NOPHILL.DAMANIYA.
Part II Architectural Designer
ABOUT
From an early age, I have shown a creative passion for designing and building structures of any form. As a child, I would assemble and design famous architecture using any material available. I found the challenge of making the structures durable intriguing. Ensuring that readily available materials were only used was imperative and this philosophy has stood by me. This nurtured me to become detail oriented and focused.
Architecture education has encouraged me to design proposals that consider cultural and social issues of the users. This cultivated desire to improve the local area and enhance the lives of the residents. I am fond of proposals that are delicate to their local context and involve the collaboration of immediate businesses.
My approach to architecture focuses on designing the urban environment through process of analysing the areas qualities, layers, and historical past. From this, unique elements can be formed.
WORK EXPERIENCE
ARCHITECTURAL EXPERIENCE
1. TRIANGLE ARCHITECTS | MANCHESTER (6 MONTHS)
Part 2 Architectural designer (June ‘22 - December ‘22)
Work profile - Concept Design, Design Development, Planning applications and Specification.
Worked on various projects based in Manchester & Chester.
2. ORBIT ARCHITECTS | LONDON (3 MONTHS)
Part 1 Architectural designer (May ‘19 - August ‘19)
Work profile - Concept Design, Design Development, Planning applications and Specification.
Worked on various projects based in central london.
3. BRIFFA PHILLIPS ARCHITECTS | ST ALBANS (6 MONTHS)
Part 1 Architectural designer (December ‘18 - April ‘19)
Work profile - Concept Design, Design Development, Planning applications and Specification
- Oak Farm, Maldon. Essex. (Change of Use)
- Grimston Road. St Albans (Rear Extension)
- Lower Dagnall Street. St Albans (Rear Extension)
- Packhorse Place, Dunstable. Bedfordshire. (New Built)
- Mayflower Road, Kensworth. (New Built)
- Holywell Hill, St Albans. Grade 2 Listed (Refurbish/develop)
RETAIL EXPERIENCE
TESSUTI LIMITED | WHITEROSE LEEDS (7 MONTHS) Various Roles
- SFS supervisor - (Ship From Store). Managing multiple online orders and distribution of workload amongst team. Updating database with stock KPI’s.
- Shop Floor Staff - supervising daily shop floor operating procedures and designing layout of store for optimum customer experience.
- Cashier - substantial experience attained in handling customer support inc. complaints and responding effciently with conflict resolution.
VOLUNTEERING
JUSTGIVING - HELP REBUILD A HOME PROJECT 20212022
Family/ friend founded legacy movement
- Co-produced a legacy campaign to help rebuild homes for those living in poverty whose homes were destroyed by natural disasters in Bangladesh.
- Co-designed marketing materials and built a justgiving page to assist with our fundraising campaign, we have raised a total of £5K (thus far have rebuilt 2 homes).
- Provided advice for mock up drawings of the rebuild, ensured all funds raised were spent diligantly on the construction.
SOFTWARE
Revit AutoCad Rhino SketchUp Pro - VRay Gravity Sketch (VR) DIAlux
Adobe Photoshop
Adobe InDesign
Adobe Illustrator
Microsoft suit
LANGUAGES
English Gujarati Hindi/Urdu
REFERENCES
Harry Randhawa Director - Triangle Architects Ltd. harry@trianglearchitects.co.uk Mob: 07823 885957
Raven House, 113 Fairfield Street, Manchester, M12 6EL
Mike Aling
Senior Lecturer - MArch programme leader. University of Greenwich. m.aling@greenwich.ac.uk
10 Stockwell St, London SE10 9BD
9th June 1995
NOPHILL DAMANIYA
PART II ARCHITECTURAL DESIGNER
RIBA Part 2 - Application Portfolio SAMPLE ARCHITECTURAL WORK
(Extended portfolio available upon request)
01 - Part II Experience
Triangle Architects Ltd - Manchester Site Location - Hattersley. Software - Revit
Main project that I worked on at Triangle Architects together with one lead Architect is shown here.
Hattersley Extra Care Housing - A 91 unit extra care housing scheme is to be constructed which will provide an alternative to residential care for local elderly people. This project has an over all architectural services fee of £100k and an overall project budget of £18.1M. The form of appointment is RIBA Standard Agreement for the Appointment of an Architect 2010 and the type of contract for the project is Design and Build.
SECTION
02 - MArch - FREEMIUM ISLAND (Y5)
University of Greenwich
Site Location - Kyosho, Japan. Software - Rhino
Thesis project based on an adonboned japanese coal mining island. The project focuses on video game/virtual reality and adapts the level designing and gamification methods in the design to create a uptopian world where play will be the new work to generate economy using gold farming techniques used in video games such as World of Warcraft.
03 - MArch - MENTAL HEALTH CLINIC (Y4) University
of Greenwich
Site Location - Smiths’ Wharf, London. Software - Rhino
First years masters project based in London City. The project looks at how the policies and Local plan of London be used to create a Mental Health Clinic for child and adolescent . Situated right next to the City of London School the project will deliver a service for its students and the parents. As the site is based in a busy Wharf, the river will also be used to enter the building which will encourage more businesses to use boat/ships as a mean of public transport.
Nophill Damaniya- UNIT 13 45
TRIANGLE ARCHITECTS Project Architect Project Name: Client: Project Number: OTHER PARTIES BY ANY MEANS. THIS MODEL IS WORK IN PROGRESS AND MAY HAVE SOME INFORMATION REMOVED BEFORE ISSUE. TRIANGLE ARCHITECTS LIMITED'S LEGAL LIABILITY FOR THE DESIGN REFLECTED IN THE ISSUED DRAWINGS, NOT THIS MODEL FILE. Status: Issue Date: Designer(s): Author: BIM manager: Rev Date By Remarks Rev: P12 Extra Care Housing, Hattersley Onward Homes 18-016 Alison Duxbury S0 11/10/2022 AJD, JTM, JPS TRIANGLE ARCHITECTS N/A P0622.04.22JTMModel Issue. ssue for coordination purposes P0710.05.22JTMModel Issue. Issue for Coordination P0823.05.22JTMModel Issue. Issue for Coordination P0917.06.22JTMModel Issue. Issued for coordination. P1029/07/22JTMModel Issue. Issued for coordination. P1125/08/22JTMModel Issue. Issued for coordination P1211/10/22JTMModel Issue. Issued for coordination BLOCK G_22_102 CONSTRUCTION -Information Required May 20 Extra Care Housing, Hattersley Onward Homes Proposed GA Plan - First Floor Plan Amenity Space Circulation 658.5 m² Refuse Recycling31.0 m² Service Areas 23.5 m² Store 5.0 m² Total Ancillary Space854.5 m² Total GIA Circulation includes Stairs, Lifts. Area Schedule (GEA) All Floors 1014.0 m² 3192.0 m² 3172.0 m² 10648.0 m² Lower Ground Floor Second Floor Area Schedule (GIA) 1F Residential AccomodationQuantity m2 Flat Type A.115834.5 m² Flat Type A.1 VAR 156.0 m² Flat Type A.2156.5 m² Flat Type A.2 VAR 156.0 m² Flat Type B.12118.0 m² Flat Type B.2159.0 m² Flat Type D.19564.0 Flat Type D.1 VAR 2127.5 Flat Type D.3162.5 m² Bed Bed 12 2789.0 m² STATUS B5 Information required Internal wall types and buildup be confirmed by British Gypsum M&E consultant services strategy to be determined. Internal Glazed screen suppliers details require for coordinated design Curtain walling and External door suppliers details required for full setting out of external access doors CONSTRUCTION STATUS B5 INFORMATION REQUIRED. Final S.O. curtain walling subject coordination with Curtain walling subcontractor prior to manufacture Final S.O. external doors subject coordination with external door subcontractor prior to manufacture Glazed screens to Apartment entrance doors abeyance subject review with client.
HATTERSLEY ROAD EAST BLOCK KINGSTON CLOSE G_22_101 CONSTRUCTION -Information Required May 20 Extra Care Housing, Hattersley Onward Homes Proposed GA Plan -Ground Floor Bed 11 Bed Bed Cat 33 Cafe/ Dining 207.5 m² Circulation 673.0 m² Kitchen/Service 94.5 m² Reception Lounge Amenity Space Refuse Recycling10.0 m² Service Areas 46.0 m² Staff Areas 88.0 m² Store 108.5 m² Total Ancillary Space1682.0 m² Total GIA NOTES: Areas not include Balconies Terrace Areas Area Schedule (GEA) All Floors 1014.0 m² 3270.0 m² 3172.0 m² 10648.0 m² Lower Ground Floor Second Floor 2833.0 m² Area Schedule (GIA) GF Residential AccomodationQuantity m2 Flat Type A.16333.5 m² Flat Type A.1 VAR 156.5 m² Flat Type A.2 VAR 156.0 m² Flat Type B.12117.0 m² Flat Type B.2159.5 m² Flat Type C.1 (Cat Flat Type C.1 VAR (Cat Flat Type D.13188.5 m² Flat Type E.1 (Cat 3216.5 m² Total 191151.5 m² STATUS B5 Information required Internal wall types and buildup to be confirmed by British Gypsum M&E consultant services strategy be determined. Internal Glazed screen suppliers details require for coordinated design Curtain walling and External door suppliers details required for full setting out of external access doors CONSTRUCTION STATUS B5 INFORMATION REQUIRED. Final S.O. of curtain walling subject to coordination with Curtain walling subcontractor prior to manufacture Final S.O. of external doors subject to coordination with external door subcontractor prior to manufacture Glazed screens Apartment entrance doors in abeyance subject to review with client.
BEAUFORT ROAD
NGL ARCHITECTS Project Architect Status: Rev: P12 Housing, Hattersley Alison Duxbury S0 ARCHITECTS P0710.05.22JTMModel Issue. Issue Coordination P1029/07/22JTMModel Issue. Issued for coordination. 01 - Project Sheet and Proposed Floor Plans
Ventilation tiles above eaves: per Closed-state Cavity barrier achieve 60mins FR, suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar) Flexible insulation material tightly packed block cold bridge and Kingspan Nilvent equal approved breathable sarking membrane, vapour resistant less than 0.6MNs/g Sarking membrane over eaves strip, on preservative treated stop 100 100 102 Roof tiles: Crest concrete interlocking roof tiles, colour: anthracite grey, REFER TO DETAIL EPF1 FOR EXTERNAL WALL DETAIL NOTES. Wall specification and spacings to Structural Engineer details 2 Insulation not less than 400mm thick mineral fibre quilt, one layer laid between truss members overlaid with second layer running in opposite direction Counter battens installed suit roofing tile size and spacing to manufacturers installation instructions accordance with BS5534. Min 50mm area below tiles kept clear for ventilation Alumasc 125x100 GXJ2 aluminium gutter Fascia and soffit closer installed striclty accordance with manufacturers instructions on preservative treated timber formwork fixed brickwork Timber wall plate and steel strap: Refer Structural engineers Timber truss fixed at equal centres slab as per structural engineers drawings (size to be confirmed specialist sub-contractor) Steel strap fixed wall plate: refer to structural engineers drawings Flexible sealant continuity to u/s Continous adhesive strip top wall ROOF DETAIL NOTES AS Crest mansard tile, installed Flexible insulation material tightly packed to block cold bridge and retard air infiltration. Tyvek Supro breathable sarking membrane, continuous between roof and head external wall. 13 100 165 Roof tiles: Crest Plenum concrete vertical roof tiles, colour: anthracite grey, installed to manufacturer's instructions with tiles clipped back battens. Tiles fixed as per Warranty providers requirements Counter battens installed suit roofing tile size and spacing manufacturers installation instructions accordance with BS5534 and Warranty providers requirements. Min 50mm area below tiles kept clear for ventilation 165mm Rockwool NyRock Rainscreen 032 similar approved mineral wool insulation achieve min. thermal conductivity of:0.032 Top hat brackets carry counterbattens off face insulation. Fixed back to blockwork wall in accordance with manufacturers requirements Timber truss fixed equal centres to slab per structural engineers drawings (size be confirmed by specialist sub-contractor) Blockwork S.E. Specifications Padstone S.E. specification188550 C A V Y AS DETAIL RF3. Sloped parapet background, be above low parapet. Flashing detail to upstands as per roofing subcontractors details or as REFER TO DETAIL EPF1 DETAIL NOTES. NOTES AS DETAIL RF11. Wall tie specification and spacings Structural Engineer details Cavity tray BS5628 Rytons Rytweep translucent weepholes. 450mm centres -state Cavity barrier achieve 60mins FR, to suit 175mm cavity width, fixed and taped suit manufacturers instructions (Rockwool TCB, similar) 150mm min Wall flashing per Moy Materials detail. Seam welded joints with air seal junction with vapour barrier. Top of upstand sealed into mortar joint brickwork188550 Hollowcore precast concrete plank SE specification Protan 1.6mm single ply membrane Moy Materials, instructions. Moy Materials loose laid PE vapour barrier. Ceiling +2400mm High Parapet 75 Cavity tray to BS5628 Rytons Rytweep translucent weepholes. Wall tie specification and spacings Structural Engineer details Closed-state Cavity barrier achieve 60mins FR, to suit 175mm cavity width, fixed and taped suit manufacturers instructions (Rockwool TCB, similar) confirmed specialist manufacturer and securely fixed top wall specialist sub-contactor. All joints to weather sealed with gasket/foam sealant manufacturers requirements EPDM fixed and sealed brickwork and pararpet PFC 18mm Thk Min WBP exterior grade plywood close top of cavity and securely fixed compression seal on top masonry. 102 75 100 102 -state Cavity barrier achieve 60mins FR, to suit 175mm cavity width, fixed and taped suit manufacturers instructions (Rockwool TCB, similar) Facing brick (refer to elevations). 100mm Kingspan Thermowall TW50 insulation (as Energy Council Appendix 1B), or similar approved achieve min. 0.018 W/m2K thermal conductivity To form continuous insulation AS EPF1. EXTERNAL WALL BUILDUP 40 Insulation roofing contractors specification achieve -value 0.15 W/m Wall flashing as per Moy Materials detail. Seam welded joints with air seal junction with vapour barrier. Top upstand sealed into mortar joint brickwork Airtight seal required to continuity PS188550 03 AS DETAIL RF3. 02 150mm upstand background. Coping background. Check batten/plate. Single ply membrane dressed up and over min. 150mm above junction between sloped and flat roof. roofing subcontractors details. Valley detail manufacturer's instructions (incl welded seams etc. required. Wall tie specification and spacings Structural Engineer details Note: Roof drainage via outlet to rainwater downpipe on Cavity tray BS5628 Rytons Rytweep translucent weepholes. 450mm centres Closed-state Cavity barrier achieve 60mins FR, suit 175mm cavity width, fixed and taped suit manufacturers instructions (Rockwool TCB, similar) PS Kingspan Nilvent or equal approved breathable sarking membrane, vapour resistant less than 0.6MNs/g 7 Ventilation tiles to ensure ventilation above eaves: per metre wide. PER RF1 Joints between slabs to be infilled with tight packed insultation, infilled with concrete to S.E. specification Mortar bed joint per structural engineers drawings/ specification Protan 1.6mm single ply membrane Moy Materials, installed manufacturer's instructions. Insulation to roofing contractors specificationWall flashing per Moy Materials detail. Seam welded joints with air seal junction with vapour barrier. Top of upstand sealed into mortar joint brickwork AS EPF1. EXTERNAL WALL BUILDUP AS EPF2. SE TO REVIEW HEIGHT ROOVES Drawings +188.082188550 Code lead cover flashing. min 150mm high dressed into DETAIL RF1. PARAPET DETAIL NOTES AS DETAIL RF3. Sloped parapet coping background. 150 specification and spacings Structural Engineer details Closed-state Cavity barrier achieve 60mins FR, to suit 175mm cavity width, fixed and taped suit manufacturers instructions (Rockwool TCB, similar) Cavity tray BS5628 Rytons Rytweep translucent weepholes. 450mm centres AS EPF1. Facing brick inside of parapet. Min. courses below top of upstand flashing (refer elevations). PS VM Zinc standing seam head capping detail, installed as per manufacturer's instructions to 31 Valley Parapet Ceiling +2400 ROOF VALLEY RF6. VM Zinc (or similar approved vertical joint cladding) base detail, installed manufacturer's Aluminium cladding rail form min. 38mm ventilated space. Helping hand brackets/supporting structure specialist design as required. Perforated closure/insect mesh. Aluminum standing seam roofing VMzinc Flat Lock panel installed as per manufacturers reccomendations 25 100 47 Helping hand brackets/supporting structure specialist design as required. 44 'Open state' intumescent cavity barrier, appropriately sized full cavity the event fire and to achieve min. 60 minutes FR. Cavity barrier fixed suit manufacturer's recommendations. Insulation to roofing contractors specification to achieve -value 0.15 W/m Cement particle board (Glasroc sheating board) to close cavity between edge of hollowcore slab and ARCHITECTS Raven House, 113 Fairfield Street, Manchester, M12 6EL Tel: 0161 272 3500 E-mail: studio@trianglearchitects.co.uk Web: www.trianglearchitects.co.uk Twitter: @TriangleArch THIS DRAWING, WHATEVER MEANS, INCLUDING ELECTRONIC, WITHOUT THE EXPRESS WRITTEN CONSENT OF TRIANGLE ARCHITECTS LIMITED WHICH DRAWING NOT TO BE SCALED. FIGURE MENSIONS WORKED TO ALL CASES PROCEEDING WITH THE WORKS DRAWING. FIGURED DIMENSIONS TO WORKED TO ALL CASES. Project Origin Vol/Sys Level Type Role Drawing Purpose: Scale A1 Project Name: Drawing Name: RevDate By Remarks TRI dwg no: Revision Project Number: Number Dwg no. TRIANGLE TRIANGLE ARCHITECTS LIMITED C03 B5 CONSTRUCTION -Information Required JPS AJD Sept. 2020 Extra Care Housing, Hattersley Onward Homes Typical Roof Details Sheet A_24-01 18-016 HAT -TRI -Z2 -ZZ -DR -A -2401 1 10 Eaves Junction (Brick to Tile) RF1 1 10 Eaves Junction (Tile Mansard) RF2 1 10 Parapet Junction (Low Parapet) RF5 1 10 Parapet Junction (High Parapet) RF3 1 10 Parapet Junction (Projecting Bays) RF6 1 10 Parapet Junction (Sloped Parapet) RF4 CONSTRUCTION STATUS B5 -Further Information required Specialist subcontractor design required to confirm Roof truss arrangement Structural engineer to advise where additional restraint required to high parapets. M&E engineer to advise louvre vent damper size and position. Ductwork/vent penetrations subject to coordination with M&E subcontractor Steelwork in red indicates position as referenced from structural engineers model S.E. to advise where additional mechnical restraint required for high parapets 1 10 Parapet Junction -Metal Cladding RF7 ALL MATERIALS AS INDICATED OR EQUAL APPROVED TO MEET PERFORMANCE CRITERIA IN SPECIFICATION. FIRE PROTECTION DETAIL TO STEELWORK TO BE INTUMESCENT PAINT UNLESS SHOWN OTHERWISE (FIRE PROTECTION STRATEGY TO BE REVIEWED BY ALL PARTIES AND AGREED) updated. Roof details updated. Detail section references updated. Roof falls provided. Parapet height increased. Louvres provided CW GF cafe and hobby room. C0225/08/22JTMDetail RF7 updated to show fall. Notes updated RF3. RF2 updated in line with roof details sheet RF21 updated. Notes amended. Detail at head walls updated. C0321/10/22JTMInsulation buildup tiled metal clad facades updated. Detail RF2 RF7 updated. Ductwork route amended 2nd floor west facade. Detail RF21 updated.185325 21 FLOOR NOTES AS Balcony connection detail by S.E./Specialist Designer, include thermally insulated balcony connector. PPC aluminium folded fascia soffit. Continuous angle fixed to u/s PFC support fascia.THRESHOLD Ceiling +2400mm 20 cb THRESHOLD NOTES AS Outlet pipe (beyond) carried back RWP refer to AGD plans. balustrade system, comprising pilasters. Gap between pilasters be less than 95mm, independently certified to BS6180. Connection detail to specialist design subject to co-ordination with balcony subcontractor and S.E. Ryno BalcaSmart™ Aluminium Decking System (or similar approved) on supports C sections as per manufacturers detail support systems. min. 10mm gap between decking paving perimeter upstand's and thresholds, and 6mm gap between decking paving units. BALCONIES SHOULD BE DESIGNED TO COMPLY TO THE DESIGN OF TERRACES" 40 folded fascia soffit. aluminium handrail with Balustrade fixing details S.E./specialist designer. balustrade system, comprising 50x16mm extruded aluminium pilasters. Gap between pilasters be less than 95mm, independently certified to BS6180. Connection detail specialist design subject co-ordination with balcony 21 A_22_22 2400 20185325 A_22_22 100 2400 21 20185325 1100 340 00- Ground floorP 262 4951 352.5 1219.5 463 3822.5 428.5 03 02 03 02 4117.5 5334.5 Single ply roof on tapered insulation by specialist designer, provide suitable falls to outlets. Min 150mm upstand perimeter, to finish below brickwork/tile transition. Refer to Juliet balcony details. VM Zinc Standing seam, or similar approved vertical joint metal cladding to external side of balconies. PPC Aluminium fascia to internal faces. Ryno BalcaSmart™ Aluminium Decking System (or similar approved) on supports sections as per manufacturers detail support systems. Downpipe. Levolux aluminium railed balustrade system, comprising 50x16mm extruded aluminium pilasters. Gap between pilasters to be less than 95mm, independently certified to BS6180. Connection detail specialist design subject to co-ordination with balcony subcontractor and S.E. SHS columns S.E. drawings to be galvanised and paint finished to match metal cladding colour: RAL 7043. - Ground floor01 02 03 01 02 M 03 01 02 M Single ply roof on tapered insulation by specialist designer, to provide suitable falls to outlets. Min 150mm upstand perimeter, to finish below brickwork/tile transition. VM Zinc Standing seam, or similar approved vertical joint metal cladding external side of balconies. Ryno BalcaSmart™ Aluminium Decking System (or similar approved) on supports sections as per manufacturers detail support systems. Downpipe. Levolux aluminium railed balustrade system, comprising 50x16mm extruded aluminium pilasters. Gap between pilasters be less than 95mm, independently certified to BS6180. Connection detail to specialist design subject co-ordination with balcony subcontractor and S.E. SHS columns to S.E. drawings be galvanised and paint finished match metal cladding colour: RAL 7043. ARCHITECTS Raven House, 113 Fairfield Street, Manchester, E-mail: studio@trianglearchitects.co.uk Web: www.trianglearchitects.co.uk Twitter: @TriangleArch THIS DRAWING IS THE SUBJECT OF COPYRIGHT WHICH VESTS TRIANGLE THIS DRAWING, WHATEVER MEANS, INCLUDING ELECTRONIC, WITHOUT THE AUTHOR OF THIS DESIGN. ANY DISCREPANCY VERIFIED WITH THE ARCHITECT BEFORE DRAWING. FIGURED DIMENSIONS TO BE WORKED ALL CASES. Project Origin Vol/Sys Level Type Role Drawing Purpose: Scale Project Name: Client: Drawing Name: By TRI dwg no: Revision Project Number: Number Dwg no. TRIANGLE P02 S0 PRELIMINARY JPS AJD Sept. 2020 Extra Care Housing, Hattersley Onward Homes Balcony Types 03 to 08 -Details A_22_22 18-016 HAT -TRI -ZZ -ZZ -DR -A -2222 1 10 Balcony Type 05-07 Section Detail EPF23 Balcony Type 05 & 06 - Front Elevation Balcony Type 05 & 06 - Plan Balcony Type 05 06 - 3D Diagram Type 07 - Corner Balcony - Plan Type 07 - Corner Balcony - Front Elevation Type 07 - Corner Balcony- 3D Diagram 1 50 50 1 50 50 NTS NTS P0207/09/22JTMBalcony types updated line with latest steelwork proposals. Issued for coordination. Balcony Type 03 & 04 - Front Elevation Balcony Type 03 & 04 - Roof Plan Balcony Type 01 - Floor Plan 1 50 1 50 1 50 Balcony Type 03 & 04 - 3D Diagram NTS Balcony Type 08 - Front Elevation Balcony Type 08 - Roof Plan Balcony Type 08 - Floor Plan 1 50 1 50 1 50 Balcony Type 08 - 3D Diagram NTS UP 37 37 27 21 Kitchen Storage GF55 GF38 GF37 GF27 GF26 34 34 32 Entrance Lobby GF05 Care managers office Buggy Store Hair Beauty GF10 GF11 GF14 Male WC Staff Store Lobby Store storage Lobby Communal Lounge LGF.S02 LGF.S03 GF21 58.0 Flat Type B.1 Plot F25 1-Bed Apartment Flat Type A.1 Flat F8 1-Bed Apartment Flat Type E.1 (Cat 3) Plot F24 2-Bed Apartment Flat Type A.1 Plot F7 1-Bed Apartment BLOCK Reception DR Outlet Courtyard entrance lobby WT13 WT5 WT5 WT49 WT3b WT48b WT31 WT47 WT47 WT48 17090 0 15535 6627.5 11147.5 3375 3252.5 5175 1350 47025 6485 39195 1966.5 45679.5 19902.5 1462.5 G 18 24 31 33 23 19 20 25 26 28 29 30 35 35 36 36 E N V X AA AB AC L 22 DR Outlet GF53 Staff Change Lobby GF08 Corridor GF.C8 +178.575 BLOCK BLOCK CCWGF22---CW-GF-18-CW-GF-11 CW-GF-10 ----CW-GF-08a CW-GF-EPF6 GF21 EPF6 Stair IDT12 FD30 IDT20 FD60s IDT21 FD30s IDT17 FD30s IDT17 FD30s IDT9 IDT10 FD30s IDT9 FD30s IDT8 FD30s IDT8 FD30s EDT1 EDT3 SCR-GF- SCR-GF-01 SCR-GF-02 IDT26 FD60s GF03 1:20 1:20 1:15 Inlet DR WT42b-1810 1452.5 910 1790 1810 880 1810 1125 1249 910 890 1810 1768.5 910 900 2374.5 1135 1328 1810 1125 910 2352.5 1135 1452.5 900 910 1677.5 1810 1284 910 800 910 1230 2490 935 832.5 1810 610 552.5 2822.5 348 1227.5 552.5 5501 5410 440 7660 13510 1912.5 777.5 910 1575 2127.5 450 1135 1340 3385 1340 1135 450 2127.5 2260 890 5522.5 440 2372.5 755.5 1028 3722.5 5678 72 4214.5 3948 92 2225 1010 675 1810 2567.5 1810 1260 910 5041.5 1810 1100 1810 212.5 3121 3731.5 1208 1010 687.5 1330 70 2405 12297.5 275 286 1510 289 INT12 INT4 INT8a INT1 INT2 INT12 IDT1 CW-GF-12 1:15 GF16 INLT01 INLT01 INLT01 INLT01 INL06a INLT01 INLT01 INLT01 INLT01 INLT01 INLT01 INLT01 INLT01 INLT01 INLT01 INLT01 INLT06a INLT01 INLT01 INLT01 INLT01 INLT01 INLT01 INLT01 INLT01 INLT01 GF1 INLT01 Dry riser position 600 585 900 +178.800 Key Plan Block A Block Block Block CENTRAL SQ. BEAUFORT ARCHITECTS Raven House, 113 Fairfield Street, M12 6EL Tel: 0161 272 3500 E-mail: studio@trianglearchitects.co.uk Web: www.trianglearchitects.co.uk Twitter: @TriangleArch TRIANGLE ARCHITECTS LIMITED ASSERTS ITS RIGHTS IDENTIFIED AS TOLERANCES REFERENCES. WHERE AN ITEM COVERED DRAWINGS OF DIFFERENT SCALE, THE DRAWING READ CONJUNCTION WITH THE HEALTH SAFETY PLAN. AND ALL RELEVANT RISK ASSESSMENTS AND THE FOLLOWING DRAWINGS: Project Origin Vol/Sys Type Drawing Purpose: Project Name: Drawing Name: By TRI dwg no: Revision Project Number: Dwg no. TRI no. TRIANGLE As indicated C04 B5 CONSTRUCTION -Information Required JTM AJD May 20 Extra Care Housing, Hattersley Onward Homes GA Plan -Ground Floor -Block A & G_22_112 18-016 HAT -TRI -Z2 -00 -DR -A -22112 1 100 GA Plan -Ground Floor -Blocks A & C Plan Key Internal Wall Types Key INT1 Blockwork Riser shaft/Flat wall Blockwork Apartment Party Wall INT3 Blockwork Corridor Party Wall Blockwork Stair/ Flat Party Wall INT5 Blockwork Corridor/Store/Riser Wall INT6 215mm Blockwork Lift shaft wall with independant lining 140mm Blockwork Lift shaft wall with independant lining INT7 Blockwork Bin store/ riser wall with independant lining Blockwork internal wall (non-lined) INT10 Typical acoustic fire rated partition wall. INT12 Acoustic fire rated partition wall. Acoustic fire rated partition wall. INT14 Acoustic fire rated Apartment partition wall. Acoustic fire rated partition wall. INT16 Fire rated Shaft wall lining Acoustic fire rated partition wall. INT18 Partition wall house pocket door. External Wall Types Key EXT1 Timber faced Standing Seam Cladding EXT4 Vertical Roof Tile Typical brickwork EXT6 Projecting Brickwork CONSTRUCTION STATUS B5 INFORMATION REQUIRED. Final S.O. of curtain walling subject to coordination with Curtain walling subcontractor prior to manufacture Final S.O. of external doors subject to coordination with external door subcontractor prior to manufacture Glazed screens to Apartment entrance doors in abeyance subject to review with client. Sheet Orange Dimensions: Cut Brick/ Not brick dims. Blue Dimensions: Internal Wall setting out dims Blue Dimensions: Brickwork setting out dims C0129.07.22JTMCONSTRUCTION ISSUE C0223/08/22JTMSection detail references updated. C0309/09/22JTMFloor plan updated with access from Kingston Close internal courtyard. DR position updated line with FR strategy. Planter to north, block updated. Lining Types added. Issued coordination. C0411/10/22JTMSmoke Damper openings added. Curtain Walling updated. LGF ramps updated. Fire service access into courtyard updated. AOVs updated at roof level. 06 72.5 1837.5---Detail 01lifting eye--06 07 08 SHAFT LIFT Detail 02LOBBY Angle fillet Hydrophilic strips between PERSON) CONCRETE WATERPROOF Blockwork SE specification Granular backfill discharging 100mm Full insulation cavity: Knauf Earthwool 150mm below floor insulation. DPC with self-adhesive detail strip and double sided Delta AT800 Type combined Steel angle support Screed edgeface retaining wall. membrane protection and Land drain base foundations, connect outflow pipe along07 SHAFT form bund prevent water Ultimate equal approved, Visqueen gas resistant selfdouble sided tape as gas drainage membrane double sided tape per Visqueen BLOK Gas 05 08 Vent riser Lift Lobby Revision Drawing Name: ARCHITECTS Manchester, Web: www.trianglearchitects.co.uk Twitter: @TriangleArch TRIANGLE P05 A_22_402 INFORMATION JTM AJD 20/05/22 Extra Care Housing, Hattersley Onward Homes Lift Shaft S.O. details -Lift 18-016 HAT -TRI -Z2 -ZZ -DR -A -224021 50 Lift -GA plan -Ground Floor 50 Lift Shaft 2 -Section CC (lower Ground floor) 50 Lift Shaft 2 -Section AA 50 Lift Shaft 2 -Section BB 10 Lift Shaft 2 -Detail 01 1 10 Lift Shaft 2 -Detail 02 Openingstops entrances opening opening opening Lift door 1 50 Lift -GA plan -Lower Ground Floor sizes updated in-line with manufacturers P0425/08/22JTMUpdated with below ground details. INFORMATION REQUIRED: Retaining wall position west face lift shaft confirmed with Structural Engineer. 11 12 15 16 17 18 13 18 19 20 21 121110987654321 10987654321Stair from 1st floor 2nd continues on drawing: - - - - -36 37 SMOKE-Stair from 1st floor to 2nd continues on drawing: HAT-TRI-ZZ-XX-DR-A-32001 10 Reflected Ceiling Plan drawings ceilings stairwells Refer acoustic report acoustic requirements Stair Core 01 -Section -GF to 1st floor Stair Core 01 -Ground Floor Plan 20 Stair Core 01 -LG Floor PlanPCC manufacturer purpose edge setting Underside flights and half-landings to be underscored with plasterboard MF sections. Skim and paint finish board. um Class absorption, be Acousticians report. Re Plans conjunction with Acoustic report Cover plate board with paint finish facing stair stringers. Refer Structural Engineers drawings for supporting steelwork Stair Core 01 -3D Viewconjunction with Structural Engineers drawings floor heights. Stair Core 01 --Section 1 GF-1st Floor 01 - Typical GA Plan - Typical Roof Detail Sheet 01 - Balcony Types Details - Lift Shaft S.O. & Details - Stair Core 01 Setting Out
Nophill Damaniya- UNIT 13 40 Nophill Damaniya- UNIT 13 41 FREEMIUM ISLAND Working drawings Nophill Damaniya- UNIT 13 42 FREEMIUM ISLAND Merging Barcelona with Freemium Island 02 - SIte and Design development a Nophill Damaniya- UNIT 13 25 Registeration for new shift. Miners identity is registered at the entrance before entering the mine. It records work hours for salary payment. Entering mine shaft. 00:00 01:00 Descending into underground mine. 02:00 Coal extraction. 02:00 - 05:00 Transter of extracted coal to main shaft 05:00 - 06:00 Transter of underground coal to ground surface. 07:00 At Hashima, Mitsubishiaunced a project to tap the coal resources under the sea bottom, successfully sinking a 199 - meter - long verticle shaft in 1895 and still another shaft in 1898. With the mine reaching to 1000 m below sea level. Hashima was producing about 150, 000 tons of coal annually and it’s population soared to over 3,000 when, in 1961 Hashima’s coal production reached peak of 410, 000 tons in 1941. Entering from floor level 0m to -1000m underground for mine extraction. Coal mining sequence Gunkanjima (Hashima) Coal mining tools & equipement. Axe Pickaxe Mining spade Water proof jacket Mining boots Waterproof long trouser Coal mining & health effects Loss of intelactual capacity primarily through mercury. Reduces IQ scores and cause lifelong loss of intelegence. Heart attacks and tissue deaths due to oxygen deprivation, leading to permanent heart damage. Asthma, ung diseases, black lung from coal dust and lung cancer. Firgure: A Section taken from Figure A Nophill Damaniya- UNIT 13 22 At the end of the 19th century Fukahori sold the island to Mitsubishi, which was a shipping enterprise at the time. The new owner built dwelling houses for workers and made fortifications, which had the island looking similar to a battleship gliding on the waves. 02 - Existing site research Nophill Damaniya- UNIT 13 24 Social Hierarchy and Housing Arrangement Gunkanjima (Hashima) Flat for subcontracted workers. First ever concrete building constructed in Japan, block of 30 consisting an inner courtyard and shopping centre at the basement. Mine director and his family. The only private residence of wooden construction on the island. A house located symbolically at the summit of Gunkanjima’s original rock. Company flats for miners and family. Each apartment consisted of single 6 tatami-mat room and a balcony as an extension of the household. Bathroom kitchen facilities are shared amongst several families and located outside the flat. Company flats for miners. Each apartment consisted of single 6 tatami-mat room. With window and door. More like a monks cell than an apartment but still a major improvements over previous living quarters. Daily market every morning 08:00 - 12:00 Weekend market space Post office located in mixed used residential block 31. Public phone is located in the post office to contact the outside world. Swimming pool for Hashima inhabitants Coal car repair plant Fixed conveyor belt for coal transfer Passenger & supply pier. Mitsubishi miners, workers and their families arrived to Hashima island on this pier. The population reached a peak of 5,259 in 1969 claiming the most densely populated place in the world. Food, fresh water and clothing were transported from Nagasaki to Hashima island on a daily basis. However, when typhoon hits the area, there could be a shortage of supply for few days. Coal export pier. Hashima coal exports reached up to 410,000 tons in 1941 Extracted coal was transferred towards this pier along the conveyor belt before being exported to the company owned steel factory, nationally and internationally. Coal mining area Institutional Recreation Coal miner’s accomodation Company director’s house Company officer’s accomodation Shrine and temple Open public spaces
67 01 - Steel frame for timber CLT structure 02 - Glue-Lam main girder 03 - Corten steel grating 04 - Glue-Lam beam 05 - Vertical timber support 06 - Corten steel angle lateral bracing 07 - Corten steel grating opening 08 - Standing seam metal roof 09 - intergrated LED linear lighting system 10 - IG Unit with laminated skylight 11 - Shelving units 12 - Storage units 13 - Raised floor utility cavity 14 - Decking with drainage cavity below 15 - 5 Ply CLT base panel 16 - Rolling and Locking track for modules 17 - 3 Ply CLT wall structural panel 18 - CLT electrical chase 19 - Sloped rigid foam 20 - Raised floor support system 21 - Notched plumbing chase 22 - HVAC Ductwork 01 04 02 03 05 06 07 08 09 09 10 11 12 13 14 15 16 16 17 18 19 20 21 22 Detail A ] Detail B ] Detail C [ Detail D 01 Public entrance 02 Staff entrance 03 Security 04 Reception/Admin 05 Waiting area 13 01 Offices 02 Social space 03 Individual 04 Learning 05 Therapy 06 Activity 07 Gym entrance 08 Gym/activity 09 Patient/Staff 10 Social space 11 Public WCs 12 Outdoor 13 Group 14 Office 15 Public learning 16 Group 17 Individual 18 Public meeting 19 Public viewing 20 Stairs for 21 New pier Adjacent 1:250 03 - Mental Health Clinic - Floor Plans - Long Section - Cross Section Detail SECTION AA 1:150 @ A2 02 - Freemium Island - final design renders SECTION 3
03 - Mental Health Clinic - Elevation & Isometric render of final design ARCT1063 Design Realisation Report Nophill M Damaniya 01 Doubled glazed insulated glass unit 02 UT UnitWall mullion 03 Exterior cladding 04 Rigid foam insulation 05 Vapour barrier 06 Custom steel angle support assembly 07 HVAC Ventilation 08 Subfloor 09 Radiant flooring assembly 10 Subfloor 11 Tongue and Groove flooring 01 02 03 04 05 06 07 08 09 10 11 SECTION 4.22 CONSTRUCTION DETAIL A 69 ARCT1063 Design Realisation Report Nophill M Damaniya 01 Vapour barrier 02 Rigid foam insulation 03 Exterior cladding 04 Tongue and Groove flooring 05 Sub floor 06 Radiant flooring assembly 07 Sub floor 08 Raised floor support system 09 Steel angle support assembly 10 Sloped rigid foam 11 Brake metal flashing 01 02 03 04 05 06 07 08 09 10 11 SECTION 4.23 CONSTRUCTION DETAIL 03 - Mental Health Clinic - Details - Structural Stratergy - Load Stratergy LOAD CARRIED VERTICALLY THROUGH STRUCTURE LOAD CARRIED HORIZONTALLY THROUGH STRUCTURE LIVE LOAD FURNITURE/EQUIPMENT/OCCUPANTS VERTICAL LIVE LOAD DEAD LOAD LATERAL LOAD SNOW/RAIN WIND WEIGHT OF BUILDING
