Magdalena Lach_Portfolio 2018 by Magdalena Lach-Ciezkowicz

MAGDALENA LACH MArch Thesis, AA School

PORTFOLIO 2018

MAGDALENA LACH PORTFOLIO 2018

Loughbrough Junction, PRP

London Road, Wembley, PRP

Holz 100 Hotel & SPA, Studio EL

Helsinki Central Library, Studio EL

Contents 1. Talent Environment, Birmingham MArch Thesis AA School of Architecture

2. Loughborough Junction, London Concept Design, Design Development Teamwork: PRP, London

3. Redbridge Scape Framework Sites, London Planning Application, Working Drawings Teamwork: PRP, London

4. Bollo Lane, Ealing, London Planning Application, Working Drawings Teamwork: PRP, London

5. Holz 100 Hotel, Piwniczna Zdrรณj, Obidza, Poland Private work Teamwork: Studio EL, Wroclaw

6. London Road, Wembley Concept Design towards Planning Teamwork: PRP, London

7. Helsinki Central Library Competition Entry Teamwork: Studio EL, Wroclaw

1. Talent Environment, Birmingham M.Arch Thesis Housing and Urbanism Programme, AA School of Architecture Individual work. Tutors: Lawrence Barth and Anna Shapiro Knowledge and cultural city models are becoming the strategies for the urban transformations of cities. However, these models often do not clarify how we might gain long-term values through that processes and how these models might support the emergence of liveable environments that would retain and attract new talents. Today, there is a trend that people start to look again at the idea of the living in the city centre. However, this is getting more and more unaffordable in London because of the high developmental pressure. What Birmingham can offer differently is an opportunity for the affordable living just in the city centre rich with resources. The Big City Plan distinguishes Digbeth as an area with a significant creative vocation into which the city living will expand. The existing creative industries start to make the area the trendiest place for affordable working environment. Moreover, the proximity to the city centre and the network of local businesses make it possible to think of this area as particularly attractive for living environment. However, there is a risk that the market-driven approaches might eliminate the local values. The main goal of the thesis was to go beyond the vision of the Big City Plan. Define how housing and creative industry might work together in order to promote values, diversity and rich intensification within Digbeth. How architecture as urbanism can drive change and create new living opportunities in the central city environment.

1. Minimal intervention of the facade, White Building, Hackney Wick, London 4

2. The network of synergies between local creative industries and housing. The integration of Digbeth district with the city centre. 5

3. Digbeth urban structure in 20 years time defined by the Big City

Aston University Campus ThinkTank Muzeum

Planned Curzon HS2 Station

Fazeley Studios Bullring Shopping Centre

Custard Factory

4. Network of existing creative businesses in Digbeth. 6

5. Location of Digbeth in relation to the city centre.

6. The relationship between housing and cultural institution within industrial fabric.

7. Diagram of the explored typologies and their differentiated orintation.

8. Diagram illustrates the micro mobility system that permeates through differentiated spaces.

9. Differentiation and hierarchy in the mobility system. 7

10. The orientation and spatial relationships between explored housing typologies.

11. Double L typology and the richness of communal facilities on the ground level.

12. L - shaped building with the external gallery oriented towards the sun.

13. The courtyard type building with the internal gallery acting as a collective space.

14. The walking route acts as an interface between residents and local artists enhancing the creative value of the area. 10

15. The axonometric projection illustrating the nature of spaces on the ground level. 11

2. Loughbrough Junction, London Concept design , Design development PRP, London Design elaborated by a team of 4 people. 3D model, section and plans by author.

Client: Peabody Housing Association, Lambeth Council This project includes the re-development of the Higgs Industrial estate site the other side of Coldharbour Lane from Loughborough Junction station. The proposal went on show for local people and businesses at the start of March 2018. It includes about 130 homes and commercial space in a mixed development. According to the Peabody housing association, the plans will also include improvements to the public realm with open access to railway arches and a courtyard for residents. The new scheme has fewer homes and buildings would range in height from five to eight storeys. It also has more than 3,500 square metres of office and light industrial units.

Existing condition.

Taller element

1. Architectural Context Anlysis - Materiality. 12

Stepping of the tower

Concept for the tower

4. Street view from Coldharbour Lane.

View toward the City of London

2 Typical 1B2P flat layout.

Stepping of the building mass

Exploration of the top of the tower

3. Typical 3B5P flat layout.

Bay study

Two elements

5. Elevation Bay Study. 13

1 6121

The contractor is responsible for checking dimensions, tolerances and references. Any discrepancy to be verified with the Architect before proceeding with the works. Where an item is covered by drawings to different scales the larger scale drawing is to be worked to.

6121

440

6121

6123 440

8 440

Do not scale drawing. Figured dimensions to be worked to in all cases.

6121

CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in conjunction with the Designer's Hazard and Environment Assessment Record

1 6121

All intellectual property rights reserved.

8 6121

EXTERNAL Line of front fascia of balcony. Refer to Sheet 6151

Top of Fusion Roof 61272

BALCONY

1650

EXTERNAL

Line of balustrade to balcony. Refer to Sheet 6151

2.01

Top of Fusion Roof 61272

0mm

Top of Fusion Roof 61272

500mm

1000mm

1500mm

2.66

3. Redbridge Scape Framework Sites, London

Note:

2.07

PRP, London

332.5

Planning Application, Working Drawings Package

Levels as Civil Engineer's drawings. All foundations as S/E details. Shown indicatively only. Roof insulation shown indicatively only. Refer to supplier's insulation scheme for thicknesses.

•

WALL TYPE 5.1

• •

200

150

2.54

2.66

2.01

2.54

INTERNAL

EXTERNAL

Design elaborated by a team of 3 people. CGIs elaborated by team. 3D model, diagrams, 2D drawings and details done by author.

BALCONY

347.5

Dwelling

2410

2500

2410

Dwelling

2500

2410

Dwelling

2500

WALL TYPE 1.1/ 4.1

Client: Willmott Partnership Homes and LB Redbridge Wall Type 5.1 junction with Brick Wall Extension

Brick Column Type 1

This project includes five sites of varying scales across the London Borough of Redbridge. It aims to produce high quality affordable family housing within difficult infill sites whilst enhancing the immediate environment through the public realm. I took part in the design of these sites from the initial viability stage and I have been involved in the production of the information for the planning applications through to the completion of RIBA work stage 4. 1 : 10

1 : 10

Communal Stair Core

3 6151

2 6112

Second Floor FFL 58300

350

6111

590

The contractor is responsible for checking dimensions, tolerances and reference EXTERNAL Any discrepancy to be verified with the Architect before proceeding with the work Where an item is covered by drawings to different scales the larger scale drawin is to be worked to.

150

590

350 150

Second Floor FFL 58300

350

Second Floor FFL 58300

For window jamb detail refer to Drawing 2 on Sheet 6161

Do not drawing. Figured dimensions to be worked to in all cases. Line of front fascia of scale balcony. Refer to Sheet 6151 CDM REGULATIONS 2015. All current drawings and specifications for the

2.66

1010085

2.66

2.02

30 347.5

WALL TYPE 1.1/ 4.1

8450

For window jamb detail refer to Drawing 1 on Sheet 6161

2.22

81 x 32 sw frame

332.5

2.10

INTERNAL

12.5mm plasterboard

12.5

32x12mm planted stop (screw fixed when door is fire resising)

22 12

19 3

2.22

INTERNAL

3mm skim

300

12.5mm plasterboard

WALL TYPE PW 1.1 15

The contractor is responsible for checking dimensions, tolerances and references. The contractor is r Any discrepancy to be verified with the Architect before proceeding with the works. Any discrepancy to Where an item is covered by drawings to different scales the larger scale drawing Where an item is is to be worked to. is to be worked to.

3mm skim

Communal Stair Core

460

1 : 10

Do not scale draw

CDM REGULATIONS 2015. All current drawings and specifications for the CDM REGULATIO project must be read in conjunction with the Designer's Hazard and Environment project must be re Assessment Record Assessment Reco

Frame width

150 65

Do not scale drawing. Figured dimensions to be worked to in all cases.

3. 50mm brick wall junction with cladding, Window and 5 50mm brick wall junction with cladding, Window and Wall Type 1.1 6 partition wall

350

2. Internal door plan detail.

150

460 65

12.5 3

6111

First Floor FFL 55300

65 350

Dwelling Hallway

Refer to GA's for SO

6111

150

BALCONY

15mm dabs

First Floor FFL 55300

INTERNAL

Dwelling - Hab Room / Hallway

7 First Floor FFL 55300

All intellectual property rights reserved.

100

6 6151

WALL TYPE 5.1

2.02

12.5

Dwelling - Hab Room

2.11

44 x 19 architrave

1 6151

WALL TYPE 1.1/ 4.1

44 x 19 architrave

Intumescent seal if door is FD rated

32 19

2 19

2500

Door width

Dwelling

EXTERNAL

WALL TYPE 1.1/ 4.1

Frame width

2410

FFL to FFL 3000 2410

Dwelling

2500

FFL to FFL 3000 2410

Dwelling

2500

FFL to FFL 3000

Timber stud packer

Refer to GA's for SO

2.01

Plywood packer. Note When FD rated, all gaps to be filled with intumescent material

project must be read in conjunction with the Designer's Hazard and Environment Assessment Record

All intellectual property rights reserved. Line of balustrade to balcony. Refer to Sheet 6151

1 6151

All intellectual prop

50 mm Brick Wall junction with Wall Recess and Window

1 : 10

Door set as per manufacturers details (TBC)

Jamb Detail A - Wall Type IW1

Electrical and Mechanical Key:

1:2

Electrical an

Double Switched Socket Outlet (DSSO) USB

Doubl USB

DSSO withUSB

DSSO

750

2755

Flat Type 3 M & E

1 : 50

750

100

750

Heat D

Carbo

15 3 12.5

Pelme S

Shaver Socket

Shave

Bulkhead light fitting

Bulkhe

Consumer Unit

Consu

700

Non Switched fused spur for towel 1100 rail (high level) 2300

Non S

Non switched fused spur1100for though floor lift

Non s

700

1300 700

2300

700

1300

Storage

5 amp single gang light switch ø 1500

2.1 m²

5 amp 2

5 amp single gang 2way light switch

Date 09/01/17

Scale @ A1 1 : 20 1371.4

1 : 50

450

5 amp

1371.4

5 amp two gang light switch

5 amp

3007.5

750

1737.8

1737.8 EQ

800

8021

Checked SM

Planning / Bui Date Clear 05/12/17 Scale @ A1>300mm 1:2 activity zones

clea

required by AD Part M4(2) EQ

Twin Bedroom

14.9 m²

750

4) Dra Consu ER's. Design 5) For bathro

REV -

600

Planning / Building Control Key: clear opening width >850mm >150mm

Dwn Ck 3) Dra

3007.5

600

Drawn >300mmML

NOTE 1) Ref setting 2) ALL

MAS SM Specia

Kilburn Square WD's

Building Control

5 amp

NOTES: 1) Refer to Kitchen Drawings for requirements and setting out of ALL electrical items. 2) ALL kitchen requirements to be confirmed by First Issue and M&E Consultant. Specialist Designer Rev 3)Date Drawing Description for setting out purposes/principles only. 4) Drawing MUST be read in conjunction with M&E Consultant's drawings and specifications AND Client ER's. Any discrepancies are to be brough to attnetion of Design Team prior to installation on site. 5) For setting out Plan of shaver sockets/lights in all 1 Internal Door Details - Sheet bathrooms refer to bathroom drawings.

300

800

Smoke

Checked SM

Flat Type 3 Planning / Building Control Flat Type 3 Planning / Building Control

EQ 750

Carbon Dioxide Detector

3 AA6275C-6000

Doorb S

5 amp multi-gang light switch (n=number of gangs)

1:2

750

Heat Detector

3 AA6275C-6000

Jamb Detail C - Wall Type PW2

1:2

1100 1100

ø 1500

EQ EQ

Jamb Detail B - Wall Type IW2

Smoke Detector

2.1 m²

EQ EQ

6 AA6275C-6000

1 : 50

300

400

Doorb

15.0 m²

Pelmet light

prp-co.uk London 020 7653 1200

EQ 400

Double Bedroom

Doorbell Chime

1150.8

Drawn CP

1 : 20

4. Typical 2B4P fat layout.

750 Doorbell (external)

750

CL of BED

1200

Storage

950.1

Height Rod 4

Video/

750

Flat Type 3 M & E

750

Flat Type 3 Furniture

Therm

Video/Audio entry phone

For Construction

For external details refer to external 6 works drawings AA6275C-6000

D01

Dwn Ckd

H499-PRP-Z1-J-XX-HR-4200 REV B Communal Hallway

1200

350 EQ

Double Bedroom

750

EQ EQ

1150.8

Flat Entrance Door

6101 950.1

750

2755

CL of BED

6101

Wall m

Thermostat

300 EQ

Flat Type 3 Furniture

1 : 20

7 AA6275C-6000

14 AA6275C-6000

EQ EQ

Ceiling

600

For external details refer to external D01 works drawings

Height Rod 3

Description

350

1250

2000

1250

1300

EQ 1835 300

(ensure 100mm to left of window jamb in Kielder Close)

S 14 AA6275C-6000

1. Section through elevation.

750

1645.5

1800

1645.5

450

350

50 450 EQ

450 EQ

EQ EQ

(ensure 100mm to left of window jamb in Kielder Close)

1835 2000

12.5 3

14 AA6275C-6000

13.4 m²

(ensure 100mm to left of window jamb in Kielder Close)

12.5 9 50

90 x 32 sw frame

44 1 11

750

Height Rods Sheet 1

Dwelling Hallway

7 AA6275C-6000

Teleph

Wall mounted External Light

Twin Bedroom

15.0 m²

4 AA6275C-6000

44 x 19 architrave

D06

Ground Floor FFL 52300

D02

Not sw level)

Telephone point

Drawing Number Changed. MA Detail references added. ML/SM EQ First Issue

14 AA6275C-6000

8 6101

1 : 20

D06 D02

14 AA6275C-6000

Fused FA

600

Block J, Marlyon Road, Redbridge

7 AA6275C-6000

9mm Ply packer

32x12mm planted stop (screw fixed when door is fire resising)

D03

Rev Date

AA6275C-6000

7 AA6275C-6000

14 AA6275C-6000

Dwelling - Kitchen / Bathroom

D05

05.05.17 27.04.17

12.5mm plasterboard 4

door is FD rated

Height Rod 2

Fused

2787

Not switched fused spur for future security alarm (high level)

600

B A -

3mmEQskim

Ceiling Pendant Light

Intumescent Ground Floor FFL 52300seal if

D03

2830

600

13.4 m²

1 : 20

D04

D05

D04 3

44 x 19 architrave

100

8 6101

Height Rod 1

2787

3 AA6275C-6000

Note - 9mm ply on bathroom/ wc/ kitchen side of wall

Door width

For external details refer to external works drawings

1800 EQ

450

100

Frame width

For external details refer to external works drawings

3 AA6275C-6000

2410

Timber stud packer

Refer to GA's for SO

Ground Floor FFL 52300

Plywood packer. Note When FD rated, all gaps to be filled with intumescent material

Ground Floor FFL 52300

2830

Twin Bedroom

2500

Dwelling

6101

350

FFL to FFL 3000 2410

2500

FFL to FFL 3000 2410

2500

Dwelling

USB

Dwelling

TV an

Fused Switch Spur Fused Spur

USB

FFL to FFL 3000

170

425

TV and DAB Radio Outlet

prp-co.uk London 020 7653 1200

*applies to all doors to habitable rooms in project

is tothe beArchitect worked to. Any discrepancy to be verified with before proceeding with the works. Where an item is covered by drawings to different scales the larger scale drawing Do not scale drawing. Figured dimensions to be worked to in all cases. is to be worked to. CDM REGULATIONS 2015. All current drawings and specifications for the Do not scale drawing. Figured dimensions to be be read worked to in all cases. project must in conjunction with the Designer's Hazard and Environment Assessment Record CDM REGULATIONS 2015. All current drawings and specifications for the Note -

347.5

377.5

1 : 100 WALL TYPE 1.2/ 2.2/ 3.2/ 4.2

For House Block internal wall to floor junctions and internal wall to head junctions (Fusion Floor Type 2.1) -

loor junctions and sion Floor Type 2.1) -

• •

2.02

board 28 layer ard is at FFL level as series 4200 - 4205) acoustic sealant sterboard to extend

• •

2.02

•

5.10

5.04

5.05

FFL + 3.0 m above FFL below

2.07

FLOOR TYPE 1.2/ 1.3/ 1.4/ 1.5/ 2.1

5.03

For external details refer to external works drawings

2.02

Note - coursing block as required

2.01 2.16

Void varies

2.02

Soldier Course Brick Type 22.20

Facing brick rated F2/S2 - SE to 50 confirm suitability for below ground use

2.10

Note - coursing block as required

Soldier Course Brick Type 1

2.16

Facing brick rated F2/S2 - SE to confirm suitability for below ground use

2.20

2.04 2.28

1.02

2.28

2.05

2.01

1.01

2.30

2.39

2.28 2.67

2.67

2.05

2.65

5.06

2.05

2.68 2.65

2.68

2.13

2.64

EW1.2 2.13

5.10

EW2.1

W11

EW2.1

W11 225

W11

450

225

2560

W01

EW2.1

Flue

2560

450

225

Flue

EW5.1

W01

EW2.1

EW5.1

W11

ED2

W11

450

225

Flue

W01

EW2.1

W11 225

•

EW2.1

W11

225

• All membranes shown are indicative only, refer to EW1.2 manufacturer's details for full membrane references and lapping details. All membranes shown areRefer indicative only, refer • to S/E spec for to blockwork density and manufacturer's details for windpost full membrane requirements. EW2.1 EW2.1 references and lapping details. • All footings, piles and pile caps EW2.1 are shown EW2.1 • Refer to S/E spec for blockwork density andRefer to S/E drawings for details. indicatively only. windpost requirements. • For wall type locations refer to GA/ Elevation All footings, piles and W11 pile drawings caps are for shown W11• each block. W11 W11 indicatively only. Refer to S/E drawings forrefer details. • For actual FFLs to height rod drawings for 450 225 • For225 wall type locations refer to GA/ Elevation 450 each specific block/ house. 225 225 drawings for each• block. Height of batten behind lintels dependant on lintel Flue • For actual FFLs refer to height for Flue size, rod referdrawings to manufacturers literature each specific block/ house. • Height of batten behind lintels dependant on lintel Keynote Text size, refer to manufacturers literature W01 2.01 colours EW2.1Facing Brickwork; Refer to elevations/ GAs for brick W01 EW2.1 2.02 Wall ties to SE details + setting out 2.04 Weep hole and cavity tray EW5.1 EW5.1 W11 2.07 Proprietary cavity closer to suit cavity size, installed to W11 manufacturers instructions. To provide 30mins fire resistance if + 80mm Cavity cavity is not closed by timber frame min 38mm thick or steel min Keynote 0.5mm thick.Text 1.01 Periscope ventilator to underside 2.10 Timber batten of beam and block floor void. For vent locations for each block refer to 2.13 3mm skim BWIC drawings 2.14 Galvanized fixing strap as required by window manufacturer 1.02 RC lintels over airbrick to SE design where floor beam 2.16leaf Cavity tray above lintel. bears on inner 2.17blockwork Brick Type 1 banding 1.03 Below ground to SE details detail. Brick laid on end and to be installed with a fall of approximately 1 to 2 degrees. Bricklayer to ensure 2.01 Facing Brickwork; Refer to elevations/ GAs for brick that all brick banding still aligns with adjacent coursing. colours 2.18 Cladding rail and bracket to cladding manufacturer's instructions 2.02 Wall ties to SE details + setting out Horizontal 2.04 Weep hole2.19 and cavity tray timber battens or 'Top Hat' to cladding manufacturer's instructions and capacity TBC by FBS 2.05 Open perpend weep holes at 900mm max crs to drain 2.20wall Frame lintel to SE spec. base of cavity 2.22 Fire in cavity to be Rockwool SP 'Firestop slab' cavity 2.06 60mm Kingspan K108Stops insulation barrier or similar approved to provide 60min fire resistance for Note 2.07 Proprietary cavityboth closer to suitand cavity size, installed to integrity insulation criteria. Along compartment wall line, allow for manufacturers instructions. To provide 30mins • fire Fire stop (mineral wool) above Flexible acoustic sealant underlay, between battens resistance 2.28 if cavity is not intumescent/ closed by timber frame min • Fire stop (mineral wool) below Perforated profile to act as bird and insect mesh. Perforations as underlay, above line of party wall 38mm thick2.29 or steel min 0.5mm thick. to seal fire compartment line per cladding manufacturers literature to ensure ventilation 2.11 Mastic air seal. Colour to match windows 6.01 Refer to diagrams 1 and 2 requirement is maintained 2.14 Galvanized fixing strap as required by window 6.17 6.13 2.30 Pistol brick above lintel 6.05 manufacturer Dashed line to indicate highest level of gutter (in 2.46 Timber packer, as required 2.23 Precast concrete kerbstone with 1:60 min fall away background) 2.64 15mm Gyproc Wallboard from window/door 6.06 2.65 15mm Gyproc Fireline 2.68 2.39 Open perpend weepholes @900mm centres to drain6.02 6.16 2.67 Compressible seal, to manufacturers recomendation, colour: To underlfoor void 6.15 6.15 2.67 6.03 match frame 2.40 S/Steel edge shutter angle drilled and plugged to 6.16 6.14 2.68 PU expanding foam in void blockwork below as deemed necessary with by 2.02 Contractor 2.69 on site. Ensure packed level withlaid on end 2.17 Brick Typeshutter 1 banding detail. Brick plastic shims where required. to inside 6.15 5.01 Skirting boardS/steel shownmesh inidcatively only 2.07 6.14 by S/E. edge to prevent cracking. Size of steel tbc 79.9 5.03 Flexible acoustic sealant below plasterboard with resiliant flanking 2.24 2.24 2.22 2.43 30mm thick upstand rigid skirting insulation stripof below 6.06 5.01 Skirting board inidcatively 2.02 6.20 6.19 2.02 5.04shown Softwood or MDFonly window board, to project 30mm beyond face of 5.03 Flexible acousticplaster sealantfinish belowand plasterboard with each jamb. 6mm pencil round to 50mm beyond 2.01 resiliant flanking exposed strip below skirting arises. 2.10 7.01 Linear slot 5.05 drainage channel system suppported by Yelofon FS50 flanking angle installed at perimeter and turned Slope 5° concrete haunchunder skirting board 2.16 6.12 The contractor is responsible for checking dimensions, tolerances and references. Any discrepancy to be verified with the Architect before proceeding with the works. Note: 2.01 8.01 uPVC cill with straps where required, installedor mastic, colour to matchWhere an item is covered by drawings to different scales the larger scale drawing 2.20 5.06support Continuous internal flexible caulking is to be worked to. in accordance with manufacturers adjacent 2.07 • Allinstructions. external wall dimensions are taken from Do not scale drawing. Figured dimensions to be worked to in all cases. Including end pieces. Colour internal to match windows. finish flexible face, i.e.caulking edge of brickwork. CDM REGULATIONS 2015. All current drawings and specifications for the 5.10 Continuous or mastic to all frame

2.14

All footings indicative only. Strictly to SE deisgn.

2560

EW2.1

EW2.2

General Notes:

5.10

2.14

All footings indicative only. Strictly to SE deisgn.

EW5.1

W11

ED2

W11

ED2

unction Detail - Brick + 80mm Cavity

Floor Junction Detail - Brick + Windows + 50mm Cavity Floor Junction Detail - Brick + Windows 3 Typical 4 Typical 1 : 10 1 : 10 ick + 50mm Cavity + Vent Typical Ground Floor Detail - Brick + 80mm Cavity Typical Ground Floor Detail - Brick + 80mm Cavity + Vent 3 4 1 : 10 1 : 10 5. Front elevation.

25.00

2.16 6.06

2.20

Facing brick rated F2/S2 -

2.28 SE to confirm suitability for

2.04

below ground use 2.28 Note - Rafter and bottom chord dims tbc 2.05 by truss 5.06 manufacturer

2.30

6.09

6.03

2.16 2.20

2.02

Refer to diagrams 1 and 2

2.07

Facing brick rated F2/S2 SE to confirm suitability for below ground use

6.03 2.28

2.39 6.10

2.28

2.04 2.30 2.67

2.05

1.03

6.07

2.10

6.02 6.05

Note - coursing block as required

2.06

2.25

2.65 2.64

2.01 6.07

6.08

2.13

2.25 All footings indicative only. Strictly to SE deisgn. 2.07

Facing brick rated F2/S2 - SE to confirm suitability for below ground use

2.28

2.04

perimeters, colour to match frame Assessment Record • Dimensions for setting out of doors and All intellectual property rights reserved. 8.01 uPVC cill with support whereopening required, installed in windowsstraps are structural sizes. accordance with manufacturers instructions. Including end pieces. • All internal dimensions to structure/ inside Colour to match windows.

2.28

2.10

5.06

2.29

Note - Rafter and2.19 bottom chord dims tbc by truss manufacturer 2.18

6.11

5.10

2.10

First Issue

Rev Date

Description

2.02 2.01

05.05.17

•

prp-co.uk London 020 7653 1200

High performance DPM, guage to meet NHBC requirements. All joints to be taped and lapped as per manufacturer's instructions Visqeen (or similar approved) protect and drain membrane with granular backfill

General Notes:

6.18

Dwn Ckd

Note Refer to dwg 6111 detail 4 for typical window head detail

2.10

•

All membranes shown are indicative only, refer to manufacturer's details for full membrane references and lapping details. Refer to S/E spec for blockwork density and windpost requirements. All footings, piles and pile caps are shown indicatively only. Refer to S/E drawings for details. For wall type locations refer to GA/ Elevation drawings for each block. For actual FFLs refer to height rod drawings for each specific block/ house. Height of batten behind lintels dependant on lintel size, refer to manufacturers literature

•

8. Typical Eaves Detail - Houses Front Elevation at Outlet Blue dimensions denote key setting

out dimensions for flats layouts. All REV D H499-PRP-ZZ-X-XX-DE-6111 blue dimensions are structure to

•

11.• Street view towards green amenity space. •

structure. H499-PRP-ZZ-X-XX-DE-6101 For Comments REV C

For Comments

Date 16/12/16

Roof membrane; IKO Ultra PrevENt T-O waterproof membrane. All layers strictly in accordance with manufacturers requirements and recommendations contained within the specification

each unit.1 Fusion Ground Floor Details - Sheet

•

Hatched area denotes kitchen

Drawn CP

Checked SM

Breather membrane

6.11

Dwn Ckd

XXX

Drawn ML

EPDM Seal - installed to manufacturer's instructions

Redbridge Sites WDs • Refer to Unit Type Plans for-allSheet private 1 Fusion Floor Junction Details

7. Typical Floor Junction Detail - Brick + Banding + Cladding

Block E, Marlyon Road, Redbrid Elevations

Visqueen (or similar) high performance DPC installed to manufacturer's recommendations

entrance door types AND door types within

6. Typical Ground Floor Detail - Door Threshold + 80mm Cavity

Description

1 : 100

Visqueen (or similar) Gas membrane system - products as specified by manufacturer, joints to be lapped and sealed with DPC in accordance with manufacturer's instructions

6.09

• For joining of wall types refer to standard Redbridge Sites WDs details. GAs for setting out purposes only.

332.5 WALL TYPE 5.1

Rev Date

Vapour Control Layer, installed to manufacturer's instructions

2.10

Drawing Number Changed. MA

Location of SVPs/ SSs and AAVs shown

05.04.17 20.02.17

Elevation BB

Waterproofing Key:

6.08

C 25.04.2017 Notes added. General amendments. CL/SM Note - Rafter and bottom for coordination purposes only.6.06 Refer to 05.05.17 Drawing Number Changed. MA B 17.03.2017 Fire stops clarified. General minor amendments. CP/SM 6.14 chord dims tbc by truss Note M&E Consultant's drawings manufacturer 17.03.2017 Structural topping extended below fusionAmended wall panel, A 24.02.2017 to membranes WPH comments, as clouded for confirmation Refer to dwg amended to suit. Perforated stormwater pipe with ofgranular routes.back fill First Issue 6111 detail 4 and geotextile layer added to perimeter details. CP/SM for typical Rev Date A window 24.02.2017 as cloudedDescription head detail Amended to WPH comments, • Movement joint sizes to SE spec.

B A

H499-PRP-Z1-E-XX-EL-4100

C B

6.14

All footings indicative only. Strictly to SE deisgn.

2.10 2.14

6.11 6.06

Drawing number changed. CP/SM Window type W01 and W04 changed for window type W14 as clouded to meet requirements of planning co ML/SM DPC line added to elevations. ML/SM Extracts and movement joints added. Issued for cons ML/SM First Issue

2.01

face of plasterboard.

6.08

05.05.17 26.04.17

For Construction

project must be read in conjunction with the Designer's Hazard and Environment

2.30

2.05 1.03

All intellectual property rights reserved.

min 150mm

2.02

2.68 Note - Rafter and bottom chord dims tbc by truss manufacturer

6.09

2.07

2.02

6.09

82.5

2.10

6.10

6.12

2.39

5.06 6.11

D C

Do not scale drawing. Figured dimensions to be worked to in all cases. CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in conjunction with the Designer's Hazard and Environment Assessment Record

7.01 to diagrams 1 and 2 Refer Note Red dashed line inidcates cavity barrier (50mm wire reinforced mineral wool blanket) cut to seal eaves space, nailed to rafter

For external details refer to external works drawings

6.06

40.0 0

2.01

6.15

6.14

min 150mm

6.04 2.02 6.12

2.06

6.08

6.06

2.22

30.00°

97.5

2.02

8.01 6.01

210

2.10

Note Along compartment wall line, allow for • Fire stop (mineral wool) above For external details refer battens to underlay, between works drawings • external Fire stop (mineral wool) below underlay, above line of party wall to seal fire compartment line

Refer to diagrams 1 and 2 6.01

2.11

40.0 0

6.05

6.16

6.14

526

6.02

6.03

5.05 85

2.17

2.23

1:60 Fall

2.07

360

6.04

FFL FLOOR TYPE 1.2/ 1.3/ 1.4/ 1.5/ 2.1

For external details refer to external works drawings

Note - coursing block as required

FLOOR TYPE 1.1

Note Red dashed line inidcates cavity 2.22barrier (50mm wire reinforced mineral wool blanket) cut to seal eaves space, nailed to rafter

2.40 2.11

Note - coursing block as required

2.69

Refer to diagrams 1 and 2

FFL + 3.0 m above FFL below

6.13

Note: Threshold detail 85 below ground relates to all finishes above 6.16 (Cladding and Brick)

6.02

5.04

5.05

360

6.12

2.07 2.67

6.17

highest level of gutter (in background)

2.46 6.06

2.14 2.68

8.01 6.06

FFL

Void varies

2.11

FLOOR TYPE 1.2/ 1.3/ 1.4/ 1.5/ 2.1

Along compartment wall line, allow for • Fire stop (mineral wool) above underlay, between battens • Fire stop (mineral wool) below underlay, above line of party wall to seal fire compartment 82.5line

Cellecta not required in houses as per note above

Note: Threshold detail below ground relates to all finishes above (Cladding 85 and Brick)

5.04

FFL + 3.0 m above 2.40 FFL below

50 Note -

5.05

2.46

82.5 2.43

and Brick)

Cellecta not required in houses as per note above 2.14

Note: Threshold detail below ground relates to all

Ventilated void as S/E details

5.01

2.28 finishes above (Cladding

5.10

10. Street view towards houses along Marlyon Road.

526

2.02

•

EW1.2

2.14

bove w

Note: Window reveals to be 85mm from outside edge of brickwork. When window is within or adjacent to an inset brick panel (50mm cavity) the 85mm reveal is to be measured from furtherst edge of brickwork

Omit Cellecta screed board 28 layer Ensure top of OSB board is at FFL level as per height rod dwgs (series 4200 - 4205) Flexible intumescent/ acoustic sealant between OSB and plasterboard to extend under skirting board

• 2.01

WALL TYPE 1.2/ 2.2/ 3.2/ 4.2

Note Along compartment wall line, allow for Omit Cellecta screed board 28 layer • Fire stop (mineral wool) above Ensure top of OSB board is at FFLunderlay, level asbetween battens Note: Window reveals to be per height rod dwgs (series 4200 -Fire 4205) • stop (mineral wool)85mm below from outside edge of underlay, above line ofbrickwork. party wall When window is Flexible intumescent/ acoustic sealant to seal fire compartment linewithin or adjacent to an inset between OSB and plasterboard to extend under skirting board brick panel (50mm cavity) 6.01 Refer to diagrams 1 and 2 the 85mm reveal is to be 2.14 measured from furtherst 6.05 edge of brickwork Dashed line to indicate

• •

FLOOR TYPE 1.1

• •

377.5

377.5 For House Block internal wall to floor junctions and EW1.2, 2.2, (Fusion 3.2, 4.2,Floor 5.1, 5.2 internal wall to head junctions Type 2.1) -

377.5 WALL TYPE 1.2/ 2.2/ 3.2/ 4.2

Ventilated void as S/E details

WALL TYPE 1.1/ 2.1/ 3.1/ 4.1

8 layer at FFL level as 200 - 4205) c sealant ard to extend

Details are for Flat Block internal wall to floor junctions and internal wall to head junctions (Fusion Floor Types 1.2, 1.3, 1.4, 1.5) only

Details are for Flat Block internal wall to floor junctions and internal wall to head junctions (Fusion Floor Types 1.2, 1.3, 1.4, 1.5) only 377.5 For House Block internal wall to2.2, floor junctions EW1.2, 3.2, 4.2, 5.1,and 5.2 internal wall to head junctions (Fusion Floor Type 2.1) -

347.5

5.1, 5.2and ctions oor Type 2.1) -

Note -

1 : 100

Void varies

Elevation AA

floor junctions n Floor Types

Visqeen (or similar approved) protect and drain membrane General Notes: with granular backfill

1.03

EW2.2

2.64

EW1.2

2560

1.03

2560

5.06

Seal - installed to manufacturer's instructions Visqueen (or similar) high EPDM performance DPC installed to manufacturer's recommendations Breather membrane EPDM Seal - installed to manufacturer's instructions Roof membrane; IKO Ultra PrevENt T-O waterproof Breather membrane membrane. All layers strictly in accordance with manufacturers requirements and recommendations Roof membrane; IKO Ultracontained PrevENt within T-O waterproof Soldier Course the specification Soldier Course membrane. All layers strictly in accordance with Brick Type 2 Brick Type 1 manufacturers requirements and recommendations High performance DPM, guage to meet NHBC contained within the specification requirements. All joints to be taped and lapped as per manufacturer's instructions High performance DPM, guage to meet NHBC similar approved) requirements. All joints to Visqeen be taped(or and lapped as per protect and drain membrane manufacturer's instructionswith granular backfill

2.02

2.06

5.06

2.22

For external details refer to external works drawings 80

2.04 2.39

2.28

2.07

2.28

8.01

2.22

2.10

2.06

Facing brick rated F2/S2 - SE to confirm suitability for below ground use

For external details refer to external works drawings

Soldier Course Brick Type 1

1.01

5.03

DPC min 150mm above FGL

FFL

150

2.01

5.01

Visqueen (or similar) Gas membrane system - products Vapour Control Layer, installed to manufacturer's as specified by manufacturer, joints to be lapped and instructions sealed with DPC in accordance with manufacturer's Visqueen (or similar) Gas instructions membrane system - products as specified by manufacturer, joints to be lapped and Visqueen similar) high performance DPC installed sealed with DPC in accordance with(or manufacturer's to manufacturer's instructions E recommendations

8.01 DPC min 150mm above FGL

FFL

2.67 2.04

150

5.03 2.22 DPC min 150mm above FGL

5.04

FFL + 3.0 m above FFL below

Void varies

5.05

2.67

2.04

Vapour Control Layer, installed to manufacturer's instructions

FLOOR TYPE 1.2/ 1.3/ 1.4/ 1.5/ 2.1

5.01

Note - coursing block as required

Waterproofing Key: Waterproofing Key:

2.68

2.46

2595.5

Cellecta not required in houses as per note above

2.10

2.28

ove

2.01

2.14

Cellecta not required in houses as per note above

2.68 2.04

1 : 100

2.02

2.46 5.01

Elevation DD

WALL TYPE 1.2/ 2.2/ 3.2/ 4.2

5.10

2.02

n ove

All intellectual property rights reserved. 377.5

For House Block internal wall to floor junctions and internal wall to head junctions (Fusion Floor Type 2.1) -

WALL TYPE 1.1/ 2.1/ 3.1/ 4.1

•

WALL TYPE 1.2/ 2.2/ 3.2/ 4.2 Details are for Flat Block internal wall to floor junctions and internal wall to head junctions (Fusion Floor Types 1.2, 1.3, 1.4, 1.5) only

2582

wall to floor junctions s (Fusion Floor Types

project must be read in conjunction with the Designer's and Environment rights reserved. All intellectual property Hazard Assessment Record

377.5

Note -

377.5

1.2/ 2.2/ 3.2/ 4.2 Details are for Flat Block WALL internalTYPE wall to floor junctions and internal wall to head junctions (Fusion Floor Types 1.2, 1.3, 1.4, 1.5) only

Elevation CC

3.1/ 4.1

Checked SM Date x06/02/17 Scale @ A1 As service zone (25mm 50mm battens indicated

and 12.5mm plasterboard) in addition

Drawn CP

Checked SM

Denotes location of movement joints. Movement prp-co.uk joint sizes to SE spec.

unction Detail - Inset Brick Panels + Banding Floor Junction Detail - Brick + Windows + Banding Typical Floor Junction Detail - Brick + Banding + Cladding 7 Typical cal Eaves Detail - Blocks A, B, C & D Eaves Detail - Block E and G Rear Elevation 8 Typical Eaves Detail - Block E and G Front Elevation 1 : 10 1 : 10 ndow Cill + 50mm Cavity Typical Ground Floor Detail Door Typical Ground Floor Detail Cill + 80mm Cavity 2 - Typical 3 - Window 1 : 10 Threshold + 80mm Cavity 1 : 10

1 : 10

B 7692

337.5

665

EW1.1

787.5

890

787.5

1810

W12

EW1.1

EW1.2

EW1.1

W12

2 6161

rwp

7647

1810

665

235

665

EW1.1

prp-co.uk London 020 7653 1200

38690

1 : 10

7647

1810

787.5

890

787.5

1810

W12

EW2.1

EW2.2

EW2.1

W12

665

235

665

EW1.1

Date 06/02/17 to party Scale A1 As wall@ type. indicated

1 : 10 020 7653 1200 E

787.5

890

787.5

1810

W12

EW1.1

EW1.2

EW1.1

W12

665

235

665

EW1.1

7692

1810

787.5

890

787.5

1810

W12

EW2.1

EW2.2

EW2.1

W12

665

235

665

EW1.1

7 6163

3 6161

rwp

2.02 2.07

7647

1810

Keynote Text Facing Brickwork; Refer to elevations/ GAs for brick colours Wall ties to SE details + setting out Proprietary cavity closer to suit cavity size, installed to manufacturers instructions. To provide 30mins fire resistance if cavity is not closed by timber frame min 38mm thick or steel min 0.5mm thick. Timber batten Facing Brickwork, stacked soldier course; Refer to elevations/ GAs for brick colours Mastic seal Marley Eternit Edgemere fibre cement slates, laid and fixed strictly in accordance with the manufacturers recommendations Breathable roofing underlay - Tyvek Supro Plus osa draped over rafter, installed to manufacturers instrcutions Proprietary over fascia ventilator - Glidevale FV100 Ventilator osa Proprietary rafter tray ventilator - Glidevale RV Rafter Ventilator osa 50 x 25mm treated sw battens , complying with BS5534 and set out to gauge in accordance with tile size and lap as manufacturers recommendations Rafter and bottom chord, to truss manufacturers design and spec WBP 25mm painted fascia board fixed to treated sw noggin fixed between rafters 37.5 x 156mm wallplate, factory fitted 100 x 50mm wallplate, site fixed uPVC gutter, square profile Holding down straps to subcontractors design 300mm Rockwall insulation between and over joists PPC aluminium profile coping 50 x 38mm treated sw battens 18mm WBP ply Structural timber studwork or HRS post, in line with each rafter to form support for parapet - size tbc by truss manufacturer/ SE/ Fusion 10mm cement particle board uPVC 100mm RWP. Colour TBC. Bracketed back to ext wall finish using standard pipe clip uPVC hopper head. Colour TBC Alumasc Harmer two way outlet 4TW and chute. Water proofing system to be dressed into outlet, all to be installed as manufacturer's details

2.01

London Typical Eaves Detail - Block E and G Front Elevation at Outlet

1810

787.5

890

787.5

1810

W12

EW1.1

EW1.2

EW1.1

W12

2 6161

rwp

665

2.10 2.24

337.5

EW1.1

3 6161

6 6163

rwp

2.25 6.01

6.02 PW1.1

337.5

ED2

EW5.1

1135

552.5

W01

EW1.2

EW2.1

W11

910

890

787.5

1810

235

ED2

EW5.1

1135

552.5

W01

EW2.2

910

890

6.04

EW2.1 Slope

5°

787.5

6.05 6342.5

142.5

1911 900

125.5 72

142.5

900

6.06

IW2.2

6.07

Store 2.0 m²

IW1.1

147.5 451.1

7 6163

147.5

900

451.1

Lobby 5.6 m²

Bathroom 2.6 m²

1 6161

6.19

W11

1810

1048.5

IW2.2

Store 2.0 m²

IW1.1

Lobby 5.6 m²

Bathroom 2.6 m²

rwp

Canopy above 665

1911

IW1.1

NOTE Wall construction shown indicatively - diagrams indicate locations of required EW2.1 W01 EW2.2 Canopy above firestopping, to be applied to all EW5.1 ED2 wall build-ups

rwp

EW1.1

665

235

Canopy above 665

ED2

EW5.1

1135

552.5

W01

EW1.2

EW2.1

W11

910

890

787.5

1810

EW1.1

665

235

665

1135

552.5

910

890

787.5

rwp

W11

418.2

EW1.1

665

IW1.1

2.24

6.20

30.00°

Canopy above 665

900 125.5 72

IW2.2

Store 2.0 m²

900

1048.5

125.5 72

Lobby 5.6 m²

Bathroom 2.6 m²

Living / Dining / Kitchen 29.1 m²

IW1.1

IW2.1

900

142.5

1911 900

142.5

900

147.5

900

rwp

EW1.1

105

6.12 30

30.00°

900

2.02

IW1.1

Living / Dining / Kitchen 29.1 m²

IW1.1

IW2.1

IW1.1

6.15

6.06

1 6161

2.02

1048.5

6.15 IW2.2

Store 2.0 m²

6.14

Lobby 5.6 m²

6.14

min 150mm

rwp

451.1

min 150mm

6 6163

1911

6.16

Bathroom 2.6 m²

6.16

125.5 72

IW1.1

2.24

6.03

PW1.1 IW2.1

6.03

IW1.1

1 418.2

900

6.02

IW2.2

Living / Dining / Kitchen 29.1 m²

IW1.1

PW1.1

900 65

1048.5

Dashed line to indicate highest level of gutter (in background) 73 92

IW1.1

Lobby 5.6 m²

6.15

6.06

Store 2.0 m²

6.16 6.14

IW2.1

1911

6.15

125.5 72

6.03

41.4 m²

EW1.2

Refer to diagrams 1 and 2

41.7 m²

6.13

Living / Dining / Kitchen 29.1 m²

IW1.1

PW1.1

142.5 92

6.17

451.1 147.5

900

6.05

1048.5

6.16

6.02

6037.5

6402.5

Dashed line to indicate highest level of gutter (in background)

6342.5

6.06

IW2.1

41.5 m²

41.7 m²

900

Living / Dining / Kitchen 29.1 m²

IW1.1

EW1.2

Plot 2 (Lower) House Type 2 - 2B4P

Plot 5 (Lower) House Type 2 - 2B4P

147.5

6.01

Plot 4 (Lower) House Type 2 - 2B4P

900

41.4 m²

6.13

Plot 3 (Lower) House Type 2 - 2B4P

451.1

Plot 1 (Lower) House Type 2 - 2B4P 6.17

Refer to diagrams 1 and 2

6.14

Note Along compartment wall line, allow for • Fire stop (mineral wool) above underlay, between battens • Fire stop (mineral wool) below underlay, above line of party wall to seal fire compartment line

105

EW1.1

Canopy above

Diagram 1 1810

665

235

665

ED2

EW5.1

1135

552.5

W01

EW1.2

EW2.1

W11

910

890

787.5

1810

EW1.1

665

6.08 6.09 6.10 6.11 6.12 6.13 6.14 6.15 6.16

337.5

6.09

6.08

6.08 Note - Rafter and bottom chord dims tbc by truss manufacturer

6.06

6.14

6.11

Ground Floor 80

9. Ground floor level. 2.10

1 : 50

6.17 6.18

38690

2.01

Note - Rafter and bottom chord dims tbc by truss manufacturer

6.06

6.14

6.11

6.19 6.20

2.01 80

12. Street view towards blocks of flats on Marlyon Road.

2.07

2.10 6.18 D C B A

2.10

05.05.17 27.04.17 05.04.17 20.02.17

Drawing number changed. CP/SM Notes amended + windows amended as clouded. CL/ SM Detail references added. ML/SM Extracts and movement joints added. Issued for construction. ML/SM First Issue

Rev Date

Description

Block E, Marlyon Road, Redbridge Ground Floor Plan 2.10

2.10

B A Dwn Ckd

05.05.17 Drawing Number Changed. MA 24.02.2017 Amended to WPH comments, as clouded First Issue

Rev Date

Description

Redbridge Sites WDs

Dwn Ckd

4. Bollo Lane, Ealing, London Planning Application, Working Drawings Package PRP, London Design elaborated by a team of 8 people. CGIs and 3D model elaborated by team. Elevation studiesnd details by author. Client: Pocket living Bollo Lane features 84 ‚Pocket’ homes, 28 private sale apartments, and flexible office space. Stepping in form, from three, eight and 14-storeys, the building celebrates the interface between different contexts - traditional low-rise residential; industrial warehouses; and the taller Chiswick Park structures. Creating local employment opportunities and offering middle-income ‘city makers’ homes discounted to at least 20% below open market rates, the scheme also provides generous communal terraces and internal lounges, promoting social interaction. Designed for innovative volumetric modular construction, a central boiler and low maintenance materials ensure both longevity and low service charges.

Site boundary Proposed building

39 4

1600

1585

1600

1587

34527.5 477.5

6492.5

777.5

2812.5

1360

1800 2240

477.5

6492.5

1360

WA01

1227.5

2035

WA06

6557.5 1902.5

1360

WA02

1227.5

WA01

2035

5550

1902.5

WA02

1360

1227.5

6792.5

2035

WA01

1907.5

1360

WA02

1560

3037.5

2035

WA01

3955.9

665

WA02

RWP 140mm

Wall Types Key 365

777.5

Core

2035

1601

1 552.5 Plot No. 3. 6 1B1P WCA

WA01

Plot No. 3. 5 1B1P

Plot No. 3. 3 2B3P WCA

Plot No. 3. 4 1B1P

WA01

1580

6492.5

1115 1360

6492.5

1580

refer to drawing no. 1800 for details 2

WA02 WA04

1340

RWP 140mm

1360

2035

Dry Riser

1800

15515

1360 552.5

365

RWP 140mm

1285

RWP 140mm

3375

1350 937.5

Plot No. 3. 14 1B1P

WA04

1442.5

2035

1790

WA01

1677.5

Plot No. 3. 13 1B1P

1360

WA03 1790

1360

5550

WA01 947.5

1360

1952.5

6792.5

365

1606

1603

1360

WA01

WA03

1360

18787.5

1565

1227.5

41840

WA02

Plot No. 3. 9 1B1P

WA01 1280

6192.5 665

Meter Cupbd

1360

WA01

Corridor 44.3 m² Plot No. 3. 8 1B1P

2035

1606

1902.5

Meter Cupbd

RWP 140mm

22060

WA02

2 1603

2035

6525

1125 1457.5

WA04

Staircase 15.3 m²

2035

Riser 1.1 m²

Level

1340

Riser 2.7 m²

2035 6492.5

1606

F H

WA04

Staircase 17.6 m²

re fe r to

Lobby 7.6 m²

1 1583

Riser 2.1 m²

1565

RWP 140mm

WA01 WA01 Plot No. 3. 11 1B1P

1902.5

1360

6525

UP F

1227.5

lan dsc

ap e

Riser 3.2 m²

WA02

Plot No. 3. 12 1B1P

1567.5

 

1902.5



6525

Plot No. 3. 10 1B1P

Meter Cupbd

1 1583

dra win g

26212.5

 

4490

WA01

2035



1360

RWP 140mm

1360

Meter Cupbd

1584

6492.5

1227.5

 

 

2035 1112.5

RWP 140mm

WA02

WA01 3595 477.5

1360

WA06 2240

6492.5

1360 1800

WA01 2240

1360

477.5

2035 1227.5

477.5

1603

WA02

3585

6492.5

477.5

15740

1587

1585

1. Site location plan. 16

25m

50m

75m

2. Third floor GA plan.

NOTE: All drawing to be read in conjunction with PRP's Outline Architectural Specification Rev D and NET's Stage 3 Tender Issue 4. CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in conjunction with the Designer's Hazard and Environment Assessment Record. All intellectual property rights reserved.

Designed with reference to the surveys, information and reports listed: Xxxxxxxxxxxxxx Xxxxxxxxxxxxxx, Xxxxxxxxxxxx Xxxxxxxxxxx, Xxxxxxxxxxxx Xxxxxxxxxxx, Xxxxxxxxxxxx Xxxxxxxxxxx, Xxxxxxxxxxxx Xxxxxxxxxxx.

100m Rev Date A

NOTE: All drawing to be read in conjunction with outline architectural specification. CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in conjunction with the Designer's Hazard and Environment Assessment Record. All intellectual property rights reserved.

Description

Dwn

Ckd

21/02/20 Tender Issue. Draft for comments. mc/a fl 17 da 07/04/20 Amended to incorporate changes following comments fl mc 17 forom client from February and March 2017

Drawn

ADA

Checked

Date

12/07/16

Scale @ A3

1 : 1250

Bollo Lane Site Location Plan

AA5858-1500 REV B

Rev Date

Description

21/02/2017 Tender Issue. Draft for comments.

07/04/2017 Amended to incorporate changes following comments forom client from February and March 2017 25/09/2017 Drawings amended to reflect recent changes.

Dwn Ckd

Drawn

mc/ad fl a fl mc

Checked

bsc

Plot no. on level

For window and door references refer to Window and Door Types drawing no.1803

2817.5

1902.5 2035

WA02

2035

3.5

NOTE:

Riser 2.2 m²

Meter Cupbd

1360

WA01

RWP 140mm

1360

W ay e ho p

Plot No. 3. 2 1B1P

Plot No. 3. 1 1B2P

Plot numbering KEY

1 1601

6492.5

WA01

WA02

RWP 140mm

6557.5

WA05

rwp - from balconies

Firefighting lift

Meter Cupbd

Plot No. 3. 7 1B1P



St an

Riser 1.8 m²

Meter Cupbd

6525

1360

1800

665 1360

Corridor 42.5 m²

1902.5

6492.5

2035

Meter Cupbd

WA01

La ne

1227.5

llo

Riser 1.1 m²

WA01

D03

IW1 IW2 IW3 IW4 IW5 IW6 External walls EW1 EW2 EW3

2357.5

1902.5

rwp - from balconies

B C

Finishes/Partitions

C01 C02 Party Walls PW1 PW3 PW4 PW5 PW6

Author FL

Date

12/07/16

Scale @ A1

As indicated

Bollo Lane Third Floor Level GA Plan

AA5858-1523 REV F

2.5 11

2.5

7.5 77

7.5

01.02.02

Level 9 FFL: 41660

01.01.01 01.04.03

01.04.03

01.04.09 01.05.02

515

01.02.07

3000

435

01.05.02

01.03.03

435

01.04.02

01.05.02

01.02.05

250

Level 8 38360

01.03.02

Level 8 38360

01.05.01

515

01.02.01

1800

01.02.07

01.01.01

130

515 2.5 11

435

03.01.01

2.5 21

5 2.5 11

Detail - B 1

Detail - B 5 435

Balustrade detail

Detail - B

Balustrade detail

2.5

01.02.07

01.03.02 01.02.07

115

01.02.10

425

475

03.01.01

01.02.01 11

2.5

01.01.01

7.5

2.5

01.02.05

03.01.01 475

115

01.02.05

150

100

3450

150

Level 7 34910

100

200

Level 7 34910

200

FFL to u/s ceiling

2775

2500

FFL to u/s slab

2508

FFL to u/s SO

SO 2525

C360

0 13

Detail - B 1

C370

C365

2.5

425

15 ceiling board

Note - U/S of ceiling is 8mm below U/S of SO

C375

435

185 terrace build up 280

2.5

01.02.05

200 slab

03.01.01

insulation 10 waterproofing

C385

TOS 38185

130

01.02.05

35 module roof finish

2.5 11

C380

7. Street view from Bollo Lane.

01.03.03

7.5

01.02.02

01.02.01

01.04.03

01.02.01

C355

01.02.07

Pod module

2500

01.03.02

C330 5

200

01.02.07

515

03.01.01

Detail - B 2

Detail - B 5

Detail - B 2

5 11

2.5

.5 12

2.5 10

NOTE: Specification below is to be read in conjunction with Outline Architectural Specification Revision D. Please refer to this document and NET's Stage 3 Tender Document for full specification.

1 : 20

100

Section Window Brick 115

01.02.05

Section Window Brick1

01.03.02

200

Level 7 34910

Detail - B

Detail - B 6

2.5

4. Details

150

01.02.07

150

01.02.10

03.01.01

1 : 20

475

C320

2508

SO 2525

92 .5

03.01.01

Detail - B 2

2.5

C325 7

115 01.02.07

2.5

150

Balustrade detail

425

01.01.01

01.02.08

115 03.01.01

FFL to u/s ceiling

01.02.05

Level 6 31835

01.05.01

130

Detail - B 1

2500

FFL to u/s SO

150

435

Level 6 31835

01.02.07

200

435

515 2.5

435

2.5

01.02.08

435

225 Note - U/S of ceiling is 8mm below U/S of SO

C335

15 ceiling board

01.02.08 66

01.03.02

Level 8 38360

35 module roof finish

475 C340

150

01.04.02

01.03.03

01.05.02

250

01.02.01

01.01.01

01.04.09

01.02.05

C345

3000

435

Level 7 FFL: 35210

01.02.05

515 01.02.07

150

Note - SO 17 mm below FFL

01.05.02

C350

2500

01.01.01 01.04.03

Detail - B 1

C315

Pod module

01.02.01

Keynote Legend

01.03.03

Number

Level 6 FFL: 32210

C305

C300

2.5

Note - U/S of ceiling is 8mm below U/S of SO

435

150

C295

Detail - B 2

2.5

15 ceiling board

01.02.08

200

01.02.10

01.01.01

Level 6 31835

01.03.02

150

225

475

35 module roof finish

01.02.08 66

01.01.01

01.02.01

01.03.02

115

01.02.01

01.01.01

01.02.07 03.01.01

Detail - B 2

Detail - B 6 66

5 11

C290

2.5

NOTE: Specification below is to be read in conjunction with Outline Architectural Specification Revision D. Please refer to this document and NET's Stage 3 Tender Document for full specification.

01.03.03

Section Window Brick

01.02.02

01.02.10

2.5

01.01.01

815

01.02.05

2500

01.02.07

01.02.01

C310

150

Note - SO 17 mm below FFL

01.01.01

01.02.05

FFL to u/s ceiling

2500

FFL to u/s SO

2508

SO 2525

C280

3000

1 : 20

C285

Keynote Legend

01.03.02

Number 01.01.01

01.02.01

01.03.02

01.02.01

C275

Pod module

Detail - B 3

C265

5 47

5 2.5 11

35 module roof finish

225

2.5 11

Detail - B 3

C255 66

5 11

Note - U/S of ceiling is 8mm below U/S of SO

2.5

15 ceiling board

C260

01.02.05

01.02.07

01.06.01

475

01.03.02

5 47

Level 5 FFL: 29210

01.03.03

01.01.01

150

Note - SO 17 mm below FFL 17

C270

01.02.02

01.02.10

01.01.01

815

01.02.10

01.02.08

Detail - B 7

01.02.10 75

C250

01.03.02

le drawing. Figured dimensions to be worked to in all cases.

2500

2508

3000

35 module roof finish

01.04.09

3. Elevation section.

Detail - B 8

Detail - B 4

8 815

01.05.02 01.06.01

2.5

B C D

Description

07/04/2017 Amended to incorporate changes following comments forom client from February and March 2017 23/06/2017 Material changes to reflect latest outline architectural specification. 19/09/2017 Specification amended to reflect Outline Architectural Specification Revision D.

01.02.08

Detail - B 7

Aluminum Cill installed between window frame and GRC window cill (feature bands), Colour: 9011 (semi gloss) to match colour of window frame. All aluminium cills to have stop ends. Aluminum Window Cill, Colour: 9011 (semi gloss) to match colour of window frame. All aluminium cills to have stop ends. Window/Glazing to commercial area and sides of entracne areas. Manufacturer: Schueco, Range: FW50+SG capped façade product, Frame Colour: RAL 9011 internal and external. Performance as per Performance Specification by NET.

01.02.10 75

01.03.02

Dwn Ckd fl

fl fl

bsc sm

Drawn

Checked

Date

6. Axonometric details.

Scale @ A0

08/02/17

Bollo Lane Elevation Bay Studies, Brick

As indicated

AA5858-1701 REV D

01.04.02

B3 B5

01.06.01

Terrace Decking. Thermwood, 25x138mm composite decking to manufacturers details and specification. 10mm gaps between boards. Ref. to landscape drawings for more details. Aluminium profile - powder coated, Colour: Black RAL9011( Semi Gloss ) Aluminium profile - powder coated, Colour: White RAL9010 Louvred Steel Screen - Galvanised and Painted. Colour Black RAL 9011 (Semi Gloss). Refer to drawings for more details Structure to SE details

01.01.01

The contractor is responsible references. Any discrepancy with the works. Where an item larger scale drawing is to be w Do not scale drawing. Figured

CDM REGULATIONS 2015. A project must be read in conjun Environment Assessment Re

All intellectual property rights

Please note, all information development process (RIBA Any work not issued as “Co construction. Any construc elements produced using in “Construction” status is at

CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in conjunction with the Designer's Hazard and Environment Assessment Record

Do not scale drawing. Figured dimensions to be worked to in all cases.

All intellectual property rights reserved.

6.1 11 2.5 11

Axonometric View

9. Front of the building. Commercial podium.

01.03.02

01.04.09

01.05.01 01.05.02 01.06.01 03.01.01

NOTE: All drawing to be read in conjunction with outline architectural specification. The contractor is responsible for checking dimensions, tolerances and references. Any discrepancy to be verified with the Architect before proceeding with the works. Where an item is covered by drawings to different scales the larger scale drawing is to be worked to.

Detail - B

Terrace Balustrade, Top Fixed Balustrade c/w posts. Mild steel galvanised and powdercoated SHS 100x5mm unprights fixed to concrete surface with M12 chemical anchor fixings through 250x25x12mm baseplate, posts complete with glass lugs/discs and fixings to support 17.5mm toughened & laminated clar glass panels (opaque in areas to comply with Planning Condition 6), posts powdercoated to RAL 7047, 1800mm high from FFL. Manufacturer Elite Architectural Systems.

Description / Specification Facing Brick - Castor. The Bespoke Brick co. Mortar colour grey. Performance as per Performance Specification by NET. Residential casement windows, Schueco AWS70HI, Inward opening, Colour: Black RAL 9011(semi gloss) externally and White RAL9016 (30% gloss) internally. Performance as per Performance Specification by NET. Residential terrace door, Schueco AWS70HI, Outward opening, Colour: Black RAL 9011(semi gloss) externally and White RAL9016 (30% gloss) internally. Performance as per Performance Specification by NET. Panel above Window, Material:Aluminium Profile Powder Coated Colour:Black RAL 9011(semi gloss). Where MVHR outlets, these face downwards. Refer to window shedule and details for their position GRC Window Cill (feature band), Manufacturer: GRC UK, Colour Arctic White, Thickness: 30mm, Finish: Hydrophobic Coat, all cills to be provided in a single piece. Pofiles as per drawings 1701,1702. Sample of each profile to be provided for approval & sign off by client.

01.04.03 B6

Detail - B 8 prp-co.uk London 020 7653 1200

01.03.03

Panels above glazed screens, Aluminium Profile Powder Coated, Colouer:Black RAL 9011(semi gloss) - to match window frames Terrace Balustrade, Structural glass balustrade, standard square base shoe TL-6011 profile c/w pre drilled holes at 300mm c/c to allow fixing to concrete structutre with M12x156 hilti expansion anchor, 21.5 toughened & laminated clear glass panels (opaque in areas to comply with Planning Condition 6) fixed into channel with dry glazed system, rubber fitted between edge glass and top of channel, balustrade height 1120mm from FFL. Manufacturer Elite Architectural Systems. Terrace Balustrade, Top Fixed Balustrade c/w posts. Mild steel galvanised and powdercoated SHS 100x5mm unprights fixed to concrete surface with M12 chemical anchor fixings through 250x25x12mm baseplate, posts complete with glass lugs/discs and fixings to support 17.5mm toughened & laminated clar glass panels (opaque in areas to comply with Planning Condition 6), posts powdercoated to RAL 7047, 1800mm high from FFL. Manufacturer Elite Architectural Systems.

01.03.02

Note: Pigeon protection system required on the flat surfaces of parapets

01.03.02

Rev Date

Axonometric View

6.1

03.01.01

5. Axonometric view illustrating details location.

01.01.01

Axonometric View

01.05.01

01.02.07

01.06.01

1 : 25

CDM REGULATIONS 2015. All current drawings and specifications for the project must be read in conjunction with the Designer's Hazard and Environment Assessment Record

01.06.01

8. Residential entrance.

815

225 15 ceiling board

8 815

01.04.03 B5

Note - SO 17 mm below FFL

4203 - Height Rod 3 (B)

All intellectual property rights reserved.

Detail - B 4

ctor is responsible for checking dimensions, tolerances and . Any discrepancy to be verified with the Architect before g with the works. Where an item is covered by drawings to cales the larger scale drawing is to be worked to.

01.01.01

C225

C220

01.06.01

475

Level 4 FFL: 26210

01.04.02

01.02.10

Pod module C230

01.06.01

C235

815

150

815

01.01.01

01.03.03

815

C240

01.02.10

FFL to u/s SO

01.03.02

SO 2525

C245

FFL to u/s ceiling

01.03.02

drawing to be read in conjunction with outline architectural on.

38660

225

435

0 13

C390

675

Level 8 FFL: 38660

2.5

942

515

Terrace

Note: Pigeon protection system required on the flat surfaces of parapets

Detail - B

5. Holz 100 Hotel in Piwniczna Zdrรณj, Obidza, Poland Private work Studio EL, Wroclaw Design elaborated by a team of 3 people. Drawings and sketches done by author. 3D model and CGIs done by team. The hotel will be located on the northern periphery of Piwniczna Zdrรณj, in the beutiful hilly landscape of Pieniny mountains. The main idea is reflected in the centric layout of the building. The main lobby with a spacious hall on one hand directs guests to all rooms and on the other hand becomes a heart of the building. The scheme has been designed and is being delivered using sustainable and environmentally friendly wood construction - Thoma Holz 100 solid wood panel technique.

Traditional wooden houses in the area.

1.Site photograph. 18

Two elements

Extension of the base

Maximise views towards mountains

Pow. Użytkowa Poziom -1

Pow. Użytkowa Poziom -1 Area

Number

4 1020

10''

36 00

38 00

18 00

50 00

38 00

50 22

P0.24 Pom. Masazu

1020

38 00

70 00

10'

7900

P0.23 Pom. Masazu

P0.19 Pom. Mag

P0.48 Zbiornik ppoż

38 00

P0.25 Hydroterapia

poj. czynna - 210m3

P0.31 Relaksarium

P0.22 Pom. Masazu

270

5 m² 2 m² 43 m² 3 m² 3 m² 6 m² 11 m² 3 m² 7 m² 17 m² 17 m² 27 m² 29 m² 7 m² 11 m² 12 m² 6 15 m² 24 m²

Area 5 m² 5 m² 5 m² 97 m² 8 m² 40 m² 4 m² 8 8 m² 19 m² 41 m² 11 m² 1 m² 3 m² 3 m² 2 m² 3 m² 3 m² 15 m² 8 m² 1 m² 4 m² 22 m² 71 m² 13 m² 9 m² 3 m² 3 m² 54 m² 9 m² 964 m²

I' 12

4 A'

10'

P0.30 Sauna Parowa

38 00

P1.01 Sypialnia

38 00

P1.05 Przedsionek

P0.01 Hall

P0.35 Sala Ćwiczeń

IT P0.40 Winda

P0.45 Mag

25854

22/04/17

26/03/17

Dodana zamknięta klatka schodowa, dodane pomieszczenia techniczne i IT zmiana układu przyłącza, pomieszczenień na poziomie -1, zmiana P1.36 układu pomieszczeń strefy wejściowej, Mag dodatnie wyrzutni i komiun, powiększenie relaksarium; zmainy w podjeździe na parking

17/03/17

E D C

Oddanie koncepcji Dodana strefa mokra sauny Zmiany na poziomie 1; Zmiana przebiegu galerii; dodanie słupów hallu głównym; zmiana i redukcja okien połaciowych; P1.28 usunięcieP1.31 okien w elewacji szczytowej; zmianaPrzedsionek łazienek na poziomie +1. Przedsionek

22/02/17 14/02/17 23/01/17

MC MC ML

EL EL EL

Zmiany na poziomie -1:zamiana sauny f. 16/01/17 z relaksarium; zmiany grubości ścian w P1.32technologi Thoma; zmiany okien P1.29 A Zmiany na poziomie -1; zmiany w SPA i 08/01/17 Łazienka Łazienka kuchni Rev Opis Data

G UP

P0.16 Pom. Socjalne P0.44 Separator Tłuszczu

10/04/17

P0.38 Winda

3 1800

DORA METAL

P0.09 Mag. warzyw

DORA METAL

P0.03 Jadalnia

DORA METAL

DORA METAL DORA METAL

narysowane

DORA METAL

3800

P1.15 Łazienka

Void EL

P1.25 Przedsionek

10/07/16 P1.30 Sypialnia

1 3800

38 00

P1.14 Sypialnia

P1.12 Łazienka

P1.13 Salon

data stworzenia

45.0 0°

DORA METAL

3 1020

P1.11 Przedsionek

P1.26 ML EL Łazienka Dr by

P1.20 WC

P1.22 Przedsionek

P1.23 Łazienka

P1.17 Salon

P1.19 Łazienka

App by

sprawdzone

DORA METAL

P0.07 i prod. Mag. chłodniczy suchych

DORA METAL

P0.54 Korytarz

7000

DORA METAL

P0.05 Kuchnia

DORA METAL

7000

DORA METAL

P0.08 Obieranie i dez. jaj

P0.53 Maszynownia

38 00

P1.10 Sypialnia

DORA METAL

P0.04 Rozdzielnia kelnerska

P0.02 Przedsionek

DORA METAL

P0.06 Zmywalnia

DORA METAL

1800

P0.36 Bar

P0.10 Korytarz

P1.08 Przedsionek

07/05/17

P0.47 Schody

28/06/2017 MC

Zmiana układu pom. na poziomie -1; połączenie korytarzy gospodarczych; dodanie szachtów elektrycznych Zmaina układu pomieszczeń technicznych i magazynowych, dodane pom. mag/tech w czesci SPA Zmainy w klatce schodowej; zmiany w galeri na poziomie +1; przesunięcie windy Zmiany z zagospodarowaniu; zmiany na poziomie -1; dodany zbiornik wodny; dodanyP1.37 pokój dostosowany do potrzeb osoby niepełnospawnej; zmiany w klatce Klatka schodowa schodowej

P0.34 Sauna Finska

P0.29 SPA -4.20

P0.42 Szatnie

P1.34 Usuniecie klatki schodowej w holu, na Recepcja / Sklepik proźbę klienta

3800

P1.27 Studio EL Sypialnia23 al. Wiśniowa Polska 53-137 Wrocław Polska

P1.24 Sypialnia

P1.21 Sypialnia

T +48 601 703 436 E edward.lach@studioel.p http://www.studioel.pl/

3800

STUDIO

16700

P0.46 Pom Porządkowe

P0.15 WC

P0.50 Przyłącza telekom.

P1.09 Łazienka

4 K

P0.41 WC

38 00

P1.07 Sypialnia

P1.06 Łazienka

P1.38 Hol

3 1020

P0.39 Korytarz

P0.13 WC P0.49 Pom. IT / Ochrony

+0.00 =837.5 n.p.m.

P0.33 Sauna Aromatyczna

P0.11 WC

P0.12 WC

P0.14 Szatnie

P0.26 Szatnia

0 04 24

38 00

P1.04 Sypialnia

P1.02 Przedsionek P0.52 P0.51 Mag Biel Czystej Mag Biel Brudnej

P1.03 Łazienka G'

P0.43 Pom. Rozdzielni głównej

1 1020

P0.28 Szatnia

1020

10''

9° 2.4 11

P0.18 Maszynownia SPA

P0.17 Pom. Hipoksji

38 00

P0.21 Pom. Mag / Tech P0.20 Recepcja

114 m² 4 m² 80 m² 6 m² 34 m² 6 m² 8 m²

Name Szatnia WC Szatnia SPA Sauna Parowa Relaksarium Przedsionek Sauna Aromatyczna Sauna Finska Sala Ćwiczeń Bar Pom. Tech Winda Korytarz Winda 7 WC Szatnie Pom. Rozdzielni głównej Separator Tłuszczu Mag Pom Porządkowe Schody Zbiornik ppoż Pom. IT / Ochrony Przyłącza telekom. Mag Biel Brudnej Mag Biel Czystej Maszynownia Korytarz

9' 9

P0.08 P0.09 P0.10 P0.11 P0.12 P0.13 P0.14 P0.15 P0.16 P0.17 P0.18 P0.19 P0.20 P0.21 P0.22 P0.23 P0.24 P0.25

Hall Przedsionek Jadalnia Rozdzielnia kelnerska Kuchnia Zmywalnia Mag. chłodniczy i prod. suchych Obieranie i dez. jaj Mag. warzyw Korytarz WC WC WC Szatnie WC Pom. Socjalne Pom. Hipoksji Maszynownia SPA Pom. Mag Recepcja Pom. Mag / Tech Pom. Masazu Pom. Masazu Pom. Masazu Hydroterapia

70 00

P0.01 P0.02 P0.03 P0.04 P0.05 P0.06 P0.07

37 10

38 00

18 00

I' 11

P0.26 P0.27 P0.28 P0.29 P0.30 P0.31 P0.32 P0.33 P0.34 P0.35 P0.36 P0.37 P0.38 P0.39 P0.40 P0.41 P0.42 P0.43 P0.44 P0.45 P0.46 P0.47 P0.48 P0.49 P0.50 P0.51 P0.52 P0.53 P0.54

36 00

Name

Level -1

50 00

Number

3800

klient

3800

P1.18 Sypialnia

24316

3800

Ośrodkek Przyrodo – Leczniczy MADRA Sp. z o.o

3. Groundfloor plan.

2. Basement plan.

projekt

A BUDOWA

B PRZYRODO C OŚRODKA LECZNICZEGO I ODNOWY BIOLOGICZNEJ; 6 33-350 PIWNICZNA-ZDRÓJ, OBIDZA 1

2 1020

1020

rysunek

Poziom -1

1020

miejsce na dysku

data wydruku

1020

C:\Users\Madzi\Documents\Piwniczna_EL_BUD_HT_Madzi.rvt

Poziom 0

Poziom -1

1 : 100

numer projektu

EL_AA_HT_001 numer rysunku

1001

skala

1 : 100 rev

@A1

powód

Rysunek czytać razem z resztą rysunków. Wszystkie wymary należy sprawdzić i potwierdzić na terenie budowy przed rozpoczęciem prac w terenie. Wszelkie niedokładności należy zgłosić. Ten rysunek jest kopią i prawa autorskie należą do Studia EL.

Top wooden element widening

4. Bird’s eye view from South-West.

Concept for the hotel building

Topographycal character of the site.

5. Perspective of the main entrance.

Simple form of the building

Solid and glass elements

Separation of two hotel wings

Central main hall

Basement of the holel hidden in topo

6. Perspective of the South - East Elevation. 19

6. London Road, Wembley Concept design towards Planning PRP, London Design elaborated by a team of 3 people. CGIs elaborated by team. 3D model, diagrams, sketches, 2D drawings done by author. Client: Brent Housing Management This project includes the re-development proposals for the Wembley Youth Centre and former Dennis Jackson Centre on London Road, Wembley which features 150 affordable homes. The proposals will provide new purpose built rented residential accommodation for local people; a mix of low cost rented, supported and temporary accommodation. The proposed development includes the re-provision of a community facility. I took part in the design of this project from the initial viability stage and I have been involved in the resident consultations. The work now is moving on to RIBA Work Stage 3 with the intention of submitting a detailed planning application.

Block A - Respecting existing context

Grid

1. Street view from the end of London Road towards houses of Block B. 20

Grid on the elevation

Vertical elements

2. Site plan - level 1.

Block B - Vertical divisions

Grid on elevation and vertical divisions

3. Street view from London Road towards Block B.

Block C - Vertical divisions

Vertical grouping.

4. Street view from London Road towards Block C

Grid on elevation. Community centre at ground level distinguished.

Two characters of development

London Road Edge

Playing Fields Edge

5. Street view from the end of London Road towards Block A and houses of Block B. 21

7. Helsinki Central Library International Competition Entry Studio EL, Wroclaw Design elaborated by a team of 4 people. CGIs and 3D model elaborated by team. 2D drawings by author. The main idea for the design of the library was the modular facade which is made of the boxes of various depth. They were designed in such a way to provide additional space for individual work or meetings. Not only do they diversify the space of the library, but they also provide views to the surrounding park and act as a thermal insulation as well as sun rays filtration system. The building is made of steel construction. The structure of the building enables maximum flexibility of the interior. Atrium acts as the most esternal layer of the library, made of glass wall. It acts as a buffer zone between outside and inside and by this protects the interior of the building from overcooling and overheating.

1. Section and ventilation diagrams.

2. Location of the library. 22

Winter season

Intermediate season

Summer season

3. Main level of the colection area.

4. Longitudinal section.

5. Location of the the Central Library and the surrounding context.

6. Interior space of the collection area. 23