Portfolio Sample

N O P H I L L . D A M A N I Y A .

Part II Architectural Designer 9th June 1995 DEWSBURY, WAKEFIELD 07494431366 n.damaniya1@gmail.com Full UK Driving License nmd9695

EDUCATION 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

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)

SOFTWARE

RETAIL EXPERIENCE

Microsoft suit

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.

LANGUAGES

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.

Revit AutoCad Rhino SketchUp Pro - VRay Gravity Sketch (VR) DIAlux Adobe Photoshop Adobe InDesign Adobe Illustrator

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

NOPHILL DAMANIYA PART II ARCHITECTURAL DESIGNER RIBA Part 2 - Application Portfolio SAMPLE ARCHITECTURAL WORK (Extended portfolio available upon request)

TRIANGLE ARCHITECTS Client:

Onward Homes Project Name:

Extra Care Housing, Hattersley

ANGLE ARCHITECTS

Project Number:

Project Architect

18-016

Alison Duxbury

Issue Date:

Status:

11/10/2022

S0

Rev:

P12

c TRIANGLE ARCHITECTS LIMITED

TRIANGLE ARCHITECTS LIMITED ASSERTS ITS RIGHTS TO BE IDENTIFIED AS THE AUTHOR OF THIS DESIGN.

01 - Part II Experience Triangle Architects Ltd - Manchester Site Location - Hattersley. Software - Revit

es

ousing, Hattersley Project Architect

Alison Duxbury Status:

Rev:

S0

P12

THIS MODEL IS FOR INFORMATION ONLY FOR COORDINATION BETWEEN THE DESIGN TEAM, AND NOT FOR ONWARD TRANSMISSION TO 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.

ERTS ITS RIGHTS TO BE IDENTIFIED AS THE AUTHOR OF THIS DESIGN.

NLY FOR COORDINATION BETWEEN THE DESIGN TEAM, AND NOT FOR ONWARD TRANSMISSION TO

Main project that I worked on at Triangle Architects together with one lead Architect is shown here.

S

SECTION i3

Rev

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.

JTM JTM JTM JTM JTM JTM JTM

Date

Model Issue. Issued for coordination Model Issue. Issued for coordination Model Issue. Issued for coordination.

Model Issue. Issued for coordination.

Model Issue. Issue for Coordination Model Issue. Issue for Coordination Model Issue. Issue for coordination purposes

By

Remarks

BIM manager:

N/A Designer(s):

AJD, JTM, JPS Author:

TRIANGLE ARCHITECTS

TRIANGLE ARCHITECTS LIMITED

TRIANGLE ARCHITECTS LIMITED

THIS DRAWING IS THE SUBJECT OF COPYRIGHT WHICH VESTS IN TRIANGLE ARCHITECTS LIMTED. IT IS AN INFRINGEMENT OF COPYRIGHT TO REPRODUCE THIS DRAWING, BY WHATEVER MEANS, INCLUDING ELECTRONIC, WITHOUT THE EXPRESS WRITTEN CONSENT OF TRIANGLE ARCHITECTS LIMITED WHICH RESERVES ALL ITS RIGHTS.

THIS DRAWING IS THE SUBJECT OF COPYRIGHT WHICH VESTS IN TRIANGLE ARCHITECTS LIMTED. IT IS AN INFRINGEMENT OF COPYRIGHT TO REPRODUCE THIS DRAWING, BY WHATEVER MEANS, INCLUDING ELECTRONIC, WITHOUT THE EXPRESS WRITTEN CONSENT OF TRIANGLE ARCHITECTS LIMITED WHICH RESERVES ALL ITS RIGHTS.

TRIANGLE ARCHITECTS LIMITED ASSERTS ITS RIGHTS TO BE IDENTIFIED AS THE AUTHOR OF THIS DESIGN.

TRIANGLE ARCHITECTS LIMITED ASSERTS ITS RIGHTS TO BE IDENTIFIED AS THE AUTHOR OF THIS DESIGN.

DRAWING NOT TO BE SCALED. FIGURE DIMENSIONS TO BE WORKED TO IN ALL CASES

DRAWING NOT TO BE SCALED. FIGURE DIMENSIONS TO BE WORKED TO IN ALL CASES

THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS, TOLERANCES & REFERENCES.

THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS, TOLERANCES & REFERENCES.

ANY DISCREPANCY TO BE VERIFIED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORKS

ANY DISCREPANCY TO BE VERIFIED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORKS

REPORT ERRORS & OMISSIONS TO ARCHITECT.

REPORT ERRORS & OMISSIONS TO ARCHITECT.

WHERE AN ITEM IS COVERED BY DRAWINGS OF DIFFERENT SCALE, THE LARGER SCALE DRAWING TO BE WORKED TO. DO NOT SCALE FROM THE DRAWING. FIGURED DIMENSIONS TO BE WORKED TO IN ALL CASES.

WHERE AN ITEM IS COVERED BY DRAWINGS OF DIFFERENT SCALE, THE LARGER SCALE DRAWING TO BE WORKED TO. DO NOT SCALE FROM THE DRAWING. FIGURED DIMENSIONS TO BE WORKED TO IN ALL CASES.

CHECK ALL DIMENSIONS ON SITE.

CHECK ALL DIMENSIONS ON SITE.

DRAWING TO BE READ IN CONJUNCTION WITH THE HEALTH & SAFETY PLAN. AND ALL RELEVANT RISK ASSESSMENTS AND THE FOLLOWING DRAWINGS:

DRAWING TO BE READ IN CONJUNCTION WITH THE HEALTH & SAFETY PLAN. AND ALL RELEVANT RISK ASSESSMENTS AND THE FOLLOWING DRAWINGS:

1 Bed 1 Bed Cat 3 2 Bed 2 Bed Cat 3

1 Bed 2 Bed

11 2 3 3

Vent Riser

Lobby 8.76 m²

Corridor

Unisex Dis WC & baby change 5.03 m²

Unisex Dis. WC 4.78 m²

Cafe Refuse 10.11 m²

Dining 197.81 m²

Small Lounge 34.36 m²

Cat 3 Wheelchair

Cleaner Store 3.24 m²

Cat 3 Wheelchair

Cat 3 Wheelchair

Entrance Lobby 12.61 m²

Buggy Store 35.15 m²

Public WC (Male) 5.20 m²

Cat 3 Wheelchair

WC Lobby 8.55 m²

WC 4.90 m²

Cat 3 Wheelchair

Cat 3 Wheelchair

Cat 3 Wheelchair

Reception 10.60 m²

Cat 3 Wheelchair

Corridor

Store 2.25 m²

Lobby 6.70 m² Hairdressing Salon 30.40 m² Beauty Therapy 27.01 m²

Interview Room 10.36 m²

Staff Room 34.83 m²

Laundry 24.35 m²

Staff Change 7.20 m²

Public WC (Female) 5.24 m²

Lobby 4.61 m²

WC 4.53 m²

Small office/Store 5.86 m²

WC 3.99 m²

Total Area m2

Flat Type A.1 Flat Type A.1 VAR Flat Type A.2 VAR Flat Type B.1 Flat Type B.2 Flat Type C.1 (Cat 3) Flat Type C.1 VAR (Cat 3) Flat Type D.1 Flat Type E.1 (Cat 3) Total Residential

6 1

333.5 m² 56.5 m²

1

56.0 m²

Corridor

Lounge 103.59 m²

Vent Riser

Multi-function 28.54 m²

Kitchenette 9.07 m²

Multi-function 24.58 m²

62.0 m²

3 3

188.5 m² 216.5 m²

Total GIA

2833.0 m²

Flat Type A.1

Flat Type A.1

Corridor

Flat Type A.1

Cleaner Store 4.36 m²

Store 32.54 m²

Comms/IT Secure Storage 22.43 m²

First Floor

BLOCK C

Second Floor Total GEA

Flat Type D.1

Flat Type A.1

Flat Type A.1

Flat Type D.1 VAR 2

56.5 m² 56.0 m² 118.0 m² 59.0 m² 564.0 m² 127.5 m²

2789.0 m²

Area Schedule (GEA) - All Floors 1014.0 m² 3270.0 m² 3192.0 m² 3172.0 m² 10648.0 m²

Lower Ground Floor Corridor

Corridor

Ground Floor

Corridor

First Floor Second Floor

Lift Shaft 01

Corridor

Ground Floor

834.5 m² 56.0 m²

Total GIA Flat Type A.1

Vent Riser

Lobby 7.20 m²

Corridor

1014.0 m² 3270.0 m² 3192.0 m² 3172.0 m² 10648.0 m²

Lower Ground Floor

135.5 m² 658.5 m² 31.0 m² 23.5 m² 1.5 m² 5.0 m² 854.5 m²

Refuse Store 16.99 m²

Store 1 5.04 m²

Area Schedule (GEA) - All Floors

UP

Amenity Space Circulation Refuse / Recycling Service Areas Staff Areas Store Total Ancillary Space

Flat Type D.1

10.0 m² 46.0 m² 88.0 m² 108.5 m² 1682.0 m²

Lobby 20.87 m²

62.5 m² 1934.5 m²

Corridor

207.5 m² 673.0 m² 94.5 m² 455.0 m²

Stair 04

Service Riser

Flat Type B.1

1

Stair 01

Flat Type D.3

1151.5 m²

Lift Shaft 01

Flat Type A.1

117.0 m² 59.5 m² 62.0 m²

Total Area m2

Quantity

Flat Type A.1 15 Flat Type A.1 1 VAR Flat Type A.2 1 Flat Type A.2 1 VAR Flat Type B.1 2 Flat Type B.2 1 Flat Type D.1 9 Flat Type D.1 2 VAR 2 Flat Type D.3 1 Total Residential 33

Smoke shaft

19

Corridor

Corridor

Reception Lobby 115.30 m²

2 1 1

Accomodation

Vent Riser

Cafe/ Dining Circulation Kitchen/Service Reception / Lounge & Amenity Space Refuse / Recycling Service Areas Staff Areas Store Total Ancillary Space

Stair 02

Flat Type A.1

Lift Lobby 12.58 m²

Vent Riser

Assisted Bathroom 24.67 m²

Flat Type B.1

Flat Type A.1

Total GEA

Stair 04

Guest Suite No.1 23.56 m²

Service Riser

Flat Type A.1

NOTES: Areas do not include Balconies or Terrace Areas Circulation includes for. Stairs, Lifts.

Service Areas includes for riser shafts

Flat Type A.1

Flat Type D.1

Flat Type A.1

NOTES: Areas do not include Balconies or Terrace Areas Circulation includes for. Stairs, Lifts.

Service Areas includes for riser shafts

Flat Type D.1 VAR 2

BLOCK A

BLOCK A BLOCK B

BLOCK B Flat Type D.1

Flat Type E.1 (Cat 3)

Flat Type A.1 Flat Type A.1 Corridor

Corridor

Flat Type D.1

Flat Type A.1

Flat Type B.1 Lobby 12.16 m²

Flat Type E.1 (Cat 3)

Flat Type E.1 (Cat 3)

Flat Type C.1 VAR (Cat 3)

Flat Type C.1 (Cat 3)

Flat Type A.1

Vent Riser Bin Store 15.30 m²

Corridor

Stair 05 Lobby 4.69 m²

Lift Shaft 02 4.73 m²

Service Riser

UP

Corridor

Corridor

Vent Riser

Corridor

Lift Lobby 29.72 m²

Stair 03

Cat 3 Wheelchair

KINGSTON CLOSE

Flat Type D.1

Flat Type A.1

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

Flat Type B.1

Flat Type D.1

Flat Type A.2

Flat Type D.1

Flat Type A.1 Flat Type A.1

Vent Riser

Corridor

Stair 05

Refuse Store 14.12 m²

Lobby 4.48 m²

Lift Shaft 02

Service Riser

Stair 03

Corridor

Vent Riser

Corridor

Lift Lobby 30.39 m²

Corridor

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

Corridor Cat 3 Wheelchair

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.

Flat Type A.1

Flat Type A.2 VAR

Flat Type B.2

833

Flat Type A.1 VAR

Flat Type D.1

Flat Type A.1 VAR

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.

C01 29/07/22 JTM CONSTRUCTION ISSUE.

C01 29/07/22 JTM CONSTRUCTION ISSUE.

Onward Homes

Extra Care Housing, Hattersley

Extra Care Housing, Hattersley

Proposed GA Plan - Ground Floor

Proposed GA Plan - First Floor Plan

CONSTRUCTION - Information Required

­

HAT - TRI - Z2 - 00 - DR - A - 22101

18-016

B5

1 : 200

G_22_101

C01

JTM AJD

May 20

Onward Homes

01 - Project Sheet and Proposed Floor Plans

CONSTRUCTION - Information Required

BEAUF ORT R OAD

Cat 3 Wheelchair

533

Cat 3 Wheelchair

Buggy Store 19.50 m²

BLOCK D

Flat Type D.1

Flat Type D.1

Residents Entrance Lobby 12.38 m²

Flat Type B.2

Flat Type A.1

Flat Type A.2 VAR

Small Lounge 87.07 m² Flat Type D.1

BLOCK B

Cat 3 Wheelchair

BLOCK B

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.

Scheme managers office 6.79 m²

Care Manager Office 28.63 m²

Hobby Room 40.90 m²

Cat 3 Wheelchair

Cafe Entrance 13.23 m²

BLOCK A

03 - MArch - MENTAL HEALTH CLINIC (Y4) University of Greenwich Site Location - Smiths’ Wharf, London. Software - Rhino

Staff Change 5.32 m²

BLOCK D

Nophill Damaniya- UNIT 13 | 45

Servery 16.26 m²

Quantity

BLOCK C

Kitchen 34.24 m²

Stair 01

Accomodation

BLOCK A

Kitchen Store 14.19 m²

21 12

Area Schedule (GIA) - 1F Residential

Area Schedule (GIA) - GF Residential

HATTERSLEY ROAD EAST

RCHITECTS

P12 11/10/22 P11 25/08/22 P10 29/07/22 P09 17.06.22 P08 23.05.22 P07 10.05.22 P06 22.04.22

CONST RUCTI ON I N DUSTR

Remarks

LA Y ER I NG S TA NDA RD BA

Model Issue. Issued for coordination Model Issue. Issued for coordination Model Issue. Issued for coordination.

Model Issue. Issued for coordination.

Model Issue. Issue for Coordination Model Issue. Issue for Coordination Model Issue. Issue for coordination purposes

TRIANGLE L

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.

I NFOR M A TI O N: A CODE OF PR

S AND MAY HAVE SOME INFORMATION REMOVED BEFORE ISSUE.

GAL LIABILITY FOR THE DESIGN IS REFLECTED IN THE ISSUED DRAWINGS, NOT THIS MODEL FILE.

­

HAT - TRI - Z2 - 01 - DR - A - 22102

18-016

B5

1 : 200

G_22_102

C01

JTM AJD

May 20

c TRIANGLE ARCHITECTS LIMITED

DRAWING TO BE READ IN CONJUNCTION WITH THE HEALTH & SAFETY PLAN. AND ALL RELEVANT RISK ASSESSMENTS AND THE FOLLOWING DRAWINGS:

EXT7

LGF Corridor Wall

INT5a

Blockwork Corridor/Store/Riser Wall

Key Plan

INT6

215mm Blockwork Lift shaft wall with independant lining

INT6a

140mm Blockwork Lift shaft wall with independant lining

INT7

Blockwork Bin store/ riser wall with independant lining

INT8

Blockwork internal wall (non-lined)

INT8a

215mm width Blockwork internal wall (non-lined)

13852

Partition wall to house pocket door.

1135

1452.5

1677.5

1810

IDT16 FD60s

CW-GF-08

UP

574.5

6627.5

665

440

7273

32.5 m²

17090

INT5

275

2822.5

11147.5

552.5

C04

2665.5

1629.5

2657.5 EDT1

DR Inlet 1687.5

EDT1

1810

C02 C01

23/08/22 JTM Section detail references updated.

29.07.22 JTM CONSTRUCTION ISSUE

620 INLT01

RWP

525

Balcony Type 01 - Floor Plan 1 : 50

1810

610

5871.5

5175

PPC Aluminium fascia to internal faces.

By

Revision

Drawn

As indicated

JTM AJD

Checked Date

May 20

Raven House, 113 Fairfield Street, Manchester, M12 6EL

VM Zinc Standing seam, or similar approved vertical joint metal cladding to external side of balconies.

SHS columns to S.E. drawings to be galvanised and paint finished to match metal cladding colour: RAL 7043.

Balcony Type 03 & 04 - 3D Diagram NTS

Parapet Junction (Low Parapet) 1 : 10

100

75

PS

141.5

60 150mm. min

44 min.

130mm concrete hollworib deck to S.E. Drawings

C A V I T Y

REFER TO DETAIL EPF1 FOR EXTERNAL WALL DETAIL NOTES.

20

Insulation to roofing contractors specification to achieve U-value of 0.15 W/m2K Protan 1.6mm single ply membrane by Moy Materials, installed to manufacturer's instructions.

55

102.5

EXTERNAL WALL BUILDUP AS EPF2.

12.5

Parapet Junction (Projecting Bays) 1 : 10

12.5 100

RF7

Perforated closure/insect mesh.

165

57

C01

Aluminium cladding rail to form min.

38mm ventilated space.

'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.

Helping hand brackets/supporting structure to specialist design as required.

992

1045 3800

3225

2180 2180

2500

182100

340

23 22 21 20 19 18 17 16 15 14 13

22 21 20

A

19

17 16

Stair to be underscored as Note 1.

15 Lift Lobby

Smoke Shaft

Refer to acoustic report and Reflected Ceiling Plan drawings for acoustic requirements to ceilings in stairwells

14 13

06

By

11 10

10 0

8 7

2750

6

4

Lift 2 - GA plan - Ground Floor

2733

1100

H

G

72.5

09 08

Stair to be underscored as Note 1.

13

J

11

K

142.5

10 9 1427

250

2250

7

300 mm Min

6 5 4

Lift Shaft 2 - Section BB

Lift Shaft 2

3

A

250

2

1

1930

Drawing Name:

1 : 20

M

1 : 20

K

L

J

G

H

910 S.O.

05

-01 Lower Ground Block B

1 : 50

175650

G

B5

1 : 10

JPS

AJD

3

2

1

•

Underside of flights and half-landings to be underscored with plasterboard on MF sections. Skim and paint finish to board.

•

Acoustic panels, to achieve a miniumum of Class C absorption, to be included at underside of stair landings and ceilings to stairs as per Acousticians report. Refer to Reflected Ceiling Plans in conjunction with Acoustic report for details.

•

Cover plate / board with paint finish to all facing stair stringers.

•

Refer to Structural Engineers drawings for supporting steelwork to stairs.

300 mm min

1200 SW

SMOKE SHAFT

2750 risers

250

Delta AT800 Type C combined gas & drainage membrane (at LGF only) installed to manufacturer's instructions.

GROUND FLOOR DETAIL NOTES AS DETAIL GF5.

LIFT SHAFT

LIFT 2 (8 PERSON)

175650

Steel angle to support Screed edge- subhect to coordination with S.E.

WATERPROOF CONCRETE

Granular backfill discharging via land drain.

100mm blockwork laid on edge.

Blockwork to SE specification

-01 Lower Ground Block B 175650

Delta AT800 Type C combined gas & drainage membrane (at LGF only) installed to manufacturer's instructions.

WATERPROOF CONCRETE

Full fill insulation to cavity: Knauf Earthwool DriTherm 32 Ultimate or equal approved, to up to u/s of hollowcore floor slab

215

140

300

20

21

22

23

Visqueen HC BLOK Gas barrier membrane to inside face of retaining wall.

1200 SW

Stair arrangement, going and rise, and landing arrangement indicative and subject to design by specialist stair sub-contractor. Drawings to be read in conjunction with Structural Engineers drawings for layout of supporting structure, and confirmation of floor to floor heights.

STAIR CORE 01

9

8

1777

P05 09/09/22 JTM Lift 2 walls updated to coordinated design.

P04 25/08/22 JTM Updated in line with below ground details.

Retaining wall position updated.

P03 13/07/22 JTM Lift 2 Shaft depth updated in line with comments. LG floor plan added.

P02 16.06.22 JTM Shaft walls updated to block on edge. Shaft sizes updated in-line with lift manufacturers information.

P01 25.05.22 JTM First Issue

Rev Date

By

Client:

7

6

5

4

3

2

300 mm Min

1

STAIR 06

STAIR CORE 02

SMOKE SHAFT

STAIR CORE 04

2250 Risers

STAIR CORE 05

landiing Min 1100mm between railings

1527 landing

Remarks

Note: pattressing required behind board finish to take handrail fixings. Refer to internal finishes drawing.

Onward Homes

Project Name:

11

12

13

2250 Risers

STAIR CORE 03

STATUS B5 - INFORMATION REQUIRED • Coordination with handrail/ balustrade manufacturer for confirmation of stair handrail setting out.

• Steelwork to stairs to be coordinated with stair clear width and landing heights.

• PCC stair footing position to be coordinated with PCC manufacturer for purpose of slab edge setting out to stair landing.

483 landing

14

15

16

17

18

19

20

Extra Care Housing, Hattersley

Mortar infill to min 300mm above Lift shaft base.

Void former/ Backfill to S.E. specification

Mortar fillet WATERPROOF CONCRETE

Land drain at base of foundations, to connect to outflow pipe along Hattersley Road East. Refer to below ground drawinage layouts

Read in conjunction with Stair Core Specifications and Room Data Sheets for finishes including balustrades, stair finish and nosings.

N

Note: pattressing required behind board finish to take handrail fixings. Refer to internal finishes drawing.

Visqueen gas resistant self adhesive membrane dressed over and sealed to membranes either side using self adhesive detail sttrip and double sided tape as per installers requirements.

LIFT SHAFT BASE

Angle fillet

1 : 10

19

1 : 20

10

Mortar infill to min 300mm above Lift shaft base.

Hydrophilic strips between lift pit walls and footing

Lift Shaft 2 - Detail 01

18

36

Lift Shaft 2 - Detail 02 1 : 10

P02

37

Drawing Name:

Project

L

INFORMATION

A_22_402

Scale @ A1

Drawn

-

As indicated

JTM AJD

J

H

G

Stair Core 01 - LG Floor Plan 1 : 20

P05

Checked Date

20/05/22

TRIANGLE ARCHITECTS

Tel: 0161 272 3500 E-mail: studio@trianglearchitects.co.uk Web: www.trianglearchitects.co.uk Twitter: @TriangleArch

Onward Homes

F

Extra Care Housing, Hattersley

Revision

TRI Dwg No:

Status

K

Number

HAT - TRI - Z2 - ZZ - DR - A - 22402 18-016

Origin Vol/Sys Level Type Role

Project Number:

22.04.22 JTM Stair SO drawings updated in line with comment. Drawing notes updated.

04.04.22 JTM Issued for Information

P01

Lift Shaft S.O. & details - Lift 2

Drawing Purpose:

TRIANGLE

17

Stair Core 01 - Ground Floor Plan

Visqueen gas resistant self adhesive membrane sealed to HC Block membrane with selfadhesive detail strip and double sided tape as per installers instructions.

Mortar infill to min 150mm above Lift shaft base if required.

WATERPROOF CONCRETE

16

160

INFORMATION REQUIRED: • Retaining wall position to west face of lift shaft to be confirmed with Structural Engineer.

Granular backfill discharging via land drain.

100mm Full fill insulation to cavity: Knauf Earthwool DriTherm 32 Ultimate or equal approved, to extend min.

150mm below floor insulation.

Sept. 2020

15

NOTE: ONLY INDICATIVE BALUSTRADE LAYOUT AND DIMENSIONS PROVIDED. BALUSTRADE TO BE DESIGNED BY SPECIALIST SUBCONTRACTOR IN ACCORDANCE WITH BUILDING REGULATIONS

SERVICE RISER

Single course of brick/block to form bund to prevent water ingress into lift pit.

Gas& waterproof layer sealed to DPC with self-adhesive detail strip and double sided tape as per installers instructions.

-01 Lower Ground Block B

14

J

Visqueen gas resistant self adhesive membrane on Visqueen primer

Raven House, 113 Fairfield Street, Manchester, M12 6EL

4

Slab edge

13

Visqueen cavity drain membrane protection and drainage layer

ARCHITECTS

5

420

H LIFT LOBBY

C03

Checked Date

6

37

07

Revision

Drawn

7

2500 risers

Lift Shaft 2 - Section CC (lower Ground floor)

HAT - TRI - Z2 - ZZ - DR - A - 2401

Tel: 0161 272 3500 E-mail: studio@trianglearchitects.co.uk Web: www.trianglearchitects.co.uk Twitter: @TriangleArch

1500 landing

8

landing

Number

Scale @ A1

9

1225 landing

CONSTRUCTION - Information Required

Status

10

Min 1050mm between handrails

Visqueen HC BLOK Gas barrier membrane to inside face of retaining wall.

A_24-01

11

Slab edge

Lift 2 - GA plan - Lower Ground Floor

Remarks

TRI dwg no:

B

12

Single course brickwork as stop bund.

Visqueen gas resistant self adhesive membrane dressed over and sealed to membranes either side using self adhesive detail sttrip and double sided tape as per installers requirements.

Origin Vol/Sys Level Type Role

Note 1.

36

04

Typical Roof Details Sheet 1

18-016

Stair Core 01 - Section 2 - GF to 1st floor

Vent riser

09

00- Ground floor

Drawing Purpose:

Project Number:

174900

Stair Core 01 -- Section 1 GF- 1st Floor

178800

Extra Care Housing, Hattersley

Project

-01 Lower Ground Block A

Lift Lobby

C

Onward Homes

Helping hand brackets/supporting structure to specialist design as required.

VMzinc Flat Lock panel installed as per manufacturers reccomendations

08

Service riser

174900

06

1 : 50

07

11

8

92.5

1837.5

13 12

Refer to acoustic report and Reflected Ceiling Plan drawings for acoustic requirements to ceilings in stairwells

12

169

175650

15 14

15

F

178275

17 16

14

E

Stair 01 GF landing

18

16

122.5

-01 Lower Ground Block B

175650

20 19

17

B

-01 Lower Ground Block B

+178.275

19 18

C

Detail 02

Detail 01

1100

1

1427

1 : 50

SMOKE SHAFT

250

20

Stair 01 GF landing 178275 Cafe Ground Floor 178200

1687.5

178800

2

Café Refuse & Egress 178575

166.5

B

3300 mm FFL to FFL

178800

3

00- Ground floor 178800

2600

00- Ground floor

182100

1100

00- Ground floor

01- First Floor

9

1500

CORRIDOR

Client:

Project Name:

DRAWING TO BE READ IN CONJUNCTION WITH THE HEALTH & SAFETY PLAN. AND ALL RELEVANT RISK ASSESSMENTS AND THE FOLLOWING DRAWINGS:

12

LIFT SHAFT

Lift Shaft 2 - Section AA

21/10/22 JTM Insulation & buildup to tiled & metal clad facades updated. Detail RF2 & RF7 updated. Ductwork route amended at 2nd floor west facade. Detail RF21 updated.

25/08/22 JTM Detail 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.

25/07/22 JTM CONSTRUCTION ISSUE. Roof construction updated. Roof details updated. Detail section references updated. Roof falls provided. Parapet height increased. Louvres provided in CW to GF cafe and hobby room.

Additional Gutters to flat rooves as clouded.

Rev Date

CHECK ALL DIMENSIONS ON SITE.

250

23

01- First Floor

1379.5

01- First Floor 182100

14575

M

C

01- First Floor 182100

2180

102.5

Cement particle board (Glasroc X sheating board) to close cavity between edge of hollowcore slab and insulation

Parapet Junction - Metal Cladding 1 : 10

01 - Typical GA Plan - Typical Roof Detail Sheet

Service Riser

1 : 50

C03

TRIANGLE ARCHITECTS LIMITED ASSERTS ITS RIGHTS TO BE IDENTIFIED AS THE AUTHOR OF THIS DESIGN. DRAWING NOT TO BE SCALED. FIGURE DIMENSIONS TO BE WORKED TO IN ALL CASES

Stair from 1st floor to 2nd continues on drawing: HAT-TRI-ZZ-XX-DR-A-32001

18

1930

07

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

C02

102

RF6

55

188625

VM Zinc (or similar approved vertical joint cladding) base detail, installed to manufacturer's instructions.

Perforated closure/insect mesh.

Ceiling +2400

Joints between slabs to be infilled with tight packed insultation, or infilled with concrete to S.E. specification 100 TBC

100 TBC

03 Valley Parapet

Aluminum standing seam roofing

EXTERNAL WALL BUILDUP AS EPF1.

ROOF DETAIL NOTES AS PER RF1

Wall tie specification and spacings to Structural Engineer details

100

47

130

Wall tie specification and spacings to Structural Engineer details

Lift Shaft 2

SMOKE SHAFT

CORRIDOR

L

K

1200 SW

upstand

VM Zinc standing seam head capping detail, installed as per manufacturer's instructions to 1:20 fall.

439

1:20

Mortar bed joint as per structural engineers drawings/ specification

A

1045

Insulation to roofing contractors specification to achieve U-value of 0.15 W/m2K

Closed-state Cavity barrier to achieve 60mins FR, to suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar)

130

200

100

31

Cavity tray to BS5628

cb

J 92.5

A

Parapet Junction (Sloped Parapet) 1 : 10

ROOF VALLEY NOTES AS DETAIL RF6.

25

+188.082

102.5

185325

1 : 50

RF4

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

SE TO REVIEW HEIGHT OF SHS TO PARAPET ROOVES

75

185325

06

Rytons Rytweep translucent weepholes. 450mm centres

B

1837.5

1250

Lift door opening

102.5

Steelwork in red indicates position as referenced from structural engineers model

Cavity tray to BS5628 +188.112

02- Second Floor

H 142.5

08

3225

100

150mm min depth

+188.213

150mm min.

150mm upstand in background.

Note: Roof drainage via outlet to rainwater downpipe on reverse side of wall 1:40

02- Second Floor

72.5

-01 Lower Ground Block A

Airtight seal required to maintain air barrier continuity

Raven House, 113 Fairfield Street, Manchester, M12 6EL

37 37

420

55

36 36

1200 SW

100 TBC

G

Lift door opening

Wall tie specification and spacings to Structural Engineer details

Wall tie specification and spacings to Structural Engineer details

PARAPET ROOF NOTES AS DETAIL RF3.

150 min. insulation

75

150mm min.

150mm min

Rytons Rytweep translucent weepholes.

450mm centres

PS

02

Coping in background.

188550

CORRIDOR

Lift door opening

Sept. 2020

DRAWING TO BE READ IN CONJUNCTION WITH THE HEALTH & SAFETY PLAN. AND ALL RELEVANT RISK ASSESSMENTS AND THE FOLLOWING DRAWINGS:

LIFT DETAILS: Opening - 900mm Width 4 stops 2 car entrances

Closed-state Cavity barrier to achieve 60mins FR, to suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar)

AJD

CHECK ALL DIMENSIONS ON SITE.

Lift door opening

Closed-state Cavity barrier to achieve 60mins FR, to suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar)

Parapet Junction (High Parapet) 1 : 10

RF3

188550

05

EXTERNAL WALL BUILDUP AS EPF1.

JPS

REPORT ERRORS & OMISSIONS TO ARCHITECT.

Min 1100mm between railings

100

Valley tie in detail to manufacturer's instructions (incl welded seams etc. as required.

03- Third Floor (Roof)

C A V I T Y

As indicated

WHERE AN ITEM IS COVERED BY DRAWINGS OF DIFFERENT SCALE, THE LARGER SCALE DRAWING TO BE WORKED TO. DO NOT SCALE FROM THE DRAWING. FIGURED DIMENSIONS TO BE WORKED TO IN ALL CASES.

WHERE AN ITEM IS COVERED BY DRAWINGS OF DIFFERENT SCALE, THE LARGER SCALE DRAWING TO BE WORKED TO. DO NOT SCALE FROM THE DRAWING. FIGURED DIMENSIONS TO BE WORKED TO IN ALL CASES.

03- Third Floor (Roof)

C

Cavity tray to BS5628

EXTERNAL WALL BUILDUP AS EPF1.

Check batten/plate. Single ply membrane dressed up and over to min. 150mm above junction between sloped and flat roof. To roofing subcontractors details.

PARAPET ROOF NOTES AS DETAIL RF3.

102

S0

ANY DISCREPANCY TO BE VERIFIED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORKS

542.5

Ceiling +2400mm

J

Stair from 1st floor to 2nd continues on drawing: HAT-TRI-ZZ-XX-DR-A-32001

Min 1100mm between railings

25

Sloped parapet in background, to be above low parapet. Flashing detail to upstands as per roofing subcontractors details or as detail RF3.

75

03- Third Floor (Roof)

EXTERNAL WALL BUILDUP AS EPF2.

25

Eaves Junction (Tile Mansard) 1 : 10

100

Checked Date

THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS, TOLERANCES & REFERENCES.

REPORT ERRORS & OMISSIONS TO ARCHITECT.

370

C A V I T Y

K

Min 1100mm between railings

165

188550

20

Top hat brackets to carry counterbattens off face of insulation. Fixed back to blockwork wall in accordance with manufacturers requirements 12 100

215

75.5

PS

Hollowcore precast concrete plank to SE specification

50

P02

Drawn

THIS DRAWING IS THE SUBJECT OF COPYRIGHT WHICH VESTS IN TRIANGLE ARCHITECTS LIMTED. IT IS AN INFRINGEMENT OF COPYRIGHT TO REPRODUCE THIS DRAWING, BY WHATEVER MEANS, INCLUDING ELECTRONIC, WITHOUT THE EXPRESS WRITTEN CONSENT OF TRIANGLE ARCHITECTS LIMITED WHICH RESERVES ALL ITS RIGHTS.

L

ANY DISCREPANCY TO BE VERIFIED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORKS

+3800mm from 2nd floor FFL

Revision

A_22_22

Scale @ A1

THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS, TOLERANCES & REFERENCES.

TRI no. CDE no.

13

100

18-016

Status

ARCHITECTS

2180

Blockwork to S.E. Specifications

6 03- Third Floor (Roof)

Rytons Rytweep translucent weepholes.

450mm centres

188550

Moy Materials loose laid PE vapour barrier.

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

+3800mm from 2nd floor FFL in-line with lift manufacturers drawings

+189.262

Facing brick to inside of parapet. Min. 2 courses below top of upstand flashing (refer to elevations).

TILED ROOF BUILDUP AS DETAIL RF1.

TRI dwg no:

TRIANGLE

5

Rytons Rytweep translucent weepholes.

450mm centres

Project Number:

Tel: 0161 272 3500 E-mail: studio@trianglearchitects.co.uk Web: www.trianglearchitects.co.uk Twitter: @TriangleArch

M

1100

165mm Rockwool NyRock Rainscreen 032 or similar approved mineral wool insulation to achieve min. thermal conductivity of:0.032 W/mK

Balcony Type 05-07 Section Detail 1 : 10

EPF23

Number

HAT - TRI - ZZ - ZZ - DR - A - 2222

DRAWING NOT TO BE SCALED. FIGURE DIMENSIONS TO BE WORKED TO IN ALL CASES

07

Facing brick (refer to elevations).

Insulation to roofing contractors specification to achieve U-value of 0.15 W/m2K

Balcony connection detail by S.E./Specialist Designer, to include thermally insulated balcony connector.

Origin Vol/Sys Level Type Role

TRIANGLE ARCHITECTS LIMITED

THIS DRAWING IS THE SUBJECT OF COPYRIGHT WHICH VESTS IN TRIANGLE ARCHITECTS LIMTED. IT IS AN INFRINGEMENT OF COPYRIGHT TO REPRODUCE THIS DRAWING, BY WHATEVER MEANS, INCLUDING ELECTRONIC, WITHOUT THE EXPRESS WRITTEN CONSENT OF TRIANGLE ARCHITECTS LIMITED WHICH RESERVES ALL ITS RIGHTS.

PARAPET DETAIL NOTES AS DETAIL RF3.

Code 4 lead cover flashing. min 150mm high dressed into brickwork where below EPDM

Ceiling +2400mm

Project

c TRIANGLE ARCHITECTS LIMITED

05

min. +110mm to accomodate lifting eye

Sloped parapet coping in background.

Cavity tray to BS5628

Protan 1.6mm single ply membrane by Moy Materials, installed to manufacturer's instructions.

06

PPC aluminium folded fascia & soffit.

TRIANGLE ARCHITECTS LIMITED ASSERTS ITS RIGHTS TO BE IDENTIFIED AS THE AUTHOR OF THIS DESIGN.

CHECK ALL DIMENSIONS ON SITE.

To form continuous insulation line to external wall

07

3150

188550

Padstone to S.E. specification

Padstone to S.E. details

102

75

03- Third Floor (Roof)

Tyvek Supro breathable sarking membrane, continuous between roof and head of external wall.

200mm hollowcore slab to S.E. spec

75

08

1125

188250

100

09

K 03 High Parapet

DRAWING TO BE READ IN CONJUNCTION WITH THE HEALTH & SAFETY PLAN. AND ALL RELEVANT RISK ASSESSMENTS AND THE FOLLOWING DRAWINGS:

102

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

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

Eaves

J

3300

Crest mansard tile, installed to manufacturer's instructions.

H

190575

WHERE AN ITEM IS COVERED BY DRAWINGS OF DIFFERENT SCALE, THE LARGER SCALE DRAWING TO BE WORKED TO. DO NOT SCALE FROM THE DRAWING. FIGURED DIMENSIONS TO BE WORKED TO IN ALL CASES.

Ventilation tiles to ensure ventilation above eaves: 1 per metre wide.

RF5

G 03 High Parapet

PRELIMINARY

Continuous angle fixed to u/s PFC to support fascia.

SHS columns to S.E. drawings to be galvanised and paint finished to match metal cladding colour: RAL 7043.

Balcony Type 08 - 3D Diagram NTS

190575

REPORT ERRORS & OMISSIONS TO ARCHITECT.

100mm Kingspan Thermowall TW50 insulation (as Energy Council Appendix 1B), or similar approved to achieve min.

0.018 W/m2K thermal conductivity

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. VM Zinc Standing seam, or similar approved vertical joint metal cladding to external side of balconies.

Balcony Types 03 to 08 - Details Drawing Purpose:

1995.5

Scale @ A1

B5

C04

Drawing Name:

Outlet pipe (beyond) carried back to RWP refer to AGD plans.

3900 mm FFL to FFL

G_22_112

Extra Care Housing, Hattersley

1100

TRI dwg no:

18-016

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.

3150

Sarking membrane over eaves strip, on preservative treated stop rail.

Steel strap fixed to wall plate: refer to structural engineers drawings

100

1100

Number

HAT - TRI - Z2 - 00 - DR - A - 22112 Project Number:

Remarks

Project Name: BALCONIES SHOULD BE DESIGNED TO COMPLY TO "BS 8579:2020 GUIDE TO THE DESIGN OF BALCONIES AND TERRACES"

C A V I T Y

280

Origin Vol/Sys Level Type Role

By

Onward Homes cb

DRAWING NOT TO BE SCALED. FIGURE DIMENSIONS TO BE WORKED TO IN ALL CASES

10mm min.

07/09/22 JTM Balcony types updated in line with latest steelwork proposals. Issued for coordination.

01/09/20 JTM ISSUED FOR TENDER

Client:

122.5

Project

Status

40

10.5

P02

Remarks

GA Plan - Ground Floor - Block A & C

TRI no. Dwg no.

Roof tiles: Crest concrete interlocking roof tiles, colour: anthracite grey, installed to manufacturer's instructions.

Flexible insulation material tightly packed to block cold bridge and retard air infiltration.

Flexible insulation material tightly packed to block cold bridge and retard air infiltration.

100

LEVEL-ACCESS THRESHOLD

P01

ANY DISCREPANCY TO BE VERIFIED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORKS

150mm min.

ROOF DETAIL NOTES AS DETAIL RF1.

C A V I T Y

1100

FLOOR NOTES AS DETAIL EPF1.

185325

200

125

Ventilation tiles above eaves: 1 per metre wide.

Closed-state Cavity barrier to achieve 60mins FR, to suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar)

Ryno BalcaSmart™ Aluminium Decking System (or similar approved) on supports / C sections as per manufacturers detail / support systems.

02- Second Floor

TRIANGLE ARCHITECTS LIMITED ASSERTS ITS RIGHTS TO BE IDENTIFIED AS THE AUTHOR OF THIS DESIGN.

Kingspan Nilvent or equal approved breathable sarking membrane, vapour resistant to less than 0.6MNs/g

188550

min. 10mm gap between decking / paving at perimeter upstand's and thresholds, and 6mm gap between decking / paving units.

Downpipe.

Drawing Name:

150

03

03- Third Floor (Roof)

Levolux aluminium railed balustrade system, comprising 20 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.

21

Single ply roof on tapered insulation by specialist designer, to provide suitable falls to outlets.

Rev Date

150mm min

Timber truss fixed at equal centres to slab as per structural engineers drawings (size to be confirmed by specialist sub-contractor)

Kingspan Nilvent or equal approved breathable sarking membrane, vapour resistant to less than 0.6MNs/g

MAIN ROOF BUILD UP DETAIL NOTES AS DETAIL RF11.

Ryno BalcaSmart™ Aluminium Decking System (or similar approved) on supports / C sections as per manufacturers detail / support systems.

Type 07 - Corner Balcony- 3D Diagram NTS

THRESHOLD NOTES AS DETAIL EPF11.

THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS, TOLERANCES & REFERENCES.

Closed-state Cavity barrier to achieve 60mins FR, to suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar)

RF2

Balcony Type 05 & 06 - 3D Diagram NTS

Min 150mm upstand to perimeter, to finish below brickwork/tile transition.

CONSTRUCTION - Information Required

Insulation not less than 400mm thick mineral fibre quilt, one layer laid between truss members & overlaid with second layer running in opposite direction

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

Balcony Type 08 - Floor Plan 1 : 50

Downpipe.

Project Name:

BLOCK B

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

Eaves Junction (Brick to Tile) 1 : 10

Levolux PPC Aluminium folded fascia & soffit.

03

02

Drawing Purpose:

190575

RF1

01

Onward Homes

3252.5

2940

03 High Parapet

102

Balustrade fixing details by S.E./specialist designer.

Client:

S.E. to advise where additional mechnical restraint required for high parapets

REFER TO DETAIL EPF1 FOR EXTERNAL WALL DETAIL NOTES. Wall tie specification and spacings to Structural Engineer details

262

Refer to Juliet balcony details.

THIS DRAWING IS THE SUBJECT OF COPYRIGHT WHICH VESTS IN TRIANGLE ARCHITECTS LIMTED. IT IS AN INFRINGEMENT OF COPYRIGHT TO REPRODUCE THIS DRAWING, BY WHATEVER MEANS, INCLUDING ELECTRONIC, WITHOUT THE EXPRESS WRITTEN CONSENT OF TRIANGLE ARCHITECTS LIMITED WHICH RESERVES ALL ITS RIGHTS.

75

4951

Extra Care Housing, Hattersley

PPC Aluminium capping with nominal fall back to main roof.

Colour to be RAL 7034 to match metal cladding. Profile to be 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

100

352.5

1677.5

Rev Date

832.5

3375

140

C03

11/10/22 JTM Smoke Damper openings added. Curtain Walling updated. LGF ramps updated. Fire service access into courtyard updated.

AOVs updated at roof level.

09/09/22 JTM Floor 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.

47025

706.5

1354

P

1200

572.5

231

Comms/IT & Secure storage

GF24

3100

348

328.5

Ryno BalcaSmart™ Aluminium Decking System (or similar approved) on supports / C sections as per manufacturers detail / support systems.

22.0 m²

5522.5

1382.5

2028

INLT01

8408

1810

3822.5

Min 150mm upstand to perimeter, to finish below brickwork/tile transition.

WT38

1810

M 428.5

Single ply roof on tapered insulation by specialist designer, to provide suitable falls to outlets.

GF25

1210

2372.5

EDT6

INLT01

IDT16 FD60s

Store

INLT06a

440

1260

5334.5

INLT01

Stair 04

CW-GF-09

2372.5

72 1810

INT5

INLT01

5501

2660.5

2567.5

4117.5

Raven House, 113 Fairfield Street, Manchester, M12 6EL

01 - Balcony Types Details - Lift Shaft S.O. & Details - Stair Core 01 Setting Out

Stair Core 01 - 3D View

Stair Core 01 - Setting Out - Sheet 1 of 2

INFORMATION

INLT01

INT17

INT17

INT10

1749.5

5745.5

GF.C10 F43

7268

INLT01

1452.5

GF23

INLT01

275

EDT5

1810

WC

3.5 m²

02

TRI no. Dwg no.

3190.5

CW-GF-08b

EDT5

?

IDT31 FD30

INT17

INT10

INLT01

INT2

910 276 6561.5

910

174

2431.5 70

IDT8 FD30s

1810

IDT13 FD60s

24.5 m²

WT38

4.5 m²

GF22

910

675

DR Outlet

GF26

12297.5

890

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.

1829.5

847

INT5

INLT01

1441.5

1010

Shower/ WC

INT17

2505.5

562.5

2073.5

INT12

INLT01

1810

Levolux 70x20mm extruded aluminium handrail with secret fix detail.

Balcony Type 08 - Roof Plan 1 : 50

1729

910 163.5 INT13

2654.5 70

INT10

2444

75

INLT01

INT10

2225

2512.5

INLT01

CW-GF-08c

21.0 m²

1227.5 552.5

1330

IDT11 FD30s

Multi Function Room

27.5 m²

GF27

GF29

CW-GF-08a

687.5

INLT01

4235.5 Lobby GF.C2

3121

IDT17 FD30s

Multi- Function Room

INLT06a

IDT8 FD30s

1010

IDT11 FD30s

INLT01

IDT31 FD30

910 63

18mm Thk Min WBP exterior grade plywood to close top of cavity and securely fixed to compression seal on top of masonry.

100

5334.5

65

INLT01

1208

75

75 212.5

1810

3030

GF19

1510

INT13

2674

70

IDT9 FD30s

7.0 m²

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.

7.0 m²

GF21

3659.5 1662.5

EPDM fixed and sealed to brickwork and pararpet PFC

Continous adhesive strip to top of wall

231

40

INLT01

GF18

Staff Store

72 114 910

Staff Change

c TRIANGLE ARCHITECTS LIMITED

Flexible sealant to maintain air barrier continuity to u/s of floor above.

1354

ARCHITECTS

Closed-state Cavity barrier to achieve 60mins FR, to suit 175mm cavity width, fixed and taped to suit manufacturers instructions (Rockwool TCB, or similar)

Type 07 - Corner Balcony - Front Elevation 1 : 50

25

70

Courtyard entrance lobby

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)

C A V I T Y

231

Balcony Type 03 & 04 - Roof Plan 1 : 50

INT17 IDT31 FD30

7078

IDT17 FD30s

INLT01

5240.5

INT2

1100

3.5 m²

IDT15 FD30s

1510

INLT01

Lobby

1600.5

INT17

2170

1831 INT13

INT17

1810

133 910

575.5

72 487 1010 144 72

INT17

4027

34.0 m²

GF20

Tel: 0161 272 3500 E-mail: studio@trianglearchitects.co.uk Web: www.trianglearchitects.co.uk Twitter: @TriangleArch

Timber wall plate and steel strap: Refer to Structural engineers details.

4117.5

TRIANGLE

Alumasc 125x100 GXJ2 aluminium gutter

2400

Balcony Type 05 & 06 - Front Elevation 1 : 50

L

2201

Fascia and soffit closer installed striclty in accordance with manufacturers instructions on preservative treated timber formwork fixed to brickwork

100

1687.5

7660

2377.5

4.5 m²

GF15

INLT01

INLT01

Staff Room

IDT8 FD30s

92

?

INLT01

5041.5

10.0 m²

GF17

GF16 INL06a

72

Male WC

INLT01

1010

Interview room 24.5 m²

2631.5

INLT01

1 : 100

188250

03

02

3731.5

6225

4.5 m²

GF14

IDT9 FD30s

GA Plan - Ground Floor - Blocks A & C

Eaves

02- Second Floor 185325

M 231

03

INT2

Timber truss fixed at equal centres to slab as per structural engineers drawings (size to be confirmed by specialist sub-contractor)

P

02- Second Floor 185325

L

Blue Dimensions: Brickwork setting out dims

WT49

GF11

289

Balcony Type 08 - Front Elevation 1 : 50

3150

1510

100

178800

02

1284

TRI no. Dwg no.

286

00- Ground floor

Gutter Location

1810

18

BEAUFORT RD

Plan Key

Drwg Detail:

INL06a

EPF23

178800

1382.5

AC 1966.5

Type 07 - Corner Balcony - Plan 1 : 50

1 : 50

01

Dry riser position to be confirmed with TMBC & LA fire service,

WT36

Balcony Type 05 & 06 - Plan

03

Blue Dimensions: Internal Wall setting out dims WT46

1350

440

572.5

INLT01

15535

INT2

182100

262

00- Ground floor

Balcony Type 03 & 04 - Front Elevation 1 : 50

Block D

Drwg Detail:

3862.5

2405

1028

BLOCK A

70.0 m²

910

4951

340

INTERNAL COURTYARD

2211

1350

Plot F24 Flat Type E.1 (Cat 3) 2-Bed Apartment

900

352.5

370

BLOCK C

2352.5

1219.5

A_22_22

EPF6

INLT01

IDT8 FD30s

INLT01

2062.5

2062.5

5410

6225

INT10

735.5 GF28

INLT01

13510

BLOCK A

910

463

542.5

WT31

3167.5

1125

IDT10 FD30s

935

10.0 m²

Kitchenette

7114

215

8535 6870

275

777.5

INT12

INT12

Brew Room

592.5

205 1010

1912.5

WT11

INT3

CW-GF-07

1950

WT13 IDT1 FD30s

INLT01

CW-GF-06 5297.5

INLT01

3445

4400.5

3327.5

1350

1210 3567.5

INT3

5572.5

AB

72

718.5

kitchenette

218.0 m²

INLT01

AA

WT41

INLT01

INLT01

Communal Lounge

755.5

1810

Laundry Female WC

72

IDT21 FD30s

IDT15 FD30s

1010

IDT9 FD30s

275

INT6a

INT2

1835.5

1844 INT17

IDT21 FD30s

INLT01 INLT01

Plot F25 Flat Type B.1 1-Bed Apartment

8200

3337.5

INT17

4665

INLT01

70

INT17

1210

10095

INLT01

6275

INT6 INT6 INT6a

INLT01

58.0 m²

GF21

3600

INLT01

INLT01

1199

17532.5

3267.5

2587.5

1475

1010

INLT01

922.5

2247.5

INT3

5290

102.5 1010

6578.5

GF11

IDT18 FD30s

INT17 INLT01

72

INT17

2339.5

70 517

INT17

288 707

857

INT11

405.5 1532

4.5 m²

178

Meter Cupboard

INT1 INL06a GF.S04

INT11

2895.5

4.0 m²

Drwg Detail:

INT3

?

IDT18 FD30s

7092

GF1

LGF.S03

2035

3235

323

544

1677.5 1022.5 890

GF09

450

1810

IDT10 FD30s

890

1227.5

INT17

INT10

INT17

8.0 m²

4453.5

4510

1810

Acoustic & fire rated partition wall.

INT18

1810

WT5

72

4.0 m²

Lobby

27.0 m²

GF10

910

INLT06a

2203

3127.5

4.5 m²

INT10

777.5

3722.5

2173

70

585

IDT1 FD30s

72

INLT01

GF12

2623.5 IDT10 FD30s

Beauty Therapy

IDT26 FD60s

IDT26 FD60s

600

2211

4954

Accessible WC

1135

55.0 m²

70

INLT01

1793.5

1328

WT46

Cleaners Store

INLT01

IDT29 FD30s

Service Riser

IDT26 FD60s

INLT06a

Flat F8 Flat Type A.1 1-Bed Apartment

5877

IDT21 FD30s

INT12 Reception

1350

INT2

30.5 m²

GF07

1350

INLT06a

Detail: Drwg

1810

1510

1010

1010 102.5

1532

3352.5

Drwg Detail:

70

INLT01

910

1135

Drwg Detail:

1000

3072.5

6.5 m²

Hair & Beauty

572

2201 GF18

38.0 m²

GF06

INT8a

2.0 m²

2374.5

WT49

IDT15 FD30s

GF08 Lobby

GF30

LGF.S02 INT8

900

GF16

WT43

1255.5

95

450

1022.5

890

22

Buggy Store

369.5

INLT01

IDT15 FD30s

Smokeshaft

1225

910

1810

1898.5

INT12

Lift shaft 1

Smoke vent

GF.C3

1459.5

1810

WT31

INLT01

3722.5

11.0 m²

GF05

2560

Corridor

1768.5

502.5 1022.5 490

72

IDT9 FD30s

INLT01

INT6

6899.5

INT3

5200

3127.5 599.5

EPF6

Fire rated Shaft wall lining

Z

2202

2305

Care managers office 28.5 m²

413

661.5

1862.5

INT5

3212.5

CW-LGF-01 1452.5

3332.5

IDT1 FD30s

WT31

INT16

3822.5

Block C

7762

1227.5 787.5 1022.5

3722.5

WT8

Acoustic & fire rated partition wall.

182100

428.5

1810

INL06a

55.0 m²

1810

GF1

50 Tea Bar / 3247.5

204 910

Entrance Lobby

GF03

INT4

Plot F7 Flat Type A.1 1-Bed Apartment

890

WT42

602

4102

72 1184.5

910

CW-GF-10

INT10

IDT8 FD30s

499.5

INT10

6.5 m²

GF04

GF02

IDT14 FD60s

CW-GF-11 INLT01

3690

3677.5

Scheme managers office

IDT9 FD30s

1249

Drwg Detail:

INLT01

5865 GF.C1

1125

GF5

WT42b

EDT4

INLT01

Drwg Detail:

INT12

Corridor

IDT13 FD60s

1810

2490

CW-GF-12

5.0 m²

Stair 02

880

2202

1230

GF23b

70

X

70 5716

INT11

INT4

5657.5

1810

INT12

INLT01

4212

INT17

INLT01

1790

4790.5

INLT01

29

910

6225

87

INT12

1452.5

2507

5678

910

WT47

2203

5346.5

3722.5

1573.5

43.0 m²

GF37

WT8

Acoustic & fire rated Apartment partition wall.

INT15

DRAWING TO BE READ IN CONJUNCTION WITH THE HEALTH & SAFETY PLAN. AND ALL RELEVANT RISK ASSESSMENTS AND THE FOLLOWING DRAWINGS:

Orange Dimensions: Cut Brick/ Not to brick dims.

INT12

GF23a

70

1227

800

1810

INT17

INT17 IDT29 FD30s 2203 Drwg Detail:

IDT17 FD30s

Hobby room

910

WT47 INLT01

V

2047.5

150

100

INT10

1546.5 INT17

1810

510.572

CW-GF-23

1190

1810

INLT01

T

INT17

13.5 m²

GF01

GF7

GF38

INT17

WT5

Acoustic & fire rated partition wall.

INT14

39195 cut brick 935

20

35.5 m²

Drwg Detail:

3505.5

1810

Entrance Lobby

Q

6485 2202

?

Small lounge

N

INLT01

3948

3103

CW-GF-22

3160

SCR-GF-03

70

272

665

INLT01

2500

15713.5

4214.5

852

72

266.5

693.5

INLT01

5678

INLT01

3724.5

241

SCR-GF-01 INLT01

IDT17 FD30s

26

INT13

N

280

CW-GF-14

CW-GF-21

3160 552.5

SCR-GF-02

1350

Acoustic & fire rated partition wall.

CHECK ALL DIMENSIONS ON SITE.

01- First Floor

45679.5

INLT01

27

Acoustic & fire rated partition wall.

INT12

01- First Floor

CENTRAL SQ.

Sheet 2

1:20

28

Typical acoustic & fire rated partition wall.

INT11

WHERE AN ITEM IS COVERED BY DRAWINGS OF DIFFERENT SCALE, THE LARGER SCALE DRAWING TO BE WORKED TO. DO NOT SCALE FROM THE DRAWING. FIGURED DIMENSIONS TO BE WORKED TO IN ALL CASES.

20 2400

1125

572

1:20

INT10

Sheet 1

REPORT ERRORS & OMISSIONS TO ARCHITECT.

1200

Blockwork Corridor/Store/Riser Wall

INT17

THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS, TOLERANCES & REFERENCES.

1200

INT5

2550

Projecting Brickwork

20

675

CHECK ALL DIMENSIONS ON SITE.

EXT6

Drwg Detail:

GF03

INT17

19

Blockwork Stair/ Flat Party Wall

2201

GF39

31

20

INT4

1200

10297.5

INLT01

202.0 m²

3722.5

21

Typical brickwork

3998

32

23

EXT5

1587

Cafe / Dining

INLT01

24

WHERE AN ITEM IS COVERED BY DRAWINGS OF DIFFERENT SCALE, THE LARGER SCALE DRAWING TO BE WORKED TO. DO NOT SCALE FROM THE DRAWING. FIGURED DIMENSIONS TO BE WORKED TO IN ALL CASES.

INLT01

1462.5

25

Blockwork Corridor Party Wall

INLT01

33

30

INT3

1850

+178.200

2728

CW-GF-15

+178.761

DRAWING NOT TO BE SCALED. FIGURE DIMENSIONS TO BE WORKED TO IN ALL CASES

21

2775

34

+178.800

Vertical Roof Tile

675

CW-GF-17

INLT01

EXT4

1850

4971.5

REPORT ERRORS & OMISSIONS TO ARCHITECT.

3225

INT7

1010

Blockwork Apartment Party Wall

2180

INLT01

280

IDT21 FD30s

INLT01

INLT01

CW-GF-20

8799.5

530.5

IDT21 FD30s

3863

900 450

4259

300

TRIANGLE ARCHITECTS LIMITED ASSERTS ITS RIGHTS TO BE IDENTIFIED AS THE AUTHOR OF THIS DESIGN.

A_22_22

21

2180

INT2

4782.5

INLT01

1954.5

INT2

Block A

275

70

185325

THIS DRAWING IS THE SUBJECT OF COPYRIGHT WHICH VESTS IN TRIANGLE ARCHITECTS LIMTED. IT IS AN INFRINGEMENT OF COPYRIGHT TO REPRODUCE THIS DRAWING, BY WHATEVER MEANS, INCLUDING ELECTRONIC, WITHOUT THE EXPRESS WRITTEN CONSENT OF TRIANGLE ARCHITECTS LIMITED WHICH RESERVES ALL ITS RIGHTS.

EPF23

ANY DISCREPANCY TO BE VERIFIED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORKS

Standing Seam Cladding

Block B

+178.800 2035

Drwg Detail:

EPF8 EDT3

185325

c TRIANGLE ARCHITECTS LIMITED

ANY DISCREPANCY TO BE VERIFIED WITH THE ARCHITECT BEFORE PROCEEDING WITH THE WORKS

EXT3

22050

275

35

2211

cut brick 1570.5

INT1

152.5 INL06a 1991

9.0 m²

GF55

+178.575

CW-GF-16

INT5

1510

DR Inlet

Cafe Refuse

3.5 m²

GF54

INT10

02- Second Floor

02

THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS, TOLERANCES & REFERENCES.

Type Reference Description INT1 Blockwork Riser shaft/Flat wall

552

CW-GF-19

14999

1010 225

?

Unisex Dis WC

4.0 m²

GF53

+178.500

Colour Reference

1510

3000

?

4.0 m²

GF52

+178.200

370

EDT1

+178.500

INT7

Unisex Dis WC & baby change

Staff Change

16.0 m²

GF40

5134

INT1

36

Description Timber faced

EXT1

1262.5

9440

205.5

140

926 140 725

IDT20 FD60s

Cafe servery

3462

1:15

1913

IDT14 FD60s

960 IDT9 FD30s

1681

Type Reference

02- Second Floor

DRAWING NOT TO BE SCALED. FIGURE DIMENSIONS TO BE WORKED TO IN ALL CASES

Internal Wall Types Key

1002.5

INT5

INLT01

364

INT2

1963.5

1:15

GF.C8

IDT23 FD60s

INLT01

INLT01

Stair 01

Smoke 100 vent

3007

IDT23 FD60sCafe Egress Corridor+178.200

INT5

INT5

1459.5

900

250

1633.5 INLT01 1510

1010

GF.S01

INT2 INLT01

+178.275

1510

IDT12 FD30

SS

1.5 m²

Colour Reference

1810

3384.5

INLT01

INT5

585.5 832.5

5353

34.5 m²

INT5

13.5 m²

GF51

3027.5

DR Outlet

562.5

Kitchen GF50

35

External Wall Types Key

6681.5

300

Kitchen Storage

IDT23 FD60s

1010

WT6 INLT01

34

60

2361.5

INLT01

5446.5

INT7

1190

INLT01

140

953

36

TRIANGLE ARCHITECTS LIMITED ASSERTS ITS RIGHTS TO BE IDENTIFIED AS THE AUTHOR OF THIS DESIGN.

CW-GF-18

WT48

37 6840

HATTERSLEY ROAD EAST

WT48b

INLT01

2577.5

2147.5

INLT01

01

P

THIS DRAWING IS THE SUBJECT OF COPYRIGHT WHICH VESTS IN TRIANGLE ARCHITECTS LIMTED. IT IS AN INFRINGEMENT OF COPYRIGHT TO REPRODUCE THIS DRAWING, BY WHATEVER MEANS, INCLUDING ELECTRONIC, WITHOUT THE EXPRESS WRITTEN CONSENT OF TRIANGLE ARCHITECTS LIMITED WHICH RESERVES ALL ITS RIGHTS.

3225

M 890

3300

L 2260

K 2127.5

2180

J

1135 450

1350

WT3b

37

1340

3800

H

G

137

F 3385

1120

E

1151.5

D 1340

2409.5

552.5

2127.5

1151.5

C 450 1135

19902.5 1575

231

B

KINGSTON CLOSE

A 777.5 910

HAT - TRI - Z2 - ZZ - DR - A - 32001

18-016

G_32_01

P02

B5

As indicated

JM

AJD

01/04/22

­ ­

­­

­

FREEMIUM iISLAND Merging iBarcelona iwith iFreemium iIsland

Gunkanjima i(Hashima) Social iHierarchy iand iHousing iArrangement

Gunkanjima i(Hashima) Social iHierarchy iand iHousing iArrangement Flat ifor isubcontracted iworkers. i iFirst iever iconcrete ibuilding iconstructed iin iJapan, block iof i30 iconsisting ian iinner icourtyard iand ishopping icentre iat ithe ibasement. i

Swimming ipool ifor iHashima iinhabitants i

i

Fixed iconveyor ibelt ifor icoal transfer

i

Swimming ipool ifor iHashima iinhabitants i

Coal icar irepair iplant

Mine idirector iand ihis ifamily. i i iThe ionly Flat ifor isubcontracted iworkers. i iFirst iever iprivate iresidence iof iwooden iconstruction iconcrete ibuilding iconstructed iin iJapan, ion ithe iisland. iA ihouse ilocated isymiblock iof i30 iconsisting ian iinner icourtyard bolically iat ithe isummit iof iGunkanjima’s iand ishopping icentre iat ithe ibasement. i ioriginal irock. i

Post ioffice ilocated iin imixed iused iresidential iblock i31. i iPublic iphone iis ilocated iin ithe ipost ioffice ito icontact ithe ioutside iworld.

Fixed iconveyor ibelt ifor icoal transfer

i

Coal icar irepair iplant

Mine idirector iand ihis ifamily. i i iThe ionly iprivate iresidence iof iwooden iconstruction ion ithe iisland. iA ihouse ilocated isymbolically iat ithe isummit iof iGunkanjima’s ioriginal irock. i

Daily imarket i ievery imorning i Post ioffice ilocated iin imixed iused iresidential i08:00 i- i12:00 iblock i31. i iPublic iphone iis ilocated iin ithe ipost ioffice ito icontact ithe ioutside iworld.

At ithe iend iof ithe i19th icentury iFukahori isold ithe iisland ito iMitsubishi, iwhich iwas ia ishipping ienterprise iat ithe itime. iThe inew iowner ibuilt idwelling ihouses ifor iworkers iand Weekend imarket i ispace imade ifortifications, iwhich ihad ithe iisland ilooking isimilar ito ia ibattleship igliding ion ithe iwaves. i i Daily imarket i ievery imorning i i08:00 i- i12:00

Nophill Damaniya- UNIT 13 | 22

FREEMIUM iISLAND

FREEMIUM iISLAND

Working idrawings

Working idrawings

Weekend imarket i ispace

Coal imining iarea i iInstitutional i i Recreation i i iCoal iminer’s iaccomodation i iCompany idirector’s ihouse i iCompany iofficer’s iaccomodation i iShrine iand itemple i i iOpen ipublic ispaces i

i

Coal imining iarea i iInstitutional i i Recreation i i iCoal iminer’s iaccomodation i iCompany idirector’s ihouse i iCompany iofficer’s iaccomodation i iShrine iand itemple i i iOpen ipublic ispaces i

i

Nophill Damaniya- UNIT 13 | 36 Passenger i& isupply ipier. i i iMitsubishi iminers, iworkers iand itheir ifamilies iarrived ito iHashima iisland ion ithis ipier. iThe

population ireached ia ipeak iof i5,259 iin

i

1969, iclaiming ithe imost idensely ipopulated iplace iin ithe iworld. i i iFood, ifresh iwater iand iclothing iwere itransported ifrom iNagasaki ito iHashima iisland ion ia idaily ibasis. iHowever, iwhen ityphoon ihits ithe isupply i i iMitsubishi area, itherei& icould ibe iipier. a ishortage iof isupply iPassenger miners, iworkers iand itheir ifamilies iariifor ifew idays. i rived ito iHashima iisland ion ithis ipier. iThe i

population ireached ia ipeak iof i5,259 iin

i

1969, iclaiming ithe imost idensely ipopulated iplace iin ithe iworld. i i iFood, ifresh iwater iand iclothing iwere itransported ifrom iNagasaki ito iHashima iisland ion ia idaily ibasis. iHowever, iwhen ityphoon ihits ithe iarea, ithere icould ibe ia ishortage iof isupply ifor ifew idays. i i

Coal imining itools i& iequipement. i i iAxe i iPickaxe i iMining ispade iWater iproof ijacket i iMining iboots iWaterproof ilong itrouser i iCoal imining i& ihealth ieffects i iLoss iof iintelactual icapacity iprimarily ithrough imercury. iReduces iIQ iscores iand icause ilifelong iloss iof iintelegence. i i iHeart iattacks iand itissue ideaths idue ito ioxygen ideprivation, ileading ito ipermanent iheart idamage. i i iAsthma, iung idiseases, iblack ilung ifrom icoal idust iand ilung icancer.

At iHashima, iMitsubishi ilaunced ia iproject ito itap ithe coal iresources iunder ithe isea ibottom, isuccessfully

Coal iexport ipier. i i iHashima icoal iexports reached iup ito i410,000 itons iin

i

1941. iExtracted icoal iwas itransferred

towards ithis ipier ialong ithe iconveyor ibelt before ibeing iexported ito ithe icompany owned isteel ifactory, inationally iand iinternationally. i

i

i

i

Coal iexport ipier. i i iHashima icoal iexports reached iup ito i410,000 itons iin

1941. iExtracted icoal iwas itransferred

Company iflats ifor iminers. i iEach iapartment iconsisted iof isingle i6 itatami-mat iroom. iWith iwindow iand idoor. iMore ilike ia imonks icell ithan ian iapartment ibut istill ia imajor iimprovements iover iprevious iliving iquarters. i

Company iflats ifor iminers iand ifamily. i i Each iapartment iconsisted iof isingle i6 itatami-mat iroom iand ia ibalcony ias ian iextension iof ithe ihousehold. iBathroom ikitchen ifacilities iare ishared iamongst iseveral ifamilies iand ilocated ioutside ithe iflat.

Company iflats ifor iminers. i iEach iapartment iconsisted iof isingle i6 itatami-mat iroom. iWith iwindow iand idoor. iMore ilike ia imonks icell ithan ian iapartment ibut istill ia imajor iimprovements iover iprevious iliving iquarters. i

Gunkanjima i(Hashima)

i

i

Company iflats ifor iminers iand ifamily. i i Each iapartment iconsisted iof isingle i6 itatami-mat iroom iand ia ibalcony ias ian iextension iof ithe ihousehold. iBathroom ikitchen ifacilities iare ishared iamongst iseveral ifamilies iand ilocated ioutside ithe iflat.

i

i

Coal imining isequence

i

towards ithis ipier ialong ithe iconveyor ibelt before ibeing iexported ito ithe icompany owned isteel ifactory, inationally iand iinterNophill Damaniya- UNIT 13 | 24 nationally. i

i

i

i

i

sinking ia i199 i- imeter

i

- ilong iverticle ishaft iin

FREEMIUM iISLAND

FREEMIUM iISLAND

Working idrawings

Working idrawings

Nophill Damaniya- UNIT 13 | 38

Nophill Damaniya- UNIT 13 | 42

i

1895 iand istill ianother ishaft in i1898. iWith ithe imine ire-

i i

Nophill Damaniya- UNIT 13 | 24

aching ito i1000 im ibelow

sea ilevel. i i iHashima iwas

i

producing iabout i150, i000

i

tons iof icoal iannually

i

and iit’s ipopulation isoared to iover i3,000 iwhen, iin i1961 iHashima’s icoal iproduction i

i

i

reached ia ipeak iof i410,

000 itons iin i1941. i

i

Firgure: iA

Section itaken ifrom iFigure iA i

00:00

01:00

02:00

02:00 i- i05:00

05:00 i- i06:00

07:00

Registeration ifor inew ishift. i i

Entering imine ishaft.

Descending iinto iunderground imine.

Coal iextraction. i

Transter iof iextracted icoal ito imain ishaft

Transter iof iunderground icoal ito iground isurface.

Miners iidentity iis iregistered iat ithe ientrance ibefore ientering ithe imine. iIt irecords iwork ihours ifor isalary ipayment. i

Entering ifrom ifloor ilevel i0m ito i-1000m iunderground ifor imine iextraction. i

Nophill Damaniya- UNIT 13 | 25 02 - Existing site research

Nophill Damaniya- UNIT 13 | 41

02 - SIte and Design development

Nophill Damaniya- UNIT 13 | 40

13

01 - Public entrance

01 - Offices

02 - Staff entrance

02 - Social s

03 - Security

03 - Individu

21 04 - Reception/Admin

04 - Learning

05 - Waiting area

05 - Therapy

06 - Family meeting room

06 - Activity

07 - Vertical circulation (Public)

07 - Gym en

08 - Vertical circulation (Staff)

08 - Gym/ac

09 - Individual examination room 4

5

3

11 - Meeting room

10 - Social s

14 19

13

15

4

3

10

14 - Stairs for public entrance

6

9

9

15 - Public le

1

16 - Group th

5

19

9

9

9

8

14 - Office

1

12

20

13 - Group th

1

11

2 7

12 - Outdoor

2

13 - New pier for river entrance

12

11 - Public W

3

12 - WCs

1

14

09 - Patient/

10 - Offices

18

16 17

17

17

17

17 - Individu

18 - Public m

6 7

19 - Public v

9

20 - Stairs fo

8

21 - New pie 10

10

10

11

New bankside walkway Adjacent building 1:250 @ A3

Nophill Damaniya- UNIT 13 | 48

Adj 1:25

48

Nophill Damaniya- UNIT 13 | 49

SECTION i3

Nophill Damaniya- UNIT 13 | 50

ARCT1063 - Design Realisation Report

Nophill M Damaniya

SECTION AA - 1:150 @ A2

SECTION 4.21 - CONSTRUCTION SECTION DETAIL

01 - Steel frame for timber CLT structure 02 - Glue-Lam main girder

01

03 - Corten steel grating 04 - Glue-Lam beam 05 - Vertical timber support 04

06 - Corten steel angle lateral bracing 07 - Corten steel grating opening 08 - Standing seam metal roof

02

09 - intergrated LED linear lighting system

08

10 - IG Unit with laminated skylight 11 - Shelving units

10

[ Detail C ]

12 - Storage units

[ Detail D ]

05

13 - Raised floor utility cavity 14 - Decking with drainage cavity below

03

09

15 - 5 Ply CLT base panel

09 17

16 - Rolling and Locking track for modules

06 07

17 - 3 Ply CLT wall structural panel 18 - CLT electrical chase 19 - Sloped rigid foam

11

20 - Raised floor support system 21 - Notched plumbing chase 22 - HVAC Ductwork

18

12

[ Detail A ]

14

22

21

13

20 15

16

02 - Freemium Island - final design renders

19 [ Detail B ] 16

03 - Mental Health Clinic - Floor Plans - Long Section - Cross Section Detail

67

ARCT1063 - Design Realisation Report

Nophill M Damaniya

SECTION 4.22 - CONSTRUCTION DETAIL - A

ARCT1063 - Design Realisation Report

Nophill M Damaniya

SECTION 4.23 - CONSTRUCTION DETAIL - B 01 - Doubled glazed insulated glass unit

01

01 - Vapour barrier

01

02 - UT UnitWall mullion

02 - Rigid foam insulation

03 - Exterior cladding

03 - Exterior cladding

04 - Rigid foam insulation

04 - Tongue and Groove flooring 03

05 - Vapour barrier

05 - Sub floor

06 - Custom steel angle support assembly 11

06 - Radiant flooring assembly 02

07 - HVAC Ventilation 10

09

08

07 - Sub floor

08 - Subfloor

08 - Raised floor support system

09 - Radiant flooring assembly

09 - Steel angle support assembly

10 - Subfloor

10 - Sloped rigid foam

11 - Tongue and Groove flooring

11 - Brake metal flashing

02

04

07

05

05

06 07 03 04

11

06 09

08

10

68

69

PRELIMINARY

PRELIMINARY

FIRST

3D VIEWS

3

A

SK104

B

PRELIMINARY

3D VIEWS

5

SNOW/RAIN

WIND

WEIGHT OF BUILDING

LOAD CARRIED VERTICALLY THROUGH STRUCTURE

VERTICAL LIVE LOAD

LOAD CARRIED HORIZONTALLY THROUGH STRUCTURE

DEAD LOAD

LIVE LOAD - FURNITURE/EQUIPMENT/OCCUPANTS

LATERAL LOAD

03 - Mental Health Clinic - Details - Structural Stratergy - Load Stratergy

03 - Mental Health Clinic - Elevation & Isometric render of final design