PICHLER Facades & steel structures

Page 1


Ponte Nova

Val d’Ega

Our history

South Tyrol

In 1978 the brothers Walter and Ferdinand Pichler founded a small handicraft business in Ponte Nova. The origin was the “old forge”, which has been managed by the Pichler’s for generations. In more than 40 years the company has developed from a small business to an internationally active company doing steel constructions and facades.


Competence, quality and reliability - three “steel� arguments why renowned architects, private and public clients entrust us with demanding construction tasks.

Quality

Numerous reference projects with local and international architects, such as Zaha Hadid Architects, Massimiliano Fuksas, David Chipperfield Architects, Foster+Partners, bear witness to our work and serve as a starting point for our cooperation with new partners.

About Us Competence

Today, almost 250 qualified employees ensure at all times that the quality of projects and services is a primary goal of the company and that a clear focus on customer benefit is the essential prerequisite for the success of the company.

Reliability


PICHLER Steel structures


PICHLER Facades


Headquarter Offices

6 5 4 3 2 1 0

Production

1 0 -1


International

Moscow

Gรถppingen Zurich Milan

New York

Innsbruck Lienz Bolzano

Tunis


Facts & Figures

Employees Production value 120

200

80

150

60

100

40

50

20

0 2012

2013

2014

2015

2016

2017

2018

100

Mln. Euro

Production

Engineering

250

0 2012

2013

2014

2015

2016

2017

2018



References

Steel and Glass constructions & freeforms

Curtain walls

Ventilated cladding/ facades

Transom-Mullion-facades/ stick system Unitized facades

Double-skin-facades

Window walls

Create „My Reference Book“ - in 3 steps: 1.Go to our website: www.pichler.pro and enjoy more then 190 reference projects 2.Choose the reference projects of your interest 3.Create „My Reference Book“ and click download PDF

Steel structures


Steel and Glass constructions & freeforms


Shop and “La Lanterna” Studio Fuksas

Rome (Italy) 2013 Steel structures:

240 t

Facades:

2000 m2

© Gianni Basso

Steel and Glass constructions & freeforms

Flagshipstore H&M




Flagshipstore H&M


Steel and Glass constructions & freeforms

BVLGARI Office, industrial building and showroom for jewellery company Open Project

Valenza (Italy) 2017 Steel structures:

350 t

Facades:

7200 m2

Š Marcello Mariana


Science museum Renzo Piano Building Workshop

Trento (Italy) 2012 Steel structures:

650 t

Facades:

12000 m2

Steel and Glass constructions & freeforms

MUSE


Steel and Glass constructions & freeforms

Expo 2015 Vela Palazzo Italia Nemesi & Partners

Milan (Italy) 2015 Steel structures:

350 t

Facades:

4000 m2

Š Luigi Filetici


Multicultural complex David Chipperfield

Milan (Italy) 2014 Steel structures:

600 t

Facades:

7500 m2

Steel and Glass constructions & freeforms

Mudec - Museo delle Culture


Steel and Glass constructions & freeforms

Thermen & Badewelt Spa and wellness center WUND Unternehmensgruppe

Sinsheim (Germany) 2012 Steel structures:

800 t

Facades:

7000 m2

Š WUND Unternehmensgruppe


New museum of Reinhold Messner Zaha Hadid Architects

Plan de Corones (Italy) 2015 Steel structures:

53 t

Facades:

525 m2

Steel and Glass constructions & freeforms

MMM Corones


Steel and Glass constructions & freeforms

People Mover “Tronchetto” and “Piazzale Roma” metro station Francesco Cocco

Venice (Italy) 2010 Steel structures:

120 t

Facades:

2500 m2


Flagship store & outlet JĂźrgen Heller

Kufstein (Austria) 2006 Steel structures:

42 t

Facades:

500 m2

Steel and Glass constructions & freeforms

Riedel


Steel and Glass constructions & freeforms

Kaufhaus Tyrol One of the best Shopping centers in Europe David Chipperfield

Innsbruck (Austria) 2009 Steel structures:

130 t

Š Thomas Jantscher


Headquarter Giovanni Vaccarini Architetti

Geneva (Switzerland) 2016 Steel structures:

50 t

Facades:

1800 m2

Steel and Glass constructions & freeforms

SPG

© Alex Filz



Curtain walls - Transom-Mullion-facades/stick system - Unitized facades - Double-skin-facades - Window walls


Headquarter Cino Zucchi & Park Associati

Bolzano (Italy) 2012 Steel structures:

300 t

Facades:

11300 m2

© Alex Filz

Transom-Mullion-facades/ stick system

Salewa




Salewa


Transom-Mullion-facades/ stick system

San Maurizio Hospital Tiemann-Petri und Partner Freie Architekten

Bolzano (Italy) 2017 Steel structures:

600 t

Facades:

7000 m2


Headquarter Pichler Architects

Varna (Italy) 2014 Steel structures:

470 t

Facades:

2300 m2

Transom-Mullion-facades/ stick system

Pertinger



Curtain walls - Transom-Mullion-facades/stick system - Unitized facades - Double-skin-facades - Window walls


520 W 28th Street Luxury apartments Unitized facades

Zaha Hadid Architects

New York (USA) 2017 Facades:

5000 m2



© Field Condition


520 W 28th Street 81'-8" 5'-0" 2'-6" 2'-6"

MIDDLE LINE OF THE NORTH CHEVRON AT THE TOP

06.01 EVOLUTION: Schematic Design Elevations 30'-0"

8"

2'-0" 15'-0"

BALCONY

21'-0"

12'-721"

SLIDING DOORS (FULL HEIGHT)

JULIETTE BALCONY

2'-0"

2'-0"

9'-10"

11'-10"

TERRACE

L12.5 (MEP)=135'-0"

L10.5=110'-6 1/2"

LEGEND

3"

ROOF CLADDING (NON ACCESSIBLE) 12'-721"

10'-721" 11'-10" 2'-0"

11'-10"

12'-7"9'-10"

11'-10"

9'-10"

11'-10"

2'-0"

150'-6"

10'-7"

12'-7"

MATERIAL 4: Colour coated Aluminium panels emulating Material 1 (rather than Stainless Steel)

2'-0"

11'-10"

11'-10" 11'-10"

150'-6"

9'-10" 2'-0" 2'-0"

11'-10"

9'-10" 11'-10"

3 2 1 REV

2'-0"

SCHEMATIC DESIGN SUBMISSION SCHEMATIC DESIGN DRAFT SET EXTERNAL WALL CONCEPT SET REVISION

HS/AB HS/AB HS/AB SIGNED BY

11'-10"

9'-10"11'-2"

NOT FOR CONSTRUCTION

11'-2"

PROJECT:

11'-521"

PROJECT:

15'-1021"

L2.5=15'-10

L1=0'-0"

W28th Street Residential

L3.5=27'-4" Design Architect

10 Bowling Green Lane London EC1R 0BQ 1/2" UNITED KINGDOM

Executive Architect Ismael Leyva Architects P.C. (ILA) 48 West 37th Street 10 Bowling Green Lane London EC1R 0BQ UNITED KINGDOM

Structural Engineer De Simone Consulting Engineers 18 West 18th St, 10th Floor L1=0'-0" New York NY 10011 USA

14'-0"

W28th Street Residential

TEL:+44(0)20 7253 5147 FAX:+44(0)20 7251 8322 E-MAIL:mail@zaha-hadid.com Design Architect www.zaha-hadid.com

Owner Related Companies 60 Columbus Circle New York NY 10023 USA

Owner Related Companies 60 Columbus Circle New York NY 10023 USA

New York 7253 5147 TEL:+44(0)20 NY 10018 7251 8322 FAX:+44(0)20 E-MAIL:mail@zaha-hadid.com USA www.zaha-hadid.com Services Engineer AKF Group 1501 Broadway, Suite 700 New York NY 10036 USA Consultant

Gilsanz Murray Steficek LLP (GMS) 129 West 27th Street, 5th floor New York NY 10001 USA STATUS:

MIDDLE LINE OF THE NORTH CHEVRON

06/14/13 05/29/13 05/13/13 DATE

L4.5=38'-9 1/2"

L2.5=15'-10 1/2"

Cellar=-14'-0"

2'-6" 2'-6"

HS/AB HS/AB HS/AB SIGNED BY

PRELIMINARY INFORMATION:

Facade Consultants

MIDDLE LINE OF THE NORTH CHEVRON

MATERIAL 5: Metal Mesh

SCHEMATIC DESIGN SUBMISSION SCHEMATIC DESIGN DRAFT SET EXTERNAL WALL CONCEPT SET REVISION

PRELIMINARY INFORMATION: L3.5=27'-4"

2'-0"

11'-521" 2'-0"

MATERIAL 4: Colour coated Aluminium panels emulating Material 2 (rather than Stainless Steel)

06/14/13 05/29/13 05/13/13 DATE

L5.5=50'-7 1/2"

2'-0" 1" 15'-10 2 9'-521" 14'-521"

3 2 1 REV

NOT FOR CONSTRUCTION L4.5=38'-9 1/2"

5'-0" 2'-6" 2'-6" 5'-0"

12'-0"

MATERIAL 3: Cementitious board material (TBC)

L7.5=74'-3 1/2"

14'-0"

8'-621"

10'-0"

0'-0"

Cellar=-14'-0"

11'-10"

2'-0" 9'-521" 14'-521"

2'-0" 5'-0"

2'-0"

8'-621"

10"

0'-0"

2'-0"

2'-0"

5'-0"

2'-0" 11'-521"

4"

0'-0"

MATERIAL 2: Stainless Steel

MATERIAL 5: Metal Mesh

L6.5=62'-5 1/2"

2'-0" 2'-0" 9'-10"

10"

L5.5=50'-7 1/2"

5'-0"

2'-0"

3'-6"

2'-0" 9'-521"

4"

5'-0"

L6.5=62'-5 1/2"

9'-521"

4" 10"

3'-2"

9'-521"

11'-10"

5'-0"

L3=21'-5"

L2=9'-11 1/2"

9'-10" 2'-0"

5'-6"

4" 10"

L4=32'-10 1/2"

11'-521"

5'-0"

2'-0"

3'-6"

11'-10"

95'-0"

4"

7'-0"

9'-521"

L5=44'-8 1/2"

9'-10"

2'-0"

5'-0"

9'-521"

3'-2"

9'-10"

5'-6"

MATERIAL 1:

MATERIAL 4: Bronze Stainless Steel Colour coated Aluminium panels emulating Material 2 (rather than Stainless Steel)

L8.5=86'-1 1/2"

9'-10"

2'-0" 5'-0" 9'-10"

3'-2"

2'-0"

11'-10"

4'-0"

9'-521"

5'-0"

9'-10"

135'-0"

L7=68'-4 1/2"

L6=56'-6 1/2"

2'-0"

5'-0" 9'-10"

4"

2'-0"

11'-10"

5'-0"

4"

9'-10"

10'-7"

9'-10"

2'-0"

L8=80'-2 1/2"

7'-0"

MATERIAL 4: GLAZING Colour coated Aluminium panels emulating Material 1 (rather than Stainless Steel)

L9.5=98'-8 1/2"

L7.5=74'-3 1/2"

5'-0"

9'-10"

3'-2"

2'-0"

2'-0"

9'-10" 12'-7"

4'-0"

JULIETTE BALCONY

MATERIAL 3: ROOF CLADDING (NON ACCESSIBLE) Cementitious board material (TBC)

5'-0"

2'-0"

3'-2"

MATERIAL 2: Stainless Steel L10.5=110'-6 1/2"

2'-0" 9'-10"

5'-0" 2'-6" 2'-6"

9'-10"

5'-0"

BALCONY

MATERIAL 1: Bronze Stainless Steel

L8.5=86'-1 1/2"

2'-0"

2'-0" 11'-10"

4"

4"

7'-0"

L9.5=98'-8 1/2"

2'-0"

9'-10" 4"

MAX. BASE 5'-0" HEIGHT5'-0"

L9=92'-9 1/2"

SLIDING DOORS (FULL HEIGHT)

GLAZING L11.5=122'-4 1/2"

TERRACE

5'-0"

5'-0" 10'-7"

3'-2"

2'-6" 2'-6"

2'-0"

2'-0"

40'-0" 11'-10"

4"

7'-0"

5'-0"

2'-0"

11'-021"

9'-10"

5'-0"

5'-0"

10'-7"

13'-021"

4"

9'-10"

2'-0"

2'-0"

4"

L10=104'-7 1/2"

11'-1121"

LEGEND Material Legend

L13 (ROOF)=156'-0"

8"

10'-9"

5'-0"

L11=116'-5 1/2"

L1=-2'-0"

L11.5=122'-4 1/2"

2'-0"

2'-0"

MIDDLE LINE OF THE NORTH CHEVRON AT THE TOP

15'-0"

9'-10"

5'-6"

81'-8" 5'-0" 2'-6" 2'-6"

2'-0"

2'-0" 11'-021"

21'-0"

15'-0"

4"

MAX. BASE HEIGHT

3"

WEST PROPERTY LINE

4" MAX. BUILDING HEIGHT

83'-4"

60% OF STREET LENGHT

10'-0"

30'-0"

135'-0"

L12=129'-6"

SETBACK ABOVE MAX. BASE HT.

SETBACK ABOVE HIGHLINE

5'-0"

WEST SIDE OF HIGHLINE

4"

EAST PROPERTY LINE

EAST SIDE OF HIGHLINE

L13 (ROOF)=156'-0"

L12.5 (MEP)=135'-0"

2'-0"

10'-9"

North Elevation (W28th Street) MAX. BUILDING HEIGHT

10'-721"

15'-0"

THE AUTHOR TAKES NO RESPONSIBILITY FOR ANY DIMENSIONS OBTAINED BY SCALING FROM THIS DRAWING. IF NO DIMENSION IS SHOWN THE RECIPIENT MUST ASCERTAIN THE DIMENSION SPECIFICALLY FROM THE ARCHITECT OR BY SITE MEASUREMENT AND MAY NOT RELY UPON THIS DRAWING. SUPPLYING THIS DRAWING IN DIGITAL FORM IS SOLELY FOR CONVENIENCE AND NO RELIANCE MAY BE PLACED ON ANY DATA ON DIGITAL FORM. ALL DATA MUST BE CHECKED AGAINST THE HARD COPY.

L13 (ROOF)=156'-0"

21'-0"

83'-4"

WEST PROPERTY LINE

60% OF STREET LENGHT

06. EXTERNAL WALL

SETBACK ABOVE MAX. BASE HT.

SETBACK ABOVE HIGHLINE

WEST SIDE OF HIGHLINE

EAST PROPERTY LINE

EAST SIDE OF HIGHLINE

10'-0"

Structural Engineer De Simone Consulting Engineers 18 West 18th St, 10th Floor New York NY 10011 USA

Consultant

Facade Consultants Gilsanz Murray Steficek LLP (GMS) 129 West 27th Street, 5th floor New York

CHECKED NY 10001 / DATE USA

NB

May 2013 HS/AB STATUS:

DRAWING TITLE:

SCALE:

June 13th, 2013 1/8":1'

SD DRAFT SET

28th Street (North) NB Elevation

DRAWN BY / DATE

Ismael Leyva Architects P.C. (ILA) 48 West 37th Street New York NY 10018 USA

Services Engineer AKF Group 1501 Broadway, Suite 700 New York NY 10036 USA

SD DRAFT SET

Cellar=-14'-0" DRAWN BY / DATE

Executive Architect

CHECKED / DATE

May 2013 HS/AB

STAGE

SD

FORMAT: LEVEL DATUM = AOD

@E1 ELEV=+11'-3" SCALE:

STAGE

@E1 ELEV=+11'-3"

28th Street (North) Elevation 68

SCHEMATIC DESIGN REPORT June 2013 DRAWING NUMBER:

1856_ZHA_A_201 DRAWING NUMBER:

1856_ZHA_A_201

REV

SD

FORMAT: LEVEL DATUM = AOD

June 13th, 2013 1/8":1'

DRAWING TITLE:

3 REV

3


BNL Headquarter Unitized facades

5+1AA (now Atelier(s) Alfonso Femia) Simonetta Cenci, Alfonso Femia, Gianluca Peluffo

Rome (Italy) 2016 Facades:

30000 m2


Quattro corti Business center

St. Petersburg (Russia) 2011 Facades:

5000 m2

Unitized facades

Piuarch



Curtain walls - Transom-Mullion-facades/stick system - Unitized facades - Double-skin-facades - Window walls


Maison de la Paix Double-skin-facades

Graduate institute of international and development studies IPAS architectes

Geneva (Switzerland) 2015 Steel structures:

2300 t

Facades:

15000 m2




Maison de la Paix POUR LES TOLLERANCES DE CONSTRUCTION VOIR TAV. P7000

01 5201

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

1790

GL04 Garde-corps 12T.12T.4

1791

GL2B Cadre avec lamelles de verre verticales fixes pour ventilation naturelle Verre feuilleté 12.12.2

22741

509

GL6 Verre feuilleté 6+6 Gel 3 E30

GL2A Cadre avec lamelles de verre verticales fixes pour ventilation naturelle Verre feuilleté 15.15.2

Stratigraphie à définir

Passage d'air

GL2A Cadre avec lamelles de verre verticales pivotantes pour la ventilation et désenfumage avec moteur RVA Verre feuilleté 15.15.2

Etage 5

Etage 1

12508

12505

12507

12508

12505

12507

12508

12505

12505

12505

12505

12505

12505

12505

12507

1784

1784

1784

1784

12703

12702

12702

12702

12702

12702

3567

1784

2712

1784

1784

1784

1784

1784

1784

1784

1784

1784

1784

12701

12700

12700

12700

12700

12700

12700

12704

Store vénitien GL08 Volet battent de désenfumage avec moteur RVA Vitrage: 6/16/6/16/44.2 sérigrafé en position 2 comme le énchantillon GL01a & GL08 Volet battent pour la aération et maintenance avec moteur RVA Store seulement sur le vitrage fixe Vitrage de la volet: 6/16/6/16/44.2 sérigrafé en position 2 comme le énchantillon Vitrage fixe: 8/18/6/18/88.2

F.F.L. -4700 2834

Volet battent de désenfumage avec moteur RVA panneau en acier zingue et tole en aluminium anodisé naturel dans la volet côté extérieure avec les même dimensions de la volet

Portes coulissante F.F.L. +0 12603

12602

12602

12602

12602

12602

12601

12600

12600

12600

12600

12600

12600

Tole en aluminium 10/10 anodisè naturel

43

Etage 0

12506

Etage -1

1784

Gaine Polyéthylène

Tole en aluminium 20/10 anodisè naturel

90

12507

Èponge de fermature à l'eau

40

2910 12505

garde-corps)

GL03 glass panel Verre extérieur: 6mm trempé HST, émaillé RAL 9011 position 2 isolation: épaisseur 60mm tôle en acier zingue 10/10

F.F.L. +0 12509

Grille anodisé naturel et à l'intérieur panneau en acier zingue

12509

43

No Pichler ATTENTION: déchargement de l'eau pas à charge de Pichler

Tôle en acier zingue 25/10 pour unir les etriers e fixage des elements en aluminium.

Grille RAL9011 et à l'intérieur panneau en acier zingue

1746

1746

1746

1746

1320

1340

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

1772

Tôle en acier15/10

Vitrage protection au feu EI30 Verre extérieur: 8mm trempé HST émaillé Ral 9011 position 2 intercalaire: 10mm aluminium noir, argon verre intermédiaire: 6mm float LOW-E scellant: 6mm Gel EI30 verre intérieur: 6mm float LOW-E

1333

360

1746

550

Peau intérieure

2224

2448

2371

2297

2683

2604

2525

2928

2845

2764

3095

3011

FREIGABE - APPROVAL

3179

3349

3264

3150 3434

NB: Ancrage pour échafaudage partout sauf angles ou soulement où indiqué STATO STATUS

Etage 5

A B C

INQUADRAMENTO - KEY-PLAN

F.F.L. +16230

APPROVATO SENZA NOTE APPROVED WITHOUT NOTES APPROVATO CON NOTE APPROVED WITH NOTES RIEMETTERE NOT APPROVED

FREIGABE - APPROVAL

A

INQUADRAMENTO - KEY-PLAN

DATA DATE

C

Ouest

Ouest Est

F.F.L. +13080

100

Est

Etage 3

3150

B

VARIABLE

Etage 4

3150

LÉGENDE VITRAGE

200

Vitrage protection au feu E30 Verre extérieur: 8mm trempé HST LOW-E intercalaire: 18mm Cromatec Ultra Plus noir, argon verre intermédiaire: 6mm Extraclear LOW-E intercalaire: 16mm Cromatec Ultra Plus noir, argon verre intérieur: 8mm Float + 3mm gel E30 + 8mm Float

VARIABLE

1746

Tôle en acier10/10

Vitrage protection au feu EI30 Verre extérieur: 8mm trempé HST intercalaire: 10mm aluminium noir, argon verre intermédiaire: 6mm float LOW-E scellant: 6mm Gel EI30 verre intérieur: 6mm float LOW-E

Double Hauteur

1363

POUR LES TOLLERANCES DE CONSTRUCTION VOIR TAV. P7000

VERRE E30 - EI30

PEAU INTERIEURE

810

9

Profil en aluminium anodisè naturel

GL07 Verre extérieur: 8mm trempé HST, LOW-E émaillé Ral 9011 position 2 intercalaire: 18mm Cromatec Ultra Plus noir, argon verre intermédiaire: 6mm durci Extraclear, LOW-E intercalaire: 18mm Cromatec Ultra Plus noir, argon verre intérieur: 8.8.2 Float

F.F.L. +3630

16.8

Peau extérieure

110

3150 3150 3760

F.F.L. +6780

18

Profil en aluminium brut striè antidèrapant

GL1B Verre extérieur: 8mm trempé HST, LOW-E intercalaire: 14mm Cromatec Ultra Plus noir, argon verre intermédiaire: 6mm durci Extraclear, LOW-E intercalaire: 14mm Cromatec Ultra Plus noir, argon verre intérieur: 12.12.2 Float

Etage 2

6

Isolation en laine de roche

VERRE INTÉRIEUR

Etage 3

18

Fil de la store vénitien noir Etrier en acier zingue au feu

GL1A (possible vitrage extérieur) Verre extérieur: 8mm trempé HST, LOW-E intercalaire: 18mm Cromatec Ultra Plus noir, argon verre intermédiaire: 6mm durci Extraclear, LOW-E intercalaire: 18mm Cromatec Ultra Plus noir, argon verre intérieur: 8.8.2 Float

F.F.L. +9930

8

Profil en aluminium anodisè naturel PEAU INTERIEURE

Ouvrant sortie de secours Profils anodisé RAL 9011 Vitrage: 6/16/6/16/44.2

Etage 4

150

3150

F.F.L. +16230

F.F.L. +13080

VARIABLE

3826

3687

3911

3835

3760

4147

4067

3989

4391

4309

4227

4642

4558

4474

4898 3150

4812

4727

19889

117 41.7

Triple vitrage Vitrage feuilletè

140

1790

26

1799

400

1786

2663

1779

142

1779

VARIABLE 348

1779

651 Esamble de facade

2800

1779

0.76

GL5 Verre feuilleté 15.15.SG

Module 2910

1779

12 12

Verre feuilleté 6.6.2

GL2B Verre feuilleté 12.12.2

1779

Peau intérieure

VERRE EXTÉRIEUR

GL2A Verre feuilleté 15.15.2

Double Hauteur

807

LÉGENDE VITRAGE

POUR LES TOLLERANCES DE CONSTRUCTION VOIR TAV. P7000

PEAU EXTERIEURE

F.F.L. +9930

200

F.F.L. +6780

04 03 02 01 00

3760

Etage 1

31/07/2013 07/11/2012 02/10/2012 28/05/2012 11/05/2012

As - built Révision générale Révision générale Révision générale Emission pour approbation

ATKX ATK ATK ATK ATK

01

31/07/2013

As - built

ATKX

00

16/11/2012

Emission pour approbation

ATKG

100

3150

Etage 2

F.F.L. +3630

2910

Etage 0

F.F.L. +0

1906 ATK

Etage -1

4730

FACCIATA EI 60 NO PICHLER

Maison de la Paix CANTIERE

Peau extérieure

1906-F ATKG

TB ST PL

Colombari Pulici/Verbeck ---

DESCRIZIONE

ST

-----

PL

NUMERO DISEGNO

DRAWING NUMBER

1906 F

02

Pulici/Verbeeck 1:1.5

P 2004 04

DESCRIZIONE

Détail vertical inférieur raccord cage escalier rez-de-chaussée pétale 2

NUMERO DISEGNO

1906 F

01 4102

Moteur pour le désenfumage interieure - Vois annexe 6

Peau extérieure

1686 (VARIABLE) VAR.

MINIMUM MODULE

garde-corps) 50

Var. min. 58

Lumière de passage sans les toles de finition =400

Lumière de passage sans les toles de finition =400

133

Lumière de passage sans les toles de finition =400

133

Var. min. 58

50

6T/16/6/4.4.2 UG =0.6

1696 65

mm =380 nance 80mm inte r=3 ur ma cuateu ge po ur éva passa ge po re de passa Lumiè re de Lumiè 469

mm =380 nance 80mm inte r=3 ur ma cuateu ge po ur éva passa ge po re de passa Lumiè re de Lumiè 469

65

511

VAR. MIN 24

01 4104

511

mm =380 nance 80mm inte r=3 ur ma cuateu ge po ur éva passa ge po re de passa Lumiè re de Lumiè 469

50

511

10

50

10

VAR. MIN 24

Tole de finition 25/10 anodisé naturel

12

01 4103

FREIGABE - APPROVAL

558

25

INQUADRAMENTO - KEY-PLAN

200

12

200

1

STATO STATUS

VAR. MIN13 MAX 43

558

25

558

VAR. MIN13 MAX 43

A B C

APPROVATO SENZA NOTE APPROVED WITHOUT NOTES APPROVATO CON NOTE APPROVED WITH NOTES RIEMETTERE NOT APPROVED

FREIGABE - APPROVAL

DATA DATE

STATO STATUS

Ouest

INQUADRAMENTO - KEY-PLAN Est

400

Moteur Schüco pour le désenfumage: IP65 230V - Vois Annexe 7 Cable d'alimentation protégé au feu No Pichler

Var. Max. 91

50

04 03 02 01 00

A B C

APPROVATO SENZA NOTE APPROVED WITHOUT NOTES APPROVATO CON NOTE APPROVED WITH NOTES RIEMETTERE NOT APPROVED

DATA DATE

Ouest

L Module 1749

MAXIMUM MODULE

31/07/2013 21/09/2012 04/09/2012 08/08/2012 05/07/2012

As - built Révision générale Révision générale Révision générale Emission pour approbation

ATKX ATKG ATKLC ATKLC ATKB

DRAWING NUMBER

01

garde-corps)

Peau intérieure

L. DESENFUMAGE=1656

DESCRIPTION

Dessin de projet

LÉGENDE VITRAGE

VAR.

SITE

Genève (Suisse) Colombari

TB

DESCRIPTION

ELEVATION PÉTALE 1 OUEST

POUR LES TOLLERANCES DE CONSTRUCTION VOIR TAV. P7000

01 7410

Maison de la Paix CANTIERE

SITE

Genève (Suisse)

F.F.L. -4700

01 P 5201 00


Brainlab Double-skin-facades

Headquarter next to “Messe München” kadawittfeldarchitektur

Munich (Germany) 2017 Facades:

12000 m2


Maciachini Center Business park Double-skin-facades

Sauerbruch Hutton

Milan (Italy) 2010 Steel structures:

120 t

Facades:

16000 m2



Curtain walls - Transom-Mullion-facades/stick system - Unitized facades - Double-skin-facades - Window walls


160 Leroy Street Luxury apartments

Window walls

Herzog & de Meuron

New York (USA) 2017 Facades:

7000 m2



© Field Condition © Field Condition


160 Leroy Street


Via Savona, 92 Multipurpose building

Window walls

Dordoni Associati

Milan (Italy) 2010 Facades:

7100 m2


MONA Multipurpose building

Window walls

steidle architekten

Munich (Germany) 2013 Facades:

7000 m2



Ventilated cladding/facades


Ventilated cladding/facades

Friem Headquarter Onsite Studio

Segrate (Italy) 2010 Steel structures:

100 t

Facades:

3000 m2

Š Studio Filippo Romano




Friem


Ventilated cladding/facades

Forst Brewery Pichler Architects

Lagundo (Italy) 2011 Steel structures:

300 t

Facades:

1400 m2


Hotel Studio M2R

Salvaterra (Italy) 2008 Steel structures:

130 t

Facades:

1100 m2

Ventilated cladding/facades

Casalgrande



Steel structures


Bergisel Olympic ski jump Steel structures

Zaha Hadid Architects

Innsbruck (Austria) 2002 Steel structures:

173 t




Bergisel


Ponte del mare Bicycle and pedestrian bridge Steel structures

Pichler Architects

Pescara (Italy) 2009 Steel structures:

500 t


Biogen BMC Next generation biologics manufacturing facility

Solothurn (Switzerland) 2018 Steel structures:

13000 t

Facades:

23000 m2

Steel structures

Burckhardt + Partner Architekten Generalplaner


Seilbahn Zugspitze Upper- and lower station of the aerial ropeway Steel structures

Hasenauer Architekten

Garmisch (Germany) 2018 Steel structures:

120 + 1100 t

Facades:

2400 + 6500 m2 Š Vetrotech Saint-Gobain, Fotograf Christoph Seelbach


Portomaso Tower High-rise building Steel structures

DeMicoli & Associates

St Julian’s (Malta) 2018 Steel structures:

1300 t

Facades:

2500 m2


Coming soon


11 Hoyt Street Luxury apartments Studio Gang Architects

New York (USA) 2019 Facades:

11400 m2

© Binyan Studios

Ferring Pharmaceuticals Headquarter Foster + Partners

Copenhagen (Denmark) 2019 Steel structures:

215 t

Facades:

1620 m2 © Fosters+Partners

Aleya Shopping center ATP architekten ingenieure

Ljubljana (Slovenia) 2019 Steel structures:

300 t

Facades:

12200 m2 © ATP/Renderwerk


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Imprint

PICHLER Projects GmbH/Srl

Edition - July 2019

Catalog Facades EN

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