9th June 1995
DEWSBURY, WAKEFIELD 07494431366 n.damaniya1@gmail.com Full UK Driving License nmd9695
EDUCATION
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.
3. BRIFFA PHILLIPS ARCHITECTS | ST ALBANS (6 MONTHS)
Part 1 Architectural designer (December ‘18 - April ‘19)
Work profile - Concept Design, Design Development, Plan ning 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)
SOFTWARE
UNIVERSITY OF GREENWICH, (LONDON)
MArch Architecture (Part 2) 2019 - 2021
NEWCASTLE UNIVERSITY, (NEWCASTLE)
BA Architecture (Part 1) 2015 - 2018
KIRKLEES COLLEGE, (DEWSBURY) Foundation diploma in ART & DESIGN 2014 - 2015
WOODKIRK ACADEMY, (WAKEFIELD) - A LEVELS / GCSE’s
A Levels - A, Distinction, C 8 GCSE’s 2009 - 2013
Architecture education has encouraged me to design propos als 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, Plan ning 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, Plan ning applications and Specification. Worked on various projects based in central london.
- 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 online or ders, packing and shipping orders through DPD. - Shop Floor Staff - Making sure the shop is kept tidy and well presented.
- Cashier - Worked behind till as cashier, dealt with online orders as well as in-store returns/refunds and exchanges.
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
Revit AutoCad Rhino SketchUp Pro - VRay Gravity Sketch (VR) DIAlux Adobe Photoshop Adobe InDesign Adobe Illustrator Microsoft suit
LANGUAGES
English Gujarati Hindi/Urdu
INTERESTS
Gaming/VR Sketching Photography Gym
NOPHILL.DAMANIYA.
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.
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 de sign 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
SECTION
ANGLE ARCHITECTS Project Architect Status: Rev: P12 Housing, Hattersley Homes Alison Duxbury S0 JPS ARCHITECTS P0710.05.22JTMModel Issue. Issue for Coordination P1029/07/22JTMModel Issue. Issued for coordination.
TRIANGLE ARCHITECTS Project Architect Project Name: Client: Project Number: OTHER PARTIES BY ANY MEANS. THIS MODEL IS A WORK IN PROGRESS AND MAY HAVE SOME INFORMATION REMOVED BEFORE ISSUE. TRIANGLE ARCHITECTS LIMITED'S LEGAL LIABILITY FOR THE DESIGN IS 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 B BLOCK C BLOCK BLOCK 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 for. 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 m² Flat Type D.1 VAR 2 2127.5 m² Flat Type D.3162.5 m² 1 Bed 2 Bed 12 2789.0 m² STATUS B5 Information required Internal wall types and buildup to 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 B5INFORMATION 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. BEAUFORT ROAD HATTERSLEY ROAD EAST BLOCK BLOCK C BLOCK BLOCK 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 3 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 do not include Balconies or 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 3) Flat Type C.1 VAR (Cat 3) Flat Type D.13188.5 m² Flat Type E.1 (Cat 3) 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 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. 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. 01 - Project Sheet and Proposed Floor Plans
C V T Ventilation tiles above eaves: 1 per Closed state Cavity barrier to achieve 60mins FR, to suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar) Flexible insulation material tightly packed to block cold bridge and Kingspan Nilvent or equal approved breathable sarking membrane, vapour resistant to less than 0.6MNs/g Sarking membrane over eaves strip, on preservative treated stop 100 100 75 102 Roof tiles: Crest concrete interlocking roof tiles, colour: anthracite grey, REFER TO DETAIL EPF1 FOR EXTERNAL WALL DETAIL NOTES. Wall tie specification and spacings to Structural Engineer details 125 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 to suit roofing tile size and spacing to manufacturers installation instructions in accordance with BS5534. Min 50mm area below tiles kept clear for ventilation Alumasc 125x100 GXJ2 aluminium gutter Fascia and soffit closer installed striclty in accordance with manufacturers instructions on preservative treated timber formwork fixed to brickwork Timber wall plate and steel strap: Refer to Structural engineers Timber truss fixed at equal centres to slab as per structural engineers drawings (size to be confirmed by specialist sub contractor) Steel strap fixed to wall plate: refer to structural engineers drawings Flexible sealant to continuity to u/s of Continous adhesive strip to top of wall ROOF DETAIL NOTES AS Crest mansard tile, installed to Flexible insulation material tightly packed to block cold bridge and retard air infiltration. Tyvek Supro breathable sarking membrane, continuous between roof and head of external wall. 13 12 100 165 25 Roof tiles: Crest Plenum concrete vertical roof tiles, colour: anthracite grey, installed to manufacturer's instructions with tiles clipped back to battens. Tiles fixed as per Warranty providers requirements Counter battens installed to suit roofing tile size and spacing to manufacturers installation instructions in accordance with BS5534 and Warranty providers requirements. Min 50mm area below tiles kept clear for ventilation 165mm Rockwool NyRock Rainscreen 032 or similar approved mineral wool insulation to achieve min. thermal conductivity of:0.032 Top hat brackets to carry counterbattens off face of insulation. Fixed back to blockwork wall in accordance with manufacturers requirements Timber truss fixed at equal centres to slab as per structural engineers drawings (size to be confirmed by specialist sub contractor) Blockwork to S.E. Specifications Padstone to S.E. specification 188550 C A V T Y AS DETAIL RF3. Sloped parapet in background, to 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 to Structural Engineer details Cavity tray to BS5628 Rytons Rytweep translucent weepholes. 450mm centres state Cavity barrier to achieve 60mins FR, to suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar) 150mm min Wall flashing as per Moy Materials detail. Seam welded joints with air seal to junction with vapour barrier. Top of upstand sealed into mortar joint in brickwork 188550 Hollowcore precast concrete plank to SE specification Protan 1.6mm single ply membrane by Moy Materials, instructions. Moy Materials loose laid PE vapour barrier. C A V T Y Ceiling +2400mm 03 High Parapet 75 Cavity tray to BS5628 150mm min. Rytons Rytweep translucent weepholes. Wall tie specification and spacings to Structural Engineer details Closed state Cavity barrier to achieve 60mins FR, to suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar) confirmed by specialist manufacturer and securely fixed to top of wall by specialist sub contactor. All joints to be weather sealed with gasket/foam sealant to manufacturers requirements EPDM fixed and sealed to brickwork and pararpet PFC 18mm Thk Min WBP exterior grade plywood to close top of cavity and securely fixed to compression seal on top of masonry. 200 102 75 100 102 state Cavity barrier to achieve 60mins FR, to suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar) Facing brick (refer to elevations). 100mm Kingspan Thermowall TW50 insulation (as Energy Council Appendix 1B), or similar approved to achieve min. 0.018 W/m2K thermal conductivity To form continuous insulation AS EPF1. EXTERNAL WALL BUILDUP 40 75.5 Insulation to roofing contractors specification to achieve U value of 0.15 W/m K Wall flashing as per Moy Materials detail. Seam welded joints with air seal to junction with vapour barrier. Top of upstand sealed into mortar joint in brickwork Airtight seal required to continuity PS 188550 03 C A V Y AS DETAIL RF3. 02 150mm upstand in background. Coping in background. Check batten/plate. Single ply membrane dressed up and over to min. 150mm above junction between sloped and flat roof. To roofing sub contractors details. Valley tie in detail to manufacturer's instructions (incl welded seams etc. as required. Wall tie specification and spacings to Structural Engineer details 40 Note: Roof drainage via outlet to rainwater downpipe on Cavity tray to BS5628 Rytons Rytweep translucent weepholes. 450mm centres Closed state Cavity barrier to achieve 60mins FR, to suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar) PS Kingspan Nilvent or equal approved breathable sarking membrane, vapour resistant to less than 0.6MNs/g 7 Ventilation tiles to ensure ventilation above eaves: 1 per metre wide. PER RF1 Joints between slabs to be infilled with tight packed insultation, or infilled with concrete to S.E. specification Mortar bed joint as per structural engineers drawings/ specification Protan 1.6mm single ply membrane by Moy Materials, installed to manufacturer's instructions. Insulation to roofing contractors specification 0 m m Wall flashing as per Moy Materials detail. Seam welded joints with air seal to junction with vapour barrier. Top of upstand sealed into mortar joint in brickwork AS EPF1. EXTERNAL WALL BUILDUP AS EPF2. 3 SE TO REVIEW HEIGHT ROOVES Drawings +188.082 188550 C A V T Y Code 4 lead cover flashing. min 150mm high dressed into DETAIL RF1. PARAPET DETAIL NOTES AS DETAIL RF3. Sloped parapet coping in background. 150 specification and spacings to Structural Engineer details Closed state Cavity barrier to achieve 60mins FR, to suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar) 5 m m n Cavity tray to BS5628 Rytons Rytweep translucent weepholes. 450mm centres AS EPF1. Facing brick to inside of parapet. Min. courses below top of upstand flashing (refer to elevations). PS VM Zinc standing seam head capping detail, installed as per manufacturer's instructions to 31 03 Valley Parapet Ceiling +2400 ROOF VALLEY RF6. VM Zinc (or similar approved vertical joint cladding) base detail, installed to manufacturer's Aluminium cladding rail to form min. 38mm ventilated space. Helping hand brackets/supporting structure to specialist design as required. Perforated closure/insect mesh. Aluminum standing seam roofing VMzinc Flat Lock panel installed as per manufacturers reccomendations 25 100 47 1 1 Helping hand brackets/supporting structure to specialist design as required. 44 'Open state' intumescent cavity barrier, appropriately sized to fill full cavity in the event of fire and to achieve min. 60 minutes FR. Cavity barrier fixed to suit manufacturer's recommendations. Insulation to roofing contractors specification to achieve U value of 0.15 W/m K Cement particle board (Glasroc X sheating board) to close cavity between edge of hollowcore slab and 1 3 d 1 m m m n 20 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, BY WHATEVER MEANS, INCLUDING ELECTRONIC, WITHOUT THE EXPRESS WRITTEN CONSENT OF TRIANGLE ARCHITECTS LIMITED WHICH DRAWING NOT TO BE SCALED. FIGURE DIMENSIONS TO BE WORKED TO IN ALL CASES PROCEEDING WITH THE WORKS DRAWING. FIGURED DIMENSIONS TO BE WORKED TO IN 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. TRI no. TRIANGLE TRIANGLE ARCHITECTS LIMITED C03 B5 CONSTRUCTION -Information Required JPS AJD Sept. 2020 Extra Care Housing, Hattersley Onward Homes Typical Roof Details Sheet 1 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 in CW to GF cafe and hobby room. C0225/08/22JTMDetail RF7 updated to show fall. Notes updated to RF3. RF2 updated in line with roof details sheet 3. RF21 updated. Notes amended. Detail at head of walls updated. C0321/10/22JTMInsulation & buildup to tiled & metal clad facades updated. Detail RF2 & RF7 updated. Ductwork route amended at 2nd floor west facade. Detail RF21 updated. UP 37 37 27 21 B K 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 H LGF.S02 LGF.S03 GF21 58.0 m² 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 B Reception DR Outlet Courtyard entrance lobby WT13 WT5 WT5 WT49 WT3b WT48b WT31 WT47 WT47 WT48 A 17090 22050 0 15535 6627.5 11147.5 3375 3252.5 5175 1350 47025 1350 2512.5 6485 39195 1966.5 45679.5 13852 19902.5 14999 15713.5 1462.5 D G C J 18 24 31 33 23 19 20 25 26 28 29 30 35 35 36 36 E F M N Q T V X Z AA AB AC L 22 DR Outlet 1459.5 kitchenette Kitchenette GF53 Staff Change Lobby GF08 Corridor GF.C8 +178.575 3862.5 BLOCK A BLOCK C BLOCK A 1350 CW LGF 01 CW GF 22 CW GF 23 CW GF 21 CW GF 19 CW GF 20 CW GF 18 CW GF 17 CW GF 16 CW GF 11 CW GF 10 CW GF 08c CW GF 08a CW GF 06 EPF6 GF21 EPF6 Stair 02 IDT12 FD30 IDT20 FD60s IDT21 FD30s IDT17 FD30s IDT17 FD30s IDT9 IDT10 FD30s IDT9 FD30s IDT8 FD30s IDT8 FD30s EDT1 EDT3 SCR GF 03 SCR GF 01 SCR GF 02 1913 Meter Cupboard GF.S04 IDT26 FD60s GF03 1:20 1:20 1:15 Inlet DR WT42b CW GF 15 CW GF 14 2577.5 562.5 1810 1002.5 1510 cut brick 1570.5 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 552 900 450 2728 1587 3998 852 2500 272 910 800 910 1230 2490 935 7762 1810 7 832.5 1810 610 552.5 2822.5 348 1227.5 552.5 5501 0 450 5410 440 7660 13510 572 0 450 1350 1912.5 1810 777.5 11352 2 777.5 910 1575 2127.5 450 1135 1340 3385 1340 1135 450 2127.5 2260 890 5 3384.5 572 4259 530.5 3000 0 6 4 2 5 2 8 8 9 1 7 1 8 1 8 3 5522.5 440 2372.5 755.5 1028 592.5 572.5 502.5 1022.5 490 1810 1810 890 3600 3167.5 8799.5 140 5353 832.5 1010 1190 585.5 1010 725 140 926 70 250 1510 205.5 3722.5 5678 72 4214.5 70 3948 92 693.5 1810 1546.5 6225 20
910 5041.5 1810 1100
212.5
735.5 2339.5 7078
857 1510 3212.5 5200 3352.5 5290 3235 1862.5 1010 6899.5 2895.5 2247.5 2587.5 405.5 1532 178 1532 544 3337.5 3267.5 3722.5 2507 6225 6225 163.5
70
72
2505.5 10095 3677.5 275 8535 3731.5 1729
144 487 910 276 174
1749.5 1208 1010
70 2405 70 12297.5 275 5346.5 288 1810 707 413 2047.5 72 2377.5 72 2444 286 1510 289 1210 1255.5 935 1000 INT12 INT4 INT8a INT1 INT2 INT12 INT2 INT2 INT17 INT17 INT10 INT10 INT13 INT17 INT12 INT17 INT17 INT10 INT10 INT17 INT12 INT10 INT17 INT11 INT6 INT6a INT3 INT3 INT3 INT3 INT3 INT6a INT17 INT1 INT5 INT5 INT5 INT5 IDT1 CW-GF-12 2409.5 INT5 1:15 GF16 INLT01 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 102.5 1010 1459.5 102.5 1010 1475 600 205 1010 922.5 585 900 +178.800 Key Plan N Block A Block C Block Block D HATTERSLEY ROAD EAST CENTRAL SQ. BEAUFORT RD 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 TO BE IDENTIFIED AS TOLERANCES & REFERENCES. WHERE AN ITEM IS COVERED BY DRAWINGS OF DIFFERENT SCALE, THE DRAWING TO BE READ IN 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 & C 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 to house pocket door. External Wall Types Key EXT1 Timber faced Standing Seam Cladding EXT4 Vertical Roof Tile Typical brickwork EXT6 Projecting Brickwork CONSTRUCTION STATUS B5INFORMATION 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 1 Orange Dimensions: Cut Brick/ Not to 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 to internal courtyard. DR position updated in line with FR strategy. Planter to north, block C updated. Lining Types added. Issued for coordination. C0411/10/22JTMSmoke Damper openings added. Curtain Walling updated. LGF ramps updated. Fire service access into courtyard updated. AOVs updated at roof level. 01 - Typical GA Plan - Typical Roof Detail Sheet
718.5 1510 847 575.5 1510 562.5 2225 1010 675 1810 2567.5 1810 1260
1810
3121
8408 7268 3190.5 1210
910 2654.5
2431.5 6561.5 2028
2660.5
1010
910
687.5 1330
185325 21 C A V T Y FLOOR NOTES AS Balcony connection detail by S.E./Specialist Designer, to include thermally insulated balcony connector. PPC aluminium folded fascia & soffit. Continuous angle fixed to u/s PFC to support fascia. THRESHOLD Ceiling +2400mm 20 cb THRESHOLD NOTES AS Outlet pipe (beyond) carried back to RWP refer to AGD plans. balustrade system, comprising pilasters. Gap between pilasters to 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 at perimeter upstand's and thresholds, and 6mm gap between decking paving units. BALCONIES SHOULD BE DESIGNED TO COMPLY TO THE DESIGN OF TERRACES" 65 40 25 folded fascia & soffit. aluminium handrail with Balustrade fixing details by S.E./specialist designer. balustrade system, comprising 50x16mm extruded aluminium pilasters. Gap between pilasters to be less than 95mm, independently certified to BS6180. Connection detail to specialist design subject to co ordination with balcony 21 A_22_22 2400 1200 20 185325 A_22_22 1100 340 100 2400 21 1200 20 185325 1100 340 00 Ground floor P 525 2550 675 2775 675 262 4951 352.5 1219.5 463 3822.5 428.5 03 02 P 1382.5 231 1151.5 03 02 P 231 1151.5 1382.5 4117.5 5334.5 Single ply roof on tapered insulation by specialist designer, to provide suitable falls to outlets. Min 150mm upstand to 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 C 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 to specialist design subject to co ordination with balcony subcontractor and S.E. SHS columns to S.E. drawings to be galvanised and paint finished to match metal cladding colour: RAL 7043. 00 Ground floor 01 02 03 01 02 M L 03 01 02 M L Single ply roof on tapered insulation by specialist designer, to provide suitable falls to outlets. Min 150mm upstand to perimeter, to finish below brickwork/tile transition. VM Zinc Standing seam, or similar approved vertical joint metal cladding to external side of balconies. Ryno BalcaSmart™ Aluminium Decking System (or similar approved) on supports C 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 to specialist design subject to co ordination with balcony subcontractor and S.E. SHS columns to S.E. drawings to be galvanised and paint finished to 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 IN TRIANGLE THIS DRAWING, BY WHATEVER MEANS, INCLUDING ELECTRONIC, WITHOUT THE AUTHOR OF THIS DESIGN. ANY DISCREPANCY TO BE VERIFIED WITH THE ARCHITECT BEFORE DRAWING. FIGURED DIMENSIONS TO BE WORKED TO IN ALL CASES. Project Origin Vol/Sys Level Type Role Drawing Purpose: Scale @ A1 Project Name: Client: Drawing Name: By TRI dwg no: Revision Project Number: Number Dwg no. TRI 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 1 : 50 1 50 1 : 50 NTS NTS P0207/09/22JTMBalcony types updated in 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 06 1850 B C 72.5 1837.5 542.5 122.5 2180 K H G 1120 2180 1045 2180 2180 1045 Detail 01 3800 lifting eye 992 09 06 05 07 08 SHAFT LIFT Detail 02 3800 H G LOBBY Angle fillet Hydrophilic strips between (8 PERSON) CONCRETE WATERPROOF Blockwork SE specification Granular backfill discharging 100mm Full fill insulation to cavity: Knauf Earthwool 150mm below floor insulation. to DPC with self adhesive detail strip and double sided Delta AT800 Type C combined Steel angle to support Screed edge face of retaining wall. membrane protection and Land drain at base of foundations, to connect to outflow pipe along 07 SHAFT form bund prevent water 32 Ultimate or equal approved, to up to u/s of Visqueen gas resistant self double sided tape as per gas & drainage membrane (at double sided tape as per Visqueen HC BLOK Gas 05 08 A A C C Vent riser Lift Lobby 1850 Revision Drawing Name: By 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 -22402 1 50 Lift 2 -GA plan -Ground Floor 1 : 50 Lift Shaft 2 -Section CC (lower Ground floor) 1 : 50 Lift Shaft 2 -Section AA 1 50 Lift Shaft 2 -Section BB 1 10 Lift Shaft 2 -Detail 01 1 10 Lift Shaft 2 -Detail 02 Opening stops car entrances opening opening opening Lift door 1 50 Lift 2 -GA plan -Lower Ground Floor sizes updated in-line with lift manufacturers P0425/08/22JTMUpdated line with below ground details. INFORMATION REQUIRED: Retaining wall position to west face of lift shaft to be confirmed with Structural Engineer. 11 12 15 16 17 18 13 18 19 20 21 121110987654321 10987654321 Stair from 1st floor to 2nd continues on drawing: 36 37 Min 1100mm between railings SMOKE Slab edge Slab edge Min 1100mm between railings Stair from 1st floor to 2nd continues on drawing: HAT TRI ZZ XX DR A 32001 169 10 16 11 20 Reflected Ceiling Plan drawings ceilings in stairwells Refer acoustic report and for acoustic requirements to Stair Core 01 -Section 2 -GF to 1st floor Stair Core 01 -Ground Floor Plan 1 20 Stair Core 01 -LG Floor Plan PCC manufacturer for purpose slab edge setting Underside of flights and half landings to be underscored with plasterboard on MF sections. Skim and paint finish to board. um of Class C absorption, to be Acousticians report. Re Plans in conjunction with Acoustic report Cover plate board with paint finish to all facing stair stringers. Refer to Structural Engineers drawings for supporting steelwork to Stair Core 01 -3D View conjunction with Structural Engineers drawings for to floor heights. Stair Core 01 --Section 1 GF-1st Floor 01 - Balcony Types Details - Lift Shaft S.O. & Details - Stair Core 01 Setting Out
a
for new shift. Miners identity is registered at the entrance before enter ing 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, Mitsubishi aunced 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 re aching 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 a peak of 410, 000 tons in 1941. Entering from floor level 0m to -1000m underground for mine extraction.
Nophill Damaniya- UNIT 13 | 25 Registeration
Coal mining sequence
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.
Section taken from Figure A
Gunkanjima (Hashima)
Firgure: A
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
Nophill Damaniya-
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Damaniya- UNIT 13 | 24 Social Hierarchy and Housing Arrangement
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 sym bolically at the summit of Gunkanjima’s original rock.
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 sev eral families and located outside the flat.
flats for miners. Each apart ment 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 ar rived to Hashima island on this pier. The population reached a peak of 5,259 in 1969 claiming the most densely pop ulated 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 inter nationally. Coal mining area Institutional Recreation Coal miner’s acco modation Company director’s house Company officer’s acco modation Shrine and temple Open public spaces
Gunkanjima (Hashima)
Company
Company
Nophill Damaniya- UNIT 13 | 40 Nophill Damaniya- UNIT 13 | 41
Working drawings Nophill Damaniya- UNIT 13 42 FREEMIUM ISLAND Merging Barcelona with Freemium Island 02 - SIte and Design development
FREEMIUM ISLAND
02 - Freemium Island - final design renders
SECTION 3
- Steel frame for timber CLT structure
- Glue-Lam main girder
- Corten steel grating
- Corten steel grating opening
Standing seam metal roof
- intergrated LED linear lighting system
- IG Unit with laminated skylight
Rolling and Locking track for modules
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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 therapy 14
Office 15 - Public learning 16 - Group therapy 17
Individual 18
Public meeting
Public viewing
Stairs for
New pier Adjacent 1:250 03 - Mental Health Clinic - Floor Plans - Long Section - Cross Section Detail
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04 - Glue-Lam beam 05 - Vertical timber support 06 - Corten steel angle lateral bracing
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- Shelving units
Storage units
- Raised floor utility cavity
- Decking with drainage cavity below
- 5 Ply CLT base panel
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- 3 Ply CLT wall structural panel
- CLT electrical chase
- Sloped rigid foam
- Raised floor support system
- Notched plumbing chase
- HVAC Ductwork
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SECTION AA - 1:150 @ A2
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 ARCT1063 - Design Realisation Report 01 - Vapour barrier 02 - Rigid foam 03 - Exterior cladding 04 - Tongue and 05 - Sub floor 06 - Radiant flooring 07 - Sub floor 08 - Raised floor 09 - Steel angle 10 - Sloped rigid 11 - Brake metal 01 02 03 04 05 06 07 08 09 10 11 SECTION 4.23 - CONSTRUCTION DETAIL - B 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
03 - Mental Health Clinic - Elevation & Isometric render of final design