Portfolio Daniele Bettin by Daniele Bettin

DANIELE BETTIN

PORTFOLIO

Daniele Bettin Architect (ARB)

+ 44 771.9969.136 daniele4bettin@gmail.com https://issuu.com/danielebettin

Location: Pieve di Soligo, Treviso

city landscape Reload_

Aim of the intervention is to re-create in the industrial new urban reality, connected with the nearby attractions, activities to try to reactivate the industrial area; today completely disconnected from the surrounding environment.

ity landscape Reload_

Matteo Bolgan matteobolgan@gmail.com Matteo Bolgan matteobolgan@gmail.com

Location: Rosolina mare, Rovigo

Rosolina 2030

COSTI

DEMOLIZIONE

SUPERFICIE

DEMOLIZIONE VOLUME

SUPERFICIE VALORE

Fase 1

VOLUME VALORE

VALORE COSTI AGGIUNTIVI

mc €

€/mq €/mc

€€

€ 18.986,25 759,45

15 25

€ €3.797,25 18.986,25

15 25

€ €6.600,00 33.000,00

€ 391.500,00

€/mc mq

VALORE VALORE

TOTALE COSTI AGGIUNTIVI

Blocco 759,45 1

253,15 25

440

Blocco 13202

25 440

€ 33.000,00 1320

Parco acquatico

4350

Parco 13050 acquatico

30 4350

€ 391.500,00 13050

Fase 2

Blocco 3

455

Blocco 4

2340 510

TOTALE

€

€ 401.897,25

253,15

Blocco 2

Fase 2

VALORE

€€/mq

Fase 1

Blocco 1

€ 3.797,25

€ 6.600,00 15

€ 6.600,00

€ 3.797,25 € 6.600,00 € 391.500,00

€ 54.540,00

25 455

€ 34.125,00 1365

15 25

€ €6.825,00 34.125,00

Blocco 70204

25 2340

€ 175.500,00 7020

15 25

€ €35.100,00 175.500,00

Blocco 15305

25 510

€ 38.250,00 1530

15 25

331

Blocco 9936

25 331

€ 24.825,00 993

15 25

€ €4.965,00 24.825,00

Blocco 7

3285

Blocco 98557

25 3285

€ 246.375,00 9855

15 25

€ €49.275,00 246.375,00

€ 49.275,00 15

€ 49.275,00

Blocco 8

1475

Blocco 44258

25 1475

€ 110.625,00 4425

15 25

€ €22.125,00 110.625,00

€ 22.125,00 15

€ 22.125,00

Case

1148

Case 3444

28 1148

€ 96.432,00 3444

€ 96.432,00

€ 624.269,25

Blocco 5 Blocco 6

Blocco 13653

€ 401.897,25

€ 3.797,25 15 € 391.500,00

Fase 3

€ €7.650,00 38.250,00

Totale demolizioni edifici

€ 6.825,00 € 35.100,00

Asfalto

€ 305.760,00

fase6934 1

4854

6934 21

€ 101.920,00 4854

fase6934 2

4854

6934 21

€ 101.920,00 4854

€ 101.920,00

fase6934 3

4854

6934 21

€ 101.920,00 4854

€ 101.920,00

TOTALE DEMOLIZIONI

COSTRUZIONE

€ 101.920,00

€ 930.029,25

SUPERFICIE COSTRUZIONE PERIMETRO

SUPERFICIE VOLUME

mq Destinazione d'uso m

mq mc

4411 Albergo piano 1358

4411 13233

PERIMETRO SUPERFICIE NETTA

SUPERFICIE VALORE NETTA

COSTO COSTRUZIONE

mc €/mq

€/mq

13233

4411 Albergo piano 2358

4411 13233

358

13233

1336 Albergo piano 3244

1336 4008

244

4008

Totale albergo

10158Totale albergo

10158 26466

8126

Commerciale 1

1330 Commerciale 1160

1330 3990

160

Totale commerciale 1

1330 Totale commerciale 1

1330 3990

Parco acquatico

2230 Parco acquatico474

2230 6690

Totale parco acquatico

2230 Totale parco acquatico

2230 6690

Commerciale 2

1315 Commerciale 2162

1315 3945

Totale commerciale 2

1315 Totale commerciale 2

1315 3945

Ristorante

1150 Ristorante

1150 3450

Totale Ristorante

1150 Totale Ristorante

226

€ 930.029,25

VOLUME COSTO COSTRUZIONE

m mc 358

Albergo piano 2 Albergo piano 3

€26466 1.300,00

€ 10.564.320,00 8126

€ 1.300,00

€ 10.564.320,00

€ 1.463.000,00

€ 1.100,00

€ 1.463.000,00

€ 3.345.000,00

€ 1.500,00

€ 3.345.000,00

€ 1.446.500,00

€ 1.100,00

€ 1.446.500,00

€ 1.380.000,00

€ 1.200,00

€ 1.380.000,00

€ 771.100,00

€ 1.100,00

6690 €6690 1.500,00

162

3945 €3945 1.100,00

226

3450

1150 3450

€3450 1.200,00

Commerciale 3

701 Commerciale 3111

701 2103

701 Totale commerciale 3

701 2103

Ristorante torre 1

95 Ristorante torre 35 1

95 285

€ 285 1.800,00

€ 171.000,00

€ 1.800,00

Ristorante torre 2

95 Ristorante torre 35 2

95 285

€ 285 1.800,00

€ 171.000,00

€ 1.800,00

Sistemazioni esterne

TOTALE COSTI DI COSTRUZIONE

VALORE

3990 €3990 1.100,00

474

Totale commerciale 3

RICAVI

€ 4.965,00 € 167.832,00

fase 2

Albergo piano 1

€ 7.650,00

€ 4.965,00

fase 3

Destinazione d'uso

€ 6.825,00 € 35.100,00

€ 7.650,00

€ 4.965,00 15 € 167.832,00

Totale demolizioni edifici

Asfalto fase 1

€ 6.825,00 15 € 35.100,00 15 € 7.650,00 15

Fase 3

111

2103 €2103 1.100,00

€ 771.100,00 € 171.000,00 € 171.000,00

€ 1.000.000,00

€ 20.311.920,00

RICAVI

RICAVO HOTEL

€

RICAVO ACQUA €PARK

hotel Milan***

75 €

€ entrate

75 €

Hotel sole***

55 €

persone

55 €

Hotel Fiorella***

60 €

totale giorno 60 €

Hotel Umberto ***

63 €

totale anno

63 €

Hotel Olympia***

65 €

spese

65 €

Hotel Alexander*** media n° stanze

Hotel Alexander***

58 €

media

63 €

n° stanze

ricavi hotel

guadagni

€ 10,00 100

totale€ giorno 1.000,00

€ 1.000,00

totale € 120.000,00 anno

€ 120.000,00

spese € 36.000,00

30%

€ 36.000,00

guadagni € 84.000,00

58 €

€ 84.000,00

350

€ 8.048.250,00

63€/giorno

percentuale 50% occupazione € 4.024.125,00

50%

spese

spese 40%

€ 1.609.650,00

40%

guadagno

€ 2.414.475,00

FLUSSI DI CASSA

€

€ entrate € 10,00 persone100

63 €

350

63€/giorno ricavi hotel

percentuale occupazione

RICAVO ACQUA € PARK

30%

€ 8.048.250,00 € 4.024.125,00 € 1.609.650,00 € 2.414.475,00

FLUSSI DI CASSA

ATTUALIZZAZIONE DEI FLUSSI DI CASSA ATTUALIZZAZIONE DEI FLUSSI DI CASSA r

0,05

q= 1 +r

1,05

ANNO

0,05

q= 1 +r

COSTI

1,05

RICAVI ANNO

FLUSSI COSTIDI CASSA

€0

1€ 0

€ 503.817,25

2€ 0

€ 503.817,25 -€ 503.817,25

€ 10.564.320,00

3€ 0

€ 10.564.320,00 -€ 10.564.320,00

€ 3.345.000,00

4€ 0

€ 3.345.000,00 -€ 3.345.000,00

€0

€ 2.414.475,00 5

€ 2.414.475,00 €0

€0

€ 2.498.475,00 6

€ 2.498.475,00 €0

€0

€ 2.498.475,00 7

7 8

€0

€ 2.498.475,00 8

€0

€ 2.498.475,00 9

€0

€ 2.498.475,00 10

€0

€ 2.498.475,00 11

2€ 0

FLUSSO TASSO SCONTATO ATTUALIZZAZIONE

0,952380952 1

1,05 € 0,00

1,1025 -€ 503.817,25 0,907029478 2

FLUSSO SCONTATO

0,952380952

€ 0,00

1,1025 -€ 456.977,10

0,907029478

-€ 456.977,10

1,157625 -€ 10.564.320,00 0,863837599 3

1,157625 -€ 9.125.856,82

0,863837599

-€ 9.125.856,82

4€ 0

1,21550625 -€ 3.345.000,000,822702475 4

1,21550625 -€ 2.751.939,78

0,822702475

-€ 2.751.939,78

1,276281563 € 1.891.804,34

0,783526166

€ 1.891.804,34

€ 2.498.475,00 6 1,340095641 € 2.498.475,000,746215397 6

1,340095641 € 1.864.400,51

0,746215397

€ 1.864.400,51

€ 2.498.475,00 €0

€ 2.498.475,00 7 1,407100423 € 2.498.475,00 0,71068133 7

1,407100423 € 1.775.619,54

€ 2.498.475,00 €0

€ 2.498.475,00 8 1,477455444 € 2.498.475,000,676839362 8

€ 2.498.475,00 €0

€ 2.498.475,00 9 1,551328216 € 2.498.475,000,644608916 9

€ 2.498.475,00 €0

€ 2.498.475,00 10 1,628894627 € 2.498.475,000,613913254 10

1,477455444 € 1.691.066,23 1,551328216 € 1.610.539,26 1,628894627 € 1.533.846,92

0,71068133

€ 1.775.619,54 € 1.691.066,23

0,644608916

€ 1.610.539,26

0,613913254

€ 1.533.846,92

€ 2.498.475,00 11 1,710339358 € 2.498.475,000,584679289 11 € 2.498.475,00 12 1,795856326 € 2.342.015,000,556837418 12

1,795856326 € 1.304.121,59

0,556837418

€ 2.498.475,00 13 1,885649142 € 608.643,00 0,530321351 13

1,885649142 € 322.776,38

0,530321351

€ 322.776,38

€ 4.782.520,00 -€ 2.284.045,00

€ 2.498.475,00 14 1,979931599 -€ 2.284.045,000,505067953 14

1,979931599 -€ 1.153.597,93

0,505067953

-€ 1.153.597,93

€ 2.498.475,00 €0

€ 2.498.475,00 15 2,078928179 € 2.498.475,000,481017098 15

2,078928179 € 1.201.809,19

0,481017098

€ 1.201.809,19

€ 2.498.475,00 12 € 2.498.475,00 13

€ 1.889.832,00 € 608.643,00

€ 4.782.520,00

€ 2.498.475,00 14

€0

€ 2.498.475,00 15

1,710339358 € 1.460.806,59

0,676839362

€ 2.498.475,00 €0 € 156.460,00 € 2.342.015,00

€ 156.460,00 € 1.889.832,00

0,584679289

€ 1.460.806,59 € 1.304.121,59

€ 15.000.000,00

€ 10.000.000,00

€ 5.000.000,00

€-

€1

€ 1.120.207,65 somma flussi 2

POSITIVO € 1.120.207,65 IN 13 ANNI

5 € 1.168.418,91 16somma 27 flussi 338

49POSITIVO 10 5 € 1.168.418,91 11 6 ANNI 12 7 IN 15

13 8

-€ 5.000.000,00

-€ 10.000.000,00

-€ 15.000.000,00

10 5

11 6

12 7

13 8

14 9

10 15

COSTI

RICAVI 12 13 14 15 FLUSSO SCONTATO

RICAVI

€ 15.000.000,00

€ 10.000.000,00

€ 5.000.000,00

€ 5.000.000,00 somma flussi 1

€-

1,05 € 0,00

3€ 0

€ 15.000.000,00

FLUSSI DI CASSA TASSO ANNI ATTUALIZZAZIONE

1€ 0

€ 2.414.475,00 5 1,276281563 € 2.414.475,000,783526166 5

€ 15.000.000,00

ANNI RICAVI

€ €0 0,00

€ 797.431,27 somma flussi 1

€-

somma flussi 2

1 somma 2 flussi 33

-€ 5.000.000,00

-€ 10.000.000,00

-€ 15.000.000,00

COSTI POSITIVO IN 12 ANNI

POSITIVO € 797.431,27 IN 12 ANNI

COSTI

POSITIVO IN 13 ANNI RICAVI 14 9POSITIVO 10 15 IN 15 11ANNI 12 13 14 15 FLUSSO SCONTATO

RICAVI FLUSSO SCONTATO

-€ 15.000.000,00 ANNI PRIMA FASE

3 ANNI 4

PRIMA FASE

SECONDA FASE

TERZA FASE

10 6

11 7

12 8

13 9

14 10 15 11

FLUSSO SCONTATO

For the design of the new town center of Rosolina Mare new buildings have been shaped, inspired by the shape and the direction of the sand dunes present in area . Much of the area has been devoted to an urban public park and the water tower has been redesigned, covering the top with perforated panels that evoke the movement of waves.

Location: Padova, ex military zone.

Cohousing

The project aims at the rehabilitation of the former military zone located in Padova which lies between the medieval city walls and the Porta Savonarola . The systematic conversion of the state property is through the construction of three areas; exhibition / commercial, university and cohousing.

Studenti:

Gruppo nÂ°2 S

Location: Lido, Venezia.

Inside the existing military area, near the Mose it has been decided to place a center of attraction considering the territorial structure / architectural elements that make up the Lido North.

An aquarium for Lido

QUANTIFICAZIONE DELL’ENERGIA RICHIESTA E SUO PROFILO TEMPORALE

DISPOSIZIONE DELL’U.T.A. E PASSAGGIO DEI CANALI DI AERAZIONE (DISPOSIZIONE A)

AMBIENTI Vediamo dal grafico come l’andatura dei consumi energetici (Qd, Qv e Qtot) col cambiare delle temperature mensili, varia da una richiesta massima di 271 KW (richiesta di calore), scende a una richiesta minima di -43 KW (richiesta di raffrescamento), per poi risalire. I ricambi d’aria rimangono costanti lungo tutto il periodo dato che non dipendono dalla temperatura dentro e fuori dall’edificio.

300000

Qd (W) Qv (W) Ricambi aria (mc/h) Qtot (W) 225000

150000

75000

PIANO TERRA

PIANO PRIMO -75000 Gennaio

Febbraio

Marzo

MESE Gennaio Febbraio Marzo Aprile Maggio Giugno Luglio Agosto Settembre Ottobre Novembre Dicembre

Aprile

Maggio

Qd (W) 82.856 52.847 37.843 46.669 42.918 24.163 12.910 1.656 -10.921 15.337 34.092 64.100

Giugno

Luglio

Agosto

Settembre

Qv (W) Ricambi aria (mc/h) 188.054 21996 127.877 21996 97.788 21996 45.133 21996 37.611 21996 0 21996 -22.567 21996 -45.133 21996 0 21996 52.655 21996 90.266 21996 150.443 21996

Ottobre

Novembre Dicembre

Qtot (W) 270.910 180.724 135.631 91.802 80.529 24.163 -9.657 -43.477 -10.921 67.992 124.358 214.544

DISPOSIZIONE DELL’U.T.A. E PASSAGGIO DEI CANALI DI AERAZIONE (DISPOSIZIONE B)

VASCHE Sulla base dei calcoli effettuati, vediamo in forma schematica come, nel caso invernale dove la T media all’interno degli alloggi è 20°C, la richiesta di acqua fredda da parte delle vasche costitisce il 61% della richiesta totale.

Inverno (20°C)

H2o Fredda (W) H2o Calda (W) 23.736 -15.225

39%

61%

Nel caso estivo dove la T media all’interno degli alloggi è 26°C, la richiesta di acqua fredda da parte delle vasche costitisce il 95% della richiesta totale.

Estate (26°C)

H2o Fredda (W) H2o Calda (W) 1.380 -27.211

PIANO TERRA

PIANO PRIMO

95%

LEGENDA

FONTE DI ENERGIA UTILIZZATA

Canale principale U.T.A. mod. 45-30 (1,45 x 1, 5 m) Canale principale U.T.A. mod. 40-25 (1,00 x 1,5 m)

DIMENSIONAMENTO U.T.A.

U.T.A. mod. 45-30

U.T.A. mod. 40-25

Diramazione canale U.T.A. mod. 45-30 Diramazione canale U.T.A. mod. 40-25

Per dimensionare l’ UTA che servirà per riscaldare, raffreddare e far circolare l’aria all’interno dei nostri ambienti, calcoliamo la portata che questa deve avere con la formula m= (Qtot / Densità dell’aria * differenza di DIMENSIONAMENTO U.T.A. temperatura * T aria) e trasformiamo il tutto in mc/h moltiplicando per 3600. Sulla base del risultato decidiamo di utilizzare due tipi di U.T.A. modello Vulcan 45-30 e modello Vulcan 40-25. Considerando quindi che la loro portata massima garantisce il raffrescamento o riscaldamento degli ambienti

Portata richiesta U.T.A.1 U.T.A.2

DIMENSIONAMENTO DIMENSIONAMENTO U.T.A. U.T.A. Potenza U.T.A. (mc/h) Canale (mq) m (mc/h) v (m/s) Grandezza U.T.A. 80.869 47000 2,18 6 45-30 mod. Sab. 1,57 34000 6 40-25 mod. Sab.

DISPOSIZIONE DEGLI IMPIANTI DI FILTRAGGIO, MANDATA E RITORNO DELL’ACQUA CALDA E FREDDA NELLE VASCHE

TABELLA TEMPERATURA CONFORT TERMICO DIMENSIONAMENTO FILTRAGGIO VASCHE Per dimensionare il diamentro dei condotti che serviranno per portare e asportare acqua calda o fredda dalle vasche posizionate nell’edificio, consideriamo la somma dei valori positivi e di quelli negativi calcolati in precedenza. Sulla base di questi, con la formula m= (Qtot / Densità dell’acqua * differenza di temperatura * T acqua) e trasformiamo il tutto in l/h moltiplicando per 3600. Il canale che trasporterà acqua calda avrà un diametro di 42 cm dato che la velocità al suo interno dell’acqua sarà di 1 l/s, mentre quello che trasporta acqua fredda sarà di diametro 45 cm.

PIANO TERRA

PIANO PRIMO

LEGENDA

DIMENSIONAMENTO CANALI RICAMBIO ACQUA m (l/h) v (l/s) Canale (mq) Diametro (m) -2.340 1 0,65 0,45 2.041 1 0,57 0,42

Condotto mandata e ritorno acqua fredda Condotto mandata e ritorno acqua calda

Attacchi al miscelatore della vasca

Risalida condotto principale acqua calda Risalida condotto principale acqua fredda

Portata richiesta (-) Portata richiesta (+)

SCALA METRICA

10 m

SOLEGGIAMENTI STAGIONALI

Equinozio Primavera - 20 Marzo

TABELLA TEMPERATURA MEDIA GIORNALIERA PER MESE

Solstizio Estate - 21 Giugno

Equinozio Autunno - 22 Settembre

Solstizio Inverno - 21 Dicembre

Pianta Copertura - scala 1:500

Sezione C-C’ - scala 1:200

C’

D’ Sezione D-D’ - scala 1:200

D 4

Pianta Piano Terra - scala 1:200

Sezione C-C’ - scala 1:200

Vista 4 - scala 1:200

C’

D’

Sezione D-D’ - scala 1:200 Sezione D-D’ - scala 1:200

Sezione C-C’ - scala 1:200

Location: Silandro, Trentino Alto Adige Year: 2014 - 2015

S2020

Architectur competition SCHLANDERS 2020 townscape design. _1*price

The basic idea for the redevelopment of public spaces of the town of Silandro is redefining the decking in public spaces. This new common foundation is subtracted from a mainly technical use and becomes the â&#x20AC;&#x2DC; common ground, hosting and enhancing the diversity of individuals in communion with the historical context and landscape.

Location: 56th International Art Exhibition, Venezia, Arsenale Year: 2015 Slovenian pavilion

UTTER /

The Violent Necessity For The Embodied Presence Of Hope

Jaša

Development of the external facades MDF making up the wrapper. (Open doors)

The project “Utter / The Violent Necessity for the Embodied Presence of Hope” focuses on three major themes − resistance, collaboration, and hope that are accomplished by a longterm coexistence of a group of artists within an architectural shell, the co-creation of repetitive performative actions, and the production of harmonic moments. The project involves a spatial installation in a given space, an architectural drawing as a reflection of thoughts, the integral experience of an artwork, a long-lasting performance as a reflection of the necessity of believing in change here and now.

Location: London, UK

The project focuses on a existing house extension and renovation. A new roof has been done as well as all the fixtures. The house is a private property located in South-West London.

Front Elevation

Private house

Fiberglass

Velux

Fiberglass

Velux

Existing roof

Master Bedroom CH=2,40

Corridor CH=2,60

Eaves / storage

Junior Bedroom CH=2,60

Studio CH=2,74

Kitchen CH=2,60

Corridor CH=2,61

Front Elevation

Not surveyed

SECTION A-A' Scale 1:50 (meters)

N 1ST Paolo Sabbadin | Architecture Office

CH=2,00

Section CC CH=2,40

162 Tranmere Road 158 Tranmere Road

RVP

158 Tranmere Road

Eaves / storage

80 120

King 150x200

RAD

Master Ensuite

74 204

Front Garden

74 204

RAD

Bathroom CH=2,60

Master Bedroom CH=2,40 Section B-B'

100 100

7.62

Section B-B'

Rear Garden

Eaves / storage WM / TD

67 204

Junior Bedroom CH=2,60

67 204

Section A-A'

RAD

158 Tranmere Road

158 Tranmere Road 154 Tranmere Road

Chimney breast

Section CC

154 Tranmere Road

SECOND FLOOR Scale 1:50 (meters)

N 1ST

PS AO

Paolo Sabbadin | Architecture Office 29 C Eastlake Road SE5 9QJ London

1. This drawing remains copyright of PSAO Ltd and may not be reproduced or copied without consent in writing. 2. Do not scale drawing use figured dimensions only. Drawing errors and omissions to be reported to the architect. 3. All dimensions to be checked on site by the contractor and such dimensions to be their responsibility. 4. Read in conjunction with all relevant structural and mechanical & electrical engineers drawings.

Tender Drawings

- 09.11.18 Issued for comments

TD_03 PROPOSED SECTION A-A' PS

Chimney breast

CH=2,40

CH=1,40

162 Tranmere Road

- 09.11.18 Issued for comments

Tender Drawings

29 C Eastlake Road SE5 9QJ London info@psao.co.uk

Timber fence

PS AO

TD_02 PROPOSED FLOOR PLAN

scale 1:50@A3

D_2

Specification:

12. 13. 14. 15.

7 6 5

16.

4 3

17.

2 1

NOTES: Insulation: All insulation to be closely butted together. Gaps to be filled and joints sealed in accordance with manufacturers recommentation. Continuity of insulation to be ensured at all junctions. Vapour control layer: All junctions, joists and penetrations sealed with proprietary air tightness products from the Pro Clima range. Rooflight: Setting out of rooflight to be agreed on site.

19 18

16 15 13

D_4

Plasterboard Timber joist to Engineer's detail Timber firings to create 1% fall Plywood sheeting Vapour control layer 40mm Kingspan adhered to ply in accordance with manufacturer's recommentations. Note: no fixing to penetrate 25mm Kingspan Rubber roof fully adhered to insulation Existing clay ridge tile retained and refitted in mortar bed New clay tiles to match existing New reconstituted slates to match existing 25x50mm battens 38x38mm counter battens Breather membrane stapled to rafters Joists to Engineer's detail 150mm Kingspan fitted below rafters Steelwork to Engineer's detail. With 60 min fire proofing

7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17.

8 14 13

9 6

9 10

11 12 13

8 7

7 17

D_7

13 12

3 4

7 6

4 3

7 5

1ST

Section CC

CH=2,00

162 Tranmere Road

- 09.11.18 Issued for comments

DD_01 TYPICAL DETAILS

Tender Drawings

CH=1,40

29 C Eastlake Road SE5 9QJ London info@psao.co.uk

CH=2,40

Paolo Sabbadin | Architecture Office

PS AO

CH=2,40

scale 1:20@A3

162 Tranmere Road

158 Tranmere Road

158 Tranmere Road SVP

1 2

Eaves / storage

RVP

1 2

SVP

King 150x200

80 120

Master Ensuite

UFH

74 204

Front Garden

100 100

7.62

Section B-B'

SD 13

Rear Garden

UFH 67 204

Junior Bedroom CH=2,60

1 1

Section A-A'

158 Tranmere Road

2 67 204

WM / TD

INT

Eaves / storage

Bathroom CH=2,60

Master Bedroom CH=2,40

Section B-B'

RAD

Section A-A'

RAD

158 Tranmere Road 154 Tranmere Road

Timber fence

Section CC

154 Tranmere Road

Exit flue boiler Stub-stack with air admittance valve SVP RWP SVP RWP Cold feed

UFH

Chimney breast

13. 14.

74 204

10. 11. 12.

Specification: 1. 2. 3. 4. 5. 6.

Chimney breast

Reconstituted slate to match the existing main roof 25x50mm battens and 38x38mm counter battens Breather membrane 70mm Kingspan over joists and 70mm between joists Joists to Engineer's detail Lead flashing Steelwork to Engineer's detail Double glazed fixed flat skylight with extruded aluminium profile, thermally broken factory glazed with a argon filled and soft coat low E insulating glass unit. Supplied and installed by main contractor on isulated upstand to 3 sides and directly to wall on 1 side. 60mm foam with 9mm ply either side to form upstand Existing wall Plasterboard Insulated plasterboard (12.5mm plasterboard + 50mm insulation). Boards butted tightly together and all gaps/junctions filled with expanding foam. Packer Fill void with expanding foam

RAD

3. 4. 5. 6. 7. 8.

1 2

Specification: 1.

12. 13. 14. 15. 16. 17. 18. 19. 20. 21.

6. 7. 8. 9. 10. 11.

21 9 8 10

100mm Concrete block London buff stock brickwork Cavity full filled with insulation Pre cast Concrete capping 50mm Kingspan insulation between joist/firings Stepped DPC Steel/lintel to Engineer's detail Cavity closer Plasterboard Timber joist to Engineer's detail Timber firings cut to fall with ply screwed over Vapour control layer 120mm Kingspan fixed to ply rubber roof fully adhered to insulation box gutter to falls formed with ply and firings, with 50mm kingspan over. Additional kingspan insulation below 25mm Kingspan insulation to inside of parapet with membrane turned up and over Aluminium framed double glazed unit with argon fill and warm sdge spacers. Laminated glazing to comply with part N. RAL colour outside inside. Supplied and installed by main contractor.

RAD

9. 10. 11.

D_5

Specification: 1. 2. 3. 4. 5.

3. 4. 5. 6. 7. 8.

Plasterboard 50x50mm battens to form service cavity filled 50mm insulation Vapour control layer Timber studs to form frame 140mm insulation between 18mm sarking board 38mm cavity formed with 38x38mm timber battens 18mm ply Zinc profile on separation membrane Timber framed double glazed unit with argon fill and warm edge spacers Insect mesh New reconstituted slates to match existing 25x50mm battens 38x38mm counter battens Breather membrane stapled to rafters Joists to Engineer's detail 150mm Kingspan fitted between rafters 37.5 Kingspan fitted below rafters Softwood timber cill Zinc flashing/cill

1. 2.

DRAINAGE: ALL NEW BATHROOM & KITCHEN DRAINAGE PIPEWORK TO BE CONNECTED TO THE EXISTING MANHOLE ROUTE OF DRAINAGE PIPES ON THIS DRAWING IS SCHEMATIC

SECOND FLOOR

Location: London, UK

The project focuses on a house extension and renovation, The house is a private property located in South-East London.

Private house

NOTES

1_This drawing remains copyright of PSAO L may not be reproduced or copied without con writing. 2_Do not scale drawing use figured dimension Drawing errors and omissions to be reported architect. 3_All dimensions to be checked on site contractor and such dimensions to be responsibility. 4_Read in conjunction with all relevant structu mechanical & electrical engineers drawings. 5_All work must comply with relevant British Sta and Building Regulations requirements.

B Entrance mat fitted flush, metal trim all around.

Victorian door

Square tiles, 20x20

Mini dynamic canal

98_LR_320

A Steel beam on PW, Padstone 540x100x215 mm DEEP

0.5 m

New Radiator

Washing Machine

TV 55'

Shoes +Jackets

Mirror

Megaflow

Fuse Board

Fridge Freezer 910x670 mm

Over Microware

Over Lamona Arroscia Water Tap, Microware Howdens

Water Softener Tall Unit

Lamona Easton 1.5 Bowl Inset Stainless Steel Kitchen Sink, Howdens

100 Lilford Rd 98 Lilford Rd

G.T. Hallway CH=2.62

DG.02

90 205

Storage

80 205

Bike hook

UC 203x203x46 box frame column under

90 210

70 210

DG.0

Entrace to 98 Lilford Road

DG.04

DG.03 70 210

98_LR_300

98_LR_310

d Ro Lilfor

Tall Unit

Dishwasher

50 160

Sink Boiling Tap Front Room CH=2.62

Windows TBC Shutters to be kept

Wine Fridge

Bi-fold doors + entrance door

Hob (Induction) Future Gas Extractor

UC 203X203X60 Steel beam on padstones (left) and portal frame (right)

Tall Unit

+17.70 +17.70

Middle Room CH=2.62

DG.07

Kitchen CH=2.45 Polished Concrete UFH

85 160

New Georgian Radiator

+17.70

225 325

Backyard

DG.05

110 200

50 160

98_LR_310

PET FLAP

NOTES

98 Lilford Rd 96 Lilford Rd

Gas Burner

Fire Place 39 Iron Grey Steel Corner Model

Media/AV

UC 203X203X52 Steel beam on padstones

Antique Chest

Vinyls shelves

Padstone 540x100x215 mm DEEP

Crittal doors FD30

SVP to future LOFT

Internal insultation

0.5 m / Partition

Bi-fold doors 3 panels UC 203x203x46 box frame column under

A TENDER -

Paolo Sabbadin Architecture Office

Brick tiles + Pointing

Fence H: 1.75

Brixton,London info@psao.co.uk www.psao.co.uk/

98 LILFORD ROAD LONDON SE5 9HR Title

GROUND FLOOR PLAN

98 Lilford Rd

100 Lilford Rd

ALL TEMPORARY WORKS TO BE CONTRACTORS DESIGN PORTION

98 Lilford Rd

96 Lilford Rd

ALL MECHANICAL AND ELECTRICAL INSTALLATIONS TO BE CONTRACTORS DESIGN PORTIONS

ALL FLOORS, WALLS AND CEILINGS TO BE LEVELED.

23.08.2019

Scale

1.25 @ A1

Drawn

Status

TENDER

Authorised

Proj No

Drg No

98_LR

98_LR_100

FFL

FFL Windows to be removed

Windows to be removed

Internal insultation

Partition to be removed

FFL FFL

Bedroom 2

Internal insultation / Partition

UC 203X203X60 Steel beam on padstones (left) and portal frame (right)

Fixed Glazing

New carpert

Internal insultation Coping stone

GFGT-03

REAR ELEVATION

FFL

PFC 125x65 supported on engineering brick at both ends

37,5

NOTES

Tall Unit

Sink Boiling Tap

Lamona SNK1420 Round Single Bowl Inset Stainless Steel Kitchen Sink, Howdens

Hob (Induction) Future Gas Extractor

6 Drawers

1_This drawing remains copyright of PSAO Ltd and may not be reproduced or copied without consent in writing. 2_Do not scale drawing use figured dimensions only. Drawing errors and omissions to be reported to the architect. 3_All dimensions to be checked on site by the contractor and such dimensions to be their responsibility. 4_Read in conjunction with all relevant structural and mechanical & electrical engineers drawings. 5_All work must comply with relevant British Standards and Building Regulations requirements.

Dishwasher

GFGT-02

0.5 m

Internal insultation / Partition

Brick tiles + Pointing

Crittal doors

GFGT-01

FRONT

FFL

SECTION Fridge Freezer 910x670 mm

Over Microware

Lamona Arroscia Water Tap, Howdens

Water Softener Tall Unit

Lamona Easton 1.5 Bowl Inset Stainless Steel Kitchen Sink, Howdens

Tall Unit

Vario wine climate cabinet 400 series fully integrated, with glass door Niche width 45.7 cm, Niche height 213.4 cm

Open Shelving LED

6 Drawers

Flat Channel Open Shelving LED

31,1

Water Cylinder

100

FFL

GFGT-02 Lamona Arroscia Water Tap, Howdens

Dishwasher

Sink Boiling Tap

6 Drawers

2 Drawers

DG.03

70 210

Lamona Easton 1.5 Bowl Inset Stainless Steel Kitchen Sink, Howdens 85

190

213,9

GFGT-01

DG.03

SECTION

A TENDER

Concrete Fuse Board

Water Cylinder

Fridge Freezer 910x670 mm

Over Microware

Fuse Board

Over Microware

42,3

Fridge Freezer 910x670 mm

Over Microware

97,6

Over Microware

Lamona Arroscia Water Tap, Howdens

Water Softener Tall Unit

Lamona Easton 1.5 Bowl Inset Stainless Steel Kitchen Sink, Howdens 120

124,3

GFGT-02: Wall Hung Small Cloakroom Basin

FOR INFORMATION

23/08/2019

Revision

Date

Paolo Sabbadin Architecture Office

GFGT-03: Wall mirror with light. (60x90)

Paolo Sabbadin Architecture Office

63,5

Wall Tiles: 3.5 sq mt

120

Brixton,London info@psao.co.uk www.psao.co.uk/ 67,5

45,7 45,6

Lamona SNK1420 Round Single Bowl Inset Stainless Steel Kitchen Sink, Howdens

Sink Boiling Tap

BATHROOM

Vario wine climate cabinet 400 series fully integrated, with glass door Niche width 45.7 cm, Niche height 213.4 cm

Title

158,8

63,5

Tall Unit

Hob (Induction) Future Gas Extractor

Dishwasher

98 LILFORD ROAD LONDON SE5 9HR

Tall Unit

Vario wine climate cabinet 400 series fully integrated, with glass door Niche width 45.7 cm, Niche height 213.4 cm

Sink Boiling Tap

6 Drawers

Open Shelving LED

23/08/2019

Revision

A TENDER

GFGT-01: Water Closet + External Cistern

FOR INFORMATION

41,5

32,1

Water Cylinder

Dishwasher

Tall Unit

KITCHEN

Date

23.08.2019

Scale

1.20 @ A1

Drawn

Status

TENDER

Authorised

Proj No

Drg No

SECTION CC Rev

Date

GROUN

FLOOR

Date

Windows to be removed Partition to be removed

Fuse Board

23/0

FOR INFORMATION

Revision

98_LR_320

Steel beam on PW/Padstone 540x100x215 mm DEEP

Boiler Manifold UFH

-25cm (FFL to be flush with rear patio BC)

1_This drawing remains copyright of PSAO Ltd and may not be reproduced or copied without consent in writing. 2_Do not scale drawing use figured dimensions only. Drawing errors and omissions to be reported to the architect. 3_All dimensions to be checked on site by the contractor and such dimensions to be their responsibility. Oper 4_Read Shelving in conjunction with all relevant structural and mechanical & electrical engineers drawings. 5_All work must comply with relevant British Standards and Building Regulations requirements.

2_Do not s Drawing er architect. 3_All dime contractor responsibilit 4_Read in mechanical 5_All work m and Building

C Chimney stack

100 Lilford Road

Internal insultation Bedroom 1

Corridor/Staircase

New carpert

Juliet balcony

Bedroom 2

Bathroom CH=2.40

FFL

Flemish Brick Bond

UC 203X203X52 Steel beam on padstones FFL Bike hook

Internal insultation UC 203x203x46 box frame higher level beam

Shoes +Jackets

New floor

Boundary brick wall

Boundary brick wall Living Room 1 CH=2.62 Kitchen CH=2.45 Washing Machine

A TENDER -

FFL

FOR IN

Revision

FFL

P Ar

FFL

UC 203x203x46 box frame ground beam embedded in Mass concrete footing denotes new mass concrete strip footing (W) 500 x (D) 600 mm with encased steel beam

9 L Title

Date Scale Drawn Status

SECTION BB

Authorised Proj No

98_LR Windows to be removed Carpet to be removed

Partition to be removed

FFL

NOTES

FFL Partition to be removed

FFL

Partition to be removed

FFL Windows to be removed

Windows to be removed

Partition to be removed

FFL

SECTION AA

1_This drawing re may not be repro writing. 2_Do not scale d Drawing errors an architect. 3_All dimensions contractor and responsibility. 4_Read in conjun mechanical & elec 5_All work must c and Building Regu

REAR ELEVATION

Chimney stack

100 Lilford Road Re-Tiling TBC

Carpet to be removed Windows to be removed Carpet to be removed

FFL

Partition to be removed

FFL

Partition to be removed

Bedroom 1

Partition to be removed

Floor to be removed

Bedroom 3

Floor to be lowered

FFL

FFL FFL

New carpert Skylight

Fixed Glazing

SECTION BB

FFL

Coping stone UC 203X203X52 Steel beam on padstones Double rafters (typical)

Vinyls shelves Bike hook

UC 203x203x46 box frame higher level beam

TV 55' New floor Living Room 1 CH=2.62

Boundary brick wall

A TENDER

Kitchen CH=2.45

FOR INFORM

Revision

Pao Archit

FFL

UC 203x203x46 box frame ground beam embedded in Mass concrete footing denotes new mass concrete strip footing (W) 500 x (D) 600 mm with encased steel beam

SECTION AA

98 L LON Title

Date

23.

Scale

1.25

Drawn

Status

TEN

Authorised

Proj No

98_LR

Location: Merchant Square, London. Year: 2016 - 2017

London Floating Pocket Park.

The 730 sqm park provide a green â&#x20AC;&#x153;oasisâ&#x20AC;? of public space on the canal. Is divided into three areas: an events and installations venue with a pergola, an common main area and a floating reserve for wildfowl. The main area has lawns, multi-stemmed Tibetan cherry trees, borders for flowers such as irises and alliums in spring and summer and scented flowering shrubs in winter as well as seating and walkways over the water.

Photo

Visual

Location: John Lewis, 300 Oxford Street, London.

The 200 real living pine trees covered at the base by material present in the undergrowth such as bark and branches, have been arranged in various irregular groups to allow for a different view from every angle, but a continuousness of similar elements. The strongest contrasting element is the view from the roof (we are on the 6th floor) with, by choice, must not result the key determinant of the project.

Year: 2016

Pop-up winter garden.

Visual

Winter garden Layout

Location: Regents Place, London.

â&#x20AC;&#x153;Using Origami shapes and Pop Colour we devised a series of seating, planters and combi planter seating throughout the space. Working carefully to avoid causing congestion we looked at the impact the scheme would have from all view pointsr. Low maintenance plants were chosen for bold leaf colour and we clad the planter units in hard wearing, colourful artificial turf to encourage people to look, touch and feel the installation.â&#x20AC;?

Year: 2017

Origami Planters

D Assembly Plan - plywood cladding

D Dp1

Then bent to form the right angle with 12 mm plywood pieces to be attached together with small flexible joints. themm adjacent pieces. 12 plywood pieces to be attached Then bent to form the right angle with 3D Then 45x45mm frame will be the adjacent timber pieces. together with small flexible joints. Then 45x45mm frame timber will be attached. attached. Then bentD2 to form the right angle with The framework for the benches and for the adjacent pieces. D1 the planters will be built separately and The framework thetotimber benches then fixed the base. Then 45x45mm for frame willand be for the planters will BLUE be artificial builtgrass separately and will be fixed attached. the plywood with staples. then fixed to thetobase. 95x20 mm cedar will be fixed on The framework for benches and for top ofthe the grass to clad the bench seats. BLUE artificial grass will be fixed the planters will be built separately and to thefixed plywood staples. then to thewith base. Dp1

D6 D7

2 D

Db1

2 D

D10

D1 Db1

Dp1

Dp2

95x20artificial mm cedar willwill bebe fixed on BLUE grass fixed topthe of plywood the grasswith to clad the bench seats. to staples.

D10 D1

Db1

95x20 mm cedar will be fixed on Studio 3.09 Vox Studios top of the grass to clad the 1-45 bench seats. E7 Durham Street

D10

Dp1

D0 BASE

Vauxhall London SE11 5AP Garden Club London Ltd www.gardenclublondon.co.uk

D10

Db1

Project Title

Origami Regent's Place

Dp2 D7

Dp2

Client

British Land Sheet Title

Development example.

D10

Dp2

D5 D4

Dp1

Dp2

Cladding assembly - D

Drawn By

Assembly Plan - plywood cladding D1

D0 BASE

3Dpieces to be attached 12 mm plywood E D

7 together with small flexible joints. Assembly Plan - plywood cladding

Dp1

Dp2

D10

Dp1

2 D

Client

Origami Regent's Place British Land

Cladding assembly - D British Land DrawnTitle By Sheet

Checked By

Date Rev

1:25 @ A3 FD Scale Rev

Date

1:25 @ A3

D10 Dp2

D6 Dp2

Dp D3 1

Rev

D10

Db1 Db1

TW Sheet No.By Checked

11/05/2017 Date

Date

RPG_D02 TW

Sheet No. Description

11/05/2017

RPG_D02

Description

Rev

FD Cladding assembly - D Scale By Drawn

Dp2

Dp D9 1

Dp1

3F 95x20 mm cedar will be fixed on top of the grass to clad the bench seats. 0

Dp1

Dp2

Dp1 D7

RPG_D02

Description

Sheet Title Client

Date

Project Title

95x20 artificial mm cedar willwill be be fixed on BLUE grass fixed topthe of plywood the grass with to clad the bench seats. to staples.

Rev

Garden Club London Ltd Origami Regent's Place www.gardenclublondon.co.uk

2 3D D Db1

D10 Dp1

D5 D4

D10D3 D4

D7 D5

Dp2

Db1

Sheet No.

11/05/2017

Studio 3.09 Vox Studios NL 1-45 Durham Street Vauxhall D3 London SE11 5AP Studio 3.09 Vox Studios Garden Club London Ltd 1-45 FOR MANIFACTURE Durham Street www.gardenclublondon.co.uk Vauxhall Project Title London SE11 5AP Dp1

This document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Garden Club London was comissioned. Garden Club London accepts no responsibility for this document to any party other than the person by who it was comissioned.

Then bent to form D10 the right angle with themm adjacent pieces. 12 plywood 3Dpieces to be attached Then 45x45mm frame timber will be together with small flexible joints. Dp2 attached. Then bent to form theDright angle with 7 D10 the adjacent pieces. The framework for the timber benches Then 45x45mm frame willand be for D6 Dp2 will be built separately and the planters attached. 7 then fixed to the base.D The framework for the benches and for D6 BLUE artificial grass will be fixed the planters will be built separately and to thefixed plywood staples. then to thewith base.

D10

D2 D8 D8

D5 D4

Checked By

Date

1:25 @ A3

Rev

Scale

D0 BASE

Dp1

D10

Dp2

D10

Db1

D10

Dp2

D10

D6 D7

12 mm plywoodDpieces to be attached

together with small flexible joints. Assembly Plan - plywood cladding Assembly Plan - plywood cladding

Dp1

Dp2

D10 D8

FOR MANIFACTURE

D0 BASE

Studio 3.09 Vox Studios 1-45 Durham Street Vauxhall London SE11 5AP Studio 3.09 Vox Studios Garden Club London Ltd 1-45 Durham Street Vauxhall www.gardenclublondon.co.uk Project Title London SE11 5AP

E7 D

D0 BASE

D5 D4

D3 D4 D3 D4

1 Db

D10

Dp2

Project Title

Client

Origami Regent's Place British Land

D6 Dp2

Client Title Sheet

British Land Cladding assembly - D Sheet Title Drawn By 3F

D9 Dp 1

Dp1

D1 D2

Planting area design specification.

Rev

Checked By

Cladding assembly - D FD Drawn By Scale

Dp1

Garden Club London Ltd Origami Regent's Place www.gardenclublondon.co.uk

1 Db

D10

D5 D4

D2 D2

FOR MANIFACTURE

Rev Date

FD @ A3 1:25 Scale Rev

Date Date

1:25 @ A3 Rev

Date

TW Checked Sheet No.By

11/05/2017

TW RPG_D02

Sheet No. Description

11/05/2017

RPG_D02

Description

FOR MANIFACTURE This document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Garden Club London was comissioned. Garden Club London accepts no responsibility for this document to any party other than the person by who it was comissioned.

Sitting area design specification.

Step and brick patio area detail Scale 1:8

Concrete slab detail Scale 1:8

10mm Tile adhesive

150mm concrete base 215

215

Vande Moortel 'Ebony' bricks 215x52x70mm (LxWxH)

70 10 70 10

Location: Islington, London

This garden comes as an expansion of the house. The kitchen & living room area are â&#x20AC;&#x153;connectedâ&#x20AC;? to the garden through brick paving which lies right behind a big window screen. On customer request, a trampoline fits in this small area. If not required in the future, this can then be designed to become a decking platform. The floating bench is also designed as a feature, enlightened from below it gives you the idea of continuity above the brick step. Reinforcement mesh

10 mm gaps - Kiln dried paving sand

Year: 2019

30mm layer - Sharp sand

Islington Private Garden

Geotextile membrane layer

100mm sub-base layer - MOT tipe 1

Compacted ground

Geotextile membrane layer

20mm layer -Mortar bed composed by cement and sand

Compacted ground

Strip light - bench detail Scale 1:1

Brick paving garden area detail Scale 1:4 10 mm gaps - Kiln dried paving sand 215

Bench clad, Iroko boards (140x20mm) Bench frame (19x25mm)

Bench frame (4'x2') Vande Moortel 'Ebony' bricks 215x52x70mm (LxWxH) 23

LED strip light.

30mm layer - Sharp sand 15

Linear steel profile

100mm sub-base layer - MOT tipe 1

'Ebony' bricks step Geotextile membrane layer

Compacted ground Steel rigid profile - 65mm edging Spiral steel securing spike (at regular interval) Garden Club London Ltd Studio WG06 Vox Studios 1-45 Durham Street Vauxhall London SE11 5AP www.gardenclublondon.co.uk FOR INFORMATION:

Sheet No.

Portfolio 3

Sheet Title

Portfolio detail

Project Title

Client

32 Devonia Road, N18JH

Scale

Heather Briant & Jeffrey Veen

1:10/20@ A3

Drawn By

Date

Rev

Checked By

08-04-19

this document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Garden Club London was comissioned. Garden Club London accepts no responsibility for this document to any party other than the person by who it was comissioned.

Bench profile & construction detail. Visual - night scene

Rodgersia aesculifolia

Hakonechloa macra

Dicksonia antarctica

Asarum europaeum

Soleirolia soleirolii

Planting plan

Hakonechloa macra 1

Fatsia japonica 3

Epimedium niveum 9

Soleirolia soleirolii 3

Blechnum Spicant 1

Dicksonia antarctica

Dryopteris erythrosora

Actaea simplex 'Brunette'

Hakonechloa macra

Quercus ilex - pleached

Polystichum setiferum

Dicksonia antarctica

Epimedium niveum

Soleirolia soleirolii

Fatsia japonica

Actaea simplex 'Brunette'

Hakonechloa macra

Asarum europaeum

Dicksonia antarctica

Dryopteris erythrosora

Trachelospermum jasminoides

Polygonatum hybridum

Dicksonia antarctica

Pittosporum 'Tom Thumb'

Astrantia major 'Star of Billion'

Epimedium niveum

Asarum europaeum

Actaea simplex 'Brunette'

Rodgersia aesculifolia

Dicksonia antarctica

Ceratophyllum Demersum

Epimedium niveum

Dicksonia antarctica

Actaea simplex 'Brunette'

Trachelospermum jasminoides

Asarum europaeum

Rodgersia aesculifolia

Step and brick patio area detail Scale 1:8

Astrantia major 'Star of Billion'

Polygonatum x hybridum

Asplenium scolopendrium

Pittosporum 'Tom Thumb'

Asarum europaeum

Hakonechloa macra

Asarum europaeum Epimedium niveum

215

Conc Scale

10mm Tile adhesive

Dicksonia antarctica Pittosporum 'Tom Thumb'

215

Vande Moortel 'Ebony' bricks 215x52x70mm (LxWxH) Astrantia major 'Star of Billion'

Hakonechloa 10 mm gapsmacra - Kiln dried paving sand

Dryopteris erythrosora

Asplenium scolopendrium

Astrantia major 'Star of Billion'

70 10 70 10

Soleirolia soleirolii 117 Asarum europaeum

30mm layer - Sharp sand 100mm sub-base layer - MOT tipe 1

Geotextile membrane layer

Dicksonia antarctica

20mm2layerHakonechloa -Mortar bed macra composed by cement and sand

During work

Compacted ground Garden Club London Ltd Studio WG06 Vox Studios 1-45 Durham Street Vauxhall London SE11 5AP www.gardenclublondon.co.uk FOR INFORMATION:

Sheet No.

DEV_09

Sheet Title

Planting Plan

Project Title

Client

32 Devonia Road, N18JH

Scale

Drawn By

N/A

Heather Briant & Jeffrey Veen Brick paving garden area detail Scale 1:4

@ A3

Date

Rev

26-02-19

Checked B

Strip Scale

10 mm gaps - Kiln dried paving sand 215

Vande Moortel 'Ebony' bricks 215x52x70mm (LxWxH)

30mm layer - Sharp sand

100mm sub-base layer - MOT tipe 1

Geotextile membrane layer

Compacted ground Steel rigid profile - 65mm edging Spiral steel securing spike (at regular interval) Garden Club London Ltd Studio WG06 Vox Studios 1-45 Durham Street Vauxhall

FOR INFORMATION:

Sheet Title

Sheet No.

London SE11 5AP www.gardenclublondon.co.uk Step and brick patio area detail Portfolio 3 Scale 1:8

Project Title

Portfolio detail

32 Devonia Road, N18JH

10mm Tile adhesive

215

Client

Heather B

Conc Scale

215

70 10 70 10

Vande Moortel 'Ebony' bricks 215x52x70mm (LxWxH)

10 mm gaps - Kiln dried paving sand

30mm layer - Sharp sand 100mm sub-base layer - MOT tipe 1 Geotextile membrane layer 20mm layer -Mortar bed composed by cement and sand Compacted ground

ELEVATION "A"

Strip Scale

Brick paving garden area detail Scale 1:4 10 mm gaps - Kiln dried paving sand 215

Vande Moortel 'Ebony' bricks 215x52x70mm (LxWxH)

Location: Bermondsay, London

With panoramic views taking in some of Londonâ&#x20AC;&#x2122;s most significant landmarks, the owner of this roof terrace asked for a stylish garden that did not detract from its backdrop. The client wanted feature planting with subtle accent lighting, a barbecue area and social spaces. A report on the suitability of construction materials had to be approved by the surveyor before work could commence.

Year: 2016-2017

Jam Factory, Panoramic Roof Garden

Bench Frame exploded view

Bench Cladding exploded view Kitchen unit construction 730 90

Use 50mm 16G Stainless steel Nails to fix the battens.

50 45 45

526

5 122

122 5

Use 6x 120mm & 5x 80mm goldscrew to fix the frame together.

10 5

100

50 30

800 5

Granite worktop 30 mm thickness. Glue it on the top subframe.

Section "02" - Scale 1:10

Front view - Scale 1:10

Main kitchen unit structure

693

885

845

855

885

Kitchen unit door

SX 01

Timber frame - 90 x 45 mm

45 45

Plywood panel

Handle in timber battons painted in HAGUE BLU

780

12 90

90 12 646

Battens 45 x 20 mm painted in HAGUE BLUE

710

SX 02

Section "01" - Scale 1:10 Timber frame 90 x 45 mm 20 45

780

Studio 1.06 Vox Studios 1-45 Durham Street Vauxhall London SE11 5AP

Hinge detail - Scale 1:5

Garden Club London Ltd

Plywood panel 12 mm thickness 20

Plywood panel 12 mm thickness

Timber frame 90 x 45 mm

www.gardenclublondon.co.uk

Project Title

The Jam Factory Terrace

Plywood panel 12 mm thickness

Simon Russell & Mary-Anne Anderson Flat 615 A, The Jam Factory 27, SE1 4TT 50

426

Timber frame 50x 50mm

20 122

526

122

50 5

Plywood panel 12 mm thickness

20 12

670

Client

Visual - night scene

Visual - day light

Sheet Title

Kitchen unit construction Drawn By

Timber supports 90 x 90 x 45 mm

Rev

Checked By

DaB

Scale

Date

Sheet No.

105

Parliament Hinge satin stainless steel 102x 102mm. Fixed between the 90x 45mm & the 50x 50mm frame (one hinge on the top and one hinge on the bottom of the dor).

1:10 @A3 Timber frame 90 x 45 mm

Rev

Date

01/02/2018 Description

JFT-13 NL

Timber frame 50 x 50 mm 0 scale 1:10

50 cm

Battens 45 x 20 mm painted in HAUGE BLUE Parliament Hinges satin stainless steel 102x 102mm

FOR INFORMATION This document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Garden Club London was comissioned. Garden Club London accepts no responsibility for this document to any party other than the person by who it was comissioned.

Location: Chelsea Flower Show, London. Year: 2018

The garden is designed with water conservation and environmentally considerate landscaping in mind, as well as a planting scheme that deflects and processes pollution. Chipped bricks have been used under the seating area, the colour beneath the glaze intentionally weathered to tie in with the copper accents of the garden Cast iron grates in the floor allow rainwater to cascade through into a trough below â&#x20AC;&#x201C; filtering the water through to the flower beds.

Oriented by: Garden Club London LTD & Thames Water

The Urban Flow Show Garden Chelsea Flower Show

Main water feature, photo & details

B A

C A L A

D - Framework timber

C A

B A

C - Plywood - 12 mm

C A

B - Adhesive AI

A - Design Clad - 5 mm H - Waterfall pipe â&#x2C6;&#x2026; 150 mm G - Tubing H A

C A

E - Water reservoir

I - Support frame B A L - Hardware cloth G A F - Fountain pump F A

D A

E A

C A

B A

Location: RHS Hampton Court Palace Garden Festival, London. Year: 2019 Oriented by: Garden Club London LTD & Thames Water

The Thames Water Flourishing Future Garden

Visual & photo from the same point of view

The central rainfall pavilion shows the essential cycle of water that we all rely on to live and grow. A blooming flower meadow is a miniature version of Thames Waterâ&#x20AC;&#x2122;s sprawling urban wetlands. The garden contains three main planting areas: drought-tolerant with Eryngium giganteum and Agave americana; moisture-loving featuring Caltha palustris and Lythrum salicaria; and nectar rich wildflowers with bug and bird boxes set among woodland trees to encourage wildlife.

RENDER & VISUAL Modeling: Rhinoceros Rendering: Cinema4D + VRAY Post-production: Photoshop

SAME PLACE, DIFFERENT STYLE

WATCHMAN

ARCHITECTURAL MODEL MAKING New City District. Milan City, Wenstern Area @ via Novara 75 • mare culturale urbano • Milan

Model of experimental unit of residence in China @ 14th International Architecture Exhibition, Venice.

New Unipol HQ, Cmr design, Milan @ De Castillia, Milan

ROMA (Aurelian Walls) in the territory Thesis Model 1 : 100.000 / Dimension 600x700mm

Base dimensions 600x600 mm, full 630x630 mm

Dimensions 500x160 mm

Daniele Bettin Architect (ARB)

+ 44 771.9969.136 daniele4bettin@gmail.com https://issuu.com/danielebettin