portfolio pezzini roberto

f a c a d e d e s i g n e r

p o r t f o l i op e z z i n i r o b e r t oa r c h i t e c t u r a l e n g i n e e r

Roberto PezziniFaçade designerArchitectural Engineer

PROFESSIONAL EXPERIENCE

London | United KingdomMasonry and Bricks Specialist | Façade Designer 12.2014 - On going

• Facade design (Stone Cladding, Brickwork, Membranes, Insulation, Bespoke Secondary Steel Support System, 2D Thermal Analysis)

Projects involvement: • ST GILES CIRCUS_on site• LINCOLN'S SQUARE | 48 CAREY STREET_on site• THE SPICE BUILDING - DEVONSHIRE SQUARE BLD 8_on site• 30 BROADWICK STREET DEVELOPMENT_Completed• RIVERWALK APARTMENTS_Completed

PGS PARTNERS srl | Mantua | Italy Architectural and Engineering Consultant | Architectural assistant 04.2014 - 08.2014

• Participated in the development of the executive project for the hospital polispecialistico Armonia, coordinating structural, electrical and mechanical drawings to complete interior design finishes

• Supported the office with ideas for healthcare competitions

UN-HABITAT | Housing and Slum Upgrading branch | Nairobi | Kenya Non Profit Organisation | Internship 07.2013 - 12.2013

• Implemented the Participatory Slum Upgrading Programme (PSUP), increasing awareness of the programme and explaning its different phases

• Organised the GHS International ‘Mass Housing’ Competition supporting the team in the definition of the competition guidelines and the design its website

• Assisted the organisation of the 2nd Tripartite Conference in Kigali, Rwanda: Sustainable urbanisation for poverty eradication in ACP countries

• Contributed to a project in Mathare (Nairobi) under the "Delivering as One initiative" (UN Volunteers programme)

LAND srl | Milan | Italy Landscape Architecture | Internship | Architectural assistant 03.2013 - 06.2013

• Supported the design team in the development of several projects on landscape and public spaces from conception to construction details

• Assisted with the implementation of the preliminary stage of the revitalisation public square in Solbiate (Milan)

• Assisted with the refurbishment of the UNESCO archaeological area The Capitolium (Brescia)

ZINTEK srl | Venice | Italy Zinc Titanium Roofing and Cladding Specialist | Facade and Roof Designer06.2011 - 04.2012

C V

AREAS OF EXPERTISEFacade DesignStone Cladding Metal RoofingSustainable ArchitectureRevitalisation of public realmLandscape ArchitectureSlum upgrading

London, SE17

+44(0)[email protected]

PERSONAL INTERESTSPassion for travelingStreet photography

LANGUAGESItalian mother tongueEnglish proficient Portuguese proficient

KEY SKILLS Sustainable design approachCapacity to work under pressureExcellent attention to detailsMulti-taskingTeam playerHigh sense of adabtabilityProactive and positive personality

ACADEMIC & PROFESSIONAL QUALIFICATIONS

AUTODESK REVIT | Template and Family Creation Training Cadline Ltd | London | UK03.2015

AUTODESK REVIT | Essential & Advanced course + One month work experienceSprunt media Ltd| London | UK09.2014

PROFESSIONAL MASTER'S DEGREE IN SUSTAINABLE ARCHITECTURE | 98/100European Institute of Design (IED) | Turin | Italy 05.2012 - 03.2013

• Thesis: Urban revitalisation and share housing of Mirafiori neighborhood in Turin

CLIMATE HOUSE BASIC TRAINING Climate House Agency | Bolzano | Italy 12.2012

MASTER'S DEGREE IN ARCHITECTURAL ENGINEERING | 105/110Università degli studi di Padova | Faculty of Architectural Engineering | Padua | Italy 10.2004 - 04.2011

• Thesis: Urban revitalisation of the central area of Favela Vila Fatìma, Porto Alegre, Brazil

EXCHANCE PROGRAM BRAZIL PUCRSPontificia Universidade do Rio Grande do Sul | Porto Alegre | Brazil 08.2010 - 01.2011

• Slum upgrading of Favela Vila Fatìma• Attended the 54° IFHP World Congress 2010

IT SKILLS

Revit advancedAutocad 2D-3D advancedPhotoshop advancedIllustrator advancedInDesign advancedWindows Office advancedLightroom advanced3DStudioMax intermediateSketch-Up basicEcotect basic Design Builder basicInventor basic

IDEAS COMPETITIONS

10.2015 | Borgo Ruga revitalisationPonzano Veneto | Treviso |Italy3rd prize

04.2014 | Piazza Castello revitalisation Isorella | Brescia | Italy2nd prize

09.2012 | Remembrance Park revitalisation Rapino | Chieti | Italy1st prize

12.2011 | Piazza Garibaldi revitalisation Robecco sul Naviglio | Milan | Italy1st prize

Public RealmPiazza Castello revitalisation

Urban parkArea Boschetti revitalisation

CommercialWine Culture Center

EducationLearning from the Earth

RetrofitVeneat

Residential RetrofitMirafiori share housing

Public realmUrban Islands

Slum UpgradingFavela upgrading

ResidentialBramber House - Revit

2014

2015

2013

2012

2011 2010Mix-Used+Public RealmPiazza Duomo

Retrofit + Public RealmBorgo Ruga revitalisation

I D E A SC O M P E T I T I O N S

F U NC O M M I T M E N TE X P E R I E N C E

T e a m W o r k

A D A P T A B I L T Y

Public realmRemembrance Park revitalisation

Urban PlanningMirafiori urban revitalisation

14 THIRTY BROADWICK STREET | New Build | Facade Design - Stonework and Brickwork | London_UK | 2016

EY1 / 10

FA1 / 10

FB1 / 10

FC-FC1 : 10

020-7735 9995 FAX 020-7793 9800

369 KENNINGTON LANE

LONDON SE11 5QYVAUXHALL

SZERELMEY Ltd.

TITLE

PROJECT

CONTRACTOR

DWG No.

ARCHITECTS

APPROVED

CHECK:

DRAWN:

DATE:

SCALE:

REV.

DESCRIPTIONDATEREV DRN

RP

IJL

16/05/2016

N.T.S30 BROADWICK STREET

FIXING DETAILS

B

BAM

EMRYS

LOUVRE DOOR - LOCK SYSTEM

SZE-2807-MS-483 IJL

Stainless Steel EN 1.4307 304L S11

EY

FAFB

FC FC

Pig Nose Counterboresecurity Barrel Nut& Sex bolt with security opening tool

HANDLE SLOT n35x200WITH NO SHARPE EDGES

Proposed Door Lockwith key

UNION ASSA ALOYSTRONGBOLT type

with single cylinder deadlock 49mm Longn18x33 Slot

3090

156

45

26

40 55 40 55 40

97

27 213

26

52

31 26

Proposed Door Lockwith key

UNION ASSA ALOYSTRONGBOLT type

with single cylinderdeadlock 49mm Long

n18x33 Slot

41

67

412

597

41

18n

6

57

134

26

13

4

45

6826

UNION ASSA ALOYSTRONGBOLT DEADBOLTTYPE

23

4

.

19


101081

276

285


4

PIG NOSE SECURITYBARREL NUT M12x15& SEX BOLT M12x30

n32

n32

5

15

5

30

19

2

2

2

25

5

8

02_Second FloorSSL - 31.865 m

01_First FloorSSL - 28.465 m

03_Third FloorSSL - 35.265 m

9876

Section 17

Section 17

Section 91

Section 91

Section 148

Section 148

MJ 20MMBY DANE

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 10MMBYDANE

597

35

973

597

35

899

589

95

899

589

9

ARTWORK PANEL1220X475X160MM


505

973

597

35

973

589

95

899

589

95

899

5

MORTAR JOINT 20MMBY SZERELMEY


MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 20MMBY DANE

MJ 20MMBY SZERELMEY

MJ 20MMBY SZERELMEY

TOS - 35.297 m TOS - 35.297 m

SLIP PLANEMJ 6MMBY SZERELMEY


875 875 875 1136 922 1136 875 875 875 875 1136 922 1136

MJ 10MMBYDANE

5 5 5 15 5 5 15 5 5 5 15 5 5 15





47

SLIP PLANEBY SZERELMEY






SLIP PLANESLIP PLANE

SLIP PLANESLIP PLANE

9876

A

Section 17

Section 17

Section 91

Section 91

Section 148

Section 148

5 875 5 875 5 875 15 1136 5 922 5 1136 15 875 5 875 5 875 5 875 15 1136 5 922 5 1136 15

987

6

A

Section 17

Section 17

Section 91

Section 91

Section 148

Section 148

4051350 405 1350 917 917 1350 405 1350 405 1350 917 917

5 5 5 5 15 5 15 5 5 5 5 15 5 15

9876

A

Section 17

Section 17

Section 91

Section 91

515 1250 515 1250 1970 1250 515 1250 515 1250 1970

Section 148

Section 148

11SZE-2807-GA-008

9876

A

515 1250 515 1250 1970 1250 515 1250 515 1250 1970

A

9SZE-2807-GA-008

10SZE-2807-GA-008

MJ 20MMBY SZERELMEY

MJBY DANE

101

Cou

rses

with

15.

5 M

orta

r Joi

nt

CILL EDGE LEVEL - 35.232 m

A

MJ 20MMBY SZERELMEY

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJBY DANE


BOS - 34.825 m


A

12SZE-2807-GA-008

MJ 20MMBY SZERELMEY

MJBY DANE

A

5015

.5

6511

1

EPDMBY SZERELMEY

DUPONT AIRGUARDREFLECTIVEBY SZERELMEY

INSULATION PANELKINGSPANEL K15

DPCBY SZERELMEY

WEEP HOLESAT 1.5MT CRS

HAND SETROMAN BRICKS115X50MM

CAVITY BARRIER120MM

PORTLAND SILLJORDANS BASEBED

600

176


TOS - 35.297 m

SUPPORT BRACKETBY SZERELMEY

2/3 BrickLength

C CHANNEL100X50MM

C CHANNEL100X50MM

MJ 20MM BYSZERELMEY

TOS - 35.101 m

RWA45 ROCKWOOL 50MMINTERNAL INSULATION


A

111

65

6

50

414

600

PORTLAND FASCIAJORDANS BASEBED


176

EPDM MEMBRANEBY SZERELMEY


DPCBY SZERELMEY


CAVITI BARRIER120MM

DPC BY SZERELMEY

5015

.5

SUPPORT BRACKET

2/3 BrickLength

SLIP PLANEMJ 6MM BYSZERELMEY

MJ BY DANE

100

BOS - 27.900 m


98

A

240

5020 240 20 115 20

50

525

140

115

54

25 835 834 2525 515 25

MJ 10MMBY DANE

115240

115 145

115240

1152401250 50 50

1818

145



A

6511

1

6

414

500


DPCBY SZERELMEY

100 100

EPDMBY SZERELMEY

DPCBY SZERELMEYMJ BY DANE


PORTLAND FASCIAJORDANS BASEBED

260

50

2/3 BrickLength

SUPPORT BRACKETBY SZERELMEY

7

C CHANNEL100X50MM


DESIGN RISK ASSESSMENT:

THE SIZE AND SHAPE OF INDIVIDUAL STONES FOR THISPROJECT HAVE BEEN DESIGNED TO SATISFY THEOVERALL DESIGN REQUIREMENTS FOR THE BUILDING.ALL PERSONS HANDLING AND INSTALLING SUCH STONESSHOULD BE AWARE THAT THERE ARE RISKSASSOCIATED WITH THIS TYPE OF WORK THAT CANNOTBE DESIGNED OUT.

RISK REDUCTION:FIXERS MUST BE SUITABLY EXPERIENCED IN THEHANDLING OF STONES AND EMPLOY LIFTING METHODSAPPROPRIATE TO THE SIZE AND SHAPE OF THE STONE.ACCESS AND WORKING PLATFORMS MUST BE TO THESTANDARD REQUIRED BY CURRENT LEGISLATION.REFERENCE MUST ALWAYS BE MADE TO COSSHINFORMATION FOR THE MATERIALS BEING USED.

CDM REGULATIONS

020-7735 9995 FAX 020-7793 9800

369 KENNINGTON LANE


Project

REVISIONS

Dwg Title

Architects

Size

Contractor

Scale Date

Drawn Check Approved

Rev. No. Drawing No.

A1 As indicated

07/03

/2016

10:20

:48

F

BROADWICK STREET - BRICKS -AREA 8 - GRID 6-9

30 BROADWICK STREET

EMRYS

IARP

28.07.15

BAM CONSTRUCTION LTD

SZE-2807-GA-008

JH

Rev. Description DateA ISSUED FOR

APPROVAL28.07.15

B ARCHITECTCOMMENTSINCORPORETED

26.08.15

C BRICK PATTERNELABORATED

15.01.15

D ARCHITECTCOMMENTSINCORPORETED

26.02.16

E BRICK PATTERNREVIEWED + INTERNALINSULATION ADDED

02.03.16

F SLIP PLANE ADDED 04.03.16

1 : 30

Broadwick Street Elevation - Area 81

1 : 30

01_First Floor - Fascia Level2

1 : 30

01_First Floor - Sill Level3

1 : 30

01_First Floor - GA Area 84

1 : 30

02_Second Floor GA cut plane -300 - Area 85

1 : 30

Section 14861 : 30

Section 1771 : 30

Section 918

1 : 10

Section 148 - Callout 19 1 : 10

Section 148 - Callout 210

1 : 20

01_First Floor - GA Area 8 - Callout 111

1 : 10



05_Fifth FloorSSL - 42.065 m

04_Fourth FloorSSL - 38.665 m

532 4

Section 20

Section 20Section 73

Section 73

To underside MJ - 35.101 m

MJ 20MMBY SZERELMEY

MJ 15BY SZERELMEY

MJ 15BY SZERELMEY

MJ 15BY SZERELMEY MJ 15

BY SZERELMEY

TOS - 35.297 m

200147818301478200156520014771830

TOS - 42.510 m

TOS - 42.341 m

TOS - 38.698 mTOS - 38.698 m


TOS - 35.297 m TOS - 35.297 m

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 20MMBY SZERELMEY

MJ 20MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 20MMBY SZERELMEY

MJ 20MMBY SZERELMEY


MJ 15MMBY SZERELMEY

MJ 20MMBY SZERELMEY

MJ 20MMBY SZERELMEY

812

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

100

75 75

SOFFIT1600X328X75MM

SOFFIT1759X328X100MM

SOFFIT1440X328X75MM

SOFFIT1600X328X75MM

976

597

65

976

5

SOFFIT1600X328X75MM


965

2098

05

980

SLIP PLANESLIP PLANE SLIP PLANE

SOFFIT SOFFIT

5

SLIP PLANE

173 124 240 124 240 124 240 48 115240124240124240124240115

240124240124240124240115178 124 240 124 240 124 240 44 115


SLIP PLANESLIP PLANEBY SZERELMEY

A

MJ 20MMBY SZERELMEY

MJ 20MMBY SZEREMEY

MJ 20MMBY SZEREMEY

46 C

OU

RSE

S45

CO

UR

SES




A

10SZE-2807-GA-010

2SZE-2807-GA-010

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 20MMBY SZERELMEY

MJ 20MMBY SZEREMEY

532

A

4Section 20

Section 20

Section 73

Section 73

8SZE-2807-GA-010

9SZE-2807-GA-010

533

533

515

11SZE-2807-GA-010

MJ 15MMBY SZERELMEY

500 1287 1390 915 915 1477 139 61 1565 200 1478 915 915 1477 200

360

115

4424

024

0

115 240 124 240 124 240 124

115

240

240

115

115240

240 115 240 115 240 115 240 115 240

532

A

4Section 20

Section 20

Section 73

Section 73

1307 50 1250 50 935 935 50 1250 50 246 168 50 1250 50 415 50 1250 50 936 935 50 1250 50 415 50

355

50

173 124 240 124 240 124 240 48

400

600

115

4424

011

524

011

5

532

A

4Section 73

Section 73

4086 15 907 5 1611

700

346

700

100

15

5

1723 5 1570 5 6 1570 5915 915

500 466 15 806 5 1380 5 908 15 907 6 1570 5 1759 5 1570 5 908 15 907 6 1570 5

5

14

5

A

95 60

915 915

200

60 95

100

100

10 10

240

240

47 240 115 240 115 240 115 240 47

12 08

47

24

24

47

13 232321 212610 09 10



A

50 25 200 25 50

ø 55

214

150

25

21

A

511

232

2020

3

75 333

25 385

508 50 142

700

164

75

150

5910

TOS - 38.698 m

01

04

06

19

12

13

11

09

10

20

2147

15

2421

10

24

2050

A

150 75 275

562

511

249

25

590

290 100

110

30

40

TOS - 42.510 m

75 333

186

450 50

50

06

05

05

02

19

13

09

09

10

21

10

20

24

47

11

2

A

85

85

13

08 47

24

24

472323 26

21

21

115

4424

011

524

0

240 124 240 124 240 124 240

240

2020 20 20 2020

2120

2020





CDM REGULATIONS

020-7735 9995 FAX 020-7793 9800

369 KENNINGTON LANE


Project

REVISIONS

Dwg Title

Architects

Size

Contractor

Scale Date



A1 As indicated

07/03

/2016

10:19

:36

E


30 BROADWICK STREET

EMRYS

ILRP

08/10/15


SZE-2807-GA-010

JH

1 : 30

Broadwick Street Elevation - Area 101 1 : 30

Section 2031 : 30

Section 734

1 : 30

04_Fourth Floor - Area 105

1 : 30

03_Third Floor - Area 106

1 : 30

05_Fifth Floor - Coping Area 1071 : 15

04_Fourth Floor - Callout 18

1 : 10


1 : 10


1 : 10


1 : 15


37 _MOVEMENT JOINT - 35MM ARBOSIL XL 1099"LIMESTONE" BY SZERELMEY

39 _CILL - PORTLAND FANCY BEACH40 _FASCIA - PORTLAND FANCY BEACH43 _FLAT PANEL - PORTLAND GROVE WHITBED45 _MOVEMENT JOINT - 25MM ARBOSIL XL 1099

"LIMESTONE" BY OTHERS47 _MOVEMENT JOINT - 10MM BRONZE ANODIZED

ARBOSIL XL 1099 "LIMESTONE" BY OTHERS48 _MOVEMENT JOINT - 15MM BRONZE ANODIZED

ARBOSIL XL 1099 "LIMESTONE" BY OTHERS49 _LONDON STOCK BRICKS - 103X65MM

01 _CILL - PORTLAND JORDANS BASEBED02 _SOFFIT - PORTLAND JORDANS BASEBED04 _SOFFIT - PORTLAND GROVE WHITBED05 _COPING - PORTLAND FANCY BEACH06 _FASCIA - PORTLAND JORDANS BASEBED08 _HANDSET ROMAN BRICKS - 115X50MM09 _EPDM MEMBRANE BY SZERELMEY10 _EPDM MEMBRANE BY OTHERS11 _DPC BY SZERELMEY12 _CAVITY BARRIER -120MM THICK13 _THERMAL INSULATION - KINGSPANEL K1514 _MOVEMENT JOINT - 15MM ARBOSIL XL 1099

"LIMESTONE" BY SZERELMEY15 _MOVEMENT JOINT - 20MM ARBOSIL XL 1099


"ANTHRACITE" BY OTHERS18 _WEEP HOLES AT 1.5MT CRS19 _SUPPORT BRACKET BY SZERELMEY20 _BRACKET BY OTHERS21 _LOOSE FILL INSULATION BY OTHERS23 _SFS WALL BY OTHERS24 _ALLUMINIUM FLASHING BY OTHERS25 _MULLION - PORTLAND GROVE WHITBED26 _VAPOUR BARRIER - DUPONT AIRGUARD

REFELECTIVE BY SZERELMEY27 _GREEN GLAZED BRICK28 _RESTRAINT BY SZERELMEY29 _WHITE GLAZED BRICK30 _WHITE GLAZED BRICK CURVED REVEAL31 _DE LANK GRANITE34 _BLOCKWORK 140MM35 _ALLUMINIUM CLADDING 2MM BY OTHERS36 _RC UPSTAND

LEGEND


APPROVAL24.08.15

B ARCHITECTCOMMENTS

14.09.15


15.01.15

D BRICK PATTERNREVIEWED + INTERNALINSULATION ADDED

02.03.16

E SLIP PLANE ADDED 04.03.16




532 4

Section 20


Section 73


MJ 20MMBY SZERELMEY

MJ 15BY SZERELMEY

MJ 15BY SZERELMEY


BY SZERELMEY

TOS - 35.297 m

200147818301478200156520014771830

TOS - 42.510 m

TOS - 42.341 m

TOS - 38.698 mTOS - 38.698 m


TOS - 35.297 m TOS - 35.297 m

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 20MMBY SZERELMEY

MJ 20MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 20MMBY SZERELMEY

MJ 20MMBY SZERELMEY


MJ 15MMBY SZERELMEY

MJ 20MMBY SZERELMEY

MJ 20MMBY SZERELMEY

812

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

100

75 75

SOFFIT1600X328X75MM


SOFFIT1440X328X75MM

SOFFIT1600X328X75MM

976

597

65

976

5

SOFFIT1600X328X75MM


965

2098

05

980


SOFFIT SOFFIT

5

SLIP PLANE

173 124 240 124 240 124 240 48 115240124240124240124240115

240124240124240124240115178 124 240 124 240 124 240 44 115



A

MJ 20MMBY SZERELMEY

MJ 20MMBY SZEREMEY

MJ 20MMBY SZEREMEY

46 C

OU

RSE

S45

CO

UR

SES




A

10SZE-2807-GA-010

2SZE-2807-GA-010

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 20MMBY SZERELMEY

MJ 20MMBY SZEREMEY

532

A

4Section 20

Section 20

Section 73

Section 73

8SZE-2807-GA-010

9SZE-2807-GA-010

533

533

515

11SZE-2807-GA-010

MJ 15MMBY SZERELMEY

500 1287 1390 915 915 1477 139 61 1565 200 1478 915 915 1477 200

360

115

4424

024

0

115 240 124 240 124 240 124

115

240

240

115

115240

240 115 240 115 240 115 240 115 240

532

A

4Section 20

Section 20

Section 73

Section 73

1307 50 1250 50 935 935 50 1250 50 246 168 50 1250 50 415 50 1250 50 936 935 50 1250 50 415 50

355

50

173 124 240 124 240 124 240 48

400

600

115

4424

011

524

011

5

532

A

4Section 73

Section 73

4086 15 907 5 1611

700

346

700

100

15

5

1723 5 1570 5 6 1570 5915 915

500 466 15 806 5 1380 5 908 15 907 6 1570 5 1759 5 1570 5 908 15 907 6 1570 5

5

14

5

A

95 60

915 915

200

60 95

100

100

10 10

240

240

47 240 115 240 115 240 115 240 47

12 08

47

24

24

47

13 232321 212610 09 10



A

50 25 200 25 50

ø 55

214

150

25

21

A

511

232

2020

3

75 333

25 385

508 50 142

700

164

75

150

5910

TOS - 38.698 m

01

04

06

19

12

13

11

09

10

20

2147

15

2421

10

24

2050

A

150 75 275

562

511

249

25

590

290 100

110

30

40

TOS - 42.510 m

75 333

186

450 50

50

06

05

05

02

19

13

09

09

10

21

10

20

24

47

11

2

A

85

85

13

08 47

24

24

472323 26

21

21

115

4424

011

524

0

240 124 240 124 240 124 240

240

2020 20 20 2020

2120

2020





CDM REGULATIONS

020-7735 9995 FAX 020-7793 9800

369 KENNINGTON LANE


Project

REVISIONS

Dwg Title

Architects

Size

Contractor

Scale Date



A1 As indicated

07/03

/2016

10:19

:36

E


30 BROADWICK STREET

EMRYS

ILRP

08/10/15


SZE-2807-GA-010

JH

1 : 30


Section 2031 : 30

Section 734

1 : 30


1 : 30


1 : 30



1 : 10


1 : 10


1 : 10


1 : 15












LEGEND


APPROVAL24.08.15

B ARCHITECTCOMMENTS

14.09.15


15.01.15


02.03.16





532 4

Section 20


Section 73


MJ 20MMBY SZERELMEY

MJ 15BY SZERELMEY

MJ 15BY SZERELMEY


BY SZERELMEY

TOS - 35.297 m

200147818301478200156520014771830

TOS - 42.510 m

TOS - 42.341 m

TOS - 38.698 mTOS - 38.698 m


TOS - 35.297 m TOS - 35.297 m

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 20MMBY SZERELMEY

MJ 20MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 15MMBY SZERELMEY

MJ 20MMBY SZERELMEY

MJ 20MMBY SZERELMEY


MJ 15MMBY SZERELMEY

MJ 20MMBY SZERELMEY

MJ 20MMBY SZERELMEY

812

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

100

75 75

SOFFIT1600X328X75MM


SOFFIT1440X328X75MM

SOFFIT1600X328X75MM

976

597

65

976

5

SOFFIT1600X328X75MM


965

2098

05

980


SOFFIT SOFFIT

5

SLIP PLANE

173 124 240 124 240 124 240 48 115240124240124240124240115

240124240124240124240115178 124 240 124 240 124 240 44 115



A

MJ 20MMBY SZERELMEY

MJ 20MMBY SZEREMEY

MJ 20MMBY SZEREMEY

46 C

OU

RSE

S45

CO

UR

SES




A

10SZE-2807-GA-010

2SZE-2807-GA-010

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 10MMBY DANE

MJ 20MMBY SZERELMEY

MJ 20MMBY SZEREMEY

532

A

4Section 20

Section 20

Section 73

Section 73

8SZE-2807-GA-010

9SZE-2807-GA-010

533

533

515

11SZE-2807-GA-010

MJ 15MMBY SZERELMEY

500 1287 1390 915 915 1477 139 61 1565 200 1478 915 915 1477 200

360

115

4424

024

0

115 240 124 240 124 240 124

115

240

240

115

115240

240 115 240 115 240 115 240 115 240

532

A

4Section 20

Section 20

Section 73

Section 73

1307 50 1250 50 935 935 50 1250 50 246 168 50 1250 50 415 50 1250 50 936 935 50 1250 50 415 50

355

50

173 124 240 124 240 124 240 48

400

600

115

4424

011

524

011

5

532

A

4Section 73

Section 73

4086 15 907 5 1611

700

346

700

100

15

5

1723 5 1570 5 6 1570 5915 915

500 466 15 806 5 1380 5 908 15 907 6 1570 5 1759 5 1570 5 908 15 907 6 1570 5

5

14

5

A

95 60

915 915

200

60 95

100

100

10 10

240

240

47 240 115 240 115 240 115 240 47

12 08

47

24

24

47

13 232321 212610 09 10



A

50 25 200 25 50

ø 55

214

150

25

21

A

511

232

2020

3

75 333

25 385

508 50 142

700

164

75

150

5910

TOS - 38.698 m

01

04

06

19

12

13

11

09

10

20

2147

15

2421

10

24

2050

A

150 75 275

562

511

249

25

590

290 100

110

30

40

TOS - 42.510 m

75 333

186

450 50

50

06

05

05

02

19

13

09

09

10

21

10

20

24

47

11

2

A

85

85

13

08 47

24

24

472323 26

21

21

115

4424

011

524

0

240 124 240 124 240 124 240

240

2020 20 20 2020

2120

2020





CDM REGULATIONS

020-7735 9995 FAX 020-7793 9800

369 KENNINGTON LANE


Project

REVISIONS

Dwg Title

Architects

Size

Contractor

Scale Date



A1 As indicated

07/03

/2016

10:19

:36

E


30 BROADWICK STREET

EMRYS

ILRP

08/10/15


SZE-2807-GA-010

JH

1 : 30


Section 2031 : 30

Section 734

1 : 30


1 : 30


1 : 30



1 : 10


1 : 10


1 : 10


1 : 15












LEGEND


APPROVAL24.08.15

B ARCHITECTCOMMENTS

14.09.15


15.01.15


02.03.16


FEA AnalysisDisplacement Safety Factor

13 Riverwalk Apartments | New Build | Ground Floor Facade and Hard Landscape | London_UK | 2015

SSL +8.110SSL (TBC ON SITE)

+9.230 TOS

+8.835 TOS

EDGE OF SLAB

+1300

SSL +6.450

SSL +7.750

TREE PIT.

TOC +7.500

SSL +4.300

STEPSLABEDGE

OF

SLAB

SSL +7.750

SLAB

+8.835 TOS

+8.820 TOS

+8.820 TOS

+8.835 TOS

+8.835 TOS

(TBC).

+8.835 TOS

+9.215 TOS

+8.835 TOS

SSL +8.110

SSL (TBC ON SITE)

SSL +4.300

+4.650 FFL

8.230 FFL

7.730 TOS

7.150 TOS

6.825 TOS

6.240 TOS

5.870 TOS

5.300 TOS

8.835 TOS

TOC +4.765

UOC +7.150UOS +7.155

TOS +4.800+4.800 TOS

BED. BED.

OVERSIZED STONES

6.825 TOS

6.240 TOS

5.870 TOS

5.300 TOS

CHAN

GE IN

DIR

ECTI

ON O

F CU

RVE.

MOVE

MNET

JOIN

T.

(TBC)

SSL +7.990

MOVE

MNET

JOIN

T.MO

VEMN

ET JO

INT.

8.380 TOS8.500 TOS

8.715 TOC

CHAN

GE IN

DIR

ECTI

ON O

F CU

RVE.

+9.230 TOS AND HR

S31 S31 S31 S31 S31 S31 S31 S31 S31 S31S31S31S31S31

TOC +7.500

SSL +6.450

SSL +6.345

8.130 FFL

+8.835 TOS

6.440 FFL

8.715 TOC 8.500 TOS

7.730 TOS

7.150 TOS

6.825 TOS

8.835 TOS8.757 TOS

6.590 TOS

7.980 UOS

HAUNCH

TOC +7.500

8.715 TOC

SSL (TBC on site).

8.130 FFL

+8.835 TOS

+4.650 FFL

8.500 TOS

7.730 TOS

7.150 TOS

6.825 TOS

6.240 TOS

5.870 TOS

5.300 TOS

8.835 TOS8.757 TOS

+4.800 TOS

HAUNCH

7.980 UOS

PLENUM

8.715 TOC

7.150 UOC

4.300 SSL

4.765 TOC

8.130 FFL

+8.835 TOS

+4.650 FFL

8.500 TOS

7.730 TOS

7.155 UOS

8.835 TOS8.757 TOS

+4.800 TOS

7.980 UOS

7.750 SSL HAUNCH

+8.835 TOS

8.715 TOC

+8.835 TOS

+8.835 TOS

8.270 TOS

7.980 UOS

8.757 TOS

TOC +7.500 TOC +7.500 TOC +7.500 TOC +7.500

50 STEP.

8.130 FFL

TREE PIT.

HAUNCH - BY OTHERS

8.715 TOC

CHAN

GE IN

DIR

ECTI

ON O

F CU

RVE.

CHAN

GE IN

DIR

ECTI

ON O

F CU

RVE.

+8.835 TOS

7.980 UOS

+9.230 TOS+9.215 TOS

S32 S32 S32 S32 S32 S32 S32 S32 S32 S32 S32 S32 S32 S32

+8.820 TOS

+8.820 TOS

+8.835 TOS

+8.835 TOS

+8.835 TOS

+8.820 TOS

+8.820 TOS

8.765 TOS

SSL +8.1108.230 FFL

7.500 TOC

8.130 FFL

7.980 UOS

(TBC)

SSL +7.990

8.715 TOC

+9.230 TOS+9.215 TOS

+4.800 TOS

+5.051

+4.765 TOC

+4.800 TOS

+4.800 TOS

KEY PLAN

Basement

Ground Floor

First Floor

A. Medical StaffZ. UKPN

B. DianosticC. Blood Test AreaD. Surgery E. Dentist - OpticianF. Conference Room Cafeteria

G. OfficesH. AmbulatoriesI. Gastroscopy

Waiting Areas Conference Room

GROUND FLOOR

Plan View

Common Allotment

Letting

Local BCO office

Professional School

Materials

3D Model

Pebbles

Beola stone tiles

Cobblestones 10x10cm

Asphalt

Concrete

Green areas

Church Yard Urban Living Space Piazza

Smart Mobility

New Parking Area

Concept

Existing Typology New Typology _ Share your flat

Water system

Phytodepuration

Public water network

Water storage

Class W.C

Sports Area

Main entrance

Laboratories|Offices|LibraryClassrooms

Elevated path

Bar

Natural ventilation

05 Learning from the earth | Master IED | Workshop | Arcò | Education | Gaza Strip_Nuseirat | Eng.Pezzini | 2012

Site soil reuse | Rammed earth

Fragmentation

Open green spaces

Shading system

SustainabilityUNRWA|school program

30 classrooms

Science Laboratories

Computer laboratories

Library

Hand craft unit

Learning support center

Multipurpose room

Environmental section

21th December

21th June

Daylight analysis Insolation analysis

SUMMER

The tents protect the patio from the sun overheating, and the

presence of vegetation help to cool down the natural ventila-

tion that comes inside the class. The presence of openings on

all sides ensures the correct illumination of the classes and the

expulsion of the exousted air through window due to cross

ventilation, according to the season s prevailing wind direction.

The presence of wood mashrabiya on the main opening let to leave

always open the window.

WINTER

The sun rays come inside the patio so the thermal mass of the wall releases gra-

dually the heat during the afternoon. The tents have to be removed to ensure the

correct illumination of the class. All the windows are closed and the rammed earth

walls protect from the heat loss. All the year long the double insulation layer of

the roof, made in earth and strawbale, guarantee on optimal thermal and acustic

insulation.

04 Le Albere | Zintek | Renzo Piano Building Workshop | Construction drawings_Roofing | Trento_Italy | Eng.Pezzini | 2012

1

2

34

57

6

8

9

10

11

12

Section

3D cross section

Legenda

1. Zinc titanium sheet

2. Water proof layer

3. Wood decking 24mm

4. Wood slats for natural ventilation 60x90mm

5. Vapour barrier

6. Fiber wool high density Insulation

7. OSB

8. Fiber wool medium density

9. Vapour barrier

10. Ceiling

11. Wood beam 80x120mm


Legenda

1. BBS timber

2. Wurth Assy plus VG diameter 8mm


Carbon Fiber

Sollecited Wood Fiber

Typology 1 Typology 2

Detail

First floor level

1. Ventilated ground floor

2. Precast slab

3. Ventilated Timber roof

4. External Wall made by ecologic bricks 30x15x7,5cm

5. Outdoor concrete pedestrian walkay

6. Water tank

Residential proposal

01 Piazza Duomo | Msc in Architectural Engineering | University Project | Mix Used Development + Public Realm | Padua_Italy | Eng.Pezzini | 2010

Concept

Office

1_45m2

2_80m2

3_76m2

4_126m2

5_100m2

Social Housing

1_72m2

76m2

2_110m2

96m2

90m2

3_139m2

125m2

120m2

110m2

Retail

1_114m2

2_100m2

3_84m2

4_76m2

5_57m2

6_43m2

7_28m2

Green Terraces

Public

1_232m2

Private

2_130m2

3_108m2

4_43m2

5_76m2

6_43m2

7_36m2

First Floor Level

Section B-B

Elevations

Courtyards

Open Ground Level

f a c a d e d e s i g n e r

p e z z i n i r o b e r t o

[email protected] +44(0)7476477737

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