Jay James BSc (Hons) Architectura l Technology Graduate Architectural Portfolio
JayJames Graduate Portfolio EDUCATION
PERSONAL SKILLS
2009-2013
TEAMWORK
BSc(Hons) Architectural Technology placement)
Nottingham Trent University, United Kingdom
Participating in an expedition to Vietnam in 2006 gave me the opportunity to fulfil the roles of both team leader and team player within a large group of people. Leadership and organisational skills learnt during this time have been utilised when working on both group projects at university and in my part time employment.
2007-2009
COMMUNICATION
A-Levels: Fine Art, ICT, Mathematics, Business Studies
Sir Christopher Hatton Sixth-form, United Kingdom
Elected as course representative for Architectural technology in my first two years at NTU; this was a position that demanded good communication in both oral and written skills. I am comfortable communicating at all levels, confident when dealing with large groups or individuals.
2001-2006
DESIGN
GCSE’s: 11 Grades A-C (Inc. Maths, English, Science)
Sir Christopher Hatton School, United Kingdom
HOBBIES AND INTERESTS TRAVEL & CULTURE
PERSONAL INFORMATION EMAIL
jaj13890@gmail.com
I have visited several countries worldwide and as a result have acquired an interest in travel. During the year 2006 I took part in a ‘World Challenge Expedition’ to Vietnam.
ART AND DESIGN TELEPHONE D.O.B.
+44 7979 218 337
13/08/1990
NATIONALITY
British
SPOKEN LANGUAGES
English (fluent, native tongue) Mandarin, Cantonese (beginner)
An interest and ability to sketch and create freehand drawings since an early age, has provided me with a keen eye for detail. A creative flare enables me to consider many possible design options and create multiple solutions
MUSIC Music has always been a passion of mine; I have played the guitar for 16 years and with dedication and motivation have achieved a recognised standard in playing the classical guitar.
SPORT
OTHER INFORMATION DRIVING LISENCE REFERENCES
Full and clean
Available on request
I have been a member of my local swimming club since the age of eight and have represented Northamptonshire at competition level in individual and team events. This has demanded high levels of concentration and stamina but has helped maintain my physical and mental wellbeing.
A natural ability to perform under pressure enables me to meet demanding deadlines, always holding a strong focus on tasks and having a clear sense of purpose. Subjects covered at university have enabled me to establish and effectively design to a given brief, adapting to changes as they occur.
ICT Advanced ICT skills in all Microsoft Office applications and competent in using a wide range of industry relevant software, including; AutoCAD (2D/3D), Autodesk Revit, Adobe Photoshop, Adobe Illustrator, Adobe InDesign, Google Sketchup, Autodesk 3DSMax design and more.
TECHNICAL SKILLS AutoCad Autodesk Revit Autodesk 3DS Max Adobe Photoshop Adobe In-Design Adobe After Effects Goole Sketchup Rhinocerous Microsoft Office
Table of Contents Huddersfield centre for arts and culture ...................................................................................4 context and schme proposal ................................................................................................................................... 5 The proposed building ............................................................................................................................................ 6 Proposed floor plans ............................................................................................................................................... 7 Sections with detail locations ................................................................................................................................. 9 Technical details.................................................................................................................................................... 11 Visualisations ........................................................................................................................................................ 13
Sheltered housing scheme refurbishment, dorset .................................................................15 High rise visulisations ............................................................................................................................................ 16 Low rise visualisations........................................................................................................................................... 17 Context and existing site plan ............................................................................................................................... 18 Proposed site plan ................................................................................................................................................ 19 Proposed elevations.............................................................................................................................................. 20 Technical details.................................................................................................................................................... 21
Nottingham City Council, Trinity Square Project ....................................................................23 Concept development and site proposal .............................................................................................................. 24 Site analysis and vertical section .......................................................................................................................... 25 Visualisations ........................................................................................................................................................ 26
Off-grid Sustainable Appartements, Holme PierrePoint ........................................................28 Site and scheme proposal ..................................................................................................................................... 29 Building development and general arrangement ................................................................................................. 30
1
Huddersfield Centre for Art and Culture
2013
4
PROJECT OVERVIEW Huddersfield is the largest Town in the UK and a major commuter town to some of the main northern UK cities. The town centre has had major developments carried out by Kirklees Metropolitan Council in the past; however there are still key public areas of the town centre that are outdated and underdeveloped. Princess Alexandra Walk is such an area, with buildings surrounding a large public open space that is almost unused. The existing infrastructure is poorly planned and does not consider how the available open space can be utilised. Huddersfield and West Yorkshire is an area with a thriving local arts scene and has many facilities and attractions in the area for people to experience.
(Images: Left, Existing Site Aerial Photo. Right, Proposed Site [red boundary - scheme phase 1, blue boundary - scheme phase 2]).
Context and Scheme proposal
5
Princess Alexandra Walk contains an existing public library and gallery building; this however is an outdated structure limited in its facilities. This scheme offers the opportunity to address these issues and provide new amenities of high quality to the general public. The requirements of the design brief are to expand on the existing facilities of the Huddersfield Library and Gallery to create a ‘Creative and Cultural’ complex within the future Arts Quarter of Huddersfield Town Centre. This will be achieved by providing a number of civic buildings planned and positioned carefully and strategically about the open space available on the site The Proposed scheme will be a 2-phase project with a CENTRE FOR ARTS AND CULTURE built for phase 1 and an Auditorium and Library Buildings built in the future for phase 2. The public space and landscaping will be progressively developed throughout both stages of the project. It will house a number of art pieces such as sculptures, performances, shows and numerous events.
6
Visualisations
7
8
NOTES
EXHIBITION BOOTH
EXHIBITION BOOTH
OPENABLE FACADE PANELS TO PLANTING AREA
EXHIBITION STANDS SEATING AREA
DISABLED WC
ST.
FEMALE WC
STUDIO ROOM 1
FEMALE/ DISABLED WC MALE/ DISABLED WC
FIRE ESCAPE CORRIDOR
ENTRACE FOYER
STAFF/ MANAGEMENT
FIRE ESCAPE CORRIDOR
RECEPTION DESK STUDIO ROOM 2
KITCHEN
MALE WC
SEATING AREA CAFE AND LOUNGE AREA
OPENABLE FACADE PANELS TO PLANTING AREA
EXHIBITION BOOTH
EXHIBITION BOOTH
CLIENT :
PROJECT :
PROPOSED GROUND FLOOR PLAN (Scale NTS)
TITLE :
DRAWN BY :
APPROVED BY :
DATE :
DATE :
SCALE :
DRAWING No :
ORIGINAL DRAWING SIZE
297 x 420 - A3 REV.
SEATING AREA
DISABLED WC FEMALE WC
EXHIBITION ROOM
OPEN EXHIBITION FIRE ESCAPE CORRIDOR
FIRE ESCAPE CORRIDOR
MALE WC
WORKSHOP ROOM
CLASSROOM/FUNCTION ROOM
SEATING AREA
CLIENT :
PROJECT :
TITLE :
PROPOSED FIRST FLOOR PLAN (Scale NTS)
DRAWN BY :
APPROVED BY :
DATE :
DATE :
SCALE :
DRAWING No :
ORIGINAL DRAWING SIZE
297 x 420 - A3 REV.
NOTES
NEW GROUND FLOOR: Concrete floor: 150mm min. steel floated concrete slab incorporating A193 mesh reinforcement with 50mm top cover all laid level on Visqueen 1200g polythene damp proof membrane on under floor insulation to achieve a U value of 0.22W/m2/K; poured in situ concrete base min 150mm. Allow for forming all necessary movement construction joints. 25mm insulation strips are to be placed vertically around edge of slab. All floor finishes to be Basalt stone tiles laid to manufacturers specifications. Ref DWG: 115-0-TDS4 Proposed Proposed First Floor Internal Balcony Detail
Ref DWG: 119-0-TDS4 Bespoke Primary Beam Component Section A-A Ref DWG: 112-0-TDS4 Proposed Facade Roof Glazing & Ventilation Louvre Unit, Section A-A
Ref DWG: 114-0-TDS4 Proposed Roof Construction Detail Section A-A
Ref DWG: 117-0-TDS4 Proposed Roof Edging and Openable Window Unit
GLAZING: Glazing to doors,and window panels adjacent to doors to be safety glass to BS 6206 up to and including any glass pane within 1500mm of the finished floor level.
Ref DWG: 111-0-TDS4 Proposed Strut Central Connection Detail
Glazing below a vertical height of 800mm of the finished floor level is to be toughened safety glass to comply with Approved Document Part N
Ref DWG: 110-0-TDS4 Proposed External Facade Structure & Glazing System
Ref DWG:109-0-TDS4 Proposed Base & Foundation Detail At Primary Struts, Section A-A
PARTITIONS: Non-load bearing partitions:- 95x45mm C16 CLS standards at 600mm c/c. With top and bottom rails and intermediate dwangs; 60mm paper faced Glasswool insulation stapled to sides of studs where shown and all finished both sides with 12.5mm plasterboard all taped and filled.
WINDOWS / GLASS CURTAIN WALL : Glass facade/ opening window units to be double glazed with Low-E glass (with 16mm air gap, inner facade) to achieve a U-value of 1.6W/m²K. Ref DWG: 118-0-TDS4 Openable window units are to have top hung Proposed Internal Facade casements, opening outwards, to allow a clear Structure & Glazing System unobstructed opening area and ventilation passage Section A-A for air flow.
Ref DWG: 113-0-TDS4 Proposed First Floor Construction Detail Ref DWG: 116-0-TDS4 Proposed Column Base Foundation Detail
CLIENT :
PROJECT :
SECTION A-A, DETAIL LOCATIONS (Scale 1:200)
TITLE :
DRAWN BY :
APPROVED BY :
DATE :
DATE :
SCALE :
DRAWING No :
ORIGINAL DRAWING SIZE
297 x 420 - A3 REV.
Ref DWG: 203-0-TDS4 Proposed Double Skin Facade Roof Glazing With Openable Window Section B-B
Ref DWG: 204-0-TDS4 Proposed Door & Fire Rated Partition Details
Ref DWG: 202-0-TDS4 Proposed Louvre Door Unit At Reception
PROPOSED SECTION B-B, DETAIL LOCATIONS (Scale 1:200) NEW GROUND FLOOR: Concrete floor: 150mm min. steel floated concrete slab incorporating A193 mesh reinforcement with 50mm top cover all laid level on Visqueen 1200g polythene damp proof membrane on under floor insulation to achieve a U value of 0.22W/m2/K; poured in situ concrete base min 150mm. Allow for forming all necessary movement construction joints.
GLAZING: Glazing to doors,and window panels adjacent to doors to be safety glass to BS 6206 up to and including any glass pane within 1500mm of the finished floor level.
25mm insulation strips are to be placed vertically around edge of slab. All floor finishes to be Basalt stone tiles laid to manufacturers specifications.
WINDOWS / GLASS CURTAIN WALL : Glass facade/ opening window units to be double glazed with Low-E glass (with 16mm air gap, inner facade) to achieve a U-value of 1.6W/m²K.
PARTITIONS: Non-load bearing partitions:- 95x45mm C16 CLS standards at 600mm c/c. With top and bottom rails and intermediate dwangs; 60mm paper faced Glasswool insulation stapled to sides of studs where shown and all finished both sides with 12.5mm plasterboard all taped and filled.
Glazing below a vertical height of 800mm of the finished floor level is to be toughened safety glass to comply with Approved Document Part N
Openable window units are to have top hung casements, opening outwards, to allow a clear unobstructed opening area and ventilation passage for air flow.
CLIENT :
PROJECT :
TITLE :
DRAWN BY :
APPROVED BY :
DATE :
DATE :
SCALE :
DRAWING No :
ORIGINAL DRAWING SIZE
297 x 420 - A3 REV.
NOTES
NEW GROUND FLOOR: Concrete floor: 150mm min. steel floated concrete slab incorporating A193 mesh reinforcement with 50mm top cover all laid level on Visqueen 1200g polythene damp proof membrane on under floor insulation to achieve a U value of 0.22W/m2/K; poured in situ concrete base min 150mm. Allow for forming all necessary movement construction joints. 25mm insulation strips are to be placed vertically around edge of slab. All floor finishes to be Basalt stone tiles laid to manufacturers specifications. Automated adjustable louvre window as previously detailed Ref DWG: 112-0-TDS4. Laminated transparent polymer finish to match glass curtain wall facade
Sedum/ wild grass mix green roof construction as previously detailed. Ref DWG: 114-0-TDS4 Concrete Allan curb edge to green roof, applied as per manufacturers instructions
Steel Flashing, 4mm Steel profile sheet
DPC to be applied above and below insulation layers and lapped up and over edge underneath steel flashing Symphonic drainage system, downpipe every 10m into facade service area directly behind mullion
PARTITIONS: Non-load bearing partitions:- 95x45mm C16 CLS standards at 600mm c/c. With top and bottom rails and intermediate dwangs; 60mm paper faced Glasswool insulation stapled to sides of studs where shown and all finished both sides with 12.5mm plasterboard all taped and filled. GLAZING: Glazing to doors,and window panels adjacent to doors to be safety glass to BS 6206 up to and including any glass pane within 1500mm of the finished floor level. Glazing below a vertical height of 800mm of the finished floor level is to be toughened safety glass to comply with Approved Document Part N
Caulk joint applied to mullion base
WINDOWS / GLASS CURTAIN WALL : Glass facade/ opening window units to be double glazed with Low-E glass (with 16mm air gap, inner facade) to achieve a U-value of 1.6W/m²K.
Steel Profile sheet roof cover Double layer of rigid, high grade thermal insulation, 25mm, 50mm
Openable window units are to have top hung casements, opening outwards, to allow a clear unobstructed opening area and ventilation passage for air flow.
CLIENT :
PROJECT :
Concrete roof slab cast in situ above steel deck, reinforced with A15 steel mesh 50mm from top of slab minimum depth of 80mm and minimum overall roof slab depth of 150mm
Steel edge profile piece clipped and welded to 75mm depth steel profile deck
PROPOSED GREEN ROOF EDGE DETAIL AND LOUVRE WINDOW BASE CONNECTION (Scale 1:5)
TITLE :
Profile component clipped to specialised mullion as drainage cover cap. Ref manufacturers details DWG: 501-SCH-TDS4
DRAWN BY :
APPROVED BY :
DATE :
DATE :
SCALE :
DRAWING No :
ORIGINAL DRAWING SIZE
297 x 420 - A3 REV.
NOTES
Facade roof glazing, 2 x number 9.5mm thick laminated safety glass panes bonded directly to each other (polymer adhesive to be specified by others). Glazing to achieve a minimum U-Value of 1.6 W/m2K to satisfy Approved Document Part L 2013
Rubber butyl corner seal gasket at corner joint glazing module, specified by system manufacturer
Specialised eaves transnomby others, adjustable to required roof angle to connect mullion/ transnom system to roof glazing. Ref manufacturers details DWG:501-0-TDS4
Spider glass fixing by others, corner fixing detail to provide fixing to one end of top glazing/roof glazing modules only. Ref Manufacturers Details DWG: 401-MERO-TDS4
25mm insulation strips are to be placed vertically around edge of slab. All floor finishes to be Basalt stone tiles laid to manufacturers specifications. PARTITIONS: Non-load bearing partitions:- 95x45mm C16 CLS standards at 600mm c/c. With top and bottom rails and intermediate dwangs; 60mm paper faced Glasswool insulation stapled to sides of studs where shown and all finished both sides with 12.5mm plasterboard all taped and filled.
Facade Ventilation opening for rising air to exit facade buffer zone. Glass louvre unit directly fitted into mullion/ transnom system modules. louvre units are to be fitted every other window at facade head. Ref Manufacturers Details DWG: 601-HD-TDS4
GLAZING: Glazing to doors,and window panels adjacent to doors to be safety glass to BS 6206 up to and including any glass pane within 1500mm of the finished floor level. Glazing below a vertical height of 800mm of the finished floor level is to be toughened safety glass to comply with Approved Document Part N
Louvre unit to be have automated control provided by hydraulic arm, unit opening/closing is be remotely controlled by centralised building management system
Glass fin support for external facade, 190mm depth, x 1 number pane 9.5mm thick, toughened glass for increased rigidity. Ref manufacturers details DWG: 401-MERO-TDS4
NEW GROUND FLOOR: Concrete floor: 150mm min. steel floated concrete slab incorporating A193 mesh reinforcement with 50mm top cover all laid level on Visqueen 1200g polythene damp proof membrane on under floor insulation to achieve a U value of 0.22W/m2/K; poured in situ concrete base min 150mm. Allow for forming all necessary movement construction joints.
Naturally heated/ ventilated cavity between facade skins to reduce mechanical HVAC system requirements by a minimum of 75% (restricted access for service and maintenance only)
Adjustable louvre unit, with transparent laminated cover finish to match glass facade
WINDOWS / GLASS CURTAIN WALL : Glass facade/ opening window units to be double glazed with Low-E glass (with 16mm air gap, inner facade) to achieve a U-value of 1.6W/m²K. Openable window units are to have top hung casements, opening outwards, to allow a clear unobstructed opening area and ventilation passage for air flow.
CLIENT :
PROJECT :
TITLE :
PROPOSED DOUBLE SKIN FACADE ROOF GLAZING WITH LOUVRE WINDOW, SECTION B-B (Scale 1:10)
DRAWN BY :
APPROVED BY :
DATE :
DATE :
SCALE :
DRAWING No :
ORIGINAL DRAWING SIZE
297 x 420 - A3 REV.
This scheme was the refurbishment of a sheltered housing scheme in Dorset. This consisted of external works to 2 high rise buildings, 1 low rise building and the re-landscaping of the entire housing site. The work involved the design and installation of new rainscreen cladding systems to both buildings and new glass facade balcony installations to the two tower blocks. The landscaping design addressed issues with existing infrastructure of the site and utilised the land to create an interactive communal space for the local residents.
Sheltered Housing Scheme Refurbishment, Dorset Placement Year, Design Team Project, 2012
15
A
D
B
CONSTRUCTIO CLIENT :
PROJECT :
TITLE :
EXISTING SITE PLAN (Scale - 1:500)
DRAWN BY :
APPROVED
DATE :
DATE :
OR
SCALE :
Context and Existing Site Plan
DRAWING No :
16
A
B
CONSTRUCTION ISSUE CLIENT :
PROJECT :
TITLE :
EXISTING SITE PLAN (Scale - 1:500)
DRAWN BY :
APPROVED BY :
DATE :
DATE :
SCALE :
Proposed Site Arrangement
DRAWING No :
ORIGINAL DRAWING SIZE
594 x 420 - A2 REV.
17
High rise visualisations
18
Low rise visualisations
19
to be brought to the attention of Michael Dyson Associates Limited prior to the commencement of any fabrication or building works. This drawing is the property and copyright of Michael Dyson Associates Limited; it shall not be copied to any other party without the express written consent NOTES of an authorised director of Michael Dyson Associates Limited.
Proposed Plant Room And Roof Details Ref Dwg: 125-(20)-7386 NOTES
1
3
(1) Plant room extension to create sloped roof for installation of PV panels
4
Proposed Plant Room And Roof Details Ref Dwg: 125-(20)-7386
3
2
Proposed Brise Soleil Details Ref Dwg:129-(20)-7386
Proposed Brise Soleil Details Ref Dwg: 129-(20)-7386
2 Proposed Brise Soleil Details Ref Dwg:129-(20)-7386
(1) Plant room extension to create sloped roof for installation of PV panels NOTES (2) Rainscreen cladding panels - coloured blue
(1) Plant room extension to create sloped roof (3) Brise Soleil roof overhang for installation of PV panels
(3) Brise Soleil roof overhang
3
(4) Rainscreen cladding - coloured white Proposed Parapet And Roof Details Ref Dwg: 124-(20)-7386
1
4
Proposed Plant Room and Roof Details Ref Dwg: 125-(20)-7386
(2) Rainscreen cladding panels - coloured blue
4
(4) Rainscreen cladding - coloured white
2
Proposed Parapet And Roof Details cladding panels - coloured blue Proposed Parapet Roof Details (2) Rainscreen (5) Folding glazed balcony windows Ref Dwg: 124-(20)-7386 Ref Dwg: 124-(20)-7386 (6) Fixed glazed balustrading (3) Brise Soleil roof overhang
(5) Folding glazed balcony windows (6) Fixed glazed balustrading
Flat Roof Level
(7) Vertical aerofin louvres fixed to balcony Proposed Brise Soleil Details Ref Dwg: 129-(20)-7386 (8) New entrance canopy
5
(7) Vertical aerofin louvres fixed to balcony
Flat Roof Level
(4) Rainscreen cladding - coloured white (8) New entrance canopy
(9) Vertical feature rainscreen cladding panels multi coloured
6 Ninth Floor Level
(9) Vertical feature rainscreen panels (5) Folding glazed balconycladding windows multi coloured
(10) Planter
(10) Planter (6) Fixed glazed balustrading
Ninth Floor Level
(7) Vertical aerofin louvres fixed to balcony
5
5
Eighth Floor Level Proposed New Balcony Details Ref Dwg: 122-(20)-7386 Ref Dwg: 123-(20)-7386
Proposed New Balcony Details Ref Dwg: 122-(20)-7386 Ref Dwg: 123-(20)-7386
6
(8) New entrance canopy
Eighth Floor Level
Proposed New Balcony Details Ref Dwg: 122-(20)-7386 Ref Dwg: 123-(20)-7386
(9) Vertical feature rainscreen cladding panels multi coloured
Seventh Floor Level
(10) Planter
Seventh Floor Level
6 Sixth Floor Level
Sixth Floor Level
7
Fifth Floor Level
Fifth Floor Level
Fourth Floor Level
ourth Floor Level
Proposed Vertical Fin Details Ref Dwg: 130--(20)-7386 Proposed Rainscreen Cladding Details Ref Dwg:127-(20)-7386 Ref Dwg:128-(20)-7386
Proposed Rain-screen Cladding Details Ref Dwg: 127-(20)-7386 Ref Dwg: 128-(20)-7386
Third Floor Level
Third Floor Level
CONSTRUCTION ISSUE
Second Floor Level
CONSTRUCTION ISSUE CONSTRUCTION ISSUE
Second Floor Level REV
CLIENT :
First Floor Level
Proposed New Balcony Foundation Details Ref Dwg: 121-(20)-7386 TITLE :
1
2
TITLE :
9
Proposed North Elevation 3
4
PROPOSED NORTH ELEVATION (Scale - 1:100)
5 metres
1:100
DRAWN BY :
0
APPROVED BY :
1
2
DATE :
3
DATE :
West House, Meltham Road, Honley, Huddersfield HD9 6LB t. 01484 666888 f. 01484 664186 APPROVED BY : w. www.mdyson.co.uk
Proposed South Elevation
PROPOSED SOUTH ELEVATION (Scale - 1:100)
5 metres
4
ORIGINAL DRAWING SIZE
SCALE :
DRAWN BY :
DATE :
DRAWING No :
CLIENT :
3
(1) Plant room extension to create sloped roof for installation of PV panels Proposed Plant Room And Roof Details (2) Rainscreen cladding panels - coloured blue Ref Dwg: 125-(20)-7386
4
1
(3) Brise Soleil roof overhang
Proposed Main Entrance Canopy Ref Dwg: 126-(20)-7386
3
(4) Rainscreen cladding - coloured white
2
Proposed Parapet And Roof Details Ref Dwg: 124-(20)-7386
Proposed Brise Soleil Details Ref Dwg: 129-(20)-7386
2
4 PROJECT :
10
(5) Folding glazed balcony windows Proposed Brise Soleil Details Dwg: 129-(20)-7386 (6) Fixed glazedRef balustrading
Proposed New Foundation Details Ref Dwg: 121-(20)-7386
(8) New entrance canopy (9) Vertical feature rainscreen cladding panels multi coloured
(4) Rainscreen cladding - coloured white TITLE :
9
1
2
3
4
PROPOSED WEST ELEVATION (Scale - 1:100) Proposed New Balcony Details Ref Dwg: 122-(20)-7386 Ref Dwg: 123-(20)-7386
5 metres
(5) Folding glazed balcony windows
(7) Vertical aerofin louvres fixed to balcony
5
(8) New entrance canopy
6 0
(2) Rainscreen cladding panels - coloured blue
(6) Fixed glazed balustrading
8
1:100
NOTES
(3) Brise Soleil roof overhang
(10) Planter
Proposed Vertical Fin Details Ref Dwg: 130-(20)-7386
594 x 420 - A2
(1) Plant room extension to create sloped roof for installation of PV panels Parapet And Roof Details BalconyProposed Ref Dwg: 124-(20)-7386
(7) Vertical aerofin louvres fixed to balcony
5
ORIGINAL DRAWING SIZE
Do not scale from this drawing. dimensions must be checked on site by the Contractor prior to the REV. commencement of any fabrication or building works. Where applicable, dimensions and details are to be read in conjunction with specialist consultants' drawings and/or other specifications; any disparity is to be brought to the attention of Michael Dyson Associates Limited prior to the commencement of any fabrication or building works. This drawing is the property and copyright of Michael Dyson Associates Limited; it shall not be copied to any other party without the express written consent of an authorised director of Michael Dyson Associates Limited.
DRAWING No : All
REV.
1
DATE :
SCALE :
594 x 420 - A2
NOTES
Proposed Plant Room And Roof Details Ref Dwg: 125-(20)-7386
BY
PROJECT :
10
Proposed New Balcony Foundation Details Ref Dwg: 121-(20)-7386
9
0
AMENDMENTS
First Floor Level PROJECT :
10
Proposed Rainscreen Cladding Details Ref Dwg: 127-(20)-7386 Ref Dwg: 128-(20)-7386
DATE CLIENT :
DRAWN BY :
(9) Vertical feature rainscreen cladding panels multi coloured APPROVED BY : (10) Planter
6
DATE :
DATE : ORIGINAL DRAWING SIZE
SCALE :
594 x 420 - A2
DRAWING No :
REV.
7 Proposed New Balcony Details Ref Dwg: 122-(20)-7386 Ref Dwg: 123-(20)-7386
Proposed Vertical Fin Details Ref Dwg: 130--(20)-7386
CONSTRUCTION ISSUE REV
DATE
CONSTRUCTION ISSUE
West House, Meltham Road, Honley, Huddersfield HD9 6LB t. 01484 666888 f. 01484 664186 w. www.mdyson.co.uk CLIENT :
CLIENT :
PROJECT :
10
Proposed Main Entrance Canopy Ref Dwg: 126-(20)-7386
Proposed New Balcony Foundation Details Ref Dwg: 121-(20)-7386 TITLE :
TITLE :
8
Proposed East Elevation 1
2
3
4
PROPOSED EAST ELEVATION (Scale - 1:100)
PROJECT :
10
Proposed New Balcony Foundation Details Ref Dwg: 121-(20)-7386
0
BY
Proposed Rainscreen Cladding Details Ref Dwg: 127-(20)-7386 Ref Dwg: 128-(20)-7386
Proposed Rainscreen Cladding Details Ref Dwg: 127-(20)-7386 Ref Dwg: 128-(20)-7386
1:100
AMENDMENTS
8
9 1:100 DRAWN BY :
0
DATE : SCALE :
5 metres DRAWING No :
Proposed West Elevation 1
2
3
APPROVED BY :
4
5 metres
DATE :
ORIGINAL DRAWING SIZE
9
PROPOSED WEST ELEVATION (Scale - 1:100)
DRAWN BY :
APPROVED BY :
DATE :
DATE :
SCALE :
594 x 420 - A2 REV.
DRAWING No :
20
ORIGINAL DRAWING SIZE
594 x 420 - A2 REV.
APR'D
APR'D
NOTES
A
Fire proof steelwork to BS 476 Part 20-21: 1987 and ASFP "Yellow Book" approved for required amount of minutes of fire protection. Use "Nullifire" intumescent coating or similar approved product.
A For coping details, see drawing 124-(20)-7386 Proposed Parapet & Roof Details Proposed roof to be formed using permanent formwork, with bar spacers and reinforcement provided for concrete slab roof
B
Further glazing above, balcony to have open roof space, steel between curtain glazing to form the structural support.
B For coping details, see 124-(20)-7386 Proposed Parapet & Roof Details
For steel roof support details to roof parapet, see 124-(20)-7386 Proposed Parapet & Roof Details
Timber packing and frame built behind for Solarlux metal cladding
Metal cladding material to be powder coated to be fixed to the timber packers
Extend the Solarlux metal cladding to up to the under side of the coping to the parapet wall
PFC perimeter steelwork (as per previous floor details) to be installed at existing roof line to act as bracing. No floor/ ceiling infill between.
No fines concrete infill panel (not structural) Reinforced concrete floor slab Balcony curtain glazing to Solarlux details
75mm screed with Terrazzo floor finish
250
150mm deep beam for beam and block floor
50mm sq. battens fixed to the underside of the beam and block floor, with 12.5mm Euroform Versapanel soffit board, to provide minimum 1h fire protection. To have painted finish.
250x90 PFC with packing plate and 10mm thick plate welded below
250
250
250
Timber packers fixed to outside of PFC steel to act as spacers between the steel and the proposed cladding.
Dashed line denotes proposed steel columns Reinforced concrete toe edge Existing tower block made up of No Fines concrete panels (not structural)
Line of new column
CLIENT :
250mm thick reinforced concrete column between no fines panels
No fines concrete infill panel (not structural)
PROJECT :
250x90 PFC with packing plate and 10mm thick plate welded below
Metal cladding material to be powder coated to be fixed to the timber packers 250
150mm deep beam for beam and block floor
Timber packers fixed to outside of PFC steel to act as spacers TITLE : between the steel and the proposed cladding.
250
250
250
75mm screed with Terrazzo floor finish
Reinforced concrete toe edge
PROPOSED ROOF SECTION AA (Scale - 1:50)
BALCONY SECTION BB (Scale - 1:20)
DRAWN BY :
APPROVED BY :
DATE :
DATE :
SCALE :
DRAWING No :
ORIGINAL DRAWING SIZE
594 x 420 - A2 REV.
NOTES GENERAL SPECIFICATION : General workmanship to comply with BS8000. Building tolerances no greater than those given in BS5606, tables 1 & 2. Demolish any required structures in accordance with BS6187 and HSE guidance notes gs29/1. 3 and 4. operatives must be appropriately skilled and experienced for the type of work and hold relevant CITB certification. Excavations to comply with BS8000 part 1 sections 3.1, 3.2 and 3.3.Hardcore filling to BS812-111. blinding to BS882, type c or m. topsoil to BS3882. All concrete work to be in accordance with BS8110 parts 1,2 & 3.concrete to foundations and slabs to relevant clauses of BS5328-2, BS5328-3, and BS5328-4. grade c35.
Pairs of Hilti HY150 M16 resin anchors at 300mm centres stainless steel through no fines concrete and work 150mm embedment
Concrete blinding, cavity fill, pipe surround to BS5328: parts 2,3 & 4. grade c20.All steel reinforcement to comply with BS4449 or BS4483 and cut and bent to BS8666. 250
165mm dia. circular steel post, 50mm from inner face of the PFC
250
250x90 PFC 15mm epoxy mortar Packing plate
Steel plate welded to column at floor level, to be filled above to floor line with concrete
10mm thick plate
COLUMN & PLATE (C1) DETAIL (Scale - 1:10)
Steel plate to support PFC welded to column at floor level, to be filled above to floor line with concrete
STEEL PFC (Scale - 1:10)
Softwood for structural use to BS4978 or BS EN519. strength class to BS EN338: c16. moisture content not more than 20%. plywood to BS5268-2.
Plate fixing detail C2
165mm round column to each floor level
New EWI system applied to existing wall structure
250x90 PFC
Discreet ACO channel to back edge in front of doors, new external patio to be set down 50mm from finished floor level
Beam and block floor construction
Plasterboard to BS1230: part 1 types 1 to 5. handled and stored to BS8212, section 5. do not use damaged boards. plaster undercoat to BS1191:part 2. finish coat BS1191: part 1, class b.paint finish to be water based unless specified other.
Drainage below ground to be vitrif ied clay to BS EN295-1.
Square column at ground level, size to be 180mm sq. x 10.0 S.H.S
50mm sq. battens fixed to the underside of the beam and block floor, with 12.5mm Euroform Versapanel soffit board, to provide minimum 1h fire protection. To have painted finish.
Plate fixing detail C1 430mm sq x 20mm thick baseplate over 20mm thick high strength grout, bolted down with 4No. Hilti M20 HY150 resin anchors, with 200mm embedment.
Cast polished concrete OR blockwork and render to match the tower block to form planters surrounding steel columns, material to be confirmed.
50mm thick 450mm sq. pavers to patio over 25mm sand blinding and minimum 150mm concrete and good quality hardcore
Euroform Versapanel soffit board fixed to 50mm sq timber battens
COLUMN & PLATE (C2) DETAIL (Scale - 1:10)
250x90 PFC with 10mm thick packing plate
Precast concrete edgings to BS7263-1. precast concrete kerbs to BS7263-1. concrete for haunching to BS5328. mortar bedding mix 1:3.Concrete slab paving to BS7263: part 1. lay on blinding sand to BS7533-4.
Cladding to Solarlux specification, to be fixed to the timber packers.
165mm dia. circular steel post, 50mm from inner face of the PFC plate.
Damp proof courses to be bitumen based to BS6398. class b. movement joints to have cellular polyurethane/polyethylene filler with polysulphide sealant.
Plate fixing detail C1
Balcony curtain glazing to Solarlux details
Distance between column and PFC to vary to accommodate possible misalignments along the height of the existing building elevation
165mm dia. circular steel post, 50mm from inner face of the PFC
600x600 Grade C35 concrete ring beam with piles. Provide 120kg of reinforcement every m3 of concrete.
Solarlux glazing, to manufacturers details
WINDOW HEAD/CILL DETAIL (Scale 1:10)
Existing tower block foundation (both assumed pile foundations below) Overspill concrete may have to be broken away locally
180x180x10.0 S.H.S. 600x600 Grade C35 concrete ground beam with piles (see plan). Provide 120kg of reinforcement every m3 of concrete. Foundation to be set 900mm below FFL.
Trespa panel to manufacturers details 15mm Versapanel Euroform cement board to provide 1h fire protection to external area 50x25mm battens fixed to steel 180mm sq x 10.0 S.H.S between ground floor and first floor only
ISOMETRIC OF STEEL FRAME (Scale - NTS)
Pile foundations designed and calculated by specialist
BALCONY FOUNDATION SECTION (Scale - 1:20)
STEEL CLADDING DETAIL (Scale - 1:10)
250 x 90mm PFC carried horizontally each to structural pillar 4 x M20 Hilti HY150 Resin Anchors Stainless Steel 150mm embedment into the column
Line of structural No Fines concrete panels
Pile location below
For balcony abutment, see Columns base detail (C2) & Detail G on drawing "127-(20)-7386 Rainscreen Cladding Details"
Square column at ground level, size to be 180mm sq. x 10.0 S.H.S 180x180x10.0 S.H.S. Pile location below
600x600 Grade C35 concrete ring beam with piles. Provide 120kg of reinforcement every m3 of concrete.
430mm sq x 20mm thick baseplate
C2
C1 RWP to be be boxed in at floor levels, and boxed in with rainscreen cladding to the exposed areas at ground level
Concrete Infill
CLIENT :
20mm thick high strength grout 4No. Hilti M20 HY150 resin anchors, 200mm embedment
Span of Beam and Block Floor
600mm sq. ground beam PROJECT :
300mm diameter piles. Pile foundations designed and calculated by specialist 165mm dia. circular steel post, 50mm from face of the PFC plate. Pile location below
Pile location below
PROPOSED FOUNDATION PLAN (Scale - 1:20)
STEEL BASEPLATE DETAIL (Scale - 1:20)
C1
250x90mm PFC Balcony glazingto Solarlux details
PROPOSED STEEL FRAME PLAN (Scale - 1:20)
TITLE :
C1
DRAWN BY :
APPROVED BY :
DATE :
DATE :
SCALE :
DRAWING No :
ORIGINAL DRAWING SIZE
841 x 594 - A1 REV.
The scheme involved urban panning design tor the ‘Trinity Square Project’ for Nottingham City Council. The scheme was to redesign a public square that no longer fulfilled its intended purpose. The brief specified the space be flexible and usable for events and should encourage and draw people into it; the design also had to be representative of Nottingham. Designs were to be exhibited to the public alongside Architects Practices bidding for the project.
Nottingham City Council, Trinity Square Project October 2013
23
Concept Development and Proposal
24
Site Analysis: Pedestrian Movements
Site Analysis: Significant Views
Proposed Section Through Site
Site Analysis and Vertical Section
25
Visualisations
26
27
This project was a hypothetical feasibility study undertaken for the resurrection of high end sustainable apartment buildings intended for the elderly or aging population in Holme Pierrepoint, on the outskirts of Nottingham. The project considered many points such as reed beds for sewage disposal and grey water recycling, allotments to grow vegetables, fruits etc. and increase self sufficiency and the building fabric, which would comprised of locally sourced sustainable materials. Furthermore, the site incorporates many facilities for the enjoyment of the residents such as a local public house, shop and chemist and private walled garden and courtyard
Off-grid Sustainable Apartments, Holme PierrePoint January 2014
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Site and Scheme Proposal
29
Building Development and General Arrangment
30
Contact Mr J. A. James
jaj13890@gmail.com
jamesj@hotmail.co.uk
+44 7979 218 337