PART II Application - Sample Portfolio

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

SOFTWARE 3. BRIFFA PHILLIPS ARCHITECTS | ST ALBANS (6 MONTHS) Part 1 Architectural designer (December ‘18 - April ‘19) Work profile - Concept Design, Design Development, Planning applications and Specification - Oak Farm, Maldon. Essex. (Change of Use) - Grimston Road. St Albans (Rear Extension) - Lower Dagnall Street. St Albans (Rear Extension) - Packhorse Place, Dunstable. Bedfordshire. (New Built) - Mayflower Road, Kensworth. (New Built) - Holywell Hill, St Albans. Grade 2 Listed (Refurbish/develop) RETAIL EXPERIENCE TESSUTI LIMITED | WHITEROSE LEEDS (7 MONTHS) Various Roles - SFS supervisor - (Ship From Store). Managing online orders, 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.

ARCHITECTURAL EXPERIENCE

REFERENCES

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.

Harry Randhawa Director - Triangle Architects Ltd. harry@trianglearchitects.co.uk Mob: 07823 885957 Raven House, 113 Fairfield Street, Manchester, M12 6EL

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.

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

ANGLE ARCHITECTS

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

es

ousing, Hattersley Project Architect

Alison Duxbury Status:

Rev:

S0

P12

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 AND MAY HAVE SOME INFORMATION REMOVED BEFORE ISSUE.

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

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.

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

Remarks

S

RCHITECTS

SECTION i3

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.

Nophill Damaniya- UNIT 13 | 45

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.

TRIANGLE ARCHITECTS Client:

Onward Homes Project Name:

Extra Care Housing, Hattersley

c

Project Number:

Project Architect

18-016

Alison Duxbury

Issue Date:

Status:

11/10/2022

S0

Rev:

P12

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

P12 P11 P10 P09 P08 P07 P06

Rev

11/10/22 25/08/22 29/07/22 17.06.22 23.05.22 10.05.22 22.04.22

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:

CONST RUCTI ON I N DUSTR

LA Y ER I NG S TA NDA RD BA

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

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

TRIANGLE L

TRIANGLE ARCHITECTS

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:

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

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

11 2 3 3

1 Bed 2 Bed

Area Schedule (GIA) - 1F Residential

Area Schedule (GIA) - GF Residential

Kitchen 34.24 m²

Vent Riser

Lobby 8.76 m²

Staff Change 5.32 m²

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

Cleaner Store 3.24 m²

Cat 3 Wheelchair

Cat 3 Wheelchair

Entrance Lobby 12.61 m²

Cat 3 Wheelchair

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

Buggy Store 35.15 m²

Public WC (Male) 5.20 m² WC Lobby 8.55 m²

WC 4.90 m²

Cat 3 Wheelchair

Cat 3 Wheelchair

Cat 3 Wheelchair

Cat 3 Wheelchair

Reception 10.60 m²

Cat 3 Wheelchair

Beauty Therapy 27.01 m² Corridor

Store 2.25 m²

Lobby 6.70 m² Hairdressing Salon 30.40 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

Corridor

Lounge 103.59 m²

Vent Riser

Multi-function 28.54 m²

Kitchenette 9.07 m²

Multi-function 24.58 m²

Store 32.54 m²

117.0 m² 59.5 m² 62.0 m²

1

62.0 m²

3 3

188.5 m² 216.5 m²

19

1151.5 m²

Flat Type D.3 Corridor

Flat Type D.1

Flat Type A.1

207.5 m² 673.0 m² 94.5 m² 455.0 m²

Comms/IT Secure Storage 22.43 m²

Corridor

Flat Type A.1

Cleaner Store 4.36 m²

First Floor Second Floor Total GEA

Flat Type A.1

Vent Riser

Lobby 7.20 m²

Flat Type D.1

Flat Type A.1

Flat Type A.1

Flat Type D.1 VAR 2

1 1

56.5 m² 56.0 m²

2 1 9 2

118.0 m² 59.0 m² 564.0 m² 127.5 m²

1 33

62.5 m² 1934.5 m²

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

Corridor Corridor

Corridor

Corridor

First Floor Second Floor

Lift Shaft 01

Corridor

Ground Floor

834.5 m² 56.0 m²

Total GIA

Refuse Store 16.99 m²

Store 1 5.04 m²

15 1

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

Flat Type A.1

1014.0 m² 3270.0 m² 3192.0 m² 3172.0 m² 10648.0 m²

Lower Ground Floor

BLOCK C

BLOCK A

2 1 1

Area Schedule (GEA) - All Floors

UP

Lobby 20.87 m²

Flat Type B.1

Stair 01 Smoke shaft

2833.0 m²

Stair 04

Service Riser

Flat Type A.1

Vent Riser

Total GIA

Lift Shaft 01

Flat Type A.1

56.0 m²

10.0 m² 46.0 m² 88.0 m² 108.5 m² 1682.0 m²

Corridor

Corridor

333.5 m² 56.5 m²

1

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

Stair 02

Reception Lobby 115.30 m²

6 1

Lift Lobby 12.58 m²

Vent Riser

Assisted Bathroom 24.67 m²

Flat Type B.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

Total GEA

Stair 04

Guest Suite No.1 23.56 m²

Service Riser

Flat Type A.1

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

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.

Flat Type A.1

Flat Type A.2 VAR

Flat Type B.2

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

BLOCK D

BLOCK B

BEAUF ORT R OAD

Cat 3 Wheelchair

833

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

533

Cat 3 Wheelchair

BLOCK B

HATTERSLEY ROAD EAST

Corridor

Servery 16.26 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

Stair 01

Total Area m2

Quantity

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

BLOCK C

Kitchen Store 14.19 m²

Accomodation

Total Area m2

Quantity

BLOCK A

Accomodation

21 12

­

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

18-016

B5

1 : 200

G_22_102

C01

JTM AJD

May 20

B

C

D

450 1135

1340

E

F

H

G

J

L

M

2260

890

K

c 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.

19902.5

1010

4971.5 INLT01

INLT01

INLT01

34

CW-GF-15

+178.761

+178.200

2728

10297.5

INLT01

202.0 m²

572

Typical brickwork

INT4

Blockwork Stair/ Flat Party Wall

EXT6

Projecting Brickwork

INT5

Blockwork Corridor/Store/Riser Wall

EXT7

LGF Corridor Wall

INT5a

Blockwork Corridor/Store/Riser Wall

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

13852

CW-GF-14

INT13

Acoustic & fire rated partition wall.

INT14

Acoustic & fire rated Apartment partition wall.

INT15

Acoustic & fire rated partition wall.

Acoustic & fire rated partition wall.

INT18

Partition wall to house pocket door.

Block D

BEAUFORT RD

WT31

BLOCK C

BLOCK A

910

1677.5

AC 1966.5 1810

Plan Key Gutter Location

1284

70

INT5

INLT01

910 163.5

21.0 m²

CW-GF-08b

INLT01

INLT01

CW-GF-08

1810

890

UP

2372.5

1810

574.5

440

7273

2028

17090

INLT01

32.5 m²

Comms/IT & Secure storage

GF25

22.0 m²

GF24

665

INT5

C04

8408

1810

3100

275

2665.5

1629.5

5522.5

2822.5 348

11147.5

552.5

2657.5 EDT1

1810

1510

1810

610

23/08/22 JTM Section detail references updated.

29.07.22 JTM CONSTRUCTION ISSUE

Remarks

Onward Homes

3252.5

5175

Project Name:

47025

706.5

By

Client:

Extra Care Housing, Hattersley

5871.5

Drawing Name:

GA Plan - Ground Floor - Block A & C

2940

Drawing Purpose:

CONSTRUCTION - Information Required

BLOCK B

2201 GF11

289

C02 C01

1677.5

TRI no. Dwg no.

286

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.

620 INLT01

RWP

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

WT36

C03

Rev Date

832.5

3375

140

DR Inlet 1687.5

EDT1

INLT06a

440

EDT6

INLT01

INLT01

2372.5

1260 INLT01

Store

CW-GF-09

5501

6627.5

1452.5

72 1810 IDT16 FD60s

INT5

WT38

EDT5

1810

2660.5

INT17

2567.5

INLT01

1210 EDT5

GF23

5745.5

GF.C10 F43

1810 IDT16 FD60s

Stair 04

275

INLT01

WC

3.5 m²

INT17

6561.5

174 910

INT10

910

675

IDT13 FD60s

24.5 m²

WT38

?

IDT31 FD30

INT17

INT10

INLT01

2512.5

INLT01

4.5 m²

GF22

910 63

INT17

2505.5

INT13

2654.5 70 2431.5 70

1010

DR Outlet

GF26

12297.5

1441.5

IDT8 FD30s

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

Shower/ WC

1749.5

INT10

562.5

2073.5

2225

Multi Function Room

27.5 m²

GF27

GF29

1227.5 552.5

75 IDT11 FD30s

3190.5 Multi- Function Room

CW-GF-08c

Courtyard entrance lobby

CW-GF-08a

1330

INT10

INT12

IDT17 FD30s

INLT01

INLT01

7268

Kitchenette

2405

687.5

INLT01

4235.5 Lobby GF.C2

3121

935

4400.5

GF28

IDT8 FD30s

1010

IDT11 FD30s

3030

72 114 910

Staff Change

7078

INLT01

INLT01

1208

75

75 212.5

1810

7.0 m²

GF19

INLT06a

1510

2674

IDT9 FD30s

Staff Store

70

INT17 IDT31 FD30

IDT31 FD30

INT2

IDT17 FD30s

INLT01

5240.5

575.5

72 2377.5

INT17

1100

3.5 m²

GF18

3862.5

572.5

INLT01

34.0 m²

GF20

1831

Lobby

IDT15 FD30s

INT17

2170

133 910

1600.5

INT17

1810

Blue Dimensions: Brickwork setting out dims

INLT01

INLT01

Staff Room

INT13

INLT01

5041.5

4027

INT2

735.5

4.5 m²

GF15

92

?

1510

1010

INL06a

72

Male WC

IDT21 FD30s

10.0 m²

GF17 IDT8 FD30s

INT13

2631.5

INLT01

3731.5 Interview room 24.5 m²

GF16

2444

72

IDT9 FD30s

WT49

72

6225

GF14

Blue Dimensions: Internal Wall setting out dims WT46

1350

7660

BLOCK A

70.0 m²

900

EPF6

1350

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

AB

1452.5

1810

3167.5

1135

Drwg Detail:

INLT01

IDT8 FD30s

INLT01

INLT01

440

INT12

INT12 10.0 m²

INLT01

15535

INT2

8200

6225

INT10

INT17 INT12

1028

13510

572.5

275

7114

215

8535

922.5

6870

INT3

5410

4.5 m²

INLT01

3445

Brew Room

592.5

205 1010

1912.5

WT11

INLT06a

3337.5

CW-GF-07

777.5

1950

WT13 IDT1 FD30s

INLT01

1350

INLT01

AA

2352.5 2211

IDT10 FD30s

718.5

kitchenette

INT17

INT10

3327.5

CW-GF-06 5297.5 2062.5

3567.5

INT3

58.0 m²

5572.5

3267.5

2587.5

3722.5

218.0 m²

755.5

INLT01

1210

10095

6275

Communal Lounge

1210

INLT01

910

WT41

INLT01

INLT01

17532.5

INT2

INT17

1010

IDT9 FD30s

Plot F25 Flat Type B.1 1-Bed Apartment

1125

Drwg Detail:

INL06a

18

Block C

INTERNAL COURTYARD

Fire rated Shaft wall lining

INT17

Z

1810

Laundry Female WC

INLT01 INLT01

275

INT6a

4.0 m²

LGF.S03

GF21

3600

4665

INLT01

INLT01

INT6 INT6 INT6a

405.5 1532

4.5 m²

178

Meter Cupboard

1532

2895.5 2247.5

INT3

1475

INLT01

1835.5

IDT15 FD30s

2339.5

70 517

INT17

707

857

GF1

INL06a

IDT26 FD60s

5290

102.5 1010

INLT01

INLT01

1199

70

1844 INT17

IDT21 FD30s

INT17

910

Service Riser

Drwg Detail:

INT3

1010

GF11

IDT18 FD30s

70

2035

3235

6578.5

8.0 m²

4453.5

INT17

7092

544

1677.5 1022.5 890

?

INLT01

450

1810

323

890

1227.5

72

IDT29 FD30s

INT1

GF.S04

INT11

1225

2203

3127.5

GF09

IDT18 FD30s

Lobby

27.0 m²

GF10

4510

1810

Acoustic & fire rated partition wall.

1810

3722.5

WT5

4.5 m²

IDT10 FD30s

INT10

777.5

IDT1 FD30s

2173

72

IDT10 FD30s

Beauty Therapy

IDT26 FD60s

585

2211

WT31

72

INT10

1135

Detail: Drwg

4954

INT8a

LGF.S02 INT8

IDT26 FD60s

600

EPF6

70

GF30

2.0 m²

INLT06a

55.0 m²

5877

INT17

GF12

2623.5 INLT01

Accessible WC

Reception

1350

INT2

Flat F8 Flat Type A.1 1-Bed Apartment

70

IDT21 FD30s

INLT01

4.0 m²

1000

3072.5

INLT01

1793.5

1328

WT46

Cleaners Store

1255.5

95

GF07

1350

INLT06a

GF06

369.5

30.5 m²

Smokeshaft

GF.C3

1459.5 Drwg Detail:

WT8

910

1135

WT49

IDT15 FD30s

GF08 Lobby 6.5 m²

Hair & Beauty

572

2201 GF18

38.0 m²

INLT01

IDT15 FD30s

INT12

450

3352.5

890

22

INLT01

2305

INLT01

Buggy Store

INLT01

Lift shaft 1

Smoke vent

Corridor

1010 102.5

599.5

IDT1 FD30s

X

2374.5

GF16

WT43

1810

1898.5

2560

6899.5

INT3

5200

3127.5

900

Drwg Detail:

502.5 1022.5 490

72

IDT9 FD30s

INT12

INT6

55.0 m²

3722.5

1022.5

INT11

3332.5

288

1510

1010

INL06a

1810

413

661.5

1862.5

INT5

3212.5

CW-LGF-01 1452.5 1227.5 787.5 1022.5 1810

Plot F7 Flat Type A.1 1-Bed Apartment

WT8

Acoustic & fire rated partition wall.

INT12

7762

WT31

Typical acoustic & fire rated partition wall.

INT11

1810

INT4

CW-GF-10

602

28.5 m²

72 1184.5

910

GF1 WT42

50 Tea Bar / 3247.5

204 910

11.0 m²

GF05

GF03

IDT14 FD60s

V

1768.5

20

4102 Care managers office GF02

IDT13 FD60s

CW-GF-11 INLT01

INT10

IDT8 FD30s

499.5

Entrance Lobby

5.0 m²

Stair 02

WT42b

EDT4

3690

3677.5

6.5 m²

GF04

IDT9 FD30s

1810

70

Scheme managers office

Drwg Detail:

INT11

INT4

5657.5

890

847

CW-GF-12 INLT01

GF23b

70

910

2202

4790.5

INLT01

GF.C1

1249

GF5

2062.5

INLT01

Corridor

1125

2490

6225

4212

INT17

INLT01

1810

Drwg Detail:

INLT01

5865

87

T

880

2507

5678

1573.5

3722.5

5346.5

GF37

5716

INT12

IDT17 FD30s

43.0 m²

29

WT5

INT10

Orange Dimensions: Cut Brick/ Not to brick dims.

1230

WT47

2203

Drwg Detail:

Hobby room

1810

2202

INT12

GF23a

INT12

INLT01

1790

INT17

INT17 IDT29 FD30s 2203

910

WT47 70

1227

800

910

72 487 1010 144

INT10

1546.5 INT17

1810

510.572

CW-GF-23

INT17

910

1452.5

2047.5

GF7

100

1810

INT17

150

241

1810

3505.5

13.5 m²

GF01

INLT01

1190

1810

665

3103

CW-GF-22

35.5 m²

Drwg Detail:

GF38

26

215mm width Blockwork internal wall (non-lined)

39195 cut brick 935

2202 Entrance Lobby

Q

6485

3948

?

Small lounge

INLT01

3724.5

70

N

INLT01

272

15713.5

4214.5

SCR-GF-03

2500

3160

72 IDT17 FD30s

27

Blockwork internal wall (non-lined)

INT8a

N CENTRAL SQ.

Sheet 2

852

5678

INLT01

266.5

552.5

INLT01

INLT01

1350

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

Sheet 1

45679.5 SCR-GF-01

INLT01

28

CHECK ALL DIMENSIONS ON SITE.

Key Plan

INT8

INT16

1:20

SCR-GF-02

693.5

3160

CW-GF-21

1:20

INT17

INT2

Project

Origin Vol/Sys Level Type Role

Number

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

TRI dwg no:

18-016

Revision

G_22_112

Status

Scale @ A1

Drawn

B5

As indicated

JTM AJD

C04

Checked Date

May 20

TRIANGLE

GA Plan - Ground Floor - Blocks A & C

ARCHITECTS

1 : 100

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

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

c 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.

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)

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

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

DRAWING NOT TO BE SCALED. FIGURE DIMENSIONS TO BE WORKED TO IN ALL CASES THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DIMENSIONS, TOLERANCES & REFERENCES.

EPDM fixed and sealed to brickwork and pararpet PFC

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

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

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.

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

75.5

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

10.5

190575

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

Ventilation tiles above eaves: 1 per metre wide.

ROOF DETAIL NOTES AS DETAIL RF1.

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.

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

Crest mansard tile, installed to manufacturer's instructions.

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

Eaves 188250

188250

Alumasc 125x100 GXJ2 aluminium gutter

C A V I T Y

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

Continous adhesive strip to top of wall

RF1

100

100

75

102

Blockwork to S.E. Specifications

13

165

RF2

C A V I T Y

Ceiling +2400mm

100

EXTERNAL WALL BUILDUP AS EPF1.

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

Airtight seal required to maintain air barrier continuity

100 TBC

55

100

RF4

upstand PS

100

RF5

Parapet Junction (Low Parapet) 1 : 10

100

100

75

75

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.

100 TBC

55

102.5

EXTERNAL WALL BUILDUP AS EPF2.

C02

Perforated closure/insect mesh.

12.5

12.5 100

165

57

'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.

Parapet Junction (Projecting Bays) 1 : 10

RF7

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

By

Onward Homes Project Name:

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

Drawing Name:

VMzinc Flat Lock panel installed as per manufacturers reccomendations

Parapet Junction - Metal Cladding 1 : 10

Remarks

Client:

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

102

RF6

C01

Aluminium cladding rail to form min.

38mm ventilated space.

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

44 min.

C03

188625

Aluminum standing seam roofing

130mm concrete hollworib deck to S.E. Drawings

C A V I T Y

102.5

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

03 Valley Parapet

141.5

60

Wall tie specification and spacings to Structural Engineer details

47

EXTERNAL WALL BUILDUP AS EPF1.

ROOF DETAIL NOTES AS PER RF1

102.5

Mortar bed joint as per structural engineers drawings/ specification

150mm min depth

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

SE TO REVIEW HEIGHT OF SHS TO PARAPET ROOVES

100

150mm. min

Cavity tray to BS5628

cb

Wall tie specification and spacings to Structural Engineer details

C A V I T Y

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

439

1:20

Rytons Rytweep translucent weepholes. 450mm centres

+188.082

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

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

25

130

200

+188.112

ROOF VALLEY NOTES AS DETAIL RF6.

31

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

Cavity tray to BS5628

55

Parapet Junction (Sloped Parapet) 1 : 10

Steelwork in red indicates position as referenced from structural engineers model

130

+188.213

150mm min.

150mm upstand in background.

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

100 TBC

102.5

PARAPET ROOF NOTES AS DETAIL RF3.

150 min. insulation

75

Rytons Rytweep translucent weepholes.

450mm centres

150mm min.

150mm min

188550

Wall tie specification and spacings to Structural Engineer details

02

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

03- Third Floor (Roof)

PS

Wall tie specification and spacings to Structural Engineer details

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.

Cavity tray to BS5628

EXTERNAL WALL BUILDUP AS EPF1.

Parapet Junction (High Parapet) 1 : 10

Coping in background.

188550

102

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

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

03- Third Floor (Roof)

75

C A V I T Y

EXTERNAL WALL BUILDUP AS EPF2.

RF3

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

100

03- Third Floor (Roof)

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.

100

TILED ROOF BUILDUP AS DETAIL RF1.

20

Hollowcore precast concrete plank to SE specification

03

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

Rytons Rytweep translucent weepholes.

450mm centres

Cavity tray to BS5628

PS

25

Eaves Junction (Brick to Tile) 1 : 10

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

188550

Moy Materials loose laid PE vapour barrier.

25

Eaves Junction (Tile Mansard) 1 : 10

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

Rytons Rytweep translucent weepholes.

450mm centres

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

PARAPET DETAIL NOTES AS DETAIL RF3.

Facing brick (refer to elevations).

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

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

Padstone to S.E. details

To form continuous insulation line to external wall

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

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

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

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

188550

Padstone to S.E. specification

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

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

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

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

75

150

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

100

200

125

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

102

150mm min.

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

Sloped parapet coping in background.

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

0.018 W/m2K thermal conductivity

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

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

10mm min.

150mm min

03 High Parapet

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

CHECK ALL DIMENSIONS ON SITE.

40

Extra Care Housing, Hattersley Typical Roof Details Sheet 1 Drawing Purpose:

CONSTRUCTION - Information Required TRI no. Dwg no.

19

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.

EXT5

Drwg Detail:

GF03

31

20

Blockwork Corridor Party Wall

2201

GF39

3722.5

21

INT3

3998

32

23

Vertical Roof Tile

1587

Cafe / Dining

1462.5

24

REPORT ERRORS & OMISSIONS TO ARCHITECT.

EXT4

INLT01

INLT01

25

Blockwork Apartment Party Wall

INLT01

33

30

INT2

1729

CW-GF-20

+178.800

Standing Seam Cladding

Block A

280

1913 3863 INT7

900 450

INLT01

300

Drwg Detail:

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

EXT3

Block B

1954.5 IDT21 FD30s

4782.5

8799.5

1963.5

1510 70

IDT21 FD30s

35

2211

EPF8 EDT3

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

Type Reference Description INT1 Blockwork Riser shaft/Flat wall

22050

+178.800 2035

9.0 m²

GF55

+178.575

+178.500

DR Inlet

Cafe Refuse

3.5 m²

GF54

INT10

CW-GF-17

INT5

250

275 INT2

INLT01

530.5

INT5

1459.5

152.5 INL06a 1991 275

INT1

1510

?

Unisex Dis WC

4.0 m²

GF53

EDT1

+178.500

INT7

?

4.0 m²

GF52

1262.5

1:15 9440

Unisex Dis WC & baby change

Staff Change

3462

EXT1

Colour Reference

552

CW-GF-19

14999

INT1

+178.200

370 1010 225

1681

cut brick 1570.5

IDT20 FD60s

16.0 m²

5134

IDT14 FD60s

36

Description Timber faced

1510

3000

3007

IDT9 FD30s

INT2

Smoke 100 vent

1:15

INLT01

INLT01

Stair 01

960

Cafe servery GF40

900

205.5

INT5

926 140 725

140

3384.5

1010

1633.5 INLT01 1510

IDT23 FD60sCafe Egress Corridor+178.200 GF.C8

364

GF.S01

INT2 INLT01

+178.275

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

Internal Wall Types Key

1002.5

INT5

INLT01

IDT12 FD30

SS

1.5 m²

Type Reference

1810

IDT23 FD60s

INLT01

INT5

585.5 832.5

5353

34.5 m²

INT5

13.5 m²

GF51

300

Kitchen Storage

IDT23 FD60s

Colour Reference

CW-GF-16

DR Outlet

562.5

Kitchen GF50

4259

External Wall Types Key

6681.5 3027.5

60

2361.5

INLT01

5446.5

INT7

1190

INLT01

140

1010

WT6

35

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

CW-GF-18

WT48

37 6840

953

36

2127.5

HATTERSLEY ROAD EAST

WT48b

INLT01

INLT01

34

1135 450

2577.5

2147.5

INLT01

1340

910 276

WT3b

37

3385

1350

2127.5

2409.5

552.5

1575

KINGSTON CLOSE

A 777.5 910

Project

Origin Vol/Sys Level Type Role

Number

HAT - TRI - Z2 - ZZ - DR - A - 2401 Project Number:

18-016

TRI dwg no:

Revision

A_24-01

Status

Scale @ A1

Drawn

B5

1 : 10

JPS

C03

Checked Date

AJD

Sept. 2020

TRIANGLE ARCHITECTS

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

01 - Typical GA Plan - Typical Roof Detail Sheet

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

01

P

02- Second Floor

185325

185325

525

02- Second Floor

02

c 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.

EPF23

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

A_22_22

21

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

21

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

REPORT ERRORS & OMISSIONS TO ARCHITECT.

1200

2550

1200

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

20

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

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:

2400

01- First Floor

01- First Floor

3822.5

463

1219.5

352.5

4951

182100

Balcony Type 05 & 06 - Plan

262

Type 07 - Corner Balcony - Plan 1 : 50

1 : 50

2775

428.5

675

675

182100

EPF23

100

178800

P

01

02- Second Floor

02- Second Floor

185325

185325

340

Balcony Type 08 - Front Elevation 1 : 50 03

02

1100

00- Ground floor

178800

100

340

00- Ground floor

Balcony Type 03 & 04 - Front Elevation 1 : 50

1100

A_22_22

2400

03 L 1151.5

4117.5

231

1354

231

5334.5

Balcony Type 03 & 04 - Roof Plan 1 : 50

Levolux 70x20mm extruded aluminium handrail with secret fix detail.

Balcony Type 08 - Roof Plan 1 : 50

03

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.

1382.5

1151.5

L

4117.5

5334.5

231

M 428.5

3822.5

328.5

1354

352.5

4951

262

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

P

Balcony Type 01 - Floor Plan 1 : 50

01

Refer to Juliet balcony details.

Levolux PPC Aluminium folded fascia & soffit.

03

02

Balcony Type 08 - Floor Plan 1 : 50

Downpipe.

PPC Aluminium fascia to internal faces.

Balcony Type 05 & 06 - 3D Diagram NTS

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

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

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

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

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.

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

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

Downpipe.

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

THRESHOLD NOTES AS DETAIL EPF11.

FLOOR NOTES AS DETAIL EPF1.

LEVEL-ACCESS THRESHOLD

02- Second Floor

P02

40

185325

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

01/09/20 JTM ISSUED FOR TENDER

25

65

1382.5

231

02

Type 07 - Corner Balcony - Front Elevation 1 : 50

M

231

02

Balcony Type 05 & 06 - Front Elevation 1 : 50

P01

Rev Date

By

Remarks

Client:

Onward Homes cb

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 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.

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

G

H

J

09

K

03 High Parapet

03 High Parapet 190575

08

07

06

Balcony Types 03 to 08 - Details Drawing Purpose:

PRELIMINARY

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

PPC aluminium folded fascia & soffit.

Ceiling +2400mm

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

Balcony Type 05-07 Section Detail 1 : 10

EPF23

Project

Origin Vol/Sys Level Type Role

Project Number:

TRI dwg no:

18-016

Scale @ A1

Drawn

S0

As indicated

JPS

AJD

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

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.

M

L

K

J

36 36

37 37

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

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

137 215

188550

+3800mm from 2nd floor FFL

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) 188550

1045

B

J

1837.5

122.5

19

17 542.5

16

3225

Smoke Shaft

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

14

11

1379.5

10

10 0

8 2750

6

1995.5

1120

7

5 4

Lift 2 - GA plan - Ground Floor

1

1427

1100

J

11

K

142.5

10 9 1427

250

2250

7

300 mm Min

122.5

6 5

1850

1200

4

Lift Shaft 2

3

A

250

2

1 169

1930

370

A

-01 Lower Ground Block A

07

Lift Shaft 2 - Section AA

Lift Shaft 2 - Section BB

1 : 50

08

542.5

Service riser

-01 Lower Ground Block A

174900

174900

Lift Lobby

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

06

1 : 50

07

11

8

92.5

1837.5

280

08 1125

175650

1125

-01 Lower Ground Block B

175650

72.5

09

13 12

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

1687.5

3150

3150

H

G

Stair to be underscored as Note 1.

13 12

B

-01 Lower Ground Block B

15 14

15 14

F

178275

17 16

16

E

Stair 01 GF landing

18

17

C

Detail 02

Detail 01

20 19

18

LIFT DETAILS: Opening - 900mm Width 4 stops 2 car entrances 3150

2733

1 : 50

SMOKE SHAFT

+178.275

19

3300 mm FFL to FFL

178800

250

20

Stair 01 GF landing 178275 Cafe Ground Floor 178200

2600

178800

2

Café Refuse & Egress 178575

166.5

B

1100

00- Ground floor

1100

178800

2180

2180 00- Ground floor

3

00- Ground floor

3300

3300

05

Lift door opening

182100

9

1500

LIFT SHAFT

CORRIDOR

01- First Floor

12

C 01- First Floor 182100

Stair to be underscored as Note 1.

15 Lift Lobby

13

Lift door opening 01- First Floor 182100

23 22 21 20 19 18 17 16 15 14 13

20

06

2180

2180

Service Riser

250

23 22 21

A

07

14575

2500

182100

18

1930

SMOKE SHAFT

3225

M

01- First Floor

280 Lift Shaft 2

1200

A

CORRIDOR

L

K

92.5

370

185325

142.5

1850

185325

H

1250

2180 02- Second Floor

1045

02- Second Floor

72.5

08

Lift door opening

06

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:

1829.5

G

3225

3800

3800 2180

CORRIDOR

Lift door opening

CHECK ALL DIMENSIONS ON SITE.

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

CHECK ALL DIMENSIONS ON SITE.

C 3225

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.

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

REPORT ERRORS & OMISSIONS TO ARCHITECT.

1687.5

50

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

3900 mm FFL to FFL

6 03- Third Floor (Roof)

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

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

1100

992

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

Sept. 2020

ARCHITECTS

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 THE AUTHOR OF THIS DESIGN.

+189.262

P02

Checked Date

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.

min. +110mm to accomodate lifting eye

Revision

A_22_22

Status

c TRIANGLE ARCHITECTS LIMITED

05

Number

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

TRIANGLE

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

Drawing Name:

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

TRI no. Dwg no.

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.

Extra Care Housing, Hattersley

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

1 : 20

1 : 20

Vent riser

09

M

C

00- Ground floor

K

L

J

G

H

178800

910 S.O.

05

Note 1.

36

B

-01 Lower Ground Block B

1 : 50

175650

10

9

1500 landing

8

7

6

5

4

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.

SMOKE SHAFT

2750 risers

Min 1050mm between handrails

420

1100

• 300 mm min

Slab edge

Lift 2 - GA plan - Lower Ground Floor

11

Min 1100mm between railings

2180

12

1200 SW

04

1225 landing

2500 risers

250

13

1 : 50

-01 Lower Ground Block B 175650

WATERPROOF CONCRETE

Visqueen cavity drain membrane protection and drainage layer

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

150mm below floor insulation.

100mm blockwork laid on edge.

Blockwork to SE specification

215

140

300

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

23

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

1200 SW

N

Rev Date

By

9

8

1777

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

Angle fillet

Mortar fillet WATERPROOF CONCRETE

Lift Shaft 2 - Detail 02 1 : 10

Project

L

INFORMATION

Project Number:

18-016 Scale @ A1 As indicated

J

H

G

A_22_402

Stair Core 01 - LG Floor Plan 1 : 20

P05

Checked Date

JTM AJD

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: Drawn

K

Number

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

-

Origin Vol/Sys Level Type Role

Status

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

TRI no. CDE no.

Hydrophilic strips between lift pit walls and footing

P02

37

Drawing Name:

Drawing Purpose:

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

STAIR CORE 01

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

Client:

LIFT SHAFT BASE

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.

36

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.

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

1 : 20

10

Mortar infill to min 300mm above Lift shaft base.

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

1 : 10

22

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.

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

Visqueen gas resistant self adhesive membrane on Visqueen primer

Granular backfill discharging via land drain.

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

Granular backfill discharging via land drain.

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

Lift Shaft 2 - Detail 01

21

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.

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.

WATERPROOF CONCRETE

20

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

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

WATERPROOF CONCRETE

19

1200 SW

175650

18

420

LIFT 2 (8 PERSON)

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

-01 Lower Ground Block B

17

1200 SW

LIFT SHAFT

Min 1100mm between railings

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

GROUND FLOOR DETAIL NOTES AS DETAIL GF5.

16

J

LIFT LOBBY

Min 1100mm between railings

H

15

37

07

G

14

160

Lift Shaft 2 - Section CC (lower Ground floor)

Slab edge

landing

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

18-016

G_32_01

B5

As indicated

JM

P02

AJD

01/04/22

­ ­

­­

­

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 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

Passenger i& isupply ipier. i i iMitsubishi miners, iworkers iand itheir ifamilies iarrived 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 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 icoal 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

Coal imining isequence

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

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

i

i

i

i

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

Damaniya- UNIT 13 | 24

sinking ia i199 i- imeter

i

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

i i i

Nophill Damaniya- UNIT 13 | 24

aching ito i1000 im ibelow

sea ilevel. i i iHashima iwas iproducing iabout i150, i000 itons 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

FREEMIUM iISLAND Merging iBarcelona iwith iFreemium iIsland

FREEMIUM iISLAND

FREEMIUM iISLAND

Working idrawings

Working idrawings

Nophill Damaniya- UNIT 13 | 36

FREEMIUM iISLAND

FREEMIUM iISLAND

Working idrawings

Working idrawings

Nophill Damaniya- UNIT 13 | 38

Nophill Damaniya- UNIT 13 | 42

Nophill Damaniya- UNIT 13 | 41

02 - SIte and Design development

Nophill Damaniya- UNIT 13 | 40

Nophill Damaniya- UNIT 13 | 48

Nophill Damaniya- UNIT 13 | 49

SECTION i3

Nophill Damaniya- UNIT 13 | 50

02 - Freemium Island - final design renders

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

Adj 1:25

48

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

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

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

01

01 - Vapour ba

01

02 - UT UnitWall mullion

02 - Rigid foam

03 - Exterior cladding

03 - Exterior cla

04 - Rigid foam insulation

04 - Tongue an 03

05 - Vapour barrier

05 - Sub floor

06 - Custom steel angle support assembly 11

06 - Radiant flo 02

07 - HVAC Ventilation 10

09

08

07 - Sub floor

08 - Subfloor

08 - Raised floo

09 - Radiant flooring assembly

09 - Steel angle

10 - Subfloor

10 - Sloped rigi

11 - Tongue and Groove flooring

11 - Brake meta

02

04

07

05

05

06 07 03 04

11

06 09

08

10

68

PRELIMINARY

PR

FIRST

3

3

A

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