage 02 Issue
by contractor
L-62 L-22
Buildings outside the scope of works
L-22 L-62
L-40
Architecture
2
0150
0150
2
Bin store
3
4
5
6
Plant
BEUB-04
Break-out
Fine Art
IT
Product and Furniture Design
Textiles
Catering
Foundation
Library
Reception
Toilets
Circulation
Graphics and Illustration
Meeting Rooms
Seminar Rooms/Lecture Theatre
Unknown
Event/Exhibition space
Graphics, Illustration and Animation
Photography
7
8
Staff
BEUB-03
Storage
4
2
1 : 50
C-23
2
1
BELB-29
P-12
P-12
P-12
P-06
P-05
C-25 C-27 C-30 C-32
P-04 P-30
Workshop
P-04 P-05 P-06 P-07 P-09
P-31
3D-5
3D-6
BELB-30
Platform Lift
W-23
P-20
P-11
3D-4
Wood / Metal Workshop 53 m²
3D-26
W-9
P-19
P-18
P-11
W-11
C1
1050
880
960
NOTES:
Floor Mounted Floor Mounted Floor Mounted Floor Mounted
3300 920 630 1100
900 1830 900 900
1500 460 2070 630
•
Width
Drawn by
JB
3D-17
C1
P-09
Print workshop 84 m²
Dark Room (B&W) 37 m²
Photographic Studio 130 m²
W-20
P-23
BELB-18
Dark Room (colour) 41 m²
Checked by
HN
1140 640 600 780 560 495 495 710 880 420 580 600 1160 590 610 610 2800 2800 1015
*
MCW architects Oast House, Malting Cambridge CB3 Lane 9HF www.mcwarchitects.com
Purpose of issue
For Stage Approval Drawing No.
F2417-MCW-HC-00-DR-A-7210
Equipment Front Loading Kiln Top Loading Round Kiln Bench Rubber Melting Pot Pottery Wheel Plaster Whurler Twin Bowl Stainless Steel Sink Stainless Sink for Glazing Room Large Ceramics Bench Tall Cupboard 4 Door Lab Bench 2 Door Lab Bench
Bench / Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted
Width
Height
Depth
730 600 400 700 610 1500
1560 730 500 600 850 880
1060 600 400 1000 1050 600
Floor Mounted
1050
880
960
Floor Mounted Floor Mounted Floor Mounted Floor Mounted
3300 920 630 1100
900 1830 900 900
1500 460 2070 630
Equipment Drying Rack Drying Rack Drying Rack Screen Printing Table Vacuum Screen Bed Hand Table Large Plan Chest Large Plan Chest Small Plan Chest Small Plan Chest Small Plan Chest Etching Press Etching Press Etching Press Press Guillotine Small Print Table Small Print Table Small Print Table Small Print Table Large Print Table Washout Booth Washout Booth
Bench / Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted
1200 950 950 3350 1390
Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted
970 970 1020 1020 1020 1100 1370 1280 970 970 1800 1800 1800 1800 2800 670 670
Width
2290 2290 2290 800 2200
Height
1200 1200 1200 1200 1200 1290 1440 1350 1980 1240 1000 1000 1000 1000 1000 1820 1820
1700 1100 1000 1750 1960
Depth
1270 1270 690 690 690 1400 1500 1800 1830 755 900 900 900 900 900 1150 1150
P-23
P-22
D1
UP
D1
BELB-31
0150
4
3
Print Workshop Equipment Layout
NOTES:
Wood / Metal Workshop Equipment Layout 1 : 50
• •
1 : 50
•
Ceramics Workshop 30 m²
*
Photography wet room 16 m²
Circulation 165 m²
Notes
HEALTH AND SAFETY INFORMATION
1. 2.
Notes: • It is assumed that the work is undertaken by a competent Contractor, who is therefore aware of all generic risks associated with these works. • It is assumed that any maintenance work referred to on this drawing is undertaken by competent, appropriately trained operatives in line with the Access & Maintenance Strategy. • These notes are to be read in conjunction with Principal Designer and Principal Contractor information. • These notes are to be read in conjuction with MCW Designer Residual Hazard Schedule: • Listed below are 'site specific' risks relevant to this drawing:
3.
B1
Cleaner's Store 2 m²
Circulation 4 m²
Finishing Studio 45 m² Letterpress workshop 41 m²
Acc. Toilet 3 m²
Male WC 18 m²
Print workshop 84 m²
0
Lift 5 m²
UPS 25 m²
All dimensions are in millimetres unless otherwise stated. This drawing should be read in conjunction with all relevant architectural, civil/structural, and services engineer's drawings and specifications. Do not scale from this drawing.
0.5
2.5m
1
Comms. room 9 m²
DN
4°
6.45°
Additional Plant Space 6 m²
DN
WC
G BLOCK
J BLOCK
Date
Description
Drawn by
Checked by
London Metropolitan University
P01
31/08/2023
Stage 02 Issue
SR
HN
Project Title
Equipment - Supplied by LMU, installed by contractor
MCW architects Oast House, Malting Lane Cambridge CB3 9HF
AAD Relocation London
www.mcwarchitects.com
Drawing Title
Purpose of issue
Holloway - Workshop Equipment Layouts
8054
Scale @ A1
Date
1:50
31/08/2023
8274
For Stage Approval
Status
S4
Drawn by
Checked by
Drawing No.
Rev
SR
HN
F2417-MCW-HC-00-DR-A-7250
P01
Fine Art Storage
Open-plan office
Staff Office
35500
Staff Office
Meeting Room
01_FFL 32760
81A Ground Floor
EXISTING COURTYARD
Holloway Road Campus Block G
Client
Revision
RF1
28726
D1
Loose Furniture - Supplied and Installed by LMU
AHU / Heating plantroom
Wood / Metal Workshop 53 m²
Cold Water Tank Room 12 m²
Fixed Furniture and Fixtures - Supplied and Installed by Contractor
Equipment dimensions and information based on schedules received from LMU Drawings to be read in conjuntion with F2417-MCW-ZZ-ZZ-SH-A-0100 F2417-MCW-ZZ-ZZ-SH-A-0108 Proposed equipment and layouts subject to final approval from LMU Photography department equipment and layout to be confirmed with LMU at stage 3
Circulation
Female WC 18 m²
C1
Software: Revit 9.
Height
Equipment dimensions and information based on s from LMU Drawings to be read in conjuntion with F2417-MCW F2417-MCW-ZZ-ZZ-SH-A-0108 Proposed equipment and layouts subject to final ap Photography department equipment and layout to b Depth LMU at stage 3
W-2
Graphics / Illustration / Animation Studios 136 m²
ATRIUM
0151
•
P-23
1
Wood / Metal Workshop 53 m²
•
3D-18
UP
884
LV Switch Room 17 m²
1
1090 500 1150 800 1320 920 920 70 995 865 450 1150 970 710 745 745 1000 1000 675
Depth
1060 600 400 1000 1050 600
P-23
A1
P-17
Mark
P-11 P-11 P-12 P-12 P-12 P-16 P-17 P-18 P-19 P-20 P-23 P-23 P-23 P-23 P-22 P-30 P-31
W-15
UP
Height
Print Workshop Equipment Schedule
9 10
Floor Mounted
1560 730 500 600 850 880
Wood/Metal Workshop Equipment Schedule
Letterpress Workshop Equipment Layout
B1
Width
Equipment Bench / Floor Mounted Letter Press Floor Mounted 1940 Nipping Press Bench Mounted 460 Proofing Press Floor Mounted 1100 Client Plan Chest Floor Mounted 970 CheckedType by Cabinet Floor Mounted London Metropolitan University 880 Galley Rack Floor Mounted 675 HN Galley Project Rack Title Floor Mounted 675 Stone AAD Relocation Floor Mounted 1020 Furniture Rack Floor Mounted 350 London Furniture Rack Floor Mounted 260 Drawing Leading Rack Title Floor Mounted 250 Galley Holloway Press Floor Mounted - FF&E Ground Floor 870 Lifting Platform Floor Mounted 500 Chase Rack Floor Mounted 495 Scale at A1 Date Drying Rack Floor Mounted 495 Chest of Drawers@ A1 Floor Mounted 1:100 31/08/2023 495 Large Print Table Floor Mounted 900 Large Print Table Floor Mounted 900 Chest of Drawers Floor Mounted 505
Mark
5
730 600 400 700 610 1500
Mark
C-2 C-6 C-9 C-14 C-20 C-22
W-5
1
3
Interiors
L-63
D1
1 : 50
P-16
External yard
Fashion
Ceramics Workshop Equipment Layout
P-07
Cycle store
1
L-60
L-61
New partitions and walls
C-14below are 'site specific' risk relevant to this drawing: - Listed
By Department Legend
L-14 L-40 L-44 L-48 Drawn by L-50 L-53 JB L-53 L-54 L-55 L-56 L-57 L-59 L-60 L-61 L-62 L-62 L-22 L-22 L-63
L-57
Revision
C1 Equipment - Supplied by LMU, installed
C-27
0
Fixed Furniture and Fixtures - Supplied and Installed by Contractor
Bench / Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted Floor Mounted
Letterpress Workshop Equipment Schedule
L-56 L-14
C-32
Notes
Equipment Front Loading Kiln Top Loading Round Kiln Bench Rubber Melting Pot Pottery Wheel Plaster Whurler Twin Bowl Stainless Steel Sink Stainless Sink for Glazing Room Large Ceramics Bench Tall Cupboard 4 Door Lab Bench 2 Door Lab Bench
L-55
L-53 C-25
Holloway Campus on Benwell Road required serious retrofit changes. The roof height on the main building was raised accommodating a new floor that would be used for art school facilities.
Mark
Software: SectionRevit DD 10. 1 1 : 100
Letterpress workshop
Print workshop
Finishing Studio
Male WC
Female WC
Comms. room
Additional Plant Space
Circulation
G BLOCK
00_FFL 29690
Part II: II: LMU, MCW Architects, 2023 Part ARU,Accelerator, Cambridge,London, MCW Architects, 2024
CO R1 FFL
CO R1 FFL
32615
32615 EWD.Cos 403B
EWD.Cos 405D
EWD.Cos 403A
EWD.Cos 405C
EWD.Cos 406B
EWD.Cos 406A
CO 04 FFL
CO 04 FFL
29035
29035 EWD.Cos 306B
EWD.Cos 306A
EWD.Cos 305
EWD.Cos 314F
EWD.Cos 314E
EWD.Cos 314D
EWD.Cos 315C
EWD.Cos 315B
MD R1 FFL
EWD.Cos 315A
27410
CO 03 FFL
CO 03 FFL
25610
25610 EWD.Cos 205B
EWD.Cos 205A
EWD.Cos 204
EWD.Cos 101H
EWD.Cos 101G
EWD.Cos 101F
EWD.Cos 214
EWD.Cos 213
EWD.Cos 107B
EWD.Cos 107A
EWD.Cos 212
EWD.Cos 216A
EWD.Cos 217A
EWD.Cos 218
EWD.Cos 108C
EWD.Cos 108B
EWD.Cos 108A
CO 02 FFL
CO 02 FFL
22185
22170 EWD.Cos 101E
EWD.Cos 106
CO 01 FFL
CO 01 FFL
18760
18760
Cemetery Wall
Allow for proprietary framed composite panel external walling system, finishes to match adjacent; Details TBC
Allow for proprietary framed composite panel external walling system, finishes to match adjacent; Details TBC
AH
AH
CO 00 FFL 14790
Existing
Existing
Existing
AH
AH
AH
Existing
EXD.MD 097
AH
1
Cemetery Wall
Mesh storage cage as B15/130
AH
CO 00 FFL DRI
New Metal Louvre NBS L10/650C
14790
Painted Steel Column
MD
External Envelope - East Elevation
Coslett Court
Ruskin Court
1 : 100
03
01
02
1
1
CO R1 FFL
CO R1 FFL
32615
CO R1 FFL
32615
Ruskin
2170
CO R1 FFL
32615
Coslett
1
2170
2170
CO R1 FFL
32615
CO R1 FFL
32615
32615
Refer to (35) set of drawings for ceiling details
Note: Notes
HEALTH AND SAFETY INFORMATION
1. 2.
Notes: • It is assumed that the work is undertaken by a competent Contractor, who is therefore aware of all generic risks associated with these works. • It is assumed that any maintenance work referred to on this drawing is undertaken by competent, appropriately trained operatives in line with the Access & Maintenance Strategy. • These notes are to be read in conjunction with Principal Designer and Principal Contractor information. • These notes are to be read in conjuction with MCW Designer Residual 3 Hazard Schedule:
3.
All dimensions are in millimetres unless otherwise stated. This drawing should be read in conjunction with all relevant architectural, civil/structural, and services engineer's drawings and specifications. Do not scale from this drawing.
CO 04 FFL 0
1
29035
5m
2
•
CO 04 FFL
Revision
Date
Description
Drawn by
Checked by
P01 P02
08/03/2024 15/03/2024
For Information For Tender
JB JB
CB CB
CO 04 FFL
29035
MD R1 FFL
MCW Oast House, Malting architects Cambridge CB3 Lane 9HF www.mcwarchitects.com
Project Title
ARU Creative Quarter - Contractor Anglia Ruskin University, East Rd, Cambridge CB1 1PT
Please refer to (21) series plans and details for external wall build-ups. Please refer to (21) series elevations for cladding panel types. Please refer to (31) series drawings and schedules for external doors and windows.
External Wall Types: Status EXW-01
Scale
Date
Drawn by
Checked by
Drawing No.
1:100
15/03/2024
JB
CB
50CB02-MCW-21-ZZZZ-D-A-2122
MD R1 FFL
MD R1 FFL
27410
27410
27410
Fire cavity barrier around all openings. Detail to be developed at Stage 04
Purpose of issue CO 04 FFL For Tender 29035
CO 04 FFL External Envelope East Elevation - Coslett & Media Building 29035
29035
Listed below are 'site specific' risks relevant to 2170 this drawing:
Refer to M&E information for heating and cooling details
Morgan Sindall
Drawing Title
CO 04 FFL
29035
Client
Concrete wall as structural engineer's documentation with Rev rainscreen system over as section H92
P02
EXW-02 Insulated SFS to specialist design with rainscreen system over as section H92 (variant with cladding as H31/115) EXW-04 Brick wall as F10/110 EXW-05
4
Existing and/or new masonry with cladding system over as section H92
2170
CO 03 FFL
CO 03 FFL
25610
CO 03 FFL
25610
CO 03 FFL
25610
CO 03 FFL
25610
CO 03 FFL
25610
25610
Curtain Walling Types: CWS-01 H11/111 Timber system, 175mm box CWS-02 H11/110A Aluminium system, 105mm box CWS-03 H11/110
1
Aluminium system, 150mm box
2171
CO 02 FFL
CO 02 FFL
CO 02 FFL
22185
CO 02 FFL
CO 02 FFL
22185
22170
CO 02 FFL
22185
22170
CWS-04 H11/110
22170
Aluminium system, 175mm box CWS-05 H11/110 Aluminium system, 125mm box Acoustic glazing and mullion/transom inserts
350
340
CO 01 FFL
CO 01 FFL
18760
CO 01 FFL
18760
CO 01 FFL
18760
CO 01 FFL
18760
CO 01 FFL
18760
18760
Existing Masonry Wall
Anglia Ruskin University or ARU creative quarter contains a Ruskin Building, Coslett Building and a proposed a Media Building extension. These construction details, elevations and strip sections show work that I worked on to the external envelope. The Coslett building was to be retrofitted and the Media building is an extension New Build. Co-A
Continuous purpose made bent metal capping and fixing system as H92/110 to extent of parapet, allowing for intermittent concrete piers at base of steel posts
200
Co-A
1 : 10
Typical Stair Curtain Wall Section Detail
1
3
1 : 10
SW timber framed step with painted timber tread and riser
CO R1 FFL
JB
CB
Vapour control layer to be continued along underside of roof deck and terminated at inner skin to external wall
Client
Morgan Sindall Project Title
ARU Creative Quarter - Contractor Anglia Ruskin University, East Rd, Cambridge CB1 1PT
Strip Sections - Coslett 3
Min. 150
Continuous concealed purpose steel up and membrane to bemade continued box gutter as R10/112 to front of roof, stainless terminated overedge continuous to discharge into concealed downpipethreshold within steel angle waterbar picture window cheeks
Scale
Date
1:50
13/03/2024
Insulated SW timber framed upstand at
Drawing No.
Rev
CB
50CB02-MCW-21-CBZZ-D-A-2132
P01
Co-M
Panel flanges overlapped and mechanical fixed through; Setting out to be coordinated prior to installation
Panel flanges overlapped and mechanical fixed through; Setting out to be coordinated prior to installation
Sheathing board and breather membrane continued behind curtain walling zone terminating behind internal linings
Curtain walling system as H11/110
Typical panel joint detail (horizontal/vertical, triangular profile)
Panel flange cut to suit
Metal framed inner skin to specialist design
Roof Plant Room Threshold Section Detail
Checked by
Typical external corner detail (horizontal, triangular profile)
Framed inner skin to be continued into interior of building to extents shown on proposed plans, allowing for additional linings and finishes to stair side
Metal framed inner skin existing structural roof deck Assumed Glazing unit substituted for to specialist design thermally insulating composite infill panel at glazing line, allowing for external finish to match mullion Curtain walling system as H11/110A
engineer's documentation
Panel flange cut to suit
EPDM Typical external corner detail (vertical, square profile)
Black insect mesh
Rainscreen cladding system outer skin as H92/111
Typical panel joint detail (vertical, square profile)
1 : 10
Box Window Roof Section Detail
Cladding & Glazing Internal Corner Plan Detail
5
1 : 10
6
1 : 10
Co-01 Typical Profiled Cladding Plan Details
1 : 10
Continuous purpose made bent metal reveal trim as H92/112
MD R1 FFL
Concrete floor slab; Refer to structural engineer’s documentation
Rainscreen cladding system External ground build-up returned into outer skin as H92/113 reveals and terminated at door threshold
CO 00 FFL
27410
CO 00 FFL
14790
CO 00 FFL
Metal framed inner skin to specialist design
14790
Black insect mesh
Floor finishes; Refer to floor finishes drawings
Brick plinth return to door reveal as F10/385
Concrete floor slab; Refer to structural engineer’s documentation
Rainscreen cladding system outer skin as H92/112
Structural concrete walls; Refer to structural engineer's documentation
Face of rainscreen cladding system beyond as H92/112
EPDM Floor finishes; Refer to floor finishes drawings
Lift pit
Interior
Indicates shaftwall partition; Refer to internal partitions drawings
25610
Screed to provide falls to top of roof deck Concrete external walls and roof deck; Refer to structural engineer's documentation
Min. 1no. layer of linings to be continuous 25610past stair landing
Below ground insulation as E20/200 to extent of new floor slab toBlack be continued compressible movement joint around foundation and terminated below and gap filler between edge of landing and internal face of external wall ground level
250
Continuous horizontal 200x50 section aluminium fin detail as part of cladding system H92/110
4
1 : 10
4
1 : 10
Typical Door Threshold Section Detail
6
1 : 10
HEALTH AND SAFETY INFORMATION
1. 2.
Notes: • It is assumed that the work is undertaken by a competent Contractor, who is therefore aware of all generic risks associated with these works. • It is assumed that any maintenance work referred to on this drawing is undertaken by competent, appropriately trained operatives in line with the Access & Maintenance Strategy. • These notes are to be read in conjunction with Principal Designer and Principal Contractor information. • These notes are to be read in conjuction with MCW Designer Residual Hazard Schedule: • Listed below are 'site specific' risks relevant to this drawing:
3.
All dimensions are in millimetres unless otherwise stated. This drawing should be read in conjunction with all relevant architectural, civil/structural, and services engineer's drawings and specifications. Do not scale from this drawing.
0 Notes
HEALTH AND SAFETY INFORMATION
1. 2.
Notes: • It is assumed that the work is undertaken by a competent Contractor, who is therefore aware of all generic risks associated with these works. • It is assumed that any maintenance work referred to on this drawing is undertaken by competent, appropriately trained operatives in line with the Access & Maintenance Strategy. • These notes are to be read in conjunction with Principal Designer and Principal Contractor information. • These notes are to be read in conjuction with MCW Designer Residual Hazard Schedule: • Listed below are 'site specific' risks relevant to this drawing:
Legend Waterproofing / damp proofing Breather membrane Air tightness line / vapour control layer
0.1
0.2
0.5m
Revision
Date
Description
Drawn by
Checked by
P01
15/03/2024
For Tender
KH
CB
Metal framed inner skin to specialist design to be continuous behind both cladding systems
Standing seam
Continuous flexible mineral wool CO 01 FFL insulation within concealed void
18760
Cavity fire barrier as P10/432 at floor slab level Rainscreen cladding system outer skin as H92/120
Below ground waterproofing as J30 and J40 to extent of new floor slab, to be continued around foundation and terminated over Concrete floor slab; Refer concrete perimeter upstand to structural engineer’s
Metal framed inner skin to specialist design
Steel column, allow for profile to be fully insulated with flexible quilt internally on site; Refer to structural engineer’s documentation
+ + + + + +
1 : 10
Typical Brick Plinth Section Detail 1 : 10
1 : 10
Drawn by
Checked by
P01
15/03/2024
For Tender
KH
CB
Notes
3.
All dimensions are in millimetres unless otherwise stated. This drawing should be read in conjunction with all relevant architectural, civil/structural, and services engineer's drawings and specifications. Do not scale from this drawing.
Morgan Sindall
ARU Creative Quarter - Contractor Anglia Ruskin University, East Rd, Cambridge CB1 1PT HEALTH AND SAFETY INFORMATION
1:10 MCW architects 0 0.1 Oast House, Malting Lane 0.2 Cambridge CB3 9HF
Project Title
ARU Creative Quarter - Contractor Anglia Ruskin University, East Rd, Cambridge CB1 1PT Purpose of issue
External Envelope Details - Media Sheet 1 Date
Drawn by
•
www.m mcwarchitects.com
Drawing Title
Status
For Tender Checked by
Drawing No.
• •
0.5m
Rev
It is assumed that any maintenance work referred to on this drawing is undertaken by competent, appropriately trainedDrawn operatives Date by in line with the Access & Maintenance Strategy. These notes are to be read in conjunction with KH Principal Designer and 15/03/2024 Principal Contractor information. These notes are to be read in conjuction with MCW Designer Residual Hazard Schedule: Listed below are 'site specific' risks relevant to this drawing:
For Tender
Checked by
CB
Breather membrane
P01
Date
Status
15/03/2024
Drawing No.
Rev
50CB02-MCW-21-CBZZ-D-A-2173
P01
Air tightness line / vapour control layer
Box Window RWP Plan Detail 1 : 10
Co-01 Revision
Purpose of issue
Waterproofing / damp proofing
• It is assumed that the work is undertaken by a competent Contractor, External Envelope Details Sheet 4 with these works. who is therefore aware of -allCoslett generic risks associated
Scale
Morgan Sindall
Legend
Drawing Title Notes:
4
1 : 10
MCW Oast House, Malting architects Cambridge CB3 Lane 9HF www.mcwarchitects.com
Project Title
•
Box Window Cheek Plan Detail
3
Client
Concealed downpipe within picture window reveal flashings to discharge onto flat roof below; Dashed line indicates extent of continuous stainless steel box gutter above
Purpose made angled reveal flashings as H31/115 to perimeter of picture window opening
Curtain walling system as H11/111
Box Window Sill Section Detail
Description
Continuous flexible mineral wool insulation within concealed void
Continuous purpose made bent metal reveal trim as H92/120
Birch faced plywood sheet as P20/240 over SW timber battens screw fixed into underside of joists to form soffit with concealed service void behind
2 Software: Revit 12.
Date
Curtain walling system as H11/110A
EPDM
15mm floor finishes, refer to floor finishes drawing. 25mm resilient floor (T&G timber boarding over acoustic separation layer). 20mm OSB deck fixed down into floor joists. 150mm SW timber floor joists with 100mm acoustic quilt between. 25mm resilient bars fixed into underside of floor joists. 2no. layers 15mm acoustic plaster board.
Revision
1. 2.
Internal linings terminated against curtain walling frame
Sheathing board and breather membrane returned to glazing
Lift Pit Slab Abutment Section Detail
Client
Scale
Below ground waterproofing as J30 and J40 to extent of new lift pit and perimeter floor slab, to be terminated and lapped with existing adjacent floor slab
Timber floor build-up; Refer to NOTE 1
Build-up behind rainscreen cladding panels comprising breather membrane and outer insulation to be continous
Aluminium sheet, standing seam cladding system as H31/115 over metal framed inner skin substrate
Purpose made angled reveal flashings as H31/115 to perimeter of picture window opening
NOTE 1: Timber infill floor construction comprises the following build-up
Software: Revit Drawings produced in collaboration with the Senior Architecture Technologist at MCW Architects 11. Notes
Assumed existing concrete floor slab; Refer to structural engineer’s documentation
EDPM
documentation
Typical Stair External Wall Section Detail
2
Cavity behind brickwork to be fully filled with insulation leaving no voids CO 01 FFL Below ground insulation as E20/200 to 18760 extent of new floor slab to be continued around foundation and terminated below ground level, allowing to overlap with insulation to brick cavity insulation
250
Additional internal linings on SW timber battens to provide depth to suit mullion size
to floor finishes drawings
Refer to floor types and 14790 finishes drawings
Concrete foundations to perimeter of new floor slab; Refer to structural engineer’s documentation
Concrete foundations to perimeter of new floor slab; Refer to structural engineer’s documentation
Rainscreen cladding system outer skin as H92/112 to be terminated at underside of fin detail
Floor finishes continuous over
changing floor build-ups; Refer CO 00Floor FFLfinishes and screed;
back14790 to structure
Concrete lift pit; Refer to structural engineer’s documentation
Below ground waterproofing as J30 and J40 to extent of new floor slab, to be continued around foundation and terminated below external door threshold
Vertical 200x50 section aluminium fin detail as part of cladding system H92/110
Typical Parapet Section Detail
Below ground insulation as E20/200 to extent of new floor slab and lift pit
Black insect mesh Allow for continuous vertical stainless steel angle at termination of standing seam cladding
Brick plinth as F10/385 on thermally
Concrete internal perimeter slab to lift pit allowing for connection into existing adjacent; Refer to structural engineer’s documentation
Painted skirting
Thermally insulating block as03 P10/256 CO FFL
Curtain walling system as H11/110A
existing concrete upstand to existing floor structure
CO 00 FFLblock as P10/256 tied insulating
14790
Slot drain to extent of door opening
Dashed lines indicate return of external wall above (South elevation)
Rainscreen cladding system outer skin as H92/111
Cavity tray and DPC as F30/330 with perpend weep holes as F30/130 Indicates localised removal of
300
Cladding as H92/110 over external face of acoustic carrier panel
Status
Drawn by
JB
Hatch denotes rainscreen build-up behind
Air tightness line to be returned to curtain walling system and terminated at mullion
Internal linings and vapour control layer terminated against curtain walling frame
voids are fully filled with flexible mineral COwool R1insulation FFL leaving no voids Warm deck overal roofing system as J41/112 over existing roof covering; Refer to roof types drawings
MCW Oast House, Malting architects Cambridge CB3 Lane 9HF www.mcwarchitects.com
Purpose made corner piece with welded joint; Allow to be manufactured off site
Purpose made angled reveal flashings as abutment with external wall, ensuring all H31/110 to perimeter of picture window opening
EPDM
Panel flanges to be overlapped prior to mechanical fixing; Purposeout of issue Setting to be coordinated prior installation FortoTender
Drawing Title
Localised stud framing to support linings fully filled with flexible mineral wool insulation to fill void between internal linings and face of Min. 150mm waterproofing upstand to insulating panel
Joists
Door system as L20
Stainless steel support angle fixed into face of concrete
Lean mix concrete haunching
3.
Birch faced plywood sheet as P20/240 over SW timber battens screw fixed into underside of joists to form soffit with concealed service void behind
5
For Tender
Co-01
CO 03 FFL
All dimensions are in millimetres unless otherwise stated. This drawing should be read in conjunction with all relevant architectural, civil/structural, and services engineer's drawings and specifications. Do not scale from this drawing.
OSB Sheet roof deck over SW Blockwork upstand to form raised timber firrings fixedframed down into SW threshold on; Allow for metal timber joists; refer to structural inner skin to be built off top of blockwork
1
Existing and/or new stair landing
1
Insulated SW timber framed upstand at abutment with external wall, ensuring all voids are fully filled with flexible mineral wool insulation leaving no voids
1 : 10
Checked by
13/03/2024
Continuous flexible32615 mineral wool insulation within concealed void
Floor finishes and screed; Refer to 32615 floor types and finishes drawings
Lift Pit External Wall Section Detail
Drawn by
P01
be provided allowing for waterproofing
Denotes contrasting slip resistant nosing trim to steps
Concrete foundations and lift pit; Refer to structural engineer’s documentation
Description
Proprietary threshold trim with drip detail
Door system as L20 allowing for proprietary extended external threshold trim with drip detail
Floor build-up
Inverted insulated roofing system as J31/130 to be
5
1 : 10
SW timber kerb to form hard edge
Co-A
Typical Door Jamb Plan Detail
Date
Continuous stainless steel angle waterbar threshold
EPDM to depth of threshold upstand
Lift pit
1 : 50
Revision
Cavity fire barrier as P10/432
200
O/A concrete upstand 1110
Indicates gravel ballast
3
14790
Below ground insulation as E20/200 to be continued around foundation and lift pit and terminated below ground level, allowing to overlap with insulation to brick cavity insulation
Plywood sheet to outer cladding line with thin board insulation over fixed down into top of concrete and metal support angle; Allow for SW timber hard edge, to provide fixings for edge trim
External grade pre-finished cement protection board adhesively fixed over waterproofing system
Waterproofing upstand to be provided at concrete parapet upstand, allowing for insulation board and waterproofing membrane to be continued up and terminated over parapet
CO 00 FFL
Coslett North Elev. - Section 10
3
1 : 50
14790
Outer skin
Standing seam
Continuous purpose made bent metal reveal trim as H92/112
Below ground waterproofing as J30 and J40 to be continued around foundation and lift pit and terminated over concrete perimeter upstand
Typical Door Head Section Detail
Inner skin
Black insect mesh
100
Extent of concrete pier; Refer to structural engineer's documentation
25610
Coslett West Elev. - Section 09
Notes: • It is assumed that the work is undertaken by a competent Contractor, who is therefore aware of all generic risks associated with these works. • It is assumed that any maintenance work referred to on this drawing is undertaken by competent, appropriately trained operatives in line with the Access & Maintenance Strategy. • These notes are to be read in conjunction with Principal Designer and Principal Contractor information. Aluminium sheet, standing seam flat warm roofing • These notes are to be read in conjuction with MCW Designer Residual system over new timber deck as H31/110; Allow for Hazard Schedule: falls to be provided by bracketry as part of roof • Listed below are 'site specific' risks relevant to this drawing:
CO 00 FFL
14790
covering system, ensuring all voids are fully filled with flexible mineral wool insulation leaving no voids
Metal framed inner skin to specialist design
Cavity behind brickwork to be fully filled with insulation leaving no voids
Co-A
Existing and/or new stair landing
Rainscreen cladding system outer skin as H92/112
Door system as L20
CO 00 FFL
Black compressible movement joint between edge of landing and transom
O/A fin 3410
Steel base fixing on concrete pier; Refer to structural engineer's documentation
Cavity tray and DPC as F30/330 with perpend weep holes as F30/130
Curtain walling system as H11/110
O/A steel posts 1390
Intermittent steel posts on steel base fixing; Refer to structural engineer's documentation
Continuous purpose made bent metal reveal trim as H92/113
CO 03 FFL
29035
Continuous horizontal fixing rails on intermittent steel posts; Refer to structural engineer's documentation
Brick plinth as F10/385 on thermally insulating block as P10/256 tied back to structure
14790 CO 03 FFL 25610
CO 04 FFL
29035
EPDM
Door system as L20
Acoustic carrier panel fixed back into horizontal rails; Exposed to roof side
Concrete perimeter upstand to external walls; Refer to structural engineer's EPDM documentation
75
Cavity fire barrier as P10/432
Continuous purpose made bent metal reveal trim as H92/112
3. Do not scale from this drawing. metal reveal trim as H92/112
300
Cavity fire barrier as P10/432
2
CO 00 FFL
14790
HEALTH AND SAFETY INFORMATION
1. All dimensions are in millimetres unless otherwise stated. Metal framed inner skin 2. This drawing should be read in conjunction with all relevant architectural, to Continuous specialist design and services engineer's drawings and specifications. purpose madecivil/structural, bent
Black insect mesh
CO 00 FFL
1479014790
1 : 50
Notes
Rainscreen cladding system outer skin as H92/120
Secondary steel; Refer to structural engineer’s documentation
14790
Eq.
Metal framed inner skin to specialist design
EPDM
Continuous purpose made bent metal capping and fixing system as H92/110 to extent of acoustic screen and support rails
CO 04 FFL
Concrete external walls; Refer to structural engineer's documentation
CO 00CO FFL 00 FFL
Coslett West Elev. - Section 08
1
Rainscreen cladding system outer skin as H92/112
Rainscreen cladding system outer skin as H92/113
External level raised to match CO 00 FFL. Refer to Civil engineer and landscape architect for further detail
CO 00 FFL
1479014790
100
Steel post to top of fin 570
Rainscreen cladding system outer skin as H92/112
Vertical 200x50 section aluminium fin detail as part of cladding system H92/110
CO 00CO FFL 00 FFL
Cavity fire barrier as P10/432 to perimeter of window opening
Concrete external walls; Refer to structural engineer's documentation
Continuous horizontal 200x50 section aluminium fin detail as part of cladding system H92/110
Existing door
1 217x
Eq.
Co-A
Existing wall New Fire Rated Louvred Door L20/484
Description
Drawn by
Checked by
For Tender
KH
CB
Client
Morgan Sindall
MCW Oast House, Malting architects Cambridge CB3 Lane 9HF www.mcwarchitects.com
Project Title
ARU Creative Quarter - Contractor Anglia Ruskin University, East Rd, Cambridge CB1 1PT Drawing Title
Purpose of issue
External Envelope Details - Coslett Sheet 3
Status
For Tender
Scale
Date
Drawn by
Checked by
Drawing No.
Rev
1:10
15/03/2024
KH
CB
50CB02-MCW-21-CBZZ-D-A-2172
P01
1 : 100
Part Part II Internship: Shelley Court, TOCA, 2023 II Internship: Shelley Court, TOCA, 2023
2
1 : 100
it PURPOSE OF ISSUE
Project Name
CLIENT
Short Elevations
Section SW 1 : 100
Owner
Date
Project number
Drawn by
DRWAING NUMBER
Checked by
A103
Issue Date
SHEET
NW Street view
1
Elevation SW Short PROJECT
1
I designed a residential building on Revit for a family for one disabled user. This small dwelling contains a balcony and curtain glazed wall to prevent sound disruption to nearby residencies. I looked at building regulations to understand the space requirements for the disabled user and these specialised building regulations heavily influenced the floorplans and the design of the building.
Author
Checker
Project Number
1 Scale (@ A3)
1 : 100
REV
1
Elevation SW Long 1 : 200
NW Street view
2
SW Street view
3
2
3 Software: Revit 13.
2
23/02/2023 16:04:50
4
Section NE No. 1 : 100
Description
4 Date
SW Street view No.
Software: Revit 14.
Description
www.autodesk.com/revit CODE
STATUS
CODE
STATUS
SUITABILITY DESCRIPTION
4
PURPOSE OF IS
Date www.autodesk.com/revit SUITABILITY DESCRIPTION
PURPOSE OF
Diploma 5th Year: Glasgow Manufacturing City 1. Demolish heavy infrastructure
2. Pave over with greenspace and tram paths
3. Develop manufacturing neighbourhoods and increase land value
During my 5th year at the Glasgow School of Art, the Mackintosh School of Architecture I developed a thesis project designed to increase the land-value of the South-Side of Glasgow in an environmentally and socially sustainable way. I designed a Manufacturing City composed of 3D printing blocks to complete this objective.
B2: Storage
Software: Rhino + Photoshop 19.
B1: Transport
G: Retail
1: Manufacturing
Software: Rhino + Photoshop 20.
2: Manufacturing
R: Delivery
Underground Transport Road: When the section is cut less deeply we can see how there is an underground road for the transportation of 3D printing powder and parts. Cycle Road: There is a road for cycle access on the ground floor Two cores with circulation: There is are two cores containing circulation in the form of two lifts and two public staircases as well one central 3D printing lift the contents of which visible to the public thanks to the box being enclosed in glass panels and steel structure.
There are forklifts to transport 3D printing powder, machinery and parts on the Basement -2 level. There is a road for lorries to transport goods. There is a road for cyclists to cycle through and enter the building.
3D Printing Lift: There is a one large 3D printing room 17m heigh 33m wide and 40m long which 3D prints moulds for the aerospace and nautical industries in and around Glasgow. The room acts as a lift situated in the centre of the block serving a different purpose on each floor. Lifts: There are 2 large lifts 17m heigh 22m wide 18m long which are used to transport 3D printing powder, people and pieces of machinery through each floor and ultimately support the main 3D printing lift in terms of structure and transportation.
The 3D printing box travels up and down the height of the block. On the Basement level it serves to collect stored powder and parts from the storage, to serve the transportation of powder and parts the level up, to serve presentation purposes the level above, to serve manufacturing purposes the level above again and finally to serve testing purposes on the second floor. It is a multi-use room that’s primary focus is 3D printing but it also serves different functions on different floors.
Software: Rhino + Photoshop 21.
Software: Rhino + Photoshop 22.
Thesis Statement 250 words max
nics
ensity odule
“During the 21st century work is creeping into our domestic lives. I propose that should be spatially and proDiploma 4th Year: Rehabilitation Centre fortheyDrug &separated Alchohol grammatically using indoor, outdoor formal interventions inorder to increase overall human productivity.” Misuse
Rehabilitation Centre Perspective Section: Section 1:200
Public and Private Space Diagrams and Axonometric Revit Model:
Domesticity
1 Public
Domesticity
Cross-Section 1:100 Nurse Access
Cared Living Rooms
Labour
Private
c ad
Rehabilitation Centre in context axonometric model:
During 4thtoyear at the School Art, theinMackintosh of Architecture I designed a “Themy option live and workGlasgow closer together hasof increased popularity for School the sustainability of relationships and communiRehabilitation Centre for Alcohol Misuse. Located in Glasgow’s ties with the city still being the prime and placeDrug for access to opportunities and services.” Merchant City this centre would provide support for those in need. Swimming pools, balconies, greenhouses and shops were designed to “The masterplan proposes to attract vulnerable people from economically deprived areas of the inner city and provide assist.
Summer Elevation Candleriggs Rehabilitation Centre1:200 Winter Elevation:
them with services to care for them and re-skill them inorder to redistribute them around the city as more independent and stronger members of society.”
Independent 3D printing studios
M
ng
ion 1:200
Winter Elevation Candleriggs 1:200 Rehabilitation Centre Summer Elevation:
Rehabilitation Front Elevation: Front Elevation WilsonCentre Street 1:200 Winter Elevation Candleriggs 1:200
Rehabilitation Centre Long Section:
Section 1:200
“By enhancing the architectural experience of the rehabilitation centre, with nature and technology, I can make programmatic and spatial separations in a more unconventional and uninstitutional way, increasing rehabilitation performance.”
Software: Rhino + Photoshop 23.
Software: Rhino + Photoshop 24.
Summer Elevation Candleriggs 1:200
Bachelors 3rd Year: Bathing Facility, Scarborough Short Perspective Section
Long Perspective Section
During my final year at Sheffield University, the Sheffield School of Architecture, I designed a Bathing Facility that would provide a series of descending swimming pools for bathing. The bathers would descend down to the sea where they would finally complete their bathing experience.
Software: Hand Sketch 29.
Software: Hand Sketch 30.
Bachelors 3rd Year: Castle Market, Sheffield Guild Perspective Hand SketchSheffield & Guild Sectional Axonometrics
Hand Sketch 37.
In my final year at the Sheffield School of Architecture, I designed a Castle Market for digital fabrication. Composed of 4 “guilds” specialising in a different 3D printed recycled material, this market would provide jobs and retail options for those on their way to Victoria Train Station.
38.