Bim work samples yu liu min

YU LIU

[WORK SAMPLES] E-MAIL: louisyuliu321@gmail.com TEL: +1 213 880 6403

[BIM]

CONTENT: 1. International airport 2. W-14 Lurxary residential building 3. CCSB Office building

[Facade detailing + panelization]

4. Keruen II office tower

5. Lakhta Center ETFE roof and sphare glazing

6. Confidential Museum in Chicago [Architectural design]

7. Museum competition in China [Academic work]

8. Senior apartment

9. Hotel design

10. Facade opitmization

11. Facade fabrication

[ Project 1. Confidential International Airport]

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Work at Werner Sobek New York.PC 2016.11 - 2018.01 Scope of work: BIM coordination. BIM facade modeling. Data & Parameter managing (Revit API) Collaborate Architect: Foster + Partners

Start at construction design phrase,we are incharge of making BIM coodination model for clash detection purpose. It includes Glazing facade, Apron louver facade, bridge metal cladding facade and serves road louver facade system. It contains 122 facade types including: Glazings panel, Louvers panel, Door, Plentm box, Insulation panel, Aluminum cladding, Panel and Cladding Profiles.

Parameters: Total family types: 112 Curtain walls: 45,595m2 Apron faรงade: 1,712m2 Doors: 2,000m2 Bridge facade: 69,531m2 Plan

Apron facade

Plan

Apron facade

Adaptive Louver families

Sand louver & Plenum box families

[ Project 1. Confidential International Airport]

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Work at Werner Sobek New York.PC 2016.11 - 2018.01 Scope of work: BIM coordination. BIM facade modeling. Data & Parameter managing (Revit API) Collaborate Architect: Foster + Partners

ADAPTIVE FAMILY LIBRARY

2D DETAILS

Window Louver Panel

Window louvers families

Window Box

Door families

Twin revolving door Glazing families

Window box families

6 Edges Louver panel

ADAPTIVE FAMILY

FAMILY INTERNAL PARAMETERS

[ Project 1. Confidential International Airport]

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Work at Werner Sobek New York.PC 2016.11 - 2018.01 Scope of work: BIM coordination. BIM facade modeling. Data & Parameter managing (Revit API) Collaborate Architect: Foster + Partners

Dynamo plays an important role in attaching prepared adaptive glazing families on to the single curved facade surface: Glazing facade and the Airplane Bridge facade. The modeling process is been large speedup by using by Dynamo tool auto-detect the reference points and attached the heavy family type onto the facade precisely and efficiently.

GLAZING FACADE

Glazing vertical detail

Bridge and Glazing facade

Multiple point adaptive family

Single curved glazing facade

Dynamo script BRIDGE FACADE Facade substructure

Single curve cladding

Insulation

Facade vertical detail

Section model

Dynamo script

Liner substructure

Single cruved bridge facade

[Project 2. Residential building in Manhattan]

This project is a luxury residential building located in midtown Manhattan. Collaborating with HTO architects, our company in charge of the facade and structure design for this building. My responsibility is coordinate with the structure team, to create the BIM structural model, plans and sections.

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Work at Werner Sobek New York.PC 2017.07 - 2017.10 Scope of work: BIM drafting for structure drawings

Structural Plans

Revit Model

Structural Sections

[Project 3. Capital crossing southern block]

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Work at Werner Sobek New York.PC 2016.07 - 2016.11 Scope of work: Facade detail design, BIM facade modeling, 2D drafting

This an office building project located in Washington DC. We worked on facade design and BIM modelling. It includes unitized glazing system, skylight glazing system, trellis solar shade system, wind needle glazing system.

3

2

1 1

2

Facade system families 1

3

7

7

6

6

4

Skylight glazing detail

2

5

North side top opaque detail

3

4

Trelis solar shade detail

5

6

7

Wind needle glazing facade detail Elevetor base glazing detail

Elevetor typical glazing detail

Interior lobby glazing system

[Project 3. Capital crossing southern block]

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Work at Werner Sobek New York.PC 2016.07 - 2016.11 Scope of work: Facade detail design, BIM facade modeling, 2D drafting

SKYLIGHT FACADE SYSTEM

Skylight top typical detail

Skylight 3D model

Skylight section

Skylight corner typical detail

Skylight side wall typical detail

[Project 4. KERUEN II OFFICE TOWER & SHOPPING MALL]

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Work at Werner Sobek New York.PC 2015.07 - 2016.01 Scope of work: Facade design, Facade detailing, CAD drawings Collaborate with: Marco Baur,

This project located in Astana, Kazakhstan. Collborating with Foster&Partners, we worked on external skin systems as facade consultent and finish the SD and DD phase. The whole project includes glazing facades, metal clading facades, skylight systems and canopy.

Overview of External skin system Flat metal faced panel wall cladding system

Aluminium Hanger and connector details

Typical glazing wall system Sky lobby glazing wall system Garden Lobby Storefront glass wall system Upper level Storefront glass wall system Lower level Glazing wall system at Lift core

East elevation Garden lobby glazing facade

South elevation Metal cladding

Glazing & Elevator facade

133.7 1.52 SGP INTERLAYER

Sizing and spacing of secondary elements connecting the cladding and the primary structure are designed for aluminum panels.

In case Stainless Steel is selected as cladding material, secondary elements as shown in WS drawings are invalid and FC has to recalculate the secondary elements.

Maximum panel height 6000mm Maximum panel width 2000mm

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

12 MM TEMPERED

Revised 16/04/01

Revised 16/04/01

BY FACADE CONTRACTOR POST

Horizontal connection at 3m center (carbon steel)

WATERPROOF MEMBRANE

Architect

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

Sizing and spacing of secondary elements connecting the cladding and the primary structure are designed for aluminum panels.

In case Stainless Steel is selected as cladding material, secondary elements as shown in WS drawings are invalid and FC has to recalculate the secondary elements.

Maximum panel height 6000mm Maximum panel width 2000mm TYPICAL DRAWINGS TO BE CONFIRMED

Revised 16/04/01

Revised 16/04/01

VAPOR CONTROL LAYER

Detail 2 F104.5

APPOINTMENT Horizontal connection at 3m center (carbon steel)

Architect

Architect

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

Structural, Environmental & MEP Engineering

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

92.0

1100 (wind load above 2.5kPa)

Collaborating Architect

Metal cladding

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Metal cladding

Structural, Environmental & MEP Engineering

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Supporting bracket

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Structural, Environmental & MEP Engineering

Intermediate channel (Aluminum)

Column

Back of mullion

Revised 16/04/01

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Intermediate channel (Aluminum)

Collaborating Architect

Revised 16/04/01

KIKLOP DESIGN & ENGINEERING

Typical office tower Architect

Supporting bracket

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

100

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

Collaborating Architect

100

100

Architect

Aluminum transom with steel reinforcement

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Raised floor Ceramic frit

100

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

Structural, Environmental & MEP Engineering

Fire resistant silicon Structural, Environmental & MEP Engineering

STRUCTURAL SILICONE

CERAMIC FRIT

Revised 16/04/01

18.0

STAINLESS STEEL PLATE

12.0 3.0

FINAL TENDER SUBMITTAL Revision

STAINLESS STEEL

10.0

INSULATION

03/24/2016 Date

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

BOTH CONNECTION REQUIRED IN THIS LOCATION

Enclosure Consultant

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

Client

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

14MM ARGON 90% CAVITY 12MM TEMPERED

Indicative trace heating position

Column

by others Cladding joints

Garden lobby Aluminum Transom with steel reinforcement

80.0

Design Development

6+6 MM HEAT STRENGTHENED LAMINATED WARM EDGE SPACER

14MM ARGON 90% CAVITY

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

All the connections to primary steel must be welded connections

End channel (Aluminum to match in finish)

Center line of channels

Collaborating Architect

Vertical plate to transfer top panel dead load to roof primary steel in case of bottom panel failure

37.0

STRUCTURAL SILICONE

Waterproofing

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

80.0

12.0

1

Fireproof board

Slab edge

EWS 101 West Glazing/Garden Lobby Horizontal Detail

Typical glass fin plan

Drawn

TYPICAL HORIZONTAL SECTION AT WEST GLAZING/GARDEN LOBBY BOTTOM PANEL SCALE: 1:2

Scale

Sheet number:

370 MBA/LL

Approved Sheet size

AS SHOWN

FA-OT-129-EWS101-03

6+6 MM HEAT STRENGTHENED LAMINATED 14MM ARGON 90% CAVITY 12MM TEMPERED 14MM ARGON 90% CAVITY 15MM TEMPERED PANE

Index

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

03/24/2016 Date

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

Design Development

Architect

Enclosure Consultant

1

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

CLADDING ELEVATION OF COLUMN SCALE: 1:50

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

GLASS FIN BOTTOM SUPPORTED

Client

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST Structural, Environmental & MEP Engineering APPOINTMENT

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Project-No.

Detail 1 F101.5

20.0

Detail 1 F101.5

800 (wind load below1.5kPa) 1100 (wind load above 1.5kPa

2 2

Corner glass fin plan

Drawn Approved Sheet size Scale

Connection transfers lateral forces only

95.0

INTER SPACE BETWEEN TWO CONNECTIONS <1.6M CONNECTIONS REQUIRED ALL ALONG THE VERTICAL JOINT 20.0

STAINLESS STEEL PROFILE BONDED TO GLASS PANEL

Detail 2

800 (wind load below1.5kPa) 1550 (wind load above 2.5kPa

20.0

F101.4

800 (wind load below1.5kPa) 1100 (wind load 800 above 2.5kPa ) (wind load below1.5kPa) 1100 (wind load above 2.5kPa )

Detail 2 F101.4

STAINLESS STEEL PROFILE BONDED TO GLASS PANEL

95.0

95.0

1

1

SECTION OF BASE TRANSOM AT CONNECTOR, OFFICE TOWER SCALE: 1:2

Hanger

Keruen 2 Astana

Reproduction of these drawings, specifications, related documents and designs in whole or in part is Project strictly forbidden without the prior written permission of Werner Sobek.

EWS 104

Title Enclosure Consultant 04/01/2016

Werner Sobek New York P.C.

2

SECTION OF HEAD TRANSOM AT CONNECTOR, OFFICE TOWER SCALE: 1:2

2

SECTION OF HEAD TRANSOM AT CONNECTOR, OFFICE TOWER SCALE: 1:2

SP

375 Hudson Street

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Fax:+1.212.229.6418

Project

Project

Keruen 2 Astana

SECTION OF HEAD TRANSOM AT SPANDRAL, OFFICE TOWER SCALE: 1:2 F-104.2

2

SECTION OF HEAD TRANSOM AT SPANDRAL, OFFICE TOWER SCALE: 1:2

Sheet number:

FA-OT-129-EWS104-02

Sheet number: EWS 104 Typical Glazing /Office Tower

Project-No. Drawn

MBA/LL

Approved

Approved

SP

Sheet size

DIN A3

Sheet size Scale

Scale

AS SHOWN

FA-OT-129-EWS104-02

KIKLOP

Collaborating Architect DESIGN

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

100.0

STAINLESS STEEL PLATE

CONCRETE TBC BY OTHERS

130.0

CONCRETE TBC BY OTHERS

14MM ARGON 90% CAVITY

20.0

VAPOR CONTROL LAYER

SETTING BLOCK (FOR HEAVY UNITS) WATERPROOF MEMBRANE

CLADDING ELEVATION OF COLUMN SCALE: 1:50

2

03/24/2016 Date

Design Development

Back of mullion

Enclosure Consultant

Werner Sobek Istanbul Mimarlık Mühendislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Caddesi No:3 Kat: 25 Ofis No: 174 34381 Bomonti- Şişli / Istanbul

EWS 301 Cladding of column,glazing interface

HORIZONTAL SECTION OF COLUMN CLADDING, GLAZING INTERFACE SCALE: 1:20

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Date

04/01/2016

Project-No.

Client

370

SP DIN A3 AS SHOWN

Fire resistant silicon

Project

FA-OT-129-EWS301-03

Keruen 2 Astana

Index

2

HORIZONTAL SECTION OF HANGER CLADDING SCALE: 1:10

15MM TEMPERED PANE

15MM TEMPERED PANE

15MM TEMPERED PANE

20.0

20.0

Project

Keruen 2 Astana Title

20.0

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

F-104.1

EWS 104 Typical Glazing /Office Tower

Collaborating Architect

Date

04/01/2016

Project-No.

Fire resistant silicon

370

Drawn

MBA/LL

Approved

SP DIN A3

Sheet size

2

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

04/01/2016

Project-No.

370

Project-No.

Approved

SP DIN A3

Sheet size Scale

AS SHOWN

FA-OT-129-EWS104-01

Date

Drawn

MBA/LL

Scale

TYPICAL MULLION, OFFICE FLOORS (EXCEPT EXECUTIVE TYPICAL MULLION, FLOORS,OFFICE WIND LOAD FLOORS BELOW (EXCEPT 2kpa)EXECUTIVE TYPICAL FLOORS, MULLION, WINDOFFICE LOAD BELOW FLOORS 2kpa) (EXCEPT EXECUTIVE TYPICAL MULLION, FLOORS,OFFICE WIND LOAD FLOORS ABOVE (EXCEPT 2kpa) EXECUTIVE FLOORS, WIND LOAD ABOVE 2kpa) SCALE: 1:2 SCALE: 1:2 SCALE: 1:2 SCALE: 1:2 Sheet number:

Mineral wool insulation

AS SHOWN

Index

FA-OT-129-EWS301-04

Back of mullion

Index

Sheet number:

FA-OT-129-EWS104-01

Archi

Aluminum transom with steel reinforcement

EWS 104 Typical Glazing /Office Tower

KIKLOP DESIGN & ENGINEERING

Date

Approved

2

TYPICAL VERTICAL SECTION SCALE: 1:50

F-104.1

Collaborating Architect

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

Sheet size

1

1

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Structural, Environmental & MEP Engineering

Title

Drawn

1

KIKLOP DESIGN & ENGINEERING

Metal panel

Non combustible rockwool

Detail 2

WATERPROOF MEMBRANE

04/01/2016 370 MBA/LL SP

Raised floor

DIN A3 AS SHOWN

Ceramic frit

Index

FINAL TENDER SUBMITTAL Revision

Ceramic frit

Client

STRUCTURAL SILICONE SEALING

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

STRUCTURAL SILICONE SEALING

10.0

WARM EDGE SPACER

WARM EDGE SPACER

EPDM

EPDM

6+6 MM HEAT STRENGTHENED LAMINATED

6+6 MM HEAT STRENGTHENED LAMINATED

14MM ARGON 90% CAVITY

14MM ARGON 90% CAVITY

EWS 101 North, South, East and West Glazing/Garden Lobby Vertical Section

F-101.4

Date

04/01/2016

Drawn Date Approved Project-No. Sheet size Drawn Scale Approved

Garden lobby glazing section

Sheet size Scale

CERAMIC FRIT

DIN370 A3 MBA/LL AS SHOWN SP DIN A3 AS SHOWN

FA-OT-129-EWS101-04

Index

Sheet number:

FA-OT-129-EWS101-04

Index

12MM TEMPERED 14MM ARGON 90% CAVITY

15MM TEMPERED PANE

MBA/LL 04/01/2016 SP

Sheet number:

12MM TEMPERED 14MM ARGON 90% CAVITY

10.0

10.0 STRUCTURAL SILICONE SEALING

6+6 MM HEAT STRENGTHENED LAMINATED 14MM ARGON 90% CAVITY 12MM TEMPERED 14MM ARGON 90% CAVITY

CERAMIC FRIT

STRUCTURAL SILICONE SEALING

22.0 6+6 MM HEAT STRENGTHENED LAMINATED 14MM ARGON 90% CAVITY 12MM TEMPERED 14MM ARGON 90% CAVITY

15MM TEMPERED PANE

15MM TEMPERED PANE

MAX. 1300 TO NEXT GLASS FIN

10.0

CERAMIC FRIT

MAX. 1300 TO NEXT GLASS FIN

40

15MM TEMPERED PANE

22.0 CERAMIC FRIT MAX. 1300 TO NEXT GLASS FIN

FINAL TENDER SUBMITTAL Revision

03/24/2016 Date

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

Design Development Enclosure Consultant

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

Client

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

22.0

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Project

Keruen 2 Astana Title

40

F-104.4

EWS 104 Typical corner horizontal section Date

Project-No. Drawn

Sheet size

1

1

2

TYPICAL CORNER HORIZONTAL SECTION OPTION TYPICAL 1 CORNER HORIZONTAL SECTION OPTION 1 SCALE: 1:2 SCALE: 1:2

2

Scale

TYPICAL CORNER HORIZONTAL SECTION OPTION TYPICAL 2 CORNER HORIZONTAL SECTION OPTION 2 SCALE: 1:2 SCALE: 1:2 Sheet number:

03/24/2016 Date

Center line of edge beam

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

Title

FA-OT-129-EWS104-04

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Client

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Title

Drawn Approved

DIN A3

Sheet size Scale

AS SHOWN

Sheet number:

Colla

Vertical hanger

Project-No.

SP

F-104.6

EWS 104 Typical vertical section detail at spandrel

Date

370 MBA/LL

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Keruen 2 Astana

F-104.4

04/01/2016

Index

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

Project

Fire proofed and smoke sealed

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Client

Project

Keruen 2 Astana

EWS 104 Typical corner horizontal section

22.0 MAX. 1300 TO NEXT GLASS FIN Approved

Office floor stick system facade & Elevator facade

FINAL TENDER SUBMITTAL Revision

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

Enclosure Consultant

required insulation thickness of 50mm required Metal cladding around connector element.

Trace heating by others Center line of hanger plates 1.7% Connector element

Design Development Enclosure Consultant

Struc

Design Development

Fire resistant silicon

New York, NY 10014.

Werner Sobek New York P.C. Tel:Spring +1.212.229.6000 138 Street 2nd Floor Fax:+1.212.229.6418 New York, NY 10012 www.turnerconstruction.com

Client Project

03/24/2016 Date

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

Keruen 2 Astana

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Client

Keruen 2 Astana

03/24/2016 Date

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Collaborating Architect

strictly forbidden without the prior written permission of Werner Sobek.

Enclosure Consultant

15MM TEMPERED PANE

Project

Structural, Environmental & MEP Engineering

F-301.4

EWS 301 Cladding of hanger

Design Development

Architect ARGON 90% CAVITY 14MM

12MM TEMPERED

Structural, Environmental & MEP Engineering

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Ceramic frit 6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

MBA/LL

Drawn

Scale

CLADDING ELEVATION OF HANGER SCALE: 1:50

Architect

Aluminum transom with steel reinforcement Raised floor

F-301.3

Werner Sobek New York P.C. 138 Spring Street 2nd Floor Werner Sobek Istanbul New York, NY 10012 Mim arlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli Istanbul 375 Hudson/ Street

Enclosure Consultant

EWS 101 Project-No. North, South, East and West Glazing/Garden Lobby Vertical Section370

TYPICAL BASE SECTION SCALE: 1:5 TYPICAL BASE SECTION SCALE: 1:5

FINAL TENDER SUBMITTAL Revision

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

strictly forbidden without the prior written permission of Werner Sobek.

Werner Sobek Istanbul Enclosure Consultant Mim arlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

Design Development

Title

3 3

Client

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADEFINAL TENDER SUBMITTAL 03/24/2016 Revision POST Date CONTRACTOR APPOINTMENT Reproduction of these drawings, specifications, related documents and designs in whole or in part is

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

14MM ARGON 90% CAVITY

KIKLOP DESIGN & ENGINEERING

FINAL TENDER SUBMITTAL Revision

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly the prior written permission of Werner Sobek.

FINAL forbidden TENDER without SUBMITTAL 03/24/2016 Revision Date

SETTING BLOCK (FOR HEAVY UNITS)

Project Title

1 1

Werner Sobek Istanbul Mimarlık Mühendislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Caddesi No:3 Kat: 25 Ofis No: 174 34381 Bomonti- Şişli / Istanbul Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Revised 16/04/01

Approved

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Keruen F-101.42 Astana

TYPICAL VERTICAL SECTION SCALE: 1:50 TYPICAL VERTICAL SECTION SCALE: 1:50

F104.6

Design Development

Revised 16/04/01

Sheet number:

1

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

Detail 2

SP

Index

1

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

6+6 MM HEAT STRENGTHENED LAMINATED

Design Development Enclosure Consultant

Architect ARGON 90% CAVITY 14MM

12MM TEMPERED

14MM ARGON 90% CAVITY

MAX. 1300 TO NEXT GLASS FIN

VAPOR CONTROL LAYER

130.0 250.0

03/24/2016 Date

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

370

DIN A3

Sheet number:

6+6 MM HEAT STRENGTHENED LAMINATED

14MM ARGON 90% CAVITY 12MM TEMPERED

14MM ARGON 90% CAVITY

MAX. 1300 TO NEXT GLASS FIN

F101.4

FINAL TENDER SUBMITTAL Revision

Index

MBA/LL

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADEFINAL TENDER SUBMITTAL 03/24/2016 Revision POST Date CONTRACTOR APPOINTMENT Reproduction of these drawings, specifications, related documents and designs in whole or in part is 6+6 MM HEAT STRENGTHENED LAMINATED

14MM ARGON 90% CAVITY 12MM TEMPERED

MAX. 1300 TO NEXT GLASS FIN

F101.4

Detail 3

DIN A3

04/01/2016

AS SHOWN

Fire proofed and smoke sealed.

Scale Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.

MAX. 1300 TO NEXT GLASS FIN

TRENCH HEATING TBC BY OTHERS

FA-OT-129-EWS104-05

AS SHOWN

Design Development Reproduction of these drawings, specifications, related documents and designs in whole or in part is

800 (wind load below1.5kPa) 1550 (wind load above 2.5kPa

Detail 3

FA-OT-129-EWS104-03

F104.5

50.0

TRENCH HEATING TBC BY OTHERS

Slab edge

Title

50.0

SILICONE

GLASS FiIN BOTTOM SUPPORTED GLASS FiIN BOTTOM SUPPORTED

Sheet number:

All the connections to primary steel must be welded connections

Fireproof board

Slab edge

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

strictly forbidden without the prior written permission of Werner Sobek.

250.0

Scale

TYPICAL VERTICAL SECTION AT CONNECTOR OF HANGER SCALE: 1:10

Vapor barrier

SP

Sheet size

Client

800 (wind load below1.5kPa) 1550 (wind load above 2.5kPa

Approved Sheet size

2

Collaborating Architect Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

Connection transfers CERAMIC FRIT lateral forces only

STAINLESS STEEL PLATE

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

Structural, Environmental & MEP Engineering

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Collaborating Architect

SILICONE

Project-No.

370 MBA/LL

Architect

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Structural, Environmental & MEP Engineering

TO ACCOMMODATE CONST. TOLERANCES VERTICAL SLOTAND STRUCTURAL MOVEMENT TO ACCOMMODATE CONST. Connection transfers lateral forces TOLERANCES AND STRUCTURAL only MOVEMENT

100.0

Date

Drawn

Intermediate channel KIKLOP (Aluminum)

Lines indicate welded bolt on the primary structure

Title

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

Architect

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

6+6 MM HEAT STRENGTHENED LAMINATED

EWS 104 Typical Glazing/Office Tower

Indicative trace heating position by others

Keruen 2 Astana TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

SILICONE

F-104.5

Collaborating Architect

100

All the connections to primary steel must be welded connections

Project

CERAMIC FRIT

SILICONE

Title

04/01/2016

Revised 16/04/01

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

Project

Keruen 2 Astana

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Center line of hanger plates

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Enclosure Consultant

Sheet number:

Index

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

& ENGINEERING

FA-OT-129-EWS104-03

Date

370

Drawn

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Structural, Environmental & MEP Engineering

Scale

F-104.3

04/01/2016

Project-No.

Center line of edge beam

Index

FA-OT-129-EWS301-02

Collaborating Architect

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Title

EWS 104 Typical Glazing /Office Tower

Date

Sheet size

Keruen 2 Astana

Index

Title

Sheet number:

375 Hudson Street New York, NY 10014.

Project-No. Tel: +1.212.229.6000

Drawn www.turnerconstruction.com Approved

2

Aluminum Transom with steel reinforcement

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Date

Client

DIN A3 AS SHOWN

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Structural, Environmental & MEP Engineering

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

EWS 104 Typical Glazing /Office Tower

370

MBA/LL

Approved Sheet size New York, NY 10014.

Scale

F-104.3

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381

Spring Street 2nd Floor Drawn 138 New York, NY 10012

End channel (Aluminum to match in finish)

Center line of channels

Supporting bracket

Design Development Date

Bomonti-Şişli / Istanbul Project-No.

Mullion & transom & Corner Detial

Center line of channels

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 03/24/2016 Fax:+1.212.229.6418 www.turnerconstruction.com Date

Keruen 2 Astana

F-104.2

Client

Collaborating Architect

6+6 MM HEAT STRENGTHENED LAMINATED 14MM ARGON 90% CAVITY 6+6 MM HEAT STRENGTHENED 12MM TEMPERED LAMINATED 14MM ARGON 90% CAVITY 14MM TEMPERED ARGON 90% CAVITY 15MM PANE 12MM TEMPERED 14MM ARGON 90% CAVITY VERTICAL SLOT 15MM TEMPERED PANE

100

Waterproofing

03/24/2016 Date

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

FINAL TENDER SUBMITTAL Revision

Reproduction of these drawings, specifications, related documents and designs in whole or in part is Title strictly forbidden without the prior written permission of Werner Sobek.

Enclosure Consultant

Architect

Sheet number:

Structural, Environmental & MEP Engineering

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Revised 16/04/01 FINAL TENDER SUBMITTAL Revision

Enclosure Consultant

03/24/2016 Date

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Bomonti-Şişli / Istanbul Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Client

APPOINTMENT

Supporting bracket

03/24/2016 Date

Enclosure Consultant Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Corner channel (Aluminum)

Metal cladding

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

Design Development

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

FINAL TENDER SUBMITTAL Revision

Reproduction of these drawings, specifications, related documents and designs in whole or in pa strictly forbidden without the prior written permission of Werner Sobek.

Design Development

Back of mullion

SP DIN A3 AS SHOWN

Architect

Index

Trace heating: A draining system has be implemented as a safety measure to drain water away from the internal parts of the connector elements towards the outside, part of system providers scope. The exact strategy of trace heating application and maintenance has to be developed by the system provider through detail drawings and a report. The system provider must verify the functionality of the system via simulation.

Structural, Environmental & MEP Engineering

03/24/2016 Date

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

Client

370 MBA/LL

Approved Sheet size Scale

Revised 16/04/01

AS SHOWN

FA-OT-129-EWS301-03

Revised 16/04/01

DESIGN & ENGINEERING

FINAL TENDER SUBMITTAL Revision

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

Index

Client

TYPICAL DRAWINGS TO BE CONFIRMED BY FACADE TYPICAL DRAWINGS CONTRACTOR POST TO BE CONFIRMED APPOINTMENT BY FACADE

Scale

Sheet number:

04/01/2016

Project-No. Drawn

Typical office tower

SECTION OF BASE TRANSOM AT SPANDRAL, OFFICE TOWER SCALE: 1:2

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Architect

Date

SP DIN A3

FINAL TENDER SUBMITTAL Revision

INTER SPACE BETWEEN TWO CONNECTIONS <1.6M CONNECTIONS REQUIRED ALL ALONG THE VERTICAL JOINT

800 (wind load below1.5kPa) 1550 (wind load above 2.5kPa

370 MBA/LL

Project

CONTRACTOR POST APPOINTMENT

VERTICAL SLOT TO ACCOMMODATE CONST. TOLERANCES VERTICAL SLOTAND STRUCTURAL MOVEMENT TO ACCOMMODATE CONST. Connection transfers lateral forces TOLERANCES AND STRUCTURAL only MOVEMENT

95.0

04/01/2016

AS SHOWN

Enclosure Consultant

FA-OT-129-EWS101-05

Design Development Typical Glazing /Office Tower

TYPICAL SECTION AT HORIZONTAL JOINT SCALE: 1:5 TYPICAL SECTION AT HORIZONTAL JOINT SCALE: 1:5

at 3m center (carbon steel)

Metal cladding

Intermediate channel (Aluminum)

Column

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

Joint sealed with Silicon

5mm gap to accommodate vertical movement 6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane Ceramic frit

Fire proofed and smoke sealed

Fire resistant silicon

Architect

Revised 16/04/01

Supporting bracket

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

F-301.2

EWS 301 Cladding of the column

Keruen 2 Astana

HORIZONTAL SECTION AT COLUMN CLADDING Title F-301.3 SCALE: 1:20 Sizing and spacing of secondary elements connecting the cladding EWS 301 and spacing of secondary elements connecting the cladding and the primary structure are designed forSizing aluminum panels.

MaximumCladding panel ofheight 6000mm column,glazing interface In case Stainless Steel is selected as cladding material, secondary andandthe structure are designed for aluminum panels. elements as shown in WS drawings are invalid FC hasprimary to 04/01/2016 panel width 2000mm recalculate the Date secondary elements.

TYPICAL DRAWINGS In case370Stainless Steel is selected as cladding material, secondary Project-No. TO BE CONFIRMED MBA/LL as shown in WS drawings are invalid and FC has to Drawn elements

BY FACADE Approved SP CONTRACTOR POST recalculate the secondary elements.

Horizontal Revised connection 16/04/01 DIN A3 Sheet size Revised 16/04/01

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Structural, Environmental & MEP Engineering

SECTION OF BASE TRANSOM AT SPANDRAL, OFFICE TOWER SCALE: 1:2

Design Development

Sheet number:

SILICONE SETTING SEALANT BLOCK BACKER ROD WARM EDGE SPACER SETTING BLOCK HORIZONTAL JOINT ALIGNED WARM EDGE SPACER WITH HORIZONTAL JOINT OF 2ND FLOOR RETAIL HORIZONTAL JOINT ALIGNED FACADE WITH HORIZONTAL JOINT OF 2ND FLOOR RETAIL FACADE

20.0

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

Keruen 2 Astana

Maximum panel height 6000mm Maximum panel width Maximum 2000mm

Structural, Environmental & MEP Engineering

1

Collaborating Architect

6+6 MM HEAT STRENGTHENED LAMINATED 14MM ARGON 90% CAVITY 6+6 MM HEAT STRENGTHENED 12MM TEMPERED LAMINATED 14MM ARGON 90% CAVITY 14MM 90% CAVITY 15MM ARGON TEMPERED PANE 12MM TEMPERED 14MM ARGON 90% CAVITY 15MM TEMPERED PANE SILICONE SEALANT BACKER ROD

2

CLADDING ELEVATION OF COLUMN SCALE: 1:50

HORIZONTAL SECTION OF COLUMN CLADDING, GLAZING INTERFACE SCALE: 1:20

Riverside, 22 Hester Road Kiklop ım4AN Sanat Yay ıncılık San. ve Tic. LondonTasar SW11 Ltd. Mahallesi Tel: Şti.Gümü +44 (0)20şsuyu 7738 0455 Miralay Şefik Bey Sokak 9/2 34437 - Taksim www.fosterandpartners.com / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

SECTION OF BASE TRANSOM AT CONNECTOR, OFFICE TOWER SCALE: 1:2

Collaborating Architect

Date

800 (wind load below1.5kPa) 1100 (wind load 800 above 2.5kPa ) (wind load below1.5kPa) 1100 (wind load above 2.5kPa )

1

Architect Collaborating Architect

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

Architect

1

F-101.5

EWS 101 North, South, East and West Glazing/Garden Lobby Vertical Section

REQUIRED DISTANCE FOR VERTICAL MOVEMENT TO BE CONFIRMED

Revised 16/04/01

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Collaborating Architect

Project

REQUIRED DISTANCE FOR VERTICAL MOVEMENT TO BE CONFIRMED

2

Architect

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Revised 16/02/26

Title

TYPICAL HEAD SECTION SCALE: 1:5

Revised 16/04/01

Client

Project

FINAL TENDER SUBMITTAL Revision

VERTICAL SLOT TO ACCOMMODATE CONST. TOLERANCES AND STRUCTURAL MOVEMENT Connection transfers lateral forces only

Trace heating by others

1.7%

EPDM

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Project

Revised 16/04/01

Title

Keruen 2 Astana

REQUIRED DISTANCE FOR VERTICAL MOVEMENT TO BE CONFIRMED

Werner Sobek Istanbul Mim arlık Mühendislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti- Şişli / Istanbul

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Client

Werner Sobek Istanbul Mimarlık Mühendislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Caddesi No:3 Kat: 25 Ofis No: 174 34381 Bomonti- Şişli / Istanbul Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Revised 16/04/01

Structural, Environmental & MEP Engineering

800 (wind load below1.5kPa) 1100 (wind load above 1.5kPa )

800 (wind load below1.5kPa) 1100 (wind load above 1.5kPa

03/24/2016 Date

Enclosure Consultant

Galvanized steel plate fire proofed and smoke sealed

Enclosure Consultant

DIN A3

95.0

REQUIRED DISTANCE FOR VERTICAL MOVEMENT TO BE CONFIRMED

Fire proofed and smoke sealed FINAL TENDER SUBMITTAL Revision

Design Development

Design Development

80.0

SP

03/24/2016 Date

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

INSULATED AND SEALED PANEL

04/01/2016

Project-No. 80.0

1

KIKLOP DESIGN & ENGINEERING

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

FINAL TENDER SUBMITTAL Revision

F-101.3

Date

Garden lobby

TYPICAL VERTICAL SECTION SCALE: 1:50

Project

Title

1

Kiklop Tasar ım Sanat Yay ın Ltd. Şti.Gümü şsuyu Mahalle Miralay Şefik Bey Sokak 9/2 / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

Vertical hanger

Glazing of first office floor

Vapor barrier

Collaborating Architect

Fire proofed and smoke sealed

Glazing of first office floor

Keruen 2 Astana

20.0

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

required insulation thickness of 50mm required around connector element.

Trace heating by others

Connector element

1.7%

Indicative trace heating position by others

Column

CERAMIC FRIT 15MM TEMPERED PANE SILICONE

Metal cladding

Revised 16/04/01

All the connections to primary steel must be welded connections

Fireproof board

Slab edge

HEATING TBC BY OTHERS

Waterproofing

Center line of channels

FA-OT-129-EWS104-04

Date

04/01/2016 370

Project-No.

MBA/LL SP DIN A3 AS SHOWN

Index

2

Drawn

TYPICAL VERTICAL SECTION DETAIL AT SPANDREL SCALE: 1:10 Fire proofed and smoke sealed

Approved

1 Aluminium cladding details for Hanger and connectors TYPICAL VERTICAL SECTION SCALE: 1:50

Sheet size Scale

Sheet number:

Fire proofed and smoke sealed

Fire resistant silicon

Back of mullion

5mm gap to accommodate vertical movement 6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane Ceramic frit

370 MBA/LL SP DIN A3 AS SHOWN

Index

Trace heating by others

1.7%

EPDM

Galvanized steel plate fire proofed and smoke sealed

FA-OT-129-EWS104-06

04/01/2016

Joint sealed with Silicon Trace heating: A draining system has be implemented as a safety measure to drain water away from the internal parts of the connector elements towards the outside, part of system providers scope. The exact strategy of trace heating application and maintenance has to be developed by the system provider through detail drawings and a report. The system provider must verify the functionality of the system via simulation.

FINA Revis

Repro strictl

Des

Enclo

[Project 4. KERUEN II OFFICE&SHOPPING MALL]

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Work at Werner Sobek New York.PC 2015.07 - 2016.1 Scope of work: Facade design, Facade detailing, CAD drawings Collaborate with: Marco Baur,

Shopping mall glazing system

Horizontal Structure cladding facade

Metal cladding

1.75%

Rigid insulation U value 0.27 W/m ²K

Vapor barrier

Mineral wool insulation U value 0.27 W/m ²K

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

Rigid insulation U value 0.27 W/m ²K

Waterproofing membrane

Back of Aluminum Mullion

Mineral wool insulation U value 0.27 W/m ²K

Drip hole

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane X1: Distance between grid line of edge beam and grid line of truss primary beam may vary according to F+P structural drawings.

Detail 2

Primary beam geometry might also vary according to F+P structural drawings.

WS glazing and support system is not affected by those variations.

WS cladding system can be adapted to various dimensions of X1 and geometies of primary beam.

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

Metal cladding

1.75%

Vapor barrier 1.75%

Aluminum Transom

Metal cladding

1.75%

F104B.3

1.75%

Architect

Waterproofing membrane

Aluminum Transom Back of Aluminum Mullion

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Detail 2

Rigid insulation U value 0.27 W/m ²K

F104C.4

X1: Distance between grid line of edge beam and grid line of truss primary beam may vary according to F+P structural drawings.

Primary beam geometry might also vary according to F+P structural drawings.

Metal cladding

1.75%

Architect

WS glazing and support system is not affected by those variations.

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

WS cladding system can be adapted to various dimensions of X1 and geometies of primary beam.

Rigid insulation U value 0.27 W/m ²K

Structural, Environmental & MEP Engineering

Structural, Environmental & MEP Engineering

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Vapor barrier

Collaborating Architect

Mineral wool insulation U value 0.27 W/m ²K

KIKLOP Vapor DESIGN & ENGINEERING

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

Mineral wool insulation U value 0.27 W/m ²K

barrier

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

Collaborating Architect

Metal panel

Trench heater

by F+P

Non combustible rockwool Fire resistant silicon

Ceramic frit

finish acc. to F+P drawings

Fire proofed and smoke sealed.

Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.

Aluminum Transom with steel reinforcement 6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Back of Aluminum Mullion

Aluminum Transom with steel reinforcement

Revised 16/04/01

Metal cladding

Aluminum Transom with steel reinforcement

Rigid insulation U value 0.27 W/m ²K

Mineral wool insulation U value 0.27 W/m ²K

Vapor barrier

Aluminum Transom

Drip hole

Back of Aluminum Mullion

FINAL TENDER SUBMITTAL Revision

1.75%

Aluminum Transom

Waterproofing membrane

Drip hole FINAL TENDER SUBMITTAL Revision

Back of Aluminum Mullion

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

03/24/2016 Date

Back Development of Aluminum Design Enclosure Consultant

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

Client

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Metal cladding

Rigid insulation U value 0.27 W/m ²K

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

X1: Distance between grid line of edge beam and grid line of truss primary beam may vary according to F+P structural drawings.

Mineral wool insulation U value 0.27 W/m ²K

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Primary beam geometry might also vary according to F+P structural drawings.

Rigid insulation U value 0.27 W/m ²K

Fire proofed and smoke sealed.

Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.

WS glazing and support system is not affected by those variations.

Mineral wool insulation U value 0.27 W/m ²K

1.75%

Metal panel

Title

WS cladding system can be adapted to various dimensions of X1 and geometies of primary beam.

Non combustible rockwool Fire resistant silicon

Fire proofed and smoke sealed.

Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.

2

VERTICAL SECTION AT LEVEL 12 AND 13 SCALE: 1:50

HEAD CONNECTION TO TOP CHORD SCALE: 1:10 Metal panel

F-104B.3

Date

370

Non combustible rockwool Fire resistant silicon

Scale

370 MBA/LL

Drawn Approved

SP DIN A3

Sheet size Scale

AS SHOWN

AS SHOWN Sheet number:

Sheet number:

04/01/2016

Date Project-No.

SP DIN A3

Sheet size

HEAD CONNECTION TO TOP CHORD SCALE: 1:10

Trench heater

by F+P

EWS 104C Vertical section at executive floors

MBA/LL

Approved

2

F-104C.4

WS cladding system can be adapted to various dimensions of X1 and geometies of primary beam.

04/01/2016

Project-No.

VERTICAL SECTION AT EXECUTIVE FLOORS SCALE: 1:50

Title

WS glazing and support system is not affected by those variations.

EWS 104B Vertical section at level 12 and 13

Drawn

1

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Keruen 2 Astana

Primary beam geometry might also vary according to F+P structural drawings.

1.75%

1

Client

Project

Project

Keruen 2 Astana

Vapor barrier

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

X1: Distance between grid line of edge beam and grid line of truss primary beam may vary according to F+P structural drawings.

Metal cladding

1.75%

Fire resistant silicon

Design Development Enclosure Consultant

Mullion

1.75%

Vapor barrier

Metal panel Non combustible rockwool

03/24/2016 Date

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

1.75%

Waterproofing membrane

Aluminum Transom

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

FA-OT-129-EWS104C-04

Index

Index

FA-OT-129-EWS104B-03

Ceramic frit

finish acc. to F+P drawings

Metal cladding

1.75%

Rigid insulation U value 0.27 W/m ²K

INSULATION Vapor barrier

INSULATION

Mineral wool insulation U value 0.27 W/m ²K

INSULATION

Fire proofed and smoke sealed.

Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.

INSULATION Waterproofing membrane

19+19 MM HEAT STRENGTHENED LAMINATED 19+19 MM HEATMM STRENGTHENED 19+19 LAMINATED HEAT STRENGTHENED WARM EDGE SPACER LAMINATED 19+19 MM

Drip hole

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane X1: Distance between grid line of edge beam and grid line of truss primary beam may vary according to F+P structural drawings.

Detail 2 F107.3 Detail 2 F107.32 Detail F107.3

Detail 3 F107.3 Detail 3 F107.33 Detail F107.3

Detail 2 F107.3

3 33

Detail 5 F107.3 Detail 5 F107.35 Detail F107.3

Detail 3

REINFORCEMENT PLATE REQUIRED EVERY 2.5M REINFORCEMENT PLATE ALONG THE FACADE REINFORCEMENT REQUIRED EVERYPLATE 2.5M REQUIRED EVERY 2.5M ALONG THE FACADE REINFORCEMENT PLATE ALONG THE FACADE REQUIRED EVERY 2.5M SHOPPING ALONGMALL THE FACADE

F107.3

Detail 5 F107.3

Rigid insulation U value 0.27 W/m ²K

TYPICAL DRAWINGS TO BE CONFIRMED TYPICAL DRAWINGS BY FACADE TYPICAL DRAWINGS TO BE CONFIRMED CONTRACTOR POST TOBY BEFACADE CONFIRMED APPOINTMENT TYPICAL DRAWINGS BY FACADE CONTRACTOR POST TO BE CONFIRMED CONTRACTOR POST APPOINTMENT

BY FACADE APPOINTMENT CONTRACTOR POST APPOINTMENT

SILICONE SILICONE SILICONE

TYPICAL SECTION 12MM TEMPERED SILICONE 1:2 SECTION SCALE: TYPICAL TYPICAL SECTION SCALE: 1:2 1:2 SCALE: TYPICAL SECTION SCALE: 1:2

Architect

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST TYPICAL DRAWINGS APPOINTMENT TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

Architect

1 11 Retail facade plan 1

Structural, Environmental & MEP Engineering Collaborating Architect

KIKLOP

Structural, Environmental & MEP Engineering

2 2

36.0

100.0

36.0

760.0

WATERPROOF MEMBRANE

760.0

140.0

55.0

115

140.0

55.0

115

STEEL TRANSOM RHS 140X60X6

FINAL TENDER SUBMITTAL Revision

170 INSECT MESH Indicative STEEL TRANSOM RHS 140X60X6

146.8

72.4

Design Development

90.0

WARM EDGE SPACER WARM EDGE SPACER

1 2 22 2

TYPICAL DRAWINGS Enclosure Consultant Client TO BE CONFIRMED

BY FACADE Client Project CONTRACTOR POST Client Keruen 2 Astana APPOINTMENT Project Client

Detail90.0 2

ALUMINUM EXTRUSION 90.0 F107.4 -FINISH ACCORDING TO WARM EDGE SPACER ARCHITECTURAL SPECIFICATION ALUMINUM EXTRUSION

1154

60.0 16.5

60.0

WARM EDGE SPACER

60.0 70.0

19+19 MM HEAT STRENGTHENED LAMINATED 16MM 19+19 MM ARGON 90% CAVITY HEAT STRENGTHENED 12MMLAMINATED TEMPERED 19+19 MM HEAT 16MM STRENGTHENED LAMINATED ARGON 90% CAVITY 16MM 12MM TEMPERED 19+19 MM ARGON 90% CAVITY HEAT STRENGTHENED 12MM TEMPERED LAMINATED

16.5

2506

70.0 60.0

CAPPING SYSTEM 70.0 FOR GLASS RETENTION

16.5

16.5

70.0 90.0 -FINISH ACCORDING TO FOR GLASS RETENTION TYPICAL HORIZONTAL SECTION ALUMINUM EXTRUSION ARCHITECTURAL SPECIFICATION CAPPING SYSTEM -FINISH ACCORDING TO FOR GLASS RETENTION ARCHITECTURAL SPECIFICATION SCALE: N.T.C ALUMINUM EXTRUSION CAPPING SYSTEM -FINISH ACCORDING TO FOR GLASS RETENTION ARCHITECTURAL SPECIFICATION HORIZONTAL SECTION AT METAL CLADDING SCALE: 1:5 HORIZONTAL SECTION AT METAL CLADDING HORIZONTAL SECTION AT METAL CLADDING SCALE: 1:5 SCALE: 1:5 HORIZONTAL SECTION AT METAL CLADDING SCALE: 1:5 CAPPING SYSTEM

WARM EDGE SPACER

2506

Detail 3

WARM EDGE SPACER ALUMINUM EXTRUSION -FINISH ACCORDING TO F107.4 ARCHITECTURAL SPECIFICATION WARM EDGE SPACER ALUMINUM EXTRUSION -FINISH ACCORDING TO ALUMINUM EXTRUSION ARCHITECTURAL SPECIFICATION -FINISH ACCORDING TO ARCHITECTURAL SPECIFICATION

16MM ARGON 90% CAVITY 12MM TEMPERED

5 55

60.0 70.0

90.0

16.5

2506

90.0 90.0

90.0

CAPPING SYSTEM 70.0 60.0 FOR GLASS RETENTION 70.0 CAPPING SYSTEM FOR GLASS RETENTION CAPPING SYSTEM 70.0 FOR GLASS RETENTION

16MM 19+19 MM ARGON 90% CAVITY HEAT STRENGTHENED 12MMLAMINATED TEMPERED 19+19 MM HEAT16MM STRENGTHENED LAMINATED ARGON 90% CAVITY 16MM 12MM TEMPERED 19+19 MM ARGON 90% CAVITY HEAT STRENGTHENED 12MM TEMPERED LAMINATED

12MM TEMPERED

SPECIFICATION HORIZONAL SECTION ARCHITECTURAL AT METAL CLADDING, MOVEMENT JOINT SCALE: 1:5 HORIZONAL SECTION AT METAL CLADDING, MOVEMENT JOINT Detail 2 HORIZONAL SECTION AT METAL CLADDING, MOVEMENT JOINT F107.1 SCALE: 1:5 SCALE: 1:5 HORIZONAL SECTION AT METAL CLADDING, MOVEMENT JOINT

5

153.0 MINERAL WOOL CERAMIC FRIT

F-107.3

CERAMIC FRIT

Drawn Project-No. Sheet size

ApprovedDate Drawn Scale

Sheet number:

Approved

KIKLOP DESIGN & ENGINEERING

Collaborating Architect

ALUMINUM CLADDING PANEL -FINISH ACCORDING TO ARCHITECTRUAL SPECIFICATION

Approved

1

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

14MM ARGON 90% CAVITY

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

FA-SM-129-EWS107-03

Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 Sheet number: FA-SM-129-EWS107-03 FAX: +(90) 212 - 243 70 96

Rigid insulation U value 0.27 W/m ²K

KIKLOP DESIGN & ENGINEERING

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

Vapor barrier

Retail facade connection with secondary structure 2 3 HORIZONTAL SECTION AT FIRST FLOOR SCALE: 1:5

HORIZONTAL SECTION AT FIRST FLOOR SCALE: 1:5

1 1

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

Client

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Sheet number:

FA-SM-129-EWS107-04

1

VERTICAL SECTION AT EXECUTIVE FLOORS SCALE: 1:50

2

BASE CONNECTION TO BOTTOM CHORD, TRANSOM SCALE: 1:10 TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE CONTRACTOR POST APPOINTMENT

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Sheet number:

Index

Mineral wool insulation U value 0.27 W/m ²K

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Collaborating Architect

120

SILICON

Non combustible rockwool Fire resistant silicon

Aluminum Transom

SILICON STAINLESS STEEL PLATE STEEL SETTING BLOCK GROUND BUILD UP (TBC) WELDED TO TRANSOM (FOR HEAVY UNITS)

100

GROUND BUILD UP (TBC)

WATERPROOF MEMBRANE SEALED TO STRUCTURE MEMBRANE

Fire proofed and smoke sealed.

Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.

Drip hole

Back of Aluminum Mullion

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza 375 Hudson Street Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul New York, NY 10014.

Client

SILICON STEEL SETTING BLOCK WELDED TO TRANSOM (FOR HEAVY UNITS)

100

STAINLESS STEEL PLATE 120

Metal panel Mineral wool insulation U value 0.27 W/m ²K

Vapor barrier

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Enclosure Consultant

16MM ARGON 90% CAVITY TRENCH HEATING TBC BY OTHERS 12MM TEMPERED SILICON GRILLE MUST EXTEND TO GLAZING INSULATION TRENCH HEATING TBC BY OTHERS GRILLE MUST EXTEND 300TO GLAZING

Rigid insulation U value 0.27 W/m ²K

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.Werner Sobek Istanbul Enclosure Consultant Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

Design Development

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

Metal cladding

Design Development

FINAL TENDER SUBMITTAL Revision

Tel: +1.212.229.6000 Werner Sobek New York P.C. Fax:+1.212.229.6418 138 Spring Street 2nd Floor www.turnerconstruction.com New York, NY 10012

Client Project

FINAL TENDER SUBMITTAL Revision

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Keruen 2 Astana

03/24/2016 Date

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

03/24/2016 Date

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

Design Development

Design Development

Enclosure Consultant

Enclosure Consultant

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Project Title

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

1.75%

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Metal cladding

6+6 MM HEAT STRENGTHENED LAMINATED 1.75%

F-107.12 Astana Keruen

Client

Vapor barrier Mineral wool insulation U value 0.27 W/m ²K

1

WATERPROOF MEMBRANE SEALED TO STRUCTURE MEMBRANE

Approved Sheet size Sheet number:

Fire resistant silicon

Fire proofed and smoke sealed.

Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.

Scale FA-SM-129-EWS107-01

370 AS SHOWN MBA/LL

Title

Project

F-104C.1

EWS 104C Executive floors

15MM TEMPERED PANE

Keruen 2 Astana Date Project-No. Drawn

1.75%

Approved Sheet size

Detail 2

FA-SM-129-EWS107-01

Scale

04/01/2016 370 MBA/LL SP DIN A3 AS SHOWN

F104B.5

Sheet number:

FA-OT-129-EWS104C-01

Title

F-104B.5

EWS 104B Vertical section at level 12 and 13 Date

Index

Project-No.

SP

Drawn Approved

DIN A3

Sheet size

AS SHOWN Index

1

Scale

VERTICAL SECTION AT LEVEL 12 AND 13 SCALE: 1:50

Typical Mullion & Transom sections Sheet number:

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Keruen 2 Astana

14MM ARGON 90% CAVITY Non combustible rockwool

370

20.0

MBA/LL SP SECTION OF EXECUTIVE 04/01/2016FLOORS MULLION SCALE: 1:2 DIN A3

Client

Project

12MM TEMPERED

Metal panel

04/01/2016

Date

EWS 107 Project-No. Shop front Glass/Shopping Mall ground system Drawn Approved Date Sheet size Project-No. Scale Drawn

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Rigid insulation U value 0.27 W/m ²K

14MM ARGON 90% CAVITY

EWS 107 Shop front Glass/Shopping Mall ground system

370

AS SHOWN

Vapor barrier Index

FA-OT-129-EWS104C-03

Aluminum Transom with steel reinforcement 6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

03/24/2016 Date

F-107.1

SP

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

SP DIN A3

Architect

VAPOR CONTROL LAYER

DIN A3

370 MBA/LL

Structural, Environmental & MEP Engineering

300

MBA/LL

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Collaborating Architect

04/01/2016

AS SHOWN

Ceramic frit

finish acc. to F+P drawings

REINFORCEMENT PLATE REQUIRED EVERY 2.5M ALONG THE FACADE

04/01/2016

Architect

Structural, Environmental & MEP Engineering

Trench heater

by F+P

Fire resistant silicon

Fire proofed and smoke sealed.

Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.

VAPOR CONTROL LAYER

Scale

BASE CONNECTION TO BOTTOM CHORD, TRANSOM SCALE: 1:10

F104C.5

Rigid insulation U value 0.27 W/m ²K Date

BASE CONNECTION AT GROUND FLOOR SCALE: 1:10 BASE CONNECTION AT GROUND FLOOR SCALE: 1:10 Approved

2

1.75%

Metal cladding

Project-No.

EWS 107 Shop front Glass/Shopping Mall Upper floor system

Sheet size

VERTICAL SECTION AT EXECUTIVE FLOORS SCALE: 1:50 Detail 2

1.75%

Drawn TYPICAL DRAWINGS Approved TO BE CONFIRMED Sheet size

BY FACADE Scale CONTRACTOR POST APPOINTMENT

REINFORCEMENT PLATE REQUIRED EVERY 2.5M ALONG THE FACADE

Drawn

1

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

03/24/2016 Date

Enclosure Consultant

Index

03/24/2016 Date

Date

Metal panel

Fire proofed and smoke sealed.

Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.

EWS 104C Executive floors /Office Tower

FINAL TENDER SUBMITTAL Revision

Index

F-104C.5

EWS 104C Vertical section at executive floors

Index

FA-OT-129-EWS104B-04

Fire resistant silicon

F-104C.3

3 3 Retail facade section

Sheet number:

Non combustible rockwool

Title

16MM ARGON 90% CAVITY

Project-No.

F104C.5

Project

12MM 19+19 TEMPERED MM HEAT STRENGTHENED LAMINATED INSULATION

F-107.4

Detail 2

Keruen 2 Astana

19+19 MM HEAT STRENGTHENED LAMINATED

Title

TYPICAL VERTICAL SECTION SCALE: 1:100 TYPICAL VERTICAL SECTION SCALE: 1:100

FINAL TENDER SUBMITTAL Revision

Index

Keruen 2 Astana

12MM TEMPERED

Keruen 2 Astana Title

Mineral wool insulation U value 0.27 W/m ²K

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Aluminum Transom with steel reinforcement

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul

EWS 104C Vertical section at executive floors

Project

SP DIN A3 AS SHOWN

1.75%

Drip hole

SECTION OF BASE TRANSOM SCALE: 1:2

Title

16MM ARGON 90% CAVITY

Waterproofing membrane

Metal panel

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

F-104C.5

MBA/LL

Sheet size Scale

Rigid insulation U value 0.27 W/m ²K

Client Title

370

Approved

Drip hole

1.75%

Vapor barrier

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Non combustible rockwool

Client

Project

1.75%

Aluminum Transom Back of Aluminum Mullion

Index

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

19+19 MM HEAT STRENGTHENED LAMINATED

Mineral wool insulation U value 0.27 W/m ²K

DIN A3

HEAD DETAIL AT GROUND FLOOR SCALE: 1:10 HEAD DETAIL AT GROUND FLOOR SCALE: 1:10

Enclosure Consultant

Enclosure Consultant

Keruen 2 Astana 1.75% 04/01/2016

Project-No.

Sheet number:

Metal cladding

1.75%

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

Project

16.5

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Design Development

F107.1

60.0

2

Metal cladding

Fire proofed and smoke sealed.

Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.

AS SHOWN

Sheet number: Kiklop Tasar ımFA-SM-129-EWS107-03 Sanat Yay ıncılık San. ve Tic.

FINAL TENDER SUBMITTAL Revision

Fire resistant silicon

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Back of

Collaborating Architect

Client

Design Development

EWS 104B Vertical section at level 12 and 13 Date

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Metal panel Non combustible rockwool

Structural, Environmental & MEP Engineering

HEAD AND BASE CONNECTION TO BRACING, TRANSOM SCALE: 1:10

WS glazing and support system is not affected by those variations.

Index

1.75%

F-104B.4

Drawn

Aluminum Transom

12MM TEMPERED 14MM ARGON 90% CAVITY 6+6 MM HEAT STRENGTHENED LAMINATED

X1: Distance between grid line of edge beam and grid line of truss primary beam may vary according to F+P structural drawings.

SP

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

70.0

Title

Mineral wool insulation U value 0.27 W/m ²K

Primary beam geometry might also vary according to F+P structural drawings.

1

370

Reproduction of these drawings, specifications, related docume strictly forbidden without the prior written permission of Werner

Project

Metal cladding

VERTICAL SECTION AT LEVEL 12 AND 13 SCALE: 1:50

Enclosure Consultant FINAL TENDER SUBMITTAL Revision

Keruen 2 Astana 6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

1.75%

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Reproduction of these drawings, specifications, related docume strictly forbidden without the prior written permission of Werner

Design Development

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Index

Architect

WS cladding system can be adapted to various dimensions of X1 and geometies of primary beam.

DIN SP A3

Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

SP

TYPICAL DRAWINGS TO BE CONFIRMED Sheet number: FA-OT-129-EWS104C-02

BY FACADE CONTRACTOR POST APPOINTMENT

1.75%

370 DINMBA/LL A3

Design Development

CAPPING SYSTEM FOR GLASS RETENTION

MBA/LL

DIN A3 Sheet size Index Sheet number: FA-OT-129-EWS104C-02 Scale AS SHOWN

15MM TEMPERED PANE

Fire proofed and smoke sealed.

Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.

04/01/2016 MBA/LL

Detail 3

90.0

SP DIN A3 04/01/2016 AS SHOWN 370

Fire resistant silicon

04/01/2016 SP 370

AS SHOWN

Sheet size FA-SM-129-EWS107-03

Sheet number:

130

AS DINSHOWN A3 MBA/LL

Drawn

Scale

Collaborating Architect

Collaborating Architect

MBA/LL SP 04/01/2016 AS SHOWN

Sheet size Approved Project-No.

Scale

130

STEEL BEAM IPE 220 ALUMINUM CLADDING PANEL -FINISH ACCORDING TO ARCHITECTRUAL SPECIFICATION

F107.1

WATERPROOFING

Enclosure Consultant

Fire proofed and smoke sealed.

Fire/smoke separation and intended Client slab appearance to be coordinated with F+P, arch. design intent.

370 MBA/LL

Approved Sheet size

Scale Project-No.

Drawn

14MM ARGON 90% CAVITY Metal panel Non combustible rockwool

FINAL TENDER SUBMITTAL Revision

Design Development Fire resistant silicon with F+P, arch. design intent.

04/01/2016

Drawn

Date

370

Date Drawn

03/24/2016 Date

Fire proofed andofsmoke sealed.

Reproduction these drawings, specifications, related documents and designs in whole or in part is Metal panel strictly forbidden without the prior written permission of Werner Sobek.

Fire/smoke separation and intended Non combustible slabrockwool appearance to be coordinated

375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

Date Project-No.

EWS 104C Executive floors /Office Tower

Mineral wool insulation U value 0.27 W/m ²K

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Structural, Environmental & MEP Engineering

Detail 3

100.0

WARM EDGE SPACER

FINAL TENDER SUBMITTAL Revision

STEEL BEAM IPE 220

VAPOR BARRIER

ALUMINUM EXTRUSION -FINISH ACCORDING TO ARCHITECTURAL SPECIFICATION

Fire resistant silicon

Title

F-104C.2

Rigid insulation U value 0.27 W/m ²K

Vapor barrier

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

FINAL TENDER SUBMITTAL 03/24/2016 Revision Date

INSULATION

Metal panel

Non combustible rockwool

Vapor barrier

Structural, Environmental & MEP Engineering

1200.0

04/01/2016

www.fosterandpartners.com

Riverside, 22 Hester Road London SW11 4AN Scale Sheet size Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

2 2

100.0

Keruen 2 Astana

Title

Metal cladding

1.75%

12MM TEMPERED 15MM TEMPERED PANE

15MM TEMPERED PANE

1200.0

EWS 107 Project-No. Approved Shop front Glass/Shopping MallDate ground system Structural, Environmental & MEP Engineering

F107.1

POSITION OF THE PANEL WHEN OPEN FOR CLEANING AND MAINTAINING

Mineral wool insulation U value 0.27 W/m ²K

Revised 16/04/01

Project F-104C.2 EWS 104C Keruen 2 Astana Executive floors /Office Tower

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

12MM 6+6 MMTEMPERED HEAT STRENGTHENED LAMINATED 14MM ARGON CAVITY 14MM ARGON 90%90% CAVITY

1 1

153.0 MINERAL WOOL WATERPROOF MEMBRANE SEALED TO STRUCTURE MEMBRANE

220.0

Title

Detail 2

SCALE: 1:5

Fax:+1.212.229.6418 www.turnerconstruction.com 375 Hudson Street New York, NY 10014.

Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com

EWS Title 107 Shop front Glass/Shopping Mall ground system Keruen 2 Astana F-107.3 EWS 107 F-107.3 Datesystem Shop front Glass/Shopping MallRiverside, ground 22 Hester Road EWS 107 Title London SW11 4AN Project-No. Shop front Glass/Shopping Mall ground system Tel: +44 (0)20 7738 0455

Architect

16MM ARGON 90% CAVITY

CAPPING SYSTEM FOR GLASS RETENTION

ALUMINUM EXTRUSION -FINISH ACCORDING TO

Aluminum Transom with steel reinforcement

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

375 Istanbul Hudson Street Werner Sobek Mimarlık Mühe Danışmanlık Newndislik York,veNY 10014. Tic. Ltd. Şti.

I Tower Plaza Tel: +1.212.229.6000 Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Fax:+1.212.229.6418 Bomonti-Şişli / Istanbul

Project Client

6+6 MM HEAT STRENGTHENED LAMINATED 14MM ARGON 90% CAVITY

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE TYPICAL DRAWINGS SECTION OF INTERMEDIATE TRANSOM CONTRACTOR POST SCALE: 1:2 BE CONFIRMED TO APPOINTMENT SECTION OF INTERMEDIATE BY FACADE TRANSOM SCALE: 1:2 CONTRACTOR POST APPOINTMENT

Architect

Bomonti-Şişli / Street Istanbul 138 Spring Street 2nd Floor 375 Hudson New York, NY 10012 New York, NY 10014.

Werner Sobek Istanbul Werner Sobek New York P.C. Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

Tel: +1.212.229.6000 138 Spring Street 2nd Floor I Tower Plaza Fax:+1.212.229.6418 New York, NY 10012 Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 www.turnerconstruction.com 375 Hudson Street Bomonti-Şişli / Istanbul New York, NY 10014.

Werner Sobek New York P.C. Tel: +1.212.229.6000 375 Hudson Street138 Spring Street 2nd Floor Fax:+1.212.229.6418 New York, NY 10014.

New York, NY 10012 www.turnerconstruction.com Tel: +1.212.229.6000

Project Keruen 2 Astana Title Keruen 2 Astana F-107.3 Project

19+19 MM HEAT STRENGTHENED LAMINATED

60.0

WARM EDGE SPACER

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Back of Aluminum Mullion

Vapor barrier

03/24/2016 Date

Werner Sobek Istanbul Enclosure Consultant Mimarlık Mühe ndislik Reproduction of these drawings, specifications, related documents and designs in whole orveinDanışmanlık part is Tic. Ltd. Şti.

I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 strictly forbidden without the prior written permission of Werner Sobek.

Bomonti-Şişli / Istanbul

INWARD OPERABLE MECHANICAL VENT. LOCATION AND OPENING SIZE TO BE CONFIRMED BY FACADE CONTRACTOR WATERPROOF MEMBRANE SEALED TO STRUCTURE MEMBRANE

STEEL TRANSOM RHS 140X60X6

138 Spring Street 2nd Floor I Tower Plaza Werner Sobek Istanbul New York, NY 10012 Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Mimarlık Mühe ndislik/ ve Danışmanlık Tic. Ltd. Şti.

Bomonti-Şişli Istanbul I Tower Plaza MerkezWerner Mah. Akar Cadd esiYork No:3 Kat: 25 Ofis No: 174 34381 Sobek New P.C.

Enclosure Consultant

WATERPROOFING

800

KIKLOP DESIGN & ENGINEERING

Vapor barrier

Revised 16/04/01

Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012

Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381

STEEL MULLION

Collaborating Architect

Mineral wool insulation U value 0.27 W/m ²K

03/24/2016 Date

FINAL TENDER SUBMITTAL Design Development Revision

F104B.4

Client Enclosure Consultant

Revised 16/04/01VENT. INWARD OPERABLE MECHANICAL LOCATION AND OPENING SIZE TO BE CONFIRMED BY FACADE CONTRACTOR

220.0

Bomonti-Şişli / Istanbul strictly forbidden without the prior written permission of Werner Sobek.

Design Development Werner Sobek Istanbul Enclosure Consultant WernerMimarlık Sobek New York P.C.ve Danışmanlık Tic. Ltd. Şti.

Mühe ndislik

STEEL MULLION WATERPROOFING

WATERPROOFING

FINAL TENDER SUBMITTAL Revision

Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

Detail 2

Drip hole

Back of Aluminum Mullion

Design Development

DesignReproduction Development I Tower Plaza of these drawings, specifications, related documents and designs in whole or in part is

STEEL MULLION WATERPROOFING

60.0

INSECT MESH Indicative

Revision Date strictly forbidden without the prior written permission of Werner Sobek.

Werner Sobek Istanbul Enclosure Consultant Mimarlık Mühe ndislik ve Danışmanlık Tic. Ltd. Şti.

100

1154

03/24/2016 Date

Collaborating Architect Structural, Environmental & MEP Engineering

KIKLOP DESIGN & ENGINEERING

Rigid insulation U value 0.27 W/m ²K

Mineral wool insulation U value 0.27 W/m ²K

ALUMINUM TRANSOM WITH STEEL REINFORCEMENT

FINAL TENDER SUBMITTAL 03/24/2016 Reproduction of these drawings, specifications, related documents and designs in whole or in part is Revision Date strictly the prior written permission of Werner Sobek.

FINAL forbidden TENDER without SUBMITTAL 03/24/2016 STEEL PLATE CAST Revision Date IN CONCRETE Reproduction of these drawings, specifications, related documents and designs in whole or in part is strictly forbidden without the prior written permission of Werner Sobek.

Rigid insulation U value 0.27 W/m ²K

Mineral wool insulation U value 0.27 W/m ²K

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Back of Aluminum Mullion

Aluminum Transom with steel reinforcement

ALUMINUM TRANSOM WITH STEEL REINFORCEMENT

Structural, Environmental & MEP Engineering Architect

Metal cladding

Metal cladding

Rigid insulation U value 0.27 W/m ²K

TYPICAL DRAW TO BE CONFIR

BY FACADE CONTRACTOR APPOINTMENT

Architect

1.75%

Metal cladding

12MM TEMPERED 16MM ARGON 90% CAVITY 19+19 MM HEAT STRENGTHENED LAMINATED

146.8

STEEL MULLION

THERMALLY BROKEN CONNECTION

STEEL PLATE CAST IN CONCRETE

FINAL TENDER SUBMITTAL 03/24/2016 Design Development Reproduction of these drawings, specifications, related documents and designs in whole or in part is

VAPOR BARRIER INSULATION

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

Rigid insulation U value 0.27 W/m ²K

STEEL MULLION

800

Collaborating Architect

X1: Distance between grid line of edge beam and grid line of truss primary beam may vary according to F+P structural drawings.

WS glazing and support system is not affected by those variations.

WS cladding system can be adapted to various dimensions of X1 and geometies of primary beam.

Vapor barrier

Architect

STEEL MULLION

WATERPROOFING

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Rigid insulation U value 0.27 W/m ²K

ARCHITECTURAL METAL PANEL

72.4

VAPOR BARRIER INSULATION

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 1.75% 14mm argon 90% cavity 15mm tempered pane

1.75%

Waterproofing membrane

Aluminum Transom Back of Aluminum Mullion

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

Aluminum Transom with steel reinforcement

ARCHITECTURAL METAL PANEL Revised 16/04/01

STEEL TRANSOM RHS 140X60X6

VAPOR BARRIER INSULATION VAPOR BARRIER INSULATION 2632

WATERPROOFING STEEL MULLION WATERPROOFING

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

www.turnerconstruction.com

TYPICAL SECTION AT CORNER SCALE: 1:2 SECTION AT CORNER TYPICAL TYPICAL SECTION AT CORNER SCALE: 1:2 SCALE: 1:2 TYPICAL SECTION AT CORNER

STEEL MULLION WATERPROOFING STEEL MULLION

Aluminum Transom with steel reinforcement

Aluminum Transom with steel reinforcement

170

STEEL MULLION RHS 140X60X6

RHS 140X60X6 THERMALLY BROKEN CONNECTION

FIREPROOF BOARD VAPOR BARRIER

VAPOR BARRIER

100

Structural, Environmental & MEP Engineering

Primary beam geometry might also vary according to F+P structural drawings.

WS glazing and support system is not affected by those variations.

WS cladding system can be adapted to various dimensions of X1 and geometies of primary beam.

Metal cladding

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Aluminum Transom

100.0

MINERAL WOOL

SCALE: 1:2

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. Ltd. Şti.Gümü şsuyu Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) 212 - 243 70 95 FAX: +(90) 212 - 243 70 96

KIKLOP DESIGN & ENGINEERING

Vapor barrier

FIREPROOF BOARD

2536

Fire proofed and smoke sealed.

Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.

12MM TEMPERED 16MM ARGON 90% CAVITY 19+19 MM HEAT STRENGTHENED LAMINATED

MINERAL WOOL WATERPROOF MEMBRANE

2632

SECTION OF HEAD TRANSOM SCALE: 1:2

finish acc. to F+P drawings

SECTION OF HEAD TRANSOM SCALE: 1:2

J

INSULATION

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Mineral wool insulation U value 0.27 W/m ²K

Vapor barrier

Primary beam geometry might also vary according to F+P structural drawings.

J

INSULATION VAPOR BARRIER

Back of Aluminum Mullion

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Collaborating Architect

Ceramic frit

FAX: +(90) 212 - 243 70 96

4 glazing detail Corner 44 4

Rigid insulation U value 0.27 W/m ²K

1.75%

Collaborating Architect

Trench heater

by F+P

Fire resistant silicon

& ENGINEERING KIKLOP & ENGINEERING DESIGN & ENGINEERING TEL: +(90) 212 - 243 70 95 Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. FAX: +(90) 212 - 243 70 96 Ltd. Şti.Gümü şsuyu Mahallesi KIKLOP Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL DESIGN & ENGINEERING TEL: +(90) 212 - 243 70 95

DESIGN Collaborating Architect KIKLOP

1.75%

Structural, Environmental & MEP Engineering

Metal panel Non combustible rockwool

Riverside, 22 Hester Road London SW11 4AN Kiklop Tasar ım Sanat Tic. Tel:Yay +44ıncılık (0)20San. 7738ve 0455 Ltd. Şti.Gümü şsuyuwww.fosterandpartners.com Mahallesi Miralay Şefik Bey Sokak 9/2 34437 - Taksim / ISTANBUL TEL: +(90) - 243 95 Yay ıncılık San. ve Tic. Kiklop212 Tasar ım70 Sanat FAX: +(90) 212 - 243şsuyu 70 96Mahallesi Ltd. Şti.Gümü Miralay Şefik Bey Sokak 9/2 34437 - Taksim Kiklop Tasar ım Sanat Yay ıncılık San. ve Tic. / ISTANBUL Ltd. Şti.Gümü şsuyu Mahallesi TEL: +(90) 212 - 243 70 95 Miralay Şefik Bey Sokak 9/2 34437 - Taksim FAX: +(90) 212 - 243 70 96 / ISTANBUL

Collaborating Architect

Collaborating Architect DESIGN

Revised 16/04/01 Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

X1: Distance between grid line of edge beam and grid line of truss primary beam may vary according to F+P structural drawings.

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 Riverside, 22 Hester Road www.fosterandpartners.com London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 Riverside, 22 Hester Road www.fosterandpartners.com London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Structural, Environmental & MEP Engineering

TYPICAL PLAN AT GROUND FLOOR 1:50PLAN AT GROUND FLOOR SHOPPING MALL SCALE: TYPICAL TYPICAL PLAN AT GROUND FLOOR SHOPPING MALL SCALE: 1:50 1:50 PLAN AT GROUND FLOOR SHOPPING MALL SCALE: TYPICAL SCALE: 1:50

Aluminum Transom with steel reinforcement

Waterproofing membrane

Aluminum Transom

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 Riverside, 22 Hester Road www.fosterandpartners.com London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com

Architect

Architect

Metal cladding

Architect

KIKLOP DESIGN & ENGINEERING

Architect Architect

Structural, Environmental & MEP Engineering

INSULATION VAPOR BARRIER

TYPICAL DRAW TO BE CONFIR

BY FACADE CONTRACTOR APPOINTMENT

Mineral wool insulation U value 0.27 W/m ²K

Vapor barrier

3

VAPOR BARRIER INSULATION

6+6 mm heat strengthened laminated 14mm argon 90% cavity Revised 16/04/01 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Metal cladding

1.75%

WS glazing and support system is not affected by those variations.

WS cladding system can be adapted to various dimensions of X1 and geometies of primary beam.

Structural, Environmental & MEP Engineering

VAPOR BARRIER

TYPICAL DRAWINGS TO BE CONFIRMED

BY FACADE

Back of Aluminum Mullion Aluminum Transom CONTRACTOR POST with steel reinforcement APPOINTMENT

Primary beam geometry might also vary according to F+P structural drawings.

HEATEDGE STRENGTHENED WARM SPACER

16MM LAMINATED WARM EDGE SPACER ARGON 90% CAVITY 16MM WARM EDGE SPACER ARGON 90% CAVITY 12MM TEMPERED 16MM ARGON 90% CAVITY 12MM TEMPERED 16MM 12MMARGON TEMPERED 90% CAVITY

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

Back of Aluminum Mullion

6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane

1.75%

Aluminum Transom Back of Aluminum Mullion

Aluminum Transom with steel reinforcement

2

HEAD CONNECTION TO BOTTOM CHORD SCALE: 1:10

Cladding section of enclosed structure Sheet number:

FA-OT-129-EWS104B-05

04/01/2016 370 MBA/LL SP DIN A3 AS SHOWN

Index

Sheet number:

[Project 5. Lakhta Center ETF Roof & Sphere facade design]

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Work at Werner Sobek New York.PC 2015.07 - 2016.1 Scope of work: Facade design, Facade detailing, CAD drawings Collaborate with: Viola Kosseda, 1

2

3

4

5

6

7

8

Северный блок/ 1 North block

1 Typical Section at ETFE Roof/Типовой разрез ETFE крыши SCALE: 1:20

Being the tellest building in Russia, this project located in 90 miles away from St Persburg. Our main responsiblity includes facade detail design of the 1: ETEF roof system.

2: Panelization and detailing of a half-sphare interior glazing curtain wall system in shopping mall.

This page present the ETEF details and 3D model.

H

2

3

4

5

6

7

8

Севе No

1 Detail at Roof Parapet/Деталь парапета крыши 2

SCALE: 1:5

H

1

4

3

Detail Деталь G

Юж So 12-

Южный блок/ Арка/Arch South block 1 - Здание Башня/Tower 2 - Многофункциональное здание, состоящее из южного и северного блоков, объединенное крытым двором/Multifunctional building consisting of north and south block unified with covered precinct 3 - Стилобатная часть, включающая северную и южную площадь/Podium consisting of north and south square 4 - Арка главного входа/Arch of the main entrance

G

F002_05

3-

4-

ETFE Cushion ЭПК амартизатор

Note / Примеч F

Note / Примечания:

F

E

AFT ION DR T RY UC INA NSTR ект про ELIM CO PR ый а OR льн ьств TF те л NO и р оите два Пре ля стр д не

ETFE Air Supply Duct ETFE поставка воздуха канал

E PR NO

П

E

Project Name :

Roof parapet Section

Project Name :

Mixed-use Complex

D

Employer:

"Lakhta Center"

D

Employer:

2 Typical Section at ETFE Roof SCALE: 1:20

АКЦИОНЕРНОЕ ОБЩЕСТВО «Многофункциональный комплекс «Лахта центр»

General Design

General Designer :

14, Seocho-dear C

Detail деталь

Design Consulta

SAMSUNG C&T 14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr

F002_03

C

Design Consultant :

Design Consulta

Согласовано

B

Design Consultant :

5

6

7

8

Подп. и дата Инв. N подл.

H

Взам. инв . N

ВЗАМ_ИНВ_НОМЕР

ГЛ_СПЕЦENG

THOMAS_WINTERSTETTER

Sheet Doc.No Signature

Date

F002_5 GIP

0.000=0.000 -

A

11/12/2015

Designed

VIOLA_KOSSEDA

11/12/2015

Checked

SILVIA_PRANDELLI

11/12/2015

Approved

IVAN_TOMOVIC

2

Stage

Sheet

Sheets

T

F002_02

Detail at roof parapet

-

11/12/2015

002_ETFE_ROOF 1

2

3

4

5

6

7

8

ГЛ_СПЕЦENG

THOMAS_WINTERSTETTER

11/12/2015

Designed

VIOLA_KOSSEDA

11/12/2015

Checked

SILVIA_PRANDELLI

11/12/2015

Approved

IVAN_TOMOVIC

11/12/2015

Изм. Кол.уч. Лист

N док.

Подпись

Дата

F002_5 ГИП ГЛ_СПЕЦ

THOMAS_WINTERSTETTER

11/12/2015

Разработал

VIOLA_KOSSEDA

11/12/2015

Проверил

SILVIA_PRANDELLI

11/12/2015

Н.контр.

IVAN_TOMOVIC

11/12/2015

-

A

1

Изм. Кол.уч. Лист

4

N док.

Подпись

Дата

F002_02 ГИП

3

Южный блок/ Арка/Arch South block 1 2 1 - Здание Башня/Tower 2 - Многофункциональное здание, состоящее из южного и северного блоков, объединенное крытым двором/Multifunctional building consisting of north and south block unified with covered precinct 3 - Стилобатная часть, включающая северную и южную площадь/Podium consisting of north and south square 4 - Арка главного входа/Arch of the main entrance

Detail Деталь F002_05

G

Подп. и дата

F002_02 GIP

Северный блок/ North block

Инв. N подл.

4

Взам. инв . N

3

ВЗАМ_ИНВ_НОМЕР

2

SCALE: 1:20

ИНВ._№_ПОДЛ.

1

1 Typical Section at ETFE Roof/Типовой разрез ETFE крыши

Modif.

Date

Sheet Doc.No Signature

Modif.

ИНВ._№_ПОДЛ.

Согласовано

B

3

4

5

6

7

1

Note / Примечания:

8

2

ГЛ_СПЕЦ

THOMAS_WINTERSTETTER

11/12/2015

Разработал

VIOLA_KOSSEDA

11/12/2015

Проверил

SILVIA_PRANDELLI

11/12/2015

Н.контр.

IVAN_TOMOVIC

11/12/2015

Стадия

Лист

Листов

T

F002_02

-

Формат A1

3

4

5

H

FT N RA TIO YD UC AR MIN ONSTR оект ELI й пр RC PR ьны тва T FO NO ител ельс двар роит Пре я ст дл не

7

8

Северный бло North block

SCALE: 1:50

ETFE Middle panel:

ETFE Edge panel

E

Project Name :

6

2 Expansion Joint at ETFE Roof/Температурный шов ETFE крыши ETFE roof plan with Expansion Joint

1 Typical Plan at ETFE Roof/Типовой план ETFE крыши SCALE: 1:50

F

Южный блок South block 1 - Здание 2 - Многоф из южно объедин consisti precinct 3 - Стилоба и южную square 4 - Арка гл

G

Mixed-use Complex "Lakhta Center" D

2

Employer:

Typical Section at ETFE Roof SCALE: 1:20

АКЦИОНЕРНОЕ ОБЩЕСТВО «Многофункциональный комплекс «Лахта центр» General Designer :

Double curved ETEF roof model

SAMSUNG C&T Detail деталь

Note / Примечания:

14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr

F002_03

C

F

Design Consultant :

IN ELIM PR O TF NO едв р П дл не

Design Consultant :

Согласовано

B

H

1

1

2

3

4

5

6

7

8

Северный блок/ 1 North block

Typical Section at Expansion Joint/Типовая деталь деформационного шва

Взам. инв . N

ВЗАМ_ИНВ_НОМЕР

4

5

6

7

8

1 Typical Section at Gutter/Типовая деталь водостока

2

SCALE: 1:2

H

-

4

Modif.

Date

1

GIP

Южный блок/ Арка/Arch South block 1 - Здание Башня/Tower 2 - Многофункциональное здание, состоящее из южного и северного блоков, объединенное крытым двором/Multifunctional building consisting of north and south block unified with covered precinct 3 - Стилобатная часть, включающая северную и южную площадь/Podium consisting of north and south square 4 - Арка главного входа/Arch of the main entrance

G

Sheet Doc.No Signature

F002_02

3

G

ГЛ_СПЕЦENG

THOMAS_WINTERSTETTER

11/12/2015

Designed

VIOLA_KOSSEDA

11/12/2015

Checked

SILVIA_PRANDELLI

11/12/2015

Approved

IVAN_TOMOVIC

11/12/2015

Sheet

Sheets

T

F002_02

-

4

3

E

Южный блок/ Арка/Arch South block 1 - Здание Башня/Tower 2 - Многофункциональное здание, состоящее из южного и северного блоков, объединенное крытым двором/Multifunctional building consisting of north and south block unified with covered precinct 3 - Стилобатная часть, включающая северную и южную площадь/Podium consisting of north and south square 4 - Арка главного входа/Arch of the main entrance

Изм. Кол.уч. Лист

N док.

Подпись

Дата

F002_02 Инв. N подл.

Stage

002_ETFE_ROOF

A

ИНВ._№_ПОДЛ.

Северный блок/ North block

0.000=0.000

2

SCALE: 1:2

1

Подп. и дата

3

2

ГИП ГЛ_СПЕЦ

Note / Примечания: F

F

1

2

3

4

5

T AF N DR TIO RY UC кт INA NSTR прое ELIM R CO PR ьный тва T FO ьс NO рител тел едва строи Пр для не

6

4 Layers ETFE Cushion See Architectural Drawings for Detail 4 слоя ЭКП прокладки см. Деталированые архитектурные чертежи E

7

8

THOMAS_WINTERSTETTER

11/12/2015

Разработал

VIOLA_KOSSEDA

11/12/2015

Проверил

SILVIA_PRANDELLI

11/12/2015

Н.контр.

IVAN_TOMOVIC

11/12/2015

Стадия

Лист

Листов

T

F002_02

-

Project Name :

M

Note / Примечания:

T AF N DR TIO RY UC кт INA NSTR прое ELIM R CO PR ьный тва T FO ьс NO рител тел едва строи Пр для не

Формат A1

Employer:

E

D Project Name :

А

Project Name :

Mixed-use Complex

Mixed-use Complex

"Lakhta Center"

"Lakhta Center"

Employer: D

Employer:

D

АКЦИОНЕРНОЕ ОБЩЕСТВО «Многофункциональный комплекс «Лахта центр»

АКЦИОНЕРНОЕ ОБЩЕСТВО «Многофункциональный комплекс «Лахта центр»

General Designer :

General Designer :

General Designer :

SAMSUNG C&T

SAMSUNG C&T

14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr

Design C

C

14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr

Consultant :

Design Consultant :

Design Consultant :

Design Consultant :

C B

8

THOMAS_WINTERSTETTER

VIOLA_KOSSEDA

Проверил

SILVIA_PRANDELLI

Н.контр.

IVAN_TOMOVIC

Взам. инв . N

T

F002_04

GIP

-

ГЛ_СПЕЦENG Designed

11/12/2015 11/12/2015

Подпись

11/12/2015

THOMAS_WINTERSTETTER

SILVIA_PRANDELLI

Approved

IVAN_TOMOVIC

Sheet

T

F002_03

11/12/2015 11/12/2015 11/12/2015

11/12/2015

Maintenance Walkway Cushion drained via Gutter below See Architectural Drawings Snow Cable обслуживающая дорожка for Details -Layout to be finalized by оснащенная водостоком внизу прокладка Facade Contractor см. архитектурные чертежи upon appointment Элемент жесткости План должен быть завершен по назначению подрядчика

002_ETFE_ROOF -

Изм. Кол.уч. Лист

Стадия

Лист

Листов

T

F002_04

-

Формат A1

N док.

Подпись

Дата

F002_03 ГИП ГЛ_СПЕЦ

Typical section at Gutter 1

-

11/12/2015

002_ETFE_ROOF A

Дата

11/12/2015

Sheets

11/12/2015

VIOLA_KOSSEDA

Checked

Stage

2

3

4

Разработал 5

6

7

8

THOMAS_WINTERSTETTER

11/12/2015

VIOLA_KOSSEDA

11/12/2015

SILVIA_PRANDELLI

11/12/2015

Проверил Н.контр.

IVAN_TOMOVIC

11/12/2015

Стадия

Лист

Листов

T

F002_03

-

Substructure and Gutter

Формат A1

ETFE Cushion Fixing Profile Фторопластая фиксирующая прокладка

14, Seocho-dearo 74gil,Seo

Design Consultant :

ETFE Cushion Fixing Profile ЭПК фиксирующий амартизирующий профил ETFE Cushion See Architectural Drawings for Details ЭПК прокладка см. архитектурные чертежи

Snow Cable -Layout to be finalized by Facade Contractor upon appointment Элемент жесткости План должен быть завершен по назначению Maintenance Walkway подрядчика drained via Gutter below обслуживающая дорожка с водостоком ниже

Design Consultant :

B

Согласовано

Разработал 7

Date

Modif.

Взам. инв . N

6

Sheet Doc.No Signature

F002_03

Sheets

ВЗАМ_ИНВ_НОМЕР

5

Инв. N подл.

Typical section at expansion joint 4

ИНВ._№_ПОДЛ.

Инв. N подл.

ИНВ._№_ПОДЛ.

ГЛ_СПЕЦ

3

Sheet

дата

Согласовано

N док.

F002_04 ГИП

2

Stage

11/12/2015

VIOLA_KOSSEDA SILVIA_PRANDELLI IVAN_TOMOVIC

Изм. Кол.уч. Лист

Modif.

11/12/2015

THOMAS_WINTERSTETTER

Checked Approved

A

1

0.000=0.000 -

Date

ВЗАМ_ИНВ_НОМЕР

Взам. инв . N

ВЗАМ_ИНВ_НОМЕР

Подп. и дата

ГЛ_СПЕЦENG Designed

0.000=0.000 -

Sheet Doc.No Signature

F002_04

Подп. и дата

Согласовано

B

Modif.

GIP

Expansion Joint Дефармационный шов

Sheet Doc.No Signature

Date

F002_01 GIP ГЛ_СПЕЦENG

THOMAS_WINTERSTETTER

11/12/2015

Designed

VIOLA_KOSSEDA

11/12/2015

Checked

SILVIA_PRANDELLI

11/12/2015

Approved

IVAN_TOMOVIC

11/12/2015

[Project 5. Lakhta Center ETF Roof & Sphere facade design]

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Work at Werner Sobek New York.PC 2015.07 - 2016.1 Scope of work: Facade design, Facade detailing, CAD drawings Collaborate with: Viola Kosseda,

Sphare panelization study

Inside the shopping mall, The half-sphere interior glazing curtain wall system is around a sphere planetarium. They are stick system. After the panelization study, we come up a cost-effective strategy that has the most repetitive of the same size single curved glazing panel. The scope of work includes glazing curtain system, door system, and substructure design.

1

H

1

2

Ring surface study

3

4

5

6

2

OVERVIEW ELEVATION SPHERE/Đ&#x17E;йСОŃ&#x20AC; вида Ń Ń&#x201E;ĐľŃ&#x20AC;Ń&#x2039; SCALE: 1:100

7

8

ХовоŃ&#x20AC;Đ˝Ń&#x2039;Đš йНОк/ North block

2

TYPICAL SECTION B-B/ТипОвОК Ń&#x20AC;аСŃ&#x20AC;оС Đ&#x2019;-Đ&#x2019; SCALE: 1:10

1

4

+33,600 3 1

3

H

G

4

5

B

B

A

2

1 OVERVIEW ELEVATION SPHERE/Đ&#x17E;йСОŃ&#x20AC; вида Ń Ń&#x201E;ĐľŃ&#x20AC;Ń&#x2039; SCALE: 1:100

6

C

+29,400

7

8

C1

+29,400

2 TYPICAL SECTION B-B/ТипОвОК Ń&#x20AC;аСŃ&#x20AC;оС Đ&#x2019;-Đ&#x2019; SCALE: 1:10

5 H

+33,600

ЎМнŃ&#x2039;Đš йНОк/ ХовоŃ&#x20AC;Đ˝Ń&#x2039;Đš йНОк/ Đ?Ń&#x20AC;ка/Arch South block North block 1 - Đ&#x2014;данио Đ&#x2018;Đ°Ń&#x2C6;Đ˝Ń?/Tower 2 - Đ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;нОо Сданио, Ń ĐžŃ Ń&#x201A;ĐžŃ?Ń&#x2030;оо 1 2 иС Ń&#x17D;МнОгО и Ń ĐľĐ˛ĐľŃ&#x20AC;нОгО йНОкОв, 2 ОйŃ&#x160;одиноннОо ĐşŃ&#x20AC;Ń&#x2039;Ń&#x201A;Ń&#x2039;Đź двОŃ&#x20AC;ОП/Multifunctional building consisting of north and south blockпНиŃ&#x201A;Ń&#x2039; unified with covered TYPICAL DETAIL AT SLAB/ТипОваŃ? Đ´ĐľŃ&#x201A;Đ°Ń&#x201A;Ń&#x152; precinct SCALE: 1:2 3 - ĐĄŃ&#x201A;иНОйаŃ&#x201A;наŃ? Ń&#x2021;Đ°Ń Ń&#x201A;Ń&#x152;, вкНŃ&#x17D;Ń&#x2021;Đ°Ń&#x17D;Ń&#x2030;Đ°Ń? Ń ĐľĐ˛ĐľŃ&#x20AC;Đ˝Ń&#x192;Ń&#x17D; 1 и Ń&#x17D;МнŃ&#x192;Ń&#x17D; пНОŃ&#x2030;Đ°Đ´Ń&#x152;/Podium consisting of north and4south square 4 - Đ?Ń&#x20AC;ка гНавнОгО вŃ&#x2026;Ода/Arch of the main entrance

C2

3

4

5

ЎМнŃ&#x2039;Đš йНОк/ Đ?Ń&#x20AC;ка/Arch South block 1 - Đ&#x2014;данио Đ&#x2018;Đ°Ń&#x2C6;Đ˝Ń?/Tower 2 - Đ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;нОо Сданио, Ń ĐžŃ Ń&#x201A;ĐžŃ?Ń&#x2030;оо иС Ń&#x17D;МнОгО и Ń ĐľĐ˛ĐľŃ&#x20AC;нОгО йНОкОв, ОйŃ&#x160;одиноннОо ĐşŃ&#x20AC;Ń&#x2039;Ń&#x201A;Ń&#x2039;Đź двОŃ&#x20AC;ОП/Multifunctional building consisting of north and south block unified with covered precinct 3 - ĐĄŃ&#x201A;иНОйаŃ&#x201A;наŃ? Ń&#x2021;Đ°Ń Ń&#x201A;Ń&#x152;, вкНŃ&#x17D;Ń&#x2021;Đ°Ń&#x17D;Ń&#x2030;Đ°Ń? Ń ĐľĐ˛ĐľŃ&#x20AC;Đ˝Ń&#x192;Ń&#x17D; и Ń&#x17D;МнŃ&#x192;Ń&#x17D; пНОŃ&#x2030;Đ°Đ´Ń&#x152;/Podium consisting of north and south square 4 - Đ?Ń&#x20AC;ка гНавнОгО вŃ&#x2026;Ода/Arch of the main entrance

+25,200

B

+29,400

B

+29,400

Custom Steel Profile- Powder Coated according to Architect

G

G

ОйŃ&#x2039;Ń&#x2021;Đ˝Ń&#x2039;Đš Ń Ń&#x201A;Đ°ĐťŃ&#x152;нОК ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; Ń ĐżĐžŃ&#x20AC;ĐžŃ&#x2C6;кОвŃ&#x2039;Đź Note / Đ&#x;Ń&#x20AC;иПоŃ&#x2021;аниŃ?: пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;иоП в Ń ĐžĐžŃ&#x201A;в. Ń Đ°Ń&#x20AC;Ń&#x2026;иŃ&#x201A;окŃ&#x201A;Ń&#x192;Ń&#x20AC;Đ˝Ń&#x2039;Пи Ń&#x192;каСаниŃ?Пи

+21,000

F

B +16,800

+21,000

F

1

2

3

4

5

6

SCT

F-001-02A

Schematic /Design / SCT Đ&#x;Ń&#x20AC;инŃ&#x2020;ипиаНŃ&#x152;Đ˝Ń&#x2039;Đľ Ń&#x20AC;ĐľŃ&#x2C6;ониŃ?

Gorproject center Data Đ&#x2DC;СПононио/Change FT

Đ&#x201D;Đ°Ń&#x201A;Đ° / Data

E

2.25

Đ&#x;Ń&#x20AC; ĐťŃ? Ń Đ´ "Lakhta Center" но

2.24

Đ&#x201D;Đ°Ń&#x201A;Đ° / Data

Employer:

D

2.26

2.25

2.24

Đ?Đ&#x161;ĐŚĐ&#x2DC;Đ&#x17E;Đ?Đ&#x2022;Đ Đ?Đ&#x17E;Đ&#x2022; Đ&#x17E;Đ&#x2018;ĐŠĐ&#x2022;ХТĐ&#x2019;Đ&#x17E; ÂŤĐ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;Đ˝Ń&#x2039;Đš Mixed-use Complex Đ&#x;Đ&#x2022;Đ Đ&#x2022;Đ&#x201D;Đ?ЧĐ? ЧĐ&#x2022;РТĐ&#x2022;Đ&#x2013;Đ&#x2022;Đ&#x2122; / ISSUE DRAWINGS ĐşĐžĐźĐżĐťĐľĐşŃ ÂŤĐ&#x203A;Đ°Ń&#x2026;Ń&#x201A;Đ° Ń&#x2020;онŃ&#x201A;Ń&#x20AC;Âť Đ&#x201D;Đ°Ń&#x201A;Đ°

ĐĄĐžĐłĐťĐ°Ń ĐžĐ˛Đ°Đ˝Đž Đ&#x2019;СаП. инв . N

5

11/12/2015

Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚ

THOMAS_WINTERSTETTER

VIOLA_KOSSEDA

Đ&#x;Ń&#x20AC;ОвоŃ&#x20AC;иН 6

SILVIA_PRANDELLI

Đ?.кОнŃ&#x201A;Ń&#x20AC;.

IVAN_TOMOVIC

Đ&#x201D;ĐľĐšŃ Ń&#x201A;вŃ&#x192;Ń&#x17D;Ń&#x2030;Đľ йНОк - Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš двоŃ&#x20AC;Ń&#x152; Đ&#x17E;ĐąŃ&#x20AC;аПНонио

SGU Đ&#x17E;динОŃ&#x2021;Đ˝Ń&#x2039;Đš йНОк ĐˇĐ°Ń Ń&#x201A;окНоннŃ&#x2039;Đš

SCALE: 1:5

4B 4B

Ç?

G

Đ&#x201D;ĐľĐšŃ Ń&#x201A;вŃ&#x192;Ń&#x17D;Ń&#x2030;Đľ йНОк - Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš двоŃ&#x20AC;Ń&#x152; Đ&#x17E;ĐąŃ&#x20AC;аПНонио Structural Silicone

Đ&#x201D;ĐľĐšŃ Ń&#x201A;вŃ&#x192;Ń&#x17D;Ń&#x2030;Đľ йНОк - Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš двоŃ&#x20AC;Ń&#x152; Đ&#x17E;ĐąŃ&#x20AC;аПНонио

Đ&#x201D;Đ°Ń&#x201A;Đ° / Data

4

Lakhta5 center

SCT

+16,800 +16,800

F

T

8

11/12/2015

N дОк.

Đ&#x;ĐžĐ´ĐżĐ¸Ń Ń&#x152;

C

Đ&#x201D;Đ°Ń&#x201A;Đ° / Data

Ç?

5B

5A DOOR DETAIL /двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи SCALE: 1:5

5A

SCALE: 1:5

SCALE: 1:5

5C

Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚ

11/12/2015

РаСŃ&#x20AC;айОŃ&#x201A;Đ°Đť

VIOLA_KOSSEDA

11/12/2015

Đ&#x;Ń&#x20AC;ОвоŃ&#x20AC;иН

SILVIA_PRANDELLI

11/12/2015

Đ?.кОнŃ&#x201A;Ń&#x20AC;.

IVAN_TOMOVIC

11/12/2015

ĐĄĐžĐłĐťĐ°Ń ĐžĐ˛Đ°Đ˝Đž ĐĄĐžĐłĐťĐ°Ń ĐžĐ˛Đ°Đ˝Đž Cladding Panel Fixing Profile - Aluminum Extrusion Đ&#x161;Ń&#x20AC;опНонио ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ? ОйНиŃ&#x2020;ОвОŃ&#x2021;нОК паноНи -Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152;

Details at the opening 1

Door Handle refer to Architectural Drawings for Detail Steel Round Hollow Section Đ&#x201D;воŃ&#x20AC;наŃ? Đ Ń&#x192;Ń&#x2021;ка Powder Coated, Ă&#x2DC; 219 mm Ń Đź Đ°Ń&#x20AC;Ń&#x2026;иŃ&#x201A;окŃ&#x201A;Ń&#x192;Ń&#x20AC;Đ˝Ń&#x2039;Đľ Ń&#x2021;ĐľŃ&#x20AC;Ń&#x201A;оМи SteelbyRound Hollow Section SGU -to be confirmed Facade Contractor Đ´ĐťŃ? Đ´ĐľŃ&#x201A;Đ°ĐťŃ? Ń&#x2026; Powder Coated, Ă&#x2DC; 219 mm Đ&#x17E;динОŃ&#x2021;Đ˝Ń&#x2039;Đš йНОк ĐˇĐ°Ń Ń&#x201A;окНоннŃ&#x2039;Đš upon appointment -to be confirmed

by Facade Ń Ń&#x201A;Đ°ĐťŃ&#x152;наŃ? ĐşŃ&#x20AC;Ń&#x192;гНаŃ? пОНаŃ? Contractor Ń&#x201A;Ń&#x20AC;Ń&#x192;йа Ń upon appointment пОŃ&#x20AC;ĐžŃ&#x2C6;кОвŃ&#x2039;Đź пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;иоП, Ă&#x2DC; 219ПП ĐşŃ&#x20AC;Ń&#x192;гНаŃ? Ń&#x201A;Ń&#x20AC;Ń&#x192;йа Ń A Ń Ń&#x201A;Đ°ĐťŃ&#x152;наŃ? пОдŃ&#x201A;воŃ&#x20AC;диŃ&#x201A;Ń&#x152; пОпОНаŃ? наСнаŃ&#x2021;ониŃ&#x17D; Operable Unit Operable Unit пОŃ&#x20AC;ĐžŃ&#x2C6;кОвŃ&#x2039;Đź пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;иоП, Ă&#x2DC; 219ПП Ń&#x201E;Đ°Ń Đ°Đ´Đ˝ĐžĐłĐž пОдŃ&#x20AC;Ń?Đ´Ń&#x2021;ика - Door Framing Aluminum Extrusion - Door FramingA Aluminum Extrusion пОдŃ&#x201A;воŃ&#x20AC;диŃ&#x201A;Ń&#x152; пО наСнаŃ&#x2021;ониŃ&#x17D; Đ&#x201D;ĐľĐšŃ Ń&#x201A;вŃ&#x192;Ń&#x17D;Ń&#x2030;Đľ йНОк Đ&#x201D;ĐľĐšŃ Ń&#x201A;вŃ&#x192;Ń&#x17D;Ń&#x2030;Đľ йНОк Ń&#x201E;Đ°Ń Đ°Đ´Đ˝ĐžĐłĐž пОдŃ&#x20AC;Ń?Đ´Ń&#x2021;ика - Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš двоŃ&#x20AC;Ń&#x152; Đ&#x17E;ĐąŃ&#x20AC;аПНонио - Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš двоŃ&#x20AC;Ń&#x152; Đ&#x17E;ĐąŃ&#x20AC;аПНонио

Single Glazed Door Side Light Ń Ń&#x201A;окНоннаŃ? двоŃ&#x20AC;Ń&#x152; йОкОвОК Ń Đ˛Đľ

Steel Round Hollow Section Powder Coated, Ă&#x2DC; 219 mm -to be confirmed by Facade Contractor upon appointment Ń Ń&#x201A;Đ°ĐťŃ&#x152;наŃ? ĐşŃ&#x20AC;Ń&#x192;гНаŃ? пОНаŃ? Ń&#x201A;Ń&#x20AC;Ń&#x192;йа Ń ĐżĐžŃ&#x20AC;ĐžŃ&#x2C6;кОвŃ&#x2039;Đź пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;иоП, Ă&#x2DC; 219ПП A пОдŃ&#x201A;воŃ&#x20AC;диŃ&#x201A;Ń&#x152; пО наСнаŃ&#x2021;ониŃ&#x17D; Ń&#x201E;Đ°Ń Đ°Đ´Đ˝ĐžĐłĐž пОдŃ&#x20AC;Ń?Đ´Ń&#x2021;ика

2

D

3

4

1

Single Glazed Door Side Light Ń Ń&#x201A;окНоннаŃ? двоŃ&#x20AC;Ń&#x152; йОкОвОК Ń Đ˛Đľ Single Glazed Door Side Light SGU Ń Ń&#x201A;окНоннаŃ? двоŃ&#x20AC;Ń&#x152; йОкОвОК Ń Đ˛Đľ OдинОŃ&#x2021;Đ˝Ń&#x2039;Đš Ń Ń&#x201A;окНа

2 1

7

8

5

6

Sheets

3

-

Đ&#x203A;Đ¸Ń Ń&#x201A;

5

ĐĄĐžĐłĐťĐ°Ń ĐžĐ˛Đ°Đ˝Đž

Đ&#x2019;Đ&#x2014;Đ?Đ&#x153;_Đ&#x2DC;Đ?Đ&#x2019;_Đ?Đ&#x17E;Đ&#x153;Đ&#x2022;Đ

Đ&#x2019;СаП. инв . N Đ&#x;Одп. и Đ´Đ°Ń&#x201A;Đ°

7

8

Unitized Facade System (by others) Đ&#x161;ĐžĐźĐťĐľĐşŃ Đ˝Đ°Ń? ĐĄĐ¸Ń Ń&#x201A;оПа Ń&#x201E;Đ°Ń Đ°Đ´Đ°(Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;)

Facade Bracket (by others) Ń&#x201E;Đ°Ń Đ°Đ´Đ˝Đ°Ń? Ń ĐşĐžĐąĐ° (Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;)

Revision РовиСиŃ?/ ХовоŃ&#x20AC;Đ˝Ń&#x2039;Đš йНОк/ Revision North block

E

Project Name :

Detail 1 Đ&#x201D;ĐľŃ&#x201A;Đ°ĐťŃ&#x152;

Section of the sphare

F-001-08

SCALE: SCALE: 1:51:5

SCALE: 1:5

Đ&#x2DC;СПононио/Change

Steel Round Hollow Section Powder Coated, Ă&#x2DC; 219 mm -to be confirmed by CONNECTION TO ATRIUM/Đ&#x;Нан Facade Contractor upon appointment Ń Ń&#x201A;Đ°ĐťŃ&#x152;наŃ? ĐşŃ&#x20AC;Ń&#x192;гНаŃ? пОНаŃ? Ń&#x201A;Ń&#x20AC;Ń&#x192;йа Ń ĐżĐžŃ&#x20AC;ĐžŃ&#x2C6;кОвŃ&#x2039;Đź пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;иоП, Ă&#x2DC; 219ПП пОдŃ&#x201A;воŃ&#x20AC;диŃ&#x201A;Ń&#x152; пО наСнаŃ&#x2021;ониŃ&#x17D; Ń&#x201E;Đ°Ń Đ°Đ´Đ˝ĐžĐłĐž пОдŃ&#x20AC;Ń?Đ´Ń&#x2021;ика

Employer: D

Đ?Đ&#x161;ĐŚĐ&#x2DC;Đ&#x17E;Đ?Đ&#x2022;Đ Đ?Đ&#x17E;Đ&#x2022; Đ&#x17E;Đ&#x2018;ĐŠĐ&#x2022;ХТĐ&#x2019;Đ&#x17E; ÂŤĐ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;Đ˝Ń&#x2039;Đš Đ?Đ&#x161;ĐŚĐ&#x2DC;Đ&#x17E;Đ?Đ&#x2022;Đ Đ?Đ&#x17E;Đ&#x2022; Đ&#x17E;Đ&#x2018;ĐŠĐ&#x2022;ХТĐ&#x2019;Đ&#x17E; ĐşĐžĐźĐżĐťĐľĐşŃ ÂŤĐ&#x203A;Đ°Ń&#x2026;Ń&#x201A;Đ° Ń&#x2020;онŃ&#x201A;Ń&#x20AC;Âť ÂŤĐ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;Đ˝Ń&#x2039;Đš ĐşĐžĐźĐżĐťĐľĐşŃ ÂŤĐ&#x203A;Đ°Ń&#x2026;Ń&#x201A;Đ° Ń&#x2020;онŃ&#x201A;Ń&#x20AC;Âť

Unitized Facade System (by others) Đ&#x161;ĐžĐźĐťĐľĐşŃ Đ˝Đ°Ń? ĐĄĐ¸Ń Ń&#x201A;оПа Ń&#x201E;Đ°Ń Đ°Đ´Đ°(Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;)

Note / Đ&#x;Ń&#x20AC;иПоŃ&#x2021;аниŃ?: Drawings is not for the construction and ordering of materials / Gasket to allow ЧоŃ&#x20AC;Ń&#x201A;оМи но Đ´ĐťŃ? Ń Ń&#x201A;Ń&#x20AC;ОиŃ&#x201A;оНŃ&#x152;Ń Ń&#x201A;ва и СакаСа ПаŃ&#x201A;ĐľŃ&#x20AC;иаНОв

for movement -to be confirmed by Facade Contractor

General Designer :

Đ&#x;Đ&#x2022;Đ Đ&#x2022;Đ&#x201D;Đ?ЧĐ? ЧĐ&#x2022;РТĐ&#x2022;Đ&#x2013;Đ&#x2022;Đ&#x2122;upon / appointment ISSUE DRAWINGS

SAMSUNG C&T SAMSUNG C&T

Đ&#x201D;Đ°Ń&#x201A;Đ° / Data

Operable Unit - Door Framing Aluminum Extrusion Operable Unit Đ&#x201D;ĐľĐšŃ Ń&#x201A;вŃ&#x192;Ń&#x17D;Ń&#x2030;Đľ йНОк - Door FramingдвоŃ&#x20AC;Ń&#x152; Aluminum Extrusion - Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš Đ&#x17E;ĐąŃ&#x20AC;аПНонио

Door Handle Modif. for Detail Sheet Doc.No Signature refer to Architectural Drawings Door Handle Đ&#x201D;воŃ&#x20AC;наŃ? Đ Ń&#x192;Ń&#x2021;ка - F001_06 Ń Đź Đ°Ń&#x20AC;Ń&#x2026;иŃ&#x201A;окŃ&#x201A;Ń&#x192;Ń&#x20AC;Đ˝Ń&#x2039;Đľ Ń&#x2021;ĐľŃ&#x20AC;Ń&#x201A;оМи refer to Architectural Drawings for Detail GIP Đ´ĐťŃ? Đ´ĐľŃ&#x201A;Đ°ĐťŃ? Ń&#x2026;Đ&#x201D;воŃ&#x20AC;наŃ? Đ Ń&#x192;Ń&#x2021;ка THOMAS_WINTERSTETTER Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚENG Ń Đź Đ°Ń&#x20AC;Ń&#x2026;иŃ&#x201A;окŃ&#x201A;Ń&#x192;Ń&#x20AC;Đ˝Ń&#x2039;Đľ Ń&#x2021;ĐľŃ&#x20AC;Ń&#x201A;оМи Đ´ĐťŃ? Đ´ĐľŃ&#x201A;Đ°ĐťŃ?VIOLA_KOSSEDA Ń&#x2026; Designed

Checked

Operable ApprovedUnit - Door Framing Aluminum Extrusion Operable Unit Đ&#x201D;ĐľĐšŃ Ń&#x201A;вŃ&#x192;Ń&#x17D;Ń&#x2030;Đľ йНОк - Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš Đ&#x17E;ĐąŃ&#x20AC;аПНонио - Door FramingдвоŃ&#x20AC;Ń&#x152; Aluminum Extrusion

SCALE: 1:5

11/12/2015 11/12/2015 11/12/2015

IVAN_TOMOVIC

11/12/2015

Đ&#x201D;ĐľĐšŃ Ń&#x201A;вŃ&#x192;Ń&#x17D;Ń&#x2030;Đľ йНОк - Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš двоŃ&#x20AC;Ń&#x152; Đ&#x17E;ĐąŃ&#x20AC;аПНонио

Đ&#x2DC;СП. Đ&#x161;ОН.Ń&#x192;Ń&#x2021;. Đ&#x203A;Đ¸Ń Ń&#x201A;

N дОк.

Đ&#x;ĐžĐ´ĐżĐ¸Ń Ń&#x152;

Đ&#x201D;Đ°Ń&#x201A;Đ°

F001_06

5 4

5

8

Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚ

THOMAS_WINTERSTETTER

РаСŃ&#x20AC;айОŃ&#x201A;Đ°Đť

VIOLA_KOSSEDA

Đ&#x;Ń&#x20AC;ОвоŃ&#x20AC;иН

SILVIA_PRANDELLI

11/12/2015

Đ?.кОнŃ&#x201A;Ń&#x20AC;.

IVAN_TOMOVIC

11/12/2015

11/12/2015

6 11/12/2015 6

Design Consultant :

T

F001_06

â&#x201E;&#x2013; иСПонониŃ? / change

Đ&#x2DC;СПононио/Change

Structural Silicone Đ&#x161;ĐžĐ˝Ń Ń&#x201A;Ń&#x20AC;Ń&#x192;ĐşŃ&#x201A;ивнŃ&#x2039;Đš Ń Đ¸ĐťĐ¸ĐşĐžĐ˝ Aluminum Adapter Profile to receive Toggle Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; Đ´ĐťŃ? Đ´ĐťŃ? поŃ&#x20AC;окНŃ&#x17D;Ń&#x2021;ониŃ? Ń&#x20AC;иНо Gasket ĐżŃ&#x20AC;ОкНадка Employer:

Mixed-use Complex Facade Bracket (by others) Ń&#x201E;Đ°Ń Đ°Đ´Đ˝Đ°Ń? Ń ĐşĐžĐąĐ° (Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;)

"Lakhta Center"

Modif.

Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚENG GIP Designed Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚENG Checked Designed Approved Checked Approved

Sheet Doc.No Signature

F001_06

Sheet Doc.No Signature

F001_06

VIOLA_KOSSEDA

11/12/2015 11/12/2015 11/12/2015 11/12/2015 11/12/2015 11/12/2015

THOMAS_WINTERSTETTER

SILVIA_PRANDELLI VIOLA_KOSSEDA IVAN_TOMOVIC SILVIA_PRANDELLI IVAN_TOMOVIC

N дОк.

F001_06

Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚ Đ&#x201C;Đ&#x2DC;Đ&#x; РаСŃ&#x20AC;айОŃ&#x201A;Đ°Đť Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚ Đ&#x;Ń&#x20AC;ОвоŃ&#x20AC;иН РаСŃ&#x20AC;айОŃ&#x201A;Đ°Đť Đ?.кОнŃ&#x201A;Ń&#x20AC;. Đ&#x;Ń&#x20AC;ОвоŃ&#x20AC;иН

Date 11/12/2015

Đ&#x2DC;СП. Đ&#x161;ОН.Ń&#x192;Ń&#x2021;. Đ&#x203A;Đ¸Ń Ń&#x201A; Đ&#x201C;Đ&#x2DC;Đ&#x;

-

Date

THOMAS_WINTERSTETTER

Đ&#x2DC;СП. Đ&#x161;ОН.Ń&#x192;Ń&#x2021;. Đ&#x203A;Đ¸Ń Ń&#x201A;

N дОк.

F001_06

11/12/2015

Đ&#x;ĐžĐ´ĐżĐ¸Ń Ń&#x152; Đ&#x;ĐžĐ´ĐżĐ¸Ń Ń&#x152;

Đ&#x201D;Đ°Ń&#x201A;Đ°

8

Đ?.кОнŃ&#x201A;Ń&#x20AC;.

Đ&#x201D;Đ°Ń&#x201A;Đ°

THOMAS_WINTERSTETTER

11/12/2015

VIOLA_KOSSEDA

11/12/2015 11/12/2015 11/12/2015 11/12/2015 11/12/2015 11/12/2015

THOMAS_WINTERSTETTER

SILVIA_PRANDELLI VIOLA_KOSSEDA IVAN_TOMOVIC SILVIA_PRANDELLI IVAN_TOMOVIC

Secondary Steel Structure (by others - dimensions indicative only) Đ&#x2019;Ń&#x201A;ĐžŃ&#x20AC;иŃ&#x2021;наŃ? ĐĄŃ&#x201A;Đ°ĐťŃ&#x152;наŃ? ĐşĐžĐ˝Ń Ń&#x201A;Ń&#x20AC;Ń&#x192;ĐşŃ&#x2020;иŃ?

( Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;-Ń&#x201A;ОНŃ&#x152;кО ĐžŃ&#x20AC;ионŃ&#x201A;иŃ&#x20AC;ОвОŃ&#x2021;Đ˝Ń&#x2039;Đľ Ń&#x20AC;аСПоŃ&#x20AC;Ń&#x2039;)

0.000= 0.000

Aluminum Extrusion - based on Schuco FW 80+ or equivalent alternative 0.000= 0.000 Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иН ĐžŃ Đ˝ĐžĐ˛Đ°Đ˝Ń&#x2039;Đš на Schuco FW 80+ иНи пОдОйнОо

Đ?Đ&#x161;ĐŚĐ&#x2DC;Đ&#x17E;Đ?Đ&#x2022;Đ Đ?Đ&#x17E;Đ&#x2022; Đ&#x17E;Đ&#x2018;ĐŠĐ&#x2022;ХТĐ&#x2019;Đ&#x17E;

Custom Steel ProfileÂŤĐ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;Đ˝Ń&#x2039;Đš Powder Coated according ĐşĐžĐźĐżĐťĐľĐşŃ ÂŤĐ&#x203A;Đ°Ń&#x2026;Ń&#x201A;Đ° Ń&#x2020;онŃ&#x201A;Ń&#x20AC;Âť to Architect ОйŃ&#x2039;Ń&#x2021;Đ˝Ń&#x2039;Đš Ń Ń&#x201A;Đ°ĐťŃ&#x152;нОК ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; Ń Sheet TStage F001_06 -Sheets пОŃ&#x20AC;ĐžŃ&#x2C6;кОвŃ&#x2039;Đź General Designer : пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;иоП в Ń ĐžĐžŃ&#x201A;в. Ń T F001_06 Đ°Ń&#x20AC;Ń&#x2026;иŃ&#x201A;окŃ&#x201A;Ń&#x192;Ń&#x20AC;Đ˝Ń&#x2039;Пи Ń&#x192;каСаниŃ?Пи

Stage

Sheet

Modif.

Sheets

001_SPHERE 001_SPHERE A

ĐĄŃ&#x201A;адиŃ? ĐĄŃ&#x201A;адиŃ?

T

T

F001_08

Đ&#x203A;Đ¸Ń Ń&#x201A;

Modif.

2

3

Stage

THOMAS_WINTERSTETTER

11/12/2015

Designed

VIOLA_KOSSEDA

11/12/2015

Checked

SILVIA_PRANDELLI

11/12/2015

Approved

IVAN_TOMOVIC

T

Sheet

F001_07

Sheets

-

11/12/2015

001_SPHERE N дОк.

Đ&#x;ĐžĐ´ĐżĐ¸Ń Ń&#x152;

Đ&#x201D;Đ°Ń&#x201A;Đ°

F001_07 Đ&#x201C;Đ&#x2DC;Đ&#x; Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚ

IVAN_TOMOVIC

THOMAS_WINTERSTETTER

11/12/2015

РаСŃ&#x20AC;айОŃ&#x201A;Đ°Đť

VIOLA_KOSSEDA

11/12/2015

Đ&#x;Ń&#x20AC;ОвоŃ&#x20AC;иН

SILVIA_PRANDELLI

11/12/2015

N дОк.

F001_08

-

Date

F001_07 GIP

Đ&#x2DC;СП. Đ&#x161;ОН.Ń&#x192;Ń&#x2021;. Đ&#x203A;Đ¸Ń Ń&#x201A;

SILVIA_PRANDELLI

Đ&#x201C;Đ&#x2DC;Đ&#x;

Đ&#x203A;Đ¸Ń Ń&#x201A;Ов -

F001_06

Sheet Doc.No Signature

VIOLA_KOSSEDA

Approved

Đ&#x2DC;СП. Đ&#x161;ОН.Ń&#x192;Ń&#x2021;. Đ&#x203A;Đ¸Ń Ń&#x201A;

ФОŃ&#x20AC;ПаŃ&#x201A; A1

Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚENG

THOMAS_WINTERSTETTER

Checked

Đ&#x203A;Đ¸Ń Ń&#x201A;Ов

Đ&#x203A;Đ¸Ń Ń&#x201A; F001_06

ФОŃ&#x20AC;ПаŃ&#x201A; Design A1 Consultant :

ФОŃ&#x20AC;ПаŃ&#x201A; A1

Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚENG Designed

14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr

Detail at connection to secondary steel

1

11/12/2015

Sheet Doc.No S

GIP

SAMSUNG C&T

Single Glazed Unit (SGU) Đ&#x17E;динОŃ&#x2021;Đ˝Ń&#x2039;Đš йНОк ĐˇĐ°Ń Ń&#x201A;окНоннŃ&#x2039;Đš

Design Consultant :

Section at Connection to Atruim 8

7

Steel Round Hollow Section Powder Coated, Ă&#x2DC; 219 mm -to be confirmed by Facade Contractor upon appointment ĐĄŃ&#x201A;Đ°ĐťŃ&#x152;наŃ? ĐşŃ&#x20AC;Ń&#x192;гНаŃ? пОНаŃ? Ń&#x201A;Ń&#x20AC;Ń&#x192;йа Ń ĐżĐžŃ&#x20AC;ĐžŃ&#x2C6;кОвŃ&#x2039;Đź пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;иоП, Ă&#x2DC; 219ПП пОдŃ&#x201A;воŃ&#x20AC;диŃ&#x201A;Ń&#x152; пО наСнаŃ&#x2021;ониŃ&#x17D; Ń&#x201E;Đ°Ń Đ°Đ´Đ˝ĐžĐłĐž пОдŃ&#x20AC;Ń?Đ´Ń&#x2021;ика

Project Name :

B

Stage Sheet Single Glazed Door SideSheets Light Ń Ń&#x201A;окНоннаŃ? двоŃ&#x20AC;Ń&#x152; йОкОвОК Ń Đ˛ĐľŃ&#x201A; T F001_06 - Light Single Glazed Door Side Ń Ń&#x201A;окНоннаŃ? двоŃ&#x20AC;Ń&#x152; йОкОвОК Ń Đ˛ĐľŃ&#x201A; SGU Đ&#x17E;динОŃ&#x2021;Đ˝Ń&#x2039;Đš йНОк ĐˇĐ°Ń Ń&#x201A;окНоннŃ&#x2039;Đš SGU Đ&#x17E;динОŃ&#x2021;Đ˝Ń&#x2039;Đš йНОк ĐˇĐ°Ń Ń&#x201A;окНоннŃ&#x2039;Đš 001_SPHERE Cladding Panel Fixing Profile - Aluminum Extrusion Cladding Panel Fixing Profile Đ&#x161;Ń&#x20AC;опНонио ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ?

- AluminumпаноНи Extrusion ОйНиŃ&#x2020;ОвОŃ&#x2021;нОК Đ&#x161;Ń&#x20AC;опНониопŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ?

-Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš паноНи ĐĄŃ&#x201A;адиŃ?ОйНиŃ&#x2020;ОвОŃ&#x2021;нОК Đ&#x203A;Đ¸Ń Ń&#x201A; Đ&#x203A;Đ¸Ń Ń&#x201A;Ов -Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; 7

SCT

РовиСиŃ?/ Revision

T AF TION ОокŃ&#x201A; Y DRTRUC Đš ĐżŃ&#x20AC; Đ˝Ń&#x2039; Ń&#x201A;ва INARSuction NS CO DiscŃ&#x20AC;иŃ&#x201A;оНŃ&#x152; оНŃ&#x152;Ń ELIM Đ&#x2019;Ń Ń&#x201A;авнОК Đ´Đ¸Ń Đş PR T FOR ва Ń&#x20AC;ОиŃ&#x201A; одBlock Setting NO Đ&#x;Ń&#x20AC; Ń? Ń Ń&#x201A; Ń&#x192;Ń Ń&#x201A;анОвка йНОка Đ´Đť но

Đ&#x201D;Đ°Ń&#x201A;Đ° / Data

Design Consultant :

Modif.

GIP

SGU OдинОŃ&#x2021;Đ˝Ń&#x2039;Đš Ń Ń&#x201A;окНа SGU OдинОŃ&#x2021;Đ˝Ń&#x2039;Đš Ń Ń&#x201A;окНа

Đ&#x;ОкНадка ĐžĐąĐľŃ ĐżĐľŃ&#x2021;иваŃ&#x17D;Ń&#x2030;Đ°Ń?

Lakhta Gorproject center двиМонио пОдŃ&#x201A;воŃ&#x20AC;диŃ&#x201A;Ń&#x152; пО Ń&#x192;каСаниŃ&#x17D; Ń&#x201E;Đ°Ń Đ°Đ´Đ˝ĐžĐłĐž пОдŃ&#x20AC;Ń?Đ´Ń&#x2021;ика

Schematic Design / Đ&#x;Ń&#x20AC;инŃ&#x2020;ипиаНŃ&#x152;Đ˝Ń&#x2039;Đľ Ń&#x20AC;ĐľŃ&#x2C6;ониŃ?

PPC Coated Aluminum Cladding Panel 2mm Min. Thickness PPC Coated Aluminum Cladding Panel пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Đ°Ń?

PPC аННŃ&#x17D;ПиниваŃ?

2mm Min. Thickness ОйНиŃ&#x2020;ОвОŃ&#x2021;наŃ? паноН пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Đ°Ń? 2ПП PPCПин. аННŃ&#x17D;ПиниваŃ? Ń&#x201A;ОНŃ&#x2030;ина ОйНиŃ&#x2020;ОвОŃ&#x2021;наŃ? паноН 2ПП Пин. Ń&#x201A;ОНŃ&#x2030;ина

Date

SILVIA_PRANDELLI

C

Design Consultant :

SCALE: 1:5

Steel Round Hollow Section Powder Coated, Ă&#x2DC; 219 mm Steel Round Section -to be Hollow confirmed by Powder Facade Coated,Contractor Ă&#x2DC; 219 mm -to beappointment confirmed by upon Ń Ń&#x201A;Đ°ĐťŃ&#x152;наŃ? ĐşŃ&#x20AC;Ń&#x192;гНаŃ?Facade пОНаŃ? Contractor Ń&#x201A;Ń&#x20AC;Ń&#x192;йа Ń upon appointment пОŃ&#x20AC;ĐžŃ&#x2C6;кОвŃ&#x2039;Đź пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;иоП, Ă&#x2DC; 219ПП Ń Ń&#x201A;Đ°ĐťŃ&#x152;наŃ? ĐşŃ&#x20AC;Ń&#x192;гНаŃ? Ń&#x201A;Ń&#x20AC;Ń&#x192;йа Ń ĐżĐžĐ´Ń&#x201A;воŃ&#x20AC;диŃ&#x201A;Ń&#x152; пОпОНаŃ? наСнаŃ&#x2021;ониŃ&#x17D; пОŃ&#x20AC;ĐžŃ&#x2C6;кОвŃ&#x2039;Đź пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;иоП, Ă&#x2DC; 219ПП 0.000пОдŃ&#x20AC;Ń?Đ´Ń&#x2021;ика 0.000= Ń&#x201E;Đ°Ń Đ°Đ´Đ˝ĐžĐłĐž пОдŃ&#x201A;воŃ&#x20AC;диŃ&#x201A;Ń&#x152; пО наСнаŃ&#x2021;ониŃ&#x17D; Ń&#x201E;Đ°Ń Đ°Đ´Đ˝ĐžĐłĐž пОдŃ&#x20AC;Ń?Đ´Ń&#x2021;ика

Đ&#x201C;Đ&#x2DC;Đ&#x;

4

14, Seocho-dearo 137-956, Korea. www.secc.co.kr Design Consultant 74gil,Seocho-Gu,Seoul :

DETAIL / двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи 5D DOOR 5D DOOR DETAIL / двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи

на Ń ĐžĐľĐ´Đ¸Đ˝ĐľĐ˝Đ¸Đ¸ Ń Đ°Ń&#x201A;Ń&#x20AC;иŃ&#x192;ПОП

( Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;-Ń&#x201A;ОНŃ&#x152;кО ĐžŃ&#x20AC;ионŃ&#x201A;иŃ&#x20AC;ОвОŃ&#x2021;Đ˝Ń&#x2039;Đľ Ń&#x20AC;аСПоŃ&#x20AC;Ń&#x2039;)

4

иС Ń&#x17D;МнОгО и Ń ĐľĐ˛ĐľŃ&#x20AC;нОгО йНОкОв, ОйŃ&#x160;одиноннОо ĐşŃ&#x20AC;Ń&#x2039;Ń&#x201A;Ń&#x2039;Đź двОŃ&#x20AC;ОП/Multifunctional building consisting of north and south block unified with covered precinct 3 - ĐĄŃ&#x201A;иНОйаŃ&#x201A;наŃ? Ń&#x2021;Đ°Ń Ń&#x201A;Ń&#x152;, вкНŃ&#x17D;Ń&#x2021;Đ°Ń&#x17D;Ń&#x2030;Đ°Ń? Ń ĐľĐ˛ĐľŃ&#x20AC;Đ˝Ń&#x192;Ń&#x17D; и Ń&#x17D;МнŃ&#x192;Ń&#x17D; пНОŃ&#x2030;Đ°Đ´Ń&#x152;/Podium consisting of north and south square 4 - Đ?Ń&#x20AC;ка гНавнОгО вŃ&#x2026;Ода/Arch of the main entrance

Mixed-use Complex Mixed-use Complex "Lakhta Center" "Lakhta Center"

General Designer :

Design Consultant :

Đ&#x2019;Ń&#x201A;ĐžŃ&#x20AC;иŃ&#x2021;наŃ? ĐĄŃ&#x201A;Đ°ĐťŃ&#x152;наŃ? ĐşĐžĐ˝Ń Ń&#x201A;Ń&#x20AC;Ń&#x192;ĐşŃ&#x2020;иŃ?

1

3

Employer:

14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr

Design Consultant :

SCALE: 1:5

Secondary Steel Structure (by others - dimensions indicative only) 2

иСПонониŃ? ЎМнŃ&#x2039;Đš йНОк/ Đ?Ń&#x20AC;ка/Arch â&#x201E;&#x2013; South block / change иСПонониŃ?1 - Đ&#x2014;данио Đ&#x2018;Đ°Ń&#x2C6;Đ˝Ń?/Tower / change 2 - Đ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;нОо Сданио, Ń ĐžŃ Ń&#x201A;ĐžŃ?Ń&#x2030;оо

A

Đ&#x2DC;Đ?Đ&#x2019;._â&#x201E;&#x2013;_Đ&#x;Đ&#x17E;Đ&#x201D;Đ&#x203A;.

6

6

ФОŃ&#x20AC;ПаŃ&#x201A; A1

0.000=0.000

Đ&#x2DC;нв. N пОдН.

5

-

B

Opening detail in plan

4

Đ&#x203A;Đ¸Ń Ń&#x201A;Ов

Đ&#x203A;Đ¸Ń Ń&#x201A;Ов

14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr

Đ&#x201D;ĐľĐšŃ Ń&#x201A;вŃ&#x192;Ń&#x17D;Ń&#x2030;Đľ йНОк - Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš двоŃ&#x20AC;Ń&#x152; Đ&#x17E;ĐąŃ&#x20AC;аПНонио

7

7

001_SPHERE

Đ&#x2DC;СПононио/Change

/ Đ&#x201D;Đ°Ń&#x201A;Đ° Data / Data

SAMSUNG C&T

Cladding Panel Fixing Profile - Aluminum Extrusion Đ&#x161;Ń&#x20AC;опНонио ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ? ОйНиŃ&#x2020;ОвОŃ&#x2021;нОК паноНи -Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152;

3

Sheet

F001_02

ĐĄŃ&#x201A;адиŃ?

Đ?Ń&#x20AC;ка/Arch

N FT ОокŃ&#x201A; RA CTIO Y D TRAUFT ONĐš ĐżŃ&#x20AC; аОокŃ&#x201A; AR NS R CTI Ń&#x152;Đ˝Ń&#x2039; Đš Ń&#x201A;в ĐżŃ&#x20AC; MIN CR OY D TRUоН Ń&#x2039;Ń&#x152;Ń Đ° иŃ&#x201A; Ń&#x152;Đ˝ ELI IN R A NSĐ°Ń&#x20AC; иŃ&#x201A;оН Ń&#x152;Ń Ń&#x201A;в PR TLIFO M COдв оН Ń&#x20AC;Đž E оН Ń Ń&#x201A;иŃ&#x201A; PNRO T FORĐ&#x;Ń&#x20AC;Đľ Đ´Đť двŃ?Đ°Ń&#x20AC;Ń Ń&#x201A;Ń&#x20AC;ОиŃ&#x201A; O Ń&#x20AC;Đľ но NSchematic Đ&#x; Design / Đ&#x;Ń&#x20AC;инŃ&#x2020;ипиаНŃ&#x152;Đ˝Ń&#x2039;Đľ Ń&#x20AC;ĐľŃ&#x2C6;ониŃ? Đ´ĐťŃ? но/ Đ&#x;Ń&#x20AC;инŃ&#x2020;ипиаНŃ&#x152;Đ˝Ń&#x2039;Đľ Ń&#x20AC;ĐľŃ&#x2C6;ониŃ? â&#x201E;&#x2013; Schematic Design Đ&#x201D;Đ°Ń&#x201A;Đ°

â&#x201E;&#x2013; иСПонониŃ? / change

Đ&#x2DC;СПононио/Change

DETAIL / двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи 5C DOOR 5C DOOR DETAIL / двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи

Aluminum Cladding Panel 2mm Min. Thickness пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Đ°Ń? PPC аННŃ&#x17D;ПиниваŃ? ОйНиŃ&#x2020;ОвОŃ&#x2021;наŃ? паноН 2ПП Пин. Ń&#x201A;ОНŃ&#x2030;ина

3 2

T

Sheets

Đ&#x201D;Đ°Ń&#x201A;Đ°

/ ISSUE DRAWINGS РовиСиŃ?/

Đ?Đ&#x161;ĐŚĐ&#x2DC;Đ&#x17E;Đ?Đ&#x2022;Đ Đ?Đ&#x17E;Đ&#x2022; Đ&#x17E;Đ&#x2018;ĐŠĐ&#x2022;ХТĐ&#x2019;Đ&#x17E; ÂŤĐ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;Đ˝Ń&#x2039;Đš ĐşĐžĐźĐżĐťĐľĐşŃ ÂŤĐ&#x203A;Đ°Ń&#x2026;Ń&#x201A;Đ° Ń&#x2020;онŃ&#x201A;Ń&#x20AC;Âť

ǨǽǍǹ GMPPS

SGU Đ&#x17E;динОŃ&#x2021;Đ˝Ń&#x2039;Đš йНОк ĐˇĐ°Ń Ń&#x201A;окНоннŃ&#x2039;Đš

11/12/2015

Đ&#x203A;Đ¸Ń Ń&#x201A;Ов

F Đ&#x201D;Đ°Ń&#x201A;Đ° Đ&#x;Đ&#x2022;Đ Đ&#x2022;Đ&#x201D;Đ?ЧĐ? ЧĐ&#x2022;РТĐ&#x2022;Đ&#x2013;Đ&#x2022;Đ&#x2122; Lakhta Gorproject / SCT center Đ&#x201D;Đ°Ń&#x201A;Đ° Data Lakhta Gorproject / SCT center Data

"Lakhta Center"

SGU Đ&#x17E;динОŃ&#x2021;Đ˝Ń&#x2039;Đš йНОк ĐˇĐ°Ń Ń&#x201A;окНоннŃ&#x2039;Đš Single Glazed Door Side Light SGU Ń Ń&#x201A;окНоннаŃ? двоŃ&#x20AC;Ń&#x152; йОкОвОК Ń Đ˛ĐľŃ&#x201A; Đ&#x17E;динОŃ&#x2021;Đ˝Ń&#x2039;Đš йНОк ĐˇĐ°Ń Ń&#x201A;окНоннŃ&#x2039;Đš

Cladding Panel Fixing Profile C - Aluminum Extrusion Cladding Panel Fixing Profile Đ&#x161;Ń&#x20AC;опНонио ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ?

- Aluminum Extrusion ОйНиŃ&#x2020;ОвОŃ&#x2021;нОК паноНи Đ&#x161;Ń&#x20AC;опНонио ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ?

-Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; ОйНиŃ&#x2020;ОвОŃ&#x2021;нОК паноНи -Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152;

11/12/2015

IVAN_TOMOVIC

ЧоŃ&#x20AC;Ń&#x201A;оМи но Đ´ĐťŃ? Ń Ń&#x201A;Ń&#x20AC;ОиŃ&#x201A;оНŃ&#x152;Ń Ń&#x201A;ва и СакаСа ПаŃ&#x201A;ĐľŃ&#x20AC;иаНОв

РовиСиŃ?/6 Revision

ǨǽǍǹ GMPPS PPC Coated

SCALE: 1:20

11/12/2015

SILVIA_PRANDELLI

Note / Đ&#x;Ń&#x20AC;иПоŃ&#x2021;аниŃ?:

+16,800

3 PLAN AT

B

Đ&#x2DC;нв. N пОдН. Đ&#x;Одп. и Đ´Đ°Ń&#x201A;Đ° Đ&#x2019;СаП. инв . N Đ&#x2DC;нв. N пОдН. Đ&#x;Одп. и Đ´Đ°Ń&#x201A;Đ° Đ&#x2019;СаП. инв . N Đ&#x2DC;Đ?Đ&#x2019;._â&#x201E;&#x2013;_Đ&#x;Đ&#x17E;Đ&#x201D;Đ&#x203A;. Đ&#x2019;Đ&#x2014;Đ?Đ&#x153;_Đ&#x2DC;Đ?Đ&#x2019;_Đ?Đ&#x17E;Đ&#x153;Đ&#x2022;Đ Đ&#x2DC;Đ?Đ&#x2019;._â&#x201E;&#x2013;_Đ&#x;Đ&#x17E;Đ&#x201D;Đ&#x203A;. Đ&#x2019;Đ&#x2014;Đ?Đ&#x153;_Đ&#x2DC;Đ?Đ&#x2019;_Đ?Đ&#x17E;Đ&#x153;Đ&#x2022;Đ

Đ&#x2019;СаП. инв . N Đ&#x;Одп. и Đ´Đ°Ń&#x201A;Đ°

Đ&#x2DC;Đ?Đ&#x2019;._â&#x201E;&#x2013;_Đ&#x;Đ&#x17E;Đ&#x201D;Đ&#x203A;.

Đ&#x2DC;нв. N пОдН.

Đ&#x2019;Đ&#x2014;Đ?Đ&#x153;_Đ&#x2DC;Đ?Đ&#x2019;_Đ?Đ&#x17E;Đ&#x153;Đ&#x2022;Đ

B

ĐĄĐžĐłĐťĐ°Ń ĐžĐ˛Đ°Đ˝Đž

B

Đ&#x201D;Đ°Ń&#x201A;Đ°

11/12/2015

VIOLA_KOSSEDA

Đ?.кОнŃ&#x201A;Ń&#x20AC;.

Note /Drawings Đ&#x;Ń&#x20AC;иПоŃ&#x2021;аниŃ?: is not for the construction and ordering of materials /

Mixed-use Complex

5B 5D

E

SCALE: 1:5

Đ&#x;ĐžĐ´ĐżĐ¸Ń Ń&#x152;

THOMAS_WINTERSTETTER

Đ&#x;Ń&#x20AC;ОвоŃ&#x20AC;иН

ФОŃ&#x20AC;ПаŃ&#x201A; A1

Đ&#x201D;Đ°Ń&#x201A;Đ°

THOMAS_WINTERSTETTER

Project Name :

DOOR DETAIL / двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи SCALE: 1:5 DOOR DETAIL / двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи DOOR DETAIL / двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи

PPC Coated Aluminum Cladding Panel PPC Min. Coated 2mm Thickness Aluminum PPC Cladding Panel пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Đ°Ń? аННŃ&#x17D;ПиниваŃ?

2mm Min. Thickness ОйНиŃ&#x2020;ОвОŃ&#x2021;наŃ? паноН пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Đ°Ń?

PPC аННŃ&#x17D;ПиниваŃ?

2ПП Пин. Ń&#x201A;ОНŃ&#x2030;ина ОйНиŃ&#x2020;ОвОŃ&#x2021;наŃ? паноН 2ПП Пин. Ń&#x201A;ОНŃ&#x2030;ина

PPC Coated Aluminum Cladding Panel 2mm Min. Thickness пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Đ°Ń? PPC аННŃ&#x17D;ПиниваŃ? ОйНиŃ&#x2020;ОвОŃ&#x2021;наŃ? паноН 2ПП Пин. Ń&#x201A;ОНŃ&#x2030;ина

N дОк.

Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚ РаСŃ&#x20AC;айОŃ&#x201A;Đ°Đť

ФОŃ&#x20AC;ПаŃ&#x201A; A1

Gorproject

+12,600

Flat area

Đ&#x;ĐžĐ´ĐżĐ¸Ń Ń&#x152;

Project Name : by others Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;

Steel L-Profile supporting Door Framing - to allow for tolerances SteelLL-Profile supporting Door Framing ĐĄŃ&#x201A;Đ°ĐťŃ&#x152;нОК - ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; Đ´ĐťŃ? пОддоŃ&#x20AC;Мки allow for tolerances двоŃ&#x20AC;и Đ&#x17E;ĐąŃ&#x20AC;аПНонио -- to Đ&#x201D;ĐťŃ? ĐžĐąĐľŃ ĐżĐľŃ&#x2021;ониŃ? ĐĄŃ&#x201A;Đ°ĐťŃ&#x152;нОК L - ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; Đ´ĐťŃ? пОддоŃ&#x20AC;Мки дОпŃ&#x192;Ń ĐşĐžĐ˛ двоŃ&#x20AC;и Đ&#x17E;ĐąŃ&#x20AC;аПНонио - Đ&#x201D;ĐťŃ? ĐžĐąĐľŃ ĐżĐľŃ&#x2021;ониŃ? +21,000 дОпŃ&#x192;Ń ĐşĐžĐ˛ ǨǽǍǹ GMPPS

Opening detail in section 5B 5A

DOOR DETAIL /двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи SCALE: 1:5 /двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи DOOR DETAIL / двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи DOOR DETAIL DOOR DETAIL / двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи C

8

001_SPHERE

N дОк.

THOMAS_WINTERSTETTER

11/12/2015

7

11/12/2015

4

Đ&#x203A;Đ¸Ń Ń&#x201A;

3 F001_02 F001_01

Đ&#x201C;Đ&#x2DC;Đ&#x; ЎМнŃ&#x2039;Đš йНОк/ 11/12/2015 Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚ South block йНОк/ Đ?Ń&#x20AC;ка/Arch 11/12/2015 VIOLA_KOSSEDA РаСŃ&#x20AC;айОŃ&#x201A;Đ°Đť 1 ЎМнŃ&#x2039;Đš - Đ&#x2014;данио Đ&#x2018;Đ°Ń&#x2C6;Đ˝Ń?/Tower block SILVIA_PRANDELLI Đ&#x;Ń&#x20AC;ОвоŃ&#x20AC;иН 2 -South Đ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;нОо Сданио, Ń ĐžŃ Ń&#x201A;ĐžŃ?Ń&#x2030;оо 11/12/2015 11/12/2015 IVAN_TOMOVIC Đ?.кОнŃ&#x201A;Ń&#x20AC;.

1 -иСĐ&#x2014;данио Ń&#x17D;МнОгОĐ&#x2018;Đ°Ń&#x2C6;Đ˝Ń?/Tower и Ń ĐľĐ˛ĐľŃ&#x20AC;нОгО йНОкОв, 2 -ОйŃ&#x160;одиноннОо Đ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;нОо Сданио, Ń ĐžŃ Ń&#x201A;ĐžŃ?Ń&#x2030;оо building ĐşŃ&#x20AC;Ń&#x2039;Ń&#x201A;Ń&#x2039;Đź двОŃ&#x20AC;ОП/Multifunctional иС Ń&#x17D;МнОгОofи north Ń ĐľĐ˛ĐľŃ&#x20AC;нОгО йНОкОв, consisting and south block unified with covered ОйŃ&#x160;одиноннОо ĐşŃ&#x20AC;Ń&#x2039;Ń&#x201A;Ń&#x2039;Đź двОŃ&#x20AC;ОП/Multifunctional building precinct consisting of Ń&#x2021;Đ°Ń Ń&#x201A;Ń&#x152;, north and south block unified with covered 3 - ĐĄŃ&#x201A;иНОйаŃ&#x201A;наŃ? вкНŃ&#x17D;Ń&#x2021;Đ°Ń&#x17D;Ń&#x2030;Đ°Ń? Ń ĐľĐ˛ĐľŃ&#x20AC;Đ˝Ń&#x192;Ń&#x17D; ĐĄŃ&#x201A;адиŃ? Đ&#x203A;Đ¸Ń Ń&#x201A; и precinct Ń&#x17D;МнŃ&#x192;Ń&#x17D; пНОŃ&#x2030;Đ°Đ´Ń&#x152;/Podium consisting of north and south 3 -square ĐĄŃ&#x201A;иНОйаŃ&#x201A;наŃ? Ń&#x2021;Đ°Ń Ń&#x201A;Ń&#x152;, вкНŃ&#x17D;Ń&#x2021;Đ°Ń&#x17D;Ń&#x2030;Đ°Ń? Ń ĐľĐ˛ĐľŃ&#x20AC;Đ˝Ń&#x192;Ń&#x17D; иGŃ&#x17D;МнŃ&#x192;Ń&#x17D; пНОŃ&#x2030;Đ°Đ´Ń&#x152;/Podium of north F001_01 and south 4 - Đ?Ń&#x20AC;ка гНавнОгО вŃ&#x2026;Ода/Arch consisting of the main T entrance square 4 - Đ?Ń&#x20AC;ка гНавнОгО вŃ&#x2026;Ода/Arch of the main entrance

11/12/2015

F001_01 Đ&#x201C;Đ&#x2DC;Đ&#x;

General Designer :

C

Stage 11/12/2015 Sheet

4

1

ĐĄŃ&#x201A;адиŃ?3

Đ&#x2DC;СП. Đ&#x161;ОН.Ń&#x192;Ń&#x2021;. Đ&#x203A;Đ¸Ń Ń&#x201A;

11/12/2015 7

Đ&#x2DC;СП. Đ&#x161;ОН.Ń&#x192;Ń&#x2021;. Đ&#x203A;Đ¸Ń Ń&#x201A;

2

11/12/2015 11/12/2015

VIOLA_KOSSEDA

SILVIA_PRANDELLI IVAN_TOMOVIC

SCALE: 1:2 1

2

Employer:

D

1

THOMAS_WINTERSTETTER

6

Đ&#x;Đ&#x2022;Đ Đ&#x2022;Đ&#x201D;Đ?ЧĐ? ЧĐ&#x2022;РТĐ&#x2022;Đ&#x2013;Đ&#x2022;Đ&#x2122; / ISSUE DRAWINGS

ǨǽǍǹ GMPPS

D

Steel L-Profile supporting Door Framing - to allow for tolerances ĐĄŃ&#x201A;Đ°ĐťŃ&#x152;нОК L - ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; Đ´ĐťŃ? пОддоŃ&#x20AC;Мки двоŃ&#x20AC;и Đ&#x17E;ĐąŃ&#x20AC;аПНонио - Đ&#x201D;ĐťŃ? ĐžĐąĐľŃ ĐżĐľŃ&#x2021;ониŃ? дОпŃ&#x192;Ń ĐşĐžĐ˛

Stage

001_SPHERE

2 Checked

5

Date

F001_02

GIP

Designed

11/12/2015

N FT ĐşŃ&#x201A; RA CTIO ĐżŃ&#x20AC;Оо U Y D SECTION AT TO ATRIUM/РаСŃ&#x20AC;оС на Ń ĐžĐľĐ´Đ¸Đ˝ĐľĐ˝Đ¸Đ¸ Ń Đ°Ń&#x201A;Ń&#x20AC;иŃ&#x192;ПОП Ń&#x2039;ĐšCONNECTION AR STR 1:10Ń&#x152;Đ˝ Ń&#x201A;ва MIN CON SCALE:оН иŃ&#x201A; ELI оНŃ&#x152;Ń PR T FOR дваŃ&#x20AC; Ń&#x20AC;ОиŃ&#x201A; NO Đ&#x;Ń&#x20AC;Đľ Ń? Ń Ń&#x201A; Đ´Đť но/ Đ&#x;Ń&#x20AC;инŃ&#x2020;ипиаНŃ&#x152;Đ˝Ń&#x2039;Đľ Ń&#x20AC;ĐľŃ&#x2C6;ониŃ?

Schematic Design

Đ&#x161;ĐžĐ˝Ń Ń&#x201A;Ń&#x20AC;Ń&#x192;ĐşŃ&#x201A;ивнŃ&#x2039;Đš Ń Đ¸ĐťĐ¸ĐşĐžĐ˝ Structural Silicone Đ&#x161;ĐžĐ˝Ń Ń&#x201A;Ń&#x20AC;Ń&#x192;ĐşŃ&#x201A;ивнŃ&#x2039;Đš Finished Floor (byŃ Đ¸ĐťĐ¸ĐşĐžĐ˝ others) Đ&#x17E;Ń&#x201A;доНаннŃ&#x2039;Đš пОН (Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;) Finished Floor (by others) +25,200 пОН (Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;) Đ&#x17E;Ń&#x201A;доНаннŃ&#x2039;Đš

Structural Silicone Đ&#x161;ĐžĐ˝Ń Ń&#x201A;Ń&#x20AC;Ń&#x192;ĐşŃ&#x201A;ивнŃ&#x2039;Đš Ń Đ¸ĐťĐ¸ĐşĐžĐ˝ Finished Floor (by others) Đ&#x17E;Ń&#x201A;доНаннŃ&#x2039;Đš пОН (Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;)

3

Ç?

Operable Unit - Door Framing Aluminum Extrusion +29,400 Operable Unit Đ&#x201D;ĐľĐšŃ Ń&#x201A;вŃ&#x192;Ń&#x17D;Ń&#x2030;Đľ йНОк ǨǽǍǹ GMPPS - Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš Đ&#x17E;ĐąŃ&#x20AC;аПНонио - Door FramingдвоŃ&#x20AC;Ń&#x152; Aluminum Extrusion

SCALE: 1:5

Operable Unit - Door Framing Aluminum Extrusion

11/12/2015

Drawings is not for the construction and ordering of materials / ЧоŃ&#x20AC;Ń&#x201A;оМи но Đ´ĐťŃ? Ń Ń&#x201A;Ń&#x20AC;ОиŃ&#x201A;оНŃ&#x152;Ń Ń&#x201A;ва и СакаСа ПаŃ&#x201A;ĐľŃ&#x20AC;иаНОв

Đ­Ń&#x201A;Đ°Đś 9/floor Đ&#x17E;динОŃ&#x2021;Đ˝Ń&#x2039;Đš йНОк9 ĐˇĐ°Ń Ń&#x201A;окНоннŃ&#x2039;Đš SGU Đ&#x17E;динОŃ&#x2021;Đ˝Ń&#x2039;Đš йНОк ĐˇĐ°Ń Ń&#x201A;окНоннŃ&#x2039;Đš

FRAME DOOR DETAIL / Đ&#x201D;ĐľŃ&#x201A;Đ°ĐťŃ&#x152; двоŃ&#x20AC;нОК Ń&#x20AC;Đ°ĐźŃ&#x2039; SCALE: 1:5 FRAME DOOR DETAIL / Đ&#x201D;ĐľŃ&#x201A;Đ°ĐťŃ&#x152; двоŃ&#x20AC;нОК Ń&#x20AC;Đ°ĐźŃ&#x2039;

11/12/2015

IVAN_TOMOVIC

Đ&#x201C;Đ&#x2DC;Đ&#x;

0.000=0.0004

3

0.000=0.000

Sheet Doc.No Signature

Modif.

Approved

11/12/2015

IVAN_TOMOVIC

Đ&#x;Đ&#x2022;Đ Đ&#x2022;Đ&#x201D;Đ?ЧĐ? ЧĐ&#x2022;РТĐ&#x2022;Đ&#x2013;Đ&#x2022;Đ&#x2122; / ISSUE DRAWINGS

йНОк +33,600 Đ&#x201D;ĐľĐšŃ Ń&#x201A;вŃ&#x192;Ń&#x17D;Ń&#x2030;ĐľSGU - Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš двоŃ&#x20AC;Ń&#x152; Đ&#x17E;ĐąŃ&#x20AC;аПНонио

E

-

H

11/12/2015

SILVIA_PRANDELLI

Drawings is not for the construction and ordering of materials / ЧоŃ&#x20AC;Ń&#x201A;оМи но Đ´ĐťŃ? Ń Ń&#x201A;Ń&#x20AC;ОиŃ&#x201A;оНŃ&#x152;Ń Ń&#x201A;ва и СакаСа ПаŃ&#x201A;ĐľŃ&#x20AC;иаНОв

Structural Silicone Đ&#x161;ĐžĐ˝Ń Ń&#x201A;Ń&#x20AC;Ń&#x192;ĐşŃ&#x201A;ивнŃ&#x2039;Đš Ń Đ¸ĐťĐ¸ĐşĐžĐ˝ Structural Silicone Operable Unit Đ&#x161;ĐžĐ˝Ń Ń&#x201A;Ń&#x20AC;Ń&#x192;ĐşŃ&#x201A;ивнŃ&#x2039;Đš Ń Đ¸ĐťĐ¸ĐşĐžĐ˝ - Door Framing Aluminum Extrusion Operable Unit Đ&#x201D;ĐľĐšŃ Ń&#x201A;вŃ&#x192;Ń&#x17D;Ń&#x2030;Đľ йНОк - Door FramingдвоŃ&#x20AC;Ń&#x152; Aluminum Extrusion - Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš Đ&#x17E;ĐąŃ&#x20AC;аПНонио

E

11/12/2015

SILVIA_PRANDELLI

TO SECONDARY STEEL/Đ&#x201D;ĐľŃ&#x201A;Đ°ĐťŃ&#x152; на Ń ĐžĐľĐ´Đ¸Đ˝ĐľĐ˝Đ¸Đ¸ дОпОНниŃ&#x201A;оНŃ&#x152;нОК Ń Ń&#x201A;аНи T F001_01 1 DETAIL AT CONNECTION

11/12/2015

VIOLA_KOSSEDA

Note / Đ&#x;Ń&#x20AC;иПоŃ&#x2021;аниŃ?:

Single Glazed Door Side Light Ń Ń&#x201A;окНоннаŃ? двоŃ&#x20AC;Ń&#x152; йОкОвОК Ń Đ˛ĐľŃ&#x201A; Single Glazed Door Side Light 2 Ń Ń&#x201A;окНоннаŃ? двоŃ&#x20AC;Ń&#x152; йОкОвОК Ń Đ˛ĐľŃ&#x201A;

1

Sheets

F001_01

2Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚENG

Date

F001_01

РаСŃ&#x20AC;айОŃ&#x201A;Đ°Đť

Sheet

T

Typical top detail in section

Sheet Doc.No Signature

Modif.

11/12/2015

VIOLA_KOSSEDA

Approved

F001_02A

GIP

Approved

THOMAS_WINTERSTETTER

Checked

Đ&#x2DC;СП. Đ&#x161;ОН.Ń&#x192;Ń&#x2021;. Đ&#x203A;Đ¸Ń Ń&#x201A;

ХовоŃ&#x20AC;Đ˝Ń&#x2039;Đš йНОк/ North block ХовоŃ&#x20AC;Đ˝Ń&#x2039;Đš йНОк/ North block

Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚENG THOMAS_WINTERSTETTER N дОк. Đ&#x;ĐžĐ´ĐżĐ¸Ń Ń&#x152; Đ&#x201D;Đ°Ń&#x201A;Đ° Designed

F001_01 Checked

8

Single Glazed Door Side Light Ń Ń&#x201A;окНоннаŃ? двоŃ&#x20AC;Ń&#x152; йОкОвОК Ń Đ˛ĐľŃ&#x201A; Single Glazed Door Side Light Ń Ń&#x201A;окНоннаŃ? двоŃ&#x20AC;Ń&#x152; йОкОвОК Ń Đ˛ĐľŃ&#x201A;

SCALE: 1:100

D

Bottom leaf

7

1 SECTION AT CONNECTION TO ATRIUM/РаСŃ&#x20AC;оС на Ń ĐžĐľĐ´Đ¸Đ˝ĐľĐ˝Đ¸Đ¸ Ń Đ°Ń&#x201A;Ń&#x20AC;иŃ&#x192;ПОП

H

Structural Silicone Đ&#x161;ĐžĐ˝Ń Ń&#x201A;Ń&#x20AC;Ń&#x192;ĐşŃ&#x201A;ивнŃ&#x2039;Đš Ń Đ¸ĐťĐ¸ĐşĐžĐ˝

Ring

11/12/2015

IVAN_TOMOVIC

ĐĄĐžĐłĐťĐ°Ń ĐžĐ˛Đ°Đ˝Đž

F

Single Glazed Door Side Light Ń Ń&#x201A;окНоннаŃ? двоŃ&#x20AC;Ń&#x152; йОкОвОК Ń Đ˛ĐľŃ&#x201A;

+16,800

SILVIA_PRANDELLI

Stage

2

Aluminum PPC coated Đ?ННŃ&#x17D;ПиниК пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Ń&#x2039;Đš PPC Aluminum PPC coated Đ?ННŃ&#x17D;ПиниК пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Ń&#x2039;Đš PPC - Aluminum Extrusion Cladding Panel Fixing Profile Đ&#x161;Ń&#x20AC;опНонио ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ?

- Aluminum Extrusion ОйНиŃ&#x2020;ОвОŃ&#x2021;нОК паноНи Đ&#x161;Ń&#x20AC;опНонио ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ?

-Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; ОйНиŃ&#x2020;ОвОŃ&#x2021;нОК паноНи -Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152;

Single Glazed Door Side Light F Ń Ń&#x201A;окНоннаŃ? двоŃ&#x20AC;Ń&#x152; йОкОвОК Ń Đ˛ĐľŃ&#x201A;

Operable Unit - Door Framing Aluminum Extrusion

Sphare

Đ&#x;Одп. и Đ´Đ°Ń&#x201A;Đ°

6

Cladding Panel Fixing Profile

4B FRAME DOOR DETAIL / Đ&#x201D;ĐľŃ&#x201A;Đ°ĐťŃ&#x152; двоŃ&#x20AC;нОК Ń&#x20AC;Đ°ĐźŃ&#x2039;

ЎМнŃ&#x2039;Đš йНОк/ Đ?Ń&#x20AC;ка/Arch South block 5 1 - Đ&#x2014;данио Đ&#x2018;Đ°Ń&#x2C6;Đ˝Ń?/Tower 2 - Đ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;нОо Сданио, Ń ĐžŃ Ń&#x201A;ĐžŃ?Ń&#x2030;оо 8 иС Ń&#x17D;МнОгО и Ń ĐľĐ˛ĐľŃ&#x20AC;нОгО йНОкОв, ОйŃ&#x160;одиноннОо ĐşŃ&#x20AC;Ń&#x2039;Ń&#x201A;Ń&#x2039;Đź двОŃ&#x20AC;ОП/Multifunctional building consisting of north and south block unified with covered precinct 3 - ĐĄŃ&#x201A;иНОйаŃ&#x201A;наŃ? Ń&#x2021;Đ°Ń Ń&#x201A;Ń&#x152;, вкНŃ&#x17D;Ń&#x2021;Đ°Ń&#x17D;Ń&#x2030;Đ°Ń? Ń ĐľĐ˛ĐľŃ&#x20AC;Đ˝Ń&#x192;Ń&#x17D; и Ń&#x17D;МнŃ&#x192;Ń&#x17D; пНОŃ&#x2030;Đ°Đ´Ń&#x152;/Podium consisting of north and south square 4 - Đ?Ń&#x20AC;ка гНавнОгО вŃ&#x2026;Ода/Arch of the main entrance

4

Checked 8 Approved

1

Đ&#x2019;Đ&#x2014;Đ?Đ&#x153;_Đ&#x2DC;Đ?Đ&#x2019;_Đ?Đ&#x17E;Đ&#x153;Đ&#x2022;Đ

ĐĄĐžĐłĐťĐ°Ń ĐžĐ˛Đ°Đ˝Đž

4

Aluminum PPC coated Đ?ННŃ&#x17D;ПиниК пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Ń&#x2039;Đš PPC

Ring

Steel Round Hollow Section 3 Powder Coated, mm 7 Ă&#x2DC; 219 Round Hollow -toSteel be confirmed

by Section PowderContractor Coated, Ă&#x2DC; 219 mm Facade -to be confirmed by upon appointment Facade Contractor Đ&#x161;Ń&#x20AC;опНонио ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ? upon appointment ОйНиŃ&#x2020;ОвОŃ&#x2021;нОК паноНи Đ&#x161;Ń&#x20AC;опНонио ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ?

-Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; ОйНиŃ&#x2020;ОвОŃ&#x2021;нОК паноНи -Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152;

2

Steel Profile at Portal Framing Steel Profile at ĐĄŃ&#x201A;Đ°ĐťŃ&#x152;нОК Portal Framing ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; на вŃ&#x2026;Одо ĐĄŃ&#x201A;Đ°ĐťŃ&#x152;нОК ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; на вŃ&#x2026;Одо

11/12/2015

Đ&#x201C;Đ&#x2DC;Đ&#x;

Date

Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚENG Designed

Design Consultant :

11/12/2015

VIOLA_KOSSEDA

Đ&#x2DC;СП. Đ&#x161;ОН.Ń&#x192;Ń&#x2021;. Đ&#x203A;Đ¸Ń Ń&#x201A;

4

Sheet Doc.No Signature

F001_02A GIP

Date

THOMAS_WINTERSTETTER

Đ&#x2019;СаП. инв . N

5

Steel Round Hollow Section Powder Coated, Ă&#x2DC; 219 mm -to be confirmed by Facade Contractor upon appointment Đ&#x161;Ń&#x20AC;опНонио ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ? ОйНиŃ&#x2020;ОвОŃ&#x2021;нОК паноНи -Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152;

1

3

Modif.

Suspended Ceiling (by others)

Đ&#x;ĐžĐ´Đ˛ĐľŃ Đ˝ĐžĐš Đ&#x;ĐžŃ&#x201A;ОНОк (Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;)

0.000=0.000

A

Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚENG

+25,200

2

Design Consultant :

SAMSUNG C&T 14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr

Designed 8

7

ХовоŃ&#x20AC;Đ˝Ń&#x2039;Đš йНОк/ North block

Đ&#x;ĐľŃ&#x20AC;виŃ&#x2021;наŃ? Ń Ń&#x201A;Ń&#x20AC;Ń&#x192;ĐşŃ&#x201A;Ń&#x192;Ń&#x20AC;Đ° пНиŃ&#x201A;Ń&#x2039; поŃ&#x20AC;окŃ&#x20AC;Ń&#x2039;Ń&#x201A;иŃ? (Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;)

ĐĄŃ&#x201A;Đ°ĐťŃ&#x152;наŃ? ĐşŃ&#x20AC;Ń&#x192;гНаŃ? пОНаŃ? Ń&#x201A;Ń&#x20AC;Ń&#x192;йа Ń ĐżĐžŃ&#x20AC;ĐžŃ&#x2C6;кОвŃ&#x2039;Đź пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;иоП,Ă&#x2DC; 219ПП пОдŃ&#x201A;воŃ&#x20AC;диŃ&#x201A;Ń&#x152; пО наСнаŃ&#x2021;ониŃ&#x17D; Ń&#x201E;Đ°Ń Đ°Đ´Đ˝ĐžĐłĐž пОдŃ&#x20AC;Ń?Đ´Ń&#x2021;ика

Design Consultant :

Design Consultant :

Đ&#x;Одп. и Đ´Đ°Ń&#x201A;Đ°

G

3

E

7 6

Steel Round Hollow Section Powder Coated, Ă&#x2DC; 219 mm -to be confirmed by Facade Contractor upon appointment

Đ?Đ&#x161;ĐŚĐ&#x2DC;Đ&#x17E;Đ?Đ&#x2022;Đ Đ?Đ&#x17E;Đ&#x2022; Đ&#x17E;Đ&#x2018;ĐŠĐ&#x2022;ХТĐ&#x2019;Đ&#x17E; ÂŤĐ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;Đ˝Ń&#x2039;Đš ĐşĐžĐźĐżĐťĐľĐşŃ ÂŤĐ&#x203A;Đ°Ń&#x2026;Ń&#x201A;Đ° Ń&#x2020;онŃ&#x201A;Ń&#x20AC;Âť

General Designer :

Đ&#x2DC;Đ?Đ&#x2019;._â&#x201E;&#x2013;_Đ&#x;Đ&#x17E;Đ&#x201D;Đ&#x203A;.

4 G

Flat area

6

5

8

Suspended Ceiling (by others) Đ&#x;ĐžĐ´Đ˛ĐľŃ Đ˝ĐžĐš пОŃ&#x201A;ОНОк(Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;) A Suspended Ceiling (by others) Đ&#x;ĐžĐ´Đ˛ĐľŃ Đ˝ĐžĐš пОŃ&#x201A;ОНОк(Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;) PPC Coated Aluminum Cladding Panel 2mm Min. Thickness пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Đ°Ń? Đ­Đ&#x;Đ&#x161; PPC Coated Aluminum Cladding Panel аННŃ&#x17D;ПиниваŃ?

2mm Min. Thickness пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Đ°Ń? Đ­Đ&#x;Đ&#x161; ОйНиŃ&#x2020;ОвОŃ&#x2021;наŃ? паноН аННŃ&#x17D;ПиниваŃ?

2ПП Пин. Ń&#x201A;ОНŃ&#x2030;ина 1 ОйНиŃ&#x2020;ОвОŃ&#x2021;наŃ? паноН 2ПП Пин. Ń&#x201A;ОНŃ&#x2030;ина 6 Đ&#x2DC;нв. N пОдН.

PPC Coated Aluminum Cladding Panel 2mm Min. Thickness пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Đ°Ń? Đ­Đ&#x;Đ&#x161; аННŃ&#x17D;ПиниваŃ? ОйНиŃ&#x2020;ОвОŃ&#x2021;наŃ? паноН 3 2ПП Пин. Ń&#x201A;ОНŃ&#x2030;ина

2

5

4

7

SCALE: 1:5

SCALE: 1:5

Steel Profile at Portal Framing ĐĄŃ&#x201A;Đ°ĐťŃ&#x152;нОК ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; на вŃ&#x2026;Одо

Typical detail in plan 4

Đ&#x2019;Đ&#x2014;Đ?Đ&#x153;_Đ&#x2DC;Đ?Đ&#x2019;_Đ?Đ&#x17E;Đ&#x153;Đ&#x2022;Đ

Đ&#x2019;СаП. инв . N

OF DOOR DETAIL / Đ&#x2019;ĐľŃ&#x20AC;Ń&#x2026; двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи 4A TOP 4A TOP OF DOOR DETAIL / Đ&#x2019;ĐľŃ&#x20AC;Ń&#x2026; двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи

Đ&#x;Одп. и Đ´Đ°Ń&#x201A;Đ°

H

3

6

Đ&#x2DC;Đ?Đ&#x2019;._â&#x201E;&#x2013;_Đ&#x;Đ&#x17E;Đ&#x201D;Đ&#x203A;.

ĐĄĐžĐłĐťĐ°Ń ĐžĐ˛Đ°Đ˝Đž

Đ&#x2019;Đ&#x2014;Đ?Đ&#x153;_Đ&#x2DC;Đ?Đ&#x2019;_Đ?Đ&#x17E;Đ&#x153;Đ&#x2022;Đ

Đ&#x2019;СаП. инв . N

H

3 2

5

Suspended Ceiling (by others) Đ&#x;ĐžĐ´Đ˛ĐľŃ Đ˝ĐžĐš пОŃ&#x201A;ОНОк(Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;)

Đ&#x2DC;Đ?Đ&#x2019;._â&#x201E;&#x2013;_Đ&#x;Đ&#x17E;Đ&#x201D;Đ&#x203A;.

Đ&#x;Одп. и Đ´Đ°Ń&#x201A;Đ°

2 1

4A TOP OF DOOR DETAIL / Đ&#x2019;ĐľŃ&#x20AC;Ń&#x2026; двоŃ&#x20AC;нОК Đ´ĐľŃ&#x201A;аНи

Đ&#x2DC;нв. N пОдН.

ĐĄĐžĐłĐťĐ°Ń ĐžĐ˛Đ°Đ˝Đž

Đ&#x2019;Đ&#x2014;Đ?Đ&#x153;_Đ&#x2DC;Đ?Đ&#x2019;_Đ?Đ&#x17E;Đ&#x153;Đ&#x2022;Đ

Đ&#x2019;СаП. инв . N Đ&#x;Одп. и Đ´Đ°Ń&#x201A;Đ°

1

4

SCALE: 1:5

Top leaf

F001_01 GIP

B

3

"Lakhta Center"

Design Consultant : Design Consultant :

Sheet Doc.No Signature

Modif.

+25,200

Đ&#x2DC;Đ?Đ&#x2019;._â&#x201E;&#x2013;_Đ&#x;Đ&#x17E;Đ&#x201D;Đ&#x203A;.

Đ&#x2DC;нв. N пОдН.

ĐĄŃ&#x201A;Đ°ĐťŃ&#x152;наŃ? ĐşŃ&#x20AC;Ń&#x192;гНаŃ? пОНаŃ? Ń&#x201A;Ń&#x20AC;Ń&#x192;йа Ń ĐżĐžŃ&#x20AC;ĐžŃ&#x2C6;кОвŃ&#x2039;Đź пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;иоП, Ă&#x2DC; 219ПП пОдŃ&#x201A;воŃ&#x20AC;диŃ&#x201A;Ń&#x152; пО наСнаŃ&#x2021;ониŃ&#x17D; Ń&#x201E;Đ°Ń Đ°Đ´Đ˝ĐžĐłĐž пОдŃ&#x20AC;Ń?Đ´Ń&#x2021;ика

B

Cladding Panel Fixing Profile - Aluminum Extrusion Đ&#x161;Ń&#x20AC;опНонио ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ? ОйНиŃ&#x2020;ОвОŃ&#x2021;нОК паноНи -Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152;

14, Seocho-dearo 74gil,Seo

Design Consultant :

Primary Structure at Floor Slab (by others)

Employer:

Steel Round Hollow Section Powder Coated, Ă&#x2DC; 219 mm -to be confirmed by Facade Contractor upon appointment

F

Galvanized Steel Panel Min. Thickness 2mm Đ&#x17E;Ń&#x2020;инкОваннаŃ? Ń Ń&#x201A;Đ°ĐťŃ&#x152;наŃ? паноНŃ&#x152; Đ&#x153;иниПŃ&#x192;Đź ТОНŃ&#x2030;ина 2 ПП

SAMSUNG C&T

C

1

Đ?Đ&#x161;

General Designer :

â&#x201E;&#x2013; иСПонониŃ? / change

Đ&#x2DC;СПононио/Change

14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr

B

F-001-02

Symmetry

M

Employer:

Mixed-use Complex

Structural Silicone Đ&#x161;ĐžĐ˝Ń Ń&#x201A;Ń&#x20AC;Ń&#x192;ĐşŃ&#x201A;ивнŃ&#x2039;Đš Ń Đ¸ĐťĐ¸ĐşĐžĐ˝ Toggle Ń&#x20AC;иНо

Đ&#x2019;Đ&#x2014;Đ?Đ&#x153;_Đ&#x2DC;Đ?Đ&#x2019;_Đ?Đ&#x17E;Đ&#x153;Đ&#x2022;Đ

Detail 4 Đ&#x201D;ĐľŃ&#x201A;Đ°ĐťŃ&#x152;

C

2

Project Name :

Mineral Wool Insulation for Fire Proofing ТопНОиСОНŃ?Ń&#x2020;иŃ? иС ПиноŃ&#x20AC;ОНŃ&#x152;нОК Ń&#x2C6;ĐľŃ&#x20AC;Ń Ń&#x201A;и Đ´ĐťŃ? ĐżŃ&#x20AC;ĐžŃ&#x201A;ивОпОМаŃ&#x20AC;нОК СаŃ&#x2030;иŃ&#x201A;Ń&#x2039;

РовиСиŃ?/ Revision

Gorproject

Schematic Design / Đ&#x;Ń&#x20AC;инŃ&#x2020;ипиаНŃ&#x152;Đ˝Ń&#x2039;Đľ Ń&#x20AC;ĐľŃ&#x2C6;ониŃ?

Gasket ĐżŃ&#x20AC;ОкНадка

Custom Steel ProfilePowder Coated according to Architect ОйŃ&#x2039;Ń&#x2021;Đ˝Ń&#x2039;Đš Ń Ń&#x201A;Đ°ĐťŃ&#x152;нОК ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; Ń ĐżĐžŃ&#x20AC;ĐžŃ&#x2C6;кОвŃ&#x2039;Đź пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;иоП в Ń ĐžĐžŃ&#x201A;в. Ń Đ°Ń&#x20AC;Ń&#x2026;иŃ&#x201A;окŃ&#x201A;Ń&#x192;Ń&#x20AC;Đ˝Ń&#x2039;Пи Ń&#x192;каСаниŃ?Пи

B

A

Đ?Đ&#x161;ĐŚĐ&#x2DC;Đ&#x17E;Đ?Đ&#x2022;Đ Đ?Đ&#x17E;Đ&#x2022; ÂŤĐ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;Đ˝Ń&#x2039;Đš Đ&#x201D;Đ°Ń&#x201A;Đ° / ĐşĐžĐźĐżĐťĐľĐşŃ ÂŤĐ&#x203A;Đ°Ń&#x2026;Ń&#x201A;Đ° Ń&#x2020;онŃ&#x201A;Ń&#x20AC;Âť Data

Design Consultant : General Designer :

Gasket ĐżŃ&#x20AC;ОкНадка

Aluminum Adapter Profile to receive Toggle Đ?ĐťŃ&#x17D;ПиниовŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иНŃ&#x152; Đ´ĐťŃ? Đ´ĐťŃ? поŃ&#x20AC;окНŃ&#x17D;Ń&#x2021;ониŃ? Ń&#x20AC;иНо Aluminum Extrusion - based on Schuco FW 80+ or equivalent alternative Đ?ННŃ&#x17D;ПиновŃ&#x2039;Đš ĐżŃ&#x20AC;ĐžŃ&#x201E;иН ĐžŃ Đ˝ĐžĐ˛Đ°Đ˝Ń&#x2039;Đš на Schuco FW 80+ иНи пОдОйнОо

1

Lakhta center

SCT

14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr

Single Glazed Unit (SGU) Đ&#x17E;динОŃ&#x2021;Đ˝Ń&#x2039;Đš йНОк ĐˇĐ°Ń Ń&#x201A;окНоннŃ&#x2039;Đš

D

Sphere A-A section

Đ&#x201D;Đ°Ń&#x201A;Đ° / Data

Project Name :

F-001-02

2

SAMSUNG C&T

C

Đ&#x2DC;Đ?Đ&#x2019;._â&#x201E;&#x2013;_Đ&#x;Đ&#x17E;Đ&#x201D;Đ&#x203A;.

SCALE: 1:10

/ Data

T AF TION ОокŃ&#x201A; Y DR UC Đš ĐżŃ&#x20AC; INAR NSTR ĐťŃ&#x152;Đ˝Ń&#x2039; Ń&#x201A;ва Ń&#x152;Ń ELIM CO Ń&#x20AC;иŃ&#x201A;Đľ иŃ&#x201A;оН PR T FOR одва Ń Ń&#x201A;Ń&#x20AC;Đž NO Đ&#x;Ń&#x20AC; Đ´ĐťŃ? Đ&#x17E;Đ&#x2018;ĐŠĐ&#x2022;ХТĐ&#x2019;Đ&#x17E; но

Employer:

Detail 4 Đ&#x201D;ĐľŃ&#x201A;Đ°ĐťŃ&#x152;

Đ&#x2DC;нв. N пОдН.

3

Drawings is not for the construction and ordering of materials / ЧоŃ&#x20AC;Ń&#x201A;оМи но Đ´ĐťŃ? Ń Ń&#x201A;Ń&#x20AC;ОиŃ&#x201A;оНŃ&#x152;Ń Ń&#x201A;ва и СакаСа ПаŃ&#x201A;ĐľŃ&#x20AC;иаНОв

"Lakhta Center"

Sphere B-B section

E

Schematic Des

Fire Resistant Silicone ОгноŃ&#x192;Ń Ń&#x201A;ОКŃ&#x2021;ивŃ&#x2039;Đš Ń&#x2020;иНикОн

Fire Proofing and Smoke Seal ĐżŃ&#x20AC;ĐžŃ&#x201A;ивОпОМаŃ&#x20AC;наŃ? СаŃ&#x2030;иŃ&#x201A;Đ° и Đ&#x201D;Ń&#x2039;Đź Đ&#x;ĐľŃ&#x2021;Đ°Ń&#x201A;Ń&#x152; Galvanized Steel Panel Min. Thickness 2mm Đ&#x17E;Ń&#x2020;инкОваннаŃ? Ń Ń&#x201A;Đ°ĐťŃ&#x152;наŃ? Đ&#x;аноНŃ&#x152; Đ&#x153;ин. ТОНŃ&#x2030;ина 2 ПП

PPC Coated Aluminum Cladding Panel 2mm Min. Thickness пОкŃ&#x20AC;Ń&#x2039;Ń&#x201A;Đ°Ń? PPC аННŃ&#x17D;ПиниваŃ? ОйНиŃ&#x2020;ОвОŃ&#x2021;наŃ? паноН 2ПП Пин. Ń&#x201A;ОНŃ&#x2030;ина

/ change Note / Đ&#x;Ń&#x20AC;иПоŃ&#x2021;аниŃ?:

General Designer :

2.27

Sleeve Steel Plate at Mullion Splice Connection Đ Ń&#x192;кава Ń Ń&#x201A;Đ°ĐťŃ&#x152;нОК пНиŃ&#x201A;Ń&#x2039; ХОодиниŃ&#x201A;оНŃ&#x152;Đ˝Ń&#x2039;Đľ в Ń Ń&#x20AC;одник Silicone Jointing allowing for vertical expansion ОйŃ&#x20AC;айОŃ&#x201A;ка Ń Đ¸ĐťĐ¸ĐşĐžĐ˝ĐžĐź пОСвОНŃ?ĐľŃ&#x201A; Ń&#x20AC;Đ°Ń Ń&#x2C6;иŃ&#x20AC;онио пО воŃ&#x20AC;Ń&#x201A;икаНи

â&#x201E;&#x2013; иСПонониŃ?

Đ&#x2DC;СПононио/Change

Project Name :

F

TYPICAL SECTION A-A/ТипОвОК A-A Ń&#x20AC;аСŃ&#x20AC;оС A-A

SCT

A MIN ELI PR T FOR NO

Schematic Design / Đ&#x;Ń&#x20AC;инŃ&#x2020;ипиаНŃ&#x152;Đ˝Ń&#x2039;Đľ Ń&#x20AC;ĐľŃ&#x2C6;ониŃ?

SCALE: 1:10

D

4

N

+8,400

A-A Ń&#x20AC;аСŃ&#x20AC;оС A-A 3 TYPICAL SECTION A-A/ТипОвОК

â&#x201E;&#x2013;

LIM

E Đ°Ń&#x20AC; иŃ&#x201A;Đľ PR T FOR Complex Mixed-use одв Ń&#x201A;Ń&#x20AC;Đž O

+12,600

2.26

Đ&#x;Đ&#x2022;Đ Đ&#x2022;Đ&#x201D;Đ?ЧĐ? Ч

1

3

Revision ЎМнŃ&#x2039;Đš йНОк/ Đ?Ń&#x20AC;ка/Arch South block 1 - Đ&#x2014;данио Đ&#x2018;Đ°Ń&#x2C6;Đ˝Ń?/Tower 2 - Đ&#x153;нОгОŃ&#x201E;Ń&#x192;нкŃ&#x2020;иОнаНŃ&#x152;нОо Сданио, Ń ĐžŃ Ń&#x201A;ĐžŃ?Ń&#x2030;оо иС Ń&#x17D;МнОгО и Ń ĐľĐ˛ĐľŃ&#x20AC;нОгО йНОкОв, ОйŃ&#x160;одиноннОо ĐşŃ&#x20AC;Ń&#x2039;Ń&#x201A;Ń&#x2039;Đź двОŃ&#x20AC;ОП/Multifunctional building consisting of north and south block unified with covered precinct 3 - ĐĄŃ&#x201A;иНОйаŃ&#x201A;наŃ? Ń&#x2021;Đ°Ń Ń&#x201A;Ń&#x152;, вкНŃ&#x17D;Ń&#x2021;Đ°Ń&#x17D;Ń&#x2030;Đ°Ń? Ń ĐľĐ˛ĐľŃ&#x20AC;Đ˝Ń&#x192;Ń&#x17D; и Ń&#x17D;МнŃ&#x192;Ń&#x17D; пНОŃ&#x2030;Đ°Đ´Ń&#x152;/Podium consisting of north and south square 4 - Đ?Ń&#x20AC;ка гНавнОгО вŃ&#x2026;Ода/Arch of the main entrance

иСПонониŃ?

N A окŃ&#x201A; / change DR UCTIO ĐżŃ&#x20AC;Đž R RY Ń&#x2039;Đš Đ° INA ONST ĐťŃ&#x152;Đ˝ Ń&#x152;Ń Ń&#x201A;в C Đť иŃ&#x201A;Đľ

Project Name :

G

2.27

Drawings is not for the ЧоŃ&#x20AC;Ń&#x201A;оМи но Đ´ĐťŃ? Ń Ń&#x201A;Ń&#x20AC;Ои

Đ&#x201D;Đ°Ń&#x201A;Đ° / Data

2

Detail 5 Đ&#x201D;ĐľŃ&#x201A;Đ°ĐťŃ&#x152;

+16,800

Note / Đ&#x;Ń&#x20AC;иПоŃ&#x2021;аниŃ?:

ХовоŃ&#x20AC;Đ˝Ń&#x2039;Đš йНОк/ North block

+8,400

E

G

МоНоСОйоŃ&#x201A;Он ТОНоŃ&#x20AC;Đ°Đ˝Ń&#x201A;Đ˝ĐžŃ Ń&#x201A;Ń&#x152; поŃ&#x20AC;окŃ&#x20AC;Ń&#x2039;Ń&#x201A;иŃ? +/- 25 ПП дОНМон ĐąŃ&#x2039;Ń&#x201A;Ń&#x152; пОдŃ&#x201A;воŃ&#x20AC;Мдон

OдинОŃ&#x2021;Đ˝Ń&#x2039;Đš Ń Ń&#x201A;окНа

8

SCALE: 1:2

+12,600

H

МоНоСОйоŃ&#x201A;Он ТОНоŃ&#x20AC;Đ°Đ˝Ń&#x201A;Đ˝ĐžŃ Ń&#x201A;Ń&#x152; поŃ&#x20AC;окŃ&#x20AC;Ń&#x2039;Ń&#x201A;иŃ? +/- 50 ПП дОНМон ĐąŃ&#x2039;Ń&#x201A;Ń&#x152; пОдŃ&#x201A;воŃ&#x20AC;Мдон

ЎМнŃ&#x2039;Đš йНОк South block 1 - Đ&#x2014;данио 2 - Đ&#x153;нОгОŃ&#x201E;Ń&#x192; иС Ń&#x17D;МнО ОйŃ&#x160;один consistin precinct 3 - ĐĄŃ&#x201A;иНОйа и Ń&#x17D;МнŃ&#x192;Ń&#x17D; square 4 - Đ?Ń&#x20AC;ка гН

РовиСиŃ?/ Revision

N Note / Đ&#x;Ń&#x20AC;иПоŃ&#x2021;аниŃ?: AFT ĐşŃ&#x201A; R TIO Ń&#x20AC;Оо Y D TRUC Đš Đż ofĐ°materials / R Drawings is not forSthe construction and INAно Ń&#x152;Đ˝Ń&#x2039;ordering Ń&#x201A;в ЧоŃ&#x20AC;Ń&#x201A;оМи ПаŃ&#x201A;ĐľŃ&#x20AC;иаНОв OĐ´ĐťŃ?NŃ Ń&#x201A;Ń&#x20AC;ОиŃ&#x201A;оНŃ&#x152;Ń Ń&#x201A;ва Ń&#x201A;оНи СакаСа ĐťŃ&#x152;Ń ELIM C Đ°Ń&#x20AC;и иŃ&#x201A;Đľ PR T FOR одв Ń Ń&#x201A;Ń&#x20AC;Đž NO Đ&#x;Đ&#x2022;Đ Đ&#x2022;Đ&#x201D;Đ?ЧĐ? Đ&#x;Ń&#x20AC; ĐťŃ?ЧĐ&#x2022;РТĐ&#x2022;Đ&#x2013;Đ&#x2022;Đ&#x2122; / ISSUE DRAWINGS Đ´ Đľ Đ˝ Đ&#x201D;Đ°Ń&#x201A;Đ° Lakhta РовиСиŃ?/

7

TYPICAL DETAIL AT MULLION/ТипОваŃ? Đ´ĐľŃ&#x201A;Đ°ĐťŃ&#x152; Ń Ń&#x20AC;одника

A

Structural Silicone Lakhta Đ&#x161;ĐžĐ˝Ń Ń&#x201A;Ń&#x20AC;Ń&#x192;ĐşŃ&#x201A;ивнŃ&#x2039;Đš Ń ĐťĐ¸ĐşĐžĐ˝Gorproject center SGU

Đ&#x2DC;нв. N пОдН.

A

E

A

Reinforced Concrete Slab Tolerances +/- 25mm at Top (to be confirmed by Structural Engineer)

Đ&#x2019;Ń Ń&#x201A;авнОК Đ´Đ¸Ń Đş

Đ&#x201D;Đ°Ń&#x201A;Đ° / Data

F-001-02A

4

1

Galvanized Steel Panel Min. Thickness 2mm Đ&#x17E;Ń&#x2020;инкОваннаŃ? Ń Ń&#x201A;Đ°ĐťŃ&#x152;наŃ? Đ&#x;аноНŃ&#x152; Đ&#x153;иниПŃ&#x192;Đź ТОНŃ&#x2030;ина 2 ПП

Setting Block Ń&#x192;Ń Ń&#x201A;анОвка йНОка

H

C

ХовоŃ&#x20AC;Đ˝Ń&#x2039;Đš йНО North block

Đ&#x;Đ&#x2022;Đ Đ&#x2022;Đ&#x201D;Đ?ЧĐ? ĐżŃ&#x20AC;ОкНадка ЧĐ&#x2022;РТĐ&#x2022;Đ&#x2013;Đ&#x2022;Đ&#x2122; / ISSUE DRAWINGS Suction Disc

Detail 5 Đ&#x201D;ĐľŃ&#x201A;Đ°ĐťŃ&#x152;

F

3D model

8

Gasket

A

D

7

Reinforced Concrete Slab Tolerances +/- 50mm at Front (to be confirmed by Structural Engineer)

Facade Fixing Bracket ХкОйа Ń&#x201E;Đ°Ń Đ°Đ´Đ˝ĐžĐłĐž ĐşŃ&#x20AC;опНониŃ?

Drawings is not for the construction and ordering of materials / ЧоŃ&#x20AC;Ń&#x201A;оМи но Đ´ĐťŃ? Ń Ń&#x201A;Ń&#x20AC;ОиŃ&#x201A;оНŃ&#x152;Ń Ń&#x201A;ва и СакаСа ПаŃ&#x201A;ĐľŃ&#x20AC;иаНОв

+25,200

A

C3

6

Finished Floor (by others) Đ&#x17E;Ń&#x201A;доНаннŃ&#x2039;Đš пОН (Ń&#x192; Đ´Ń&#x20AC;Ń&#x192;гиŃ&#x2026;)

3

ĐĄŃ&#x201A;адиŃ?

Đ&#x203A;Đ¸Ń Ń&#x201A;

Đ&#x203A;Đ¸Ń Ń&#x201A;Ов

T

F001_07

-

4

5

6

7

8

Đ&#x201C;Đ&#x203A;_ĐĄĐ&#x;Đ&#x2022;ĐŚ

THOMAS_WINTERSTETTER

РаСŃ&#x20AC;айОŃ&#x201A;Đ°Đť

VIOLA_KOSSEDA

Đ&#x;Ń&#x20AC;ОвоŃ&#x20AC;иН

SILVIA_PRANDELLI

Đ?.кОнŃ&#x201A;Ń&#x20AC;.

IVAN_TOMOVIC

[Project 6. Confidencial Musesum Project]

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Work at Werner Sobek New York.PC 2014.12 - 2015.06 Scope of work: Complex Facade Rationalization, facade detail design, Rhino (Grasshopper) modelling

In this project, my responsibility in team is facade surface panelization. It includes proposing the rationalized facade division options to make facade geometry cost effective for production, as well as to achieve acceptable visual effects.

Final Grasshoper defination contain many auto-generation logic(Figure1-4 panelization. Fiture 5-7 optimization.)

Mockup location

Detail of facade panel

Overall view

89%Flat panels

Grasshopper defination to subdivide the surface

11%Curved panels

5. Auto-detect system combining edge panels

1

2

3

4

6. Auto-Alignment for vertical clusters

1:1 Mockup on the site

[Project 7. Chinese Classics Culture Center]

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Internship work at LXG Atelier, China Architectural Institute of Design and Research, 2010.11-2011.2 Team: Xinggang Li, Zhe Li, Yuting Zhang, Xu Liang Role: Facade Modeling(grasshopper), Facade analysis, Diagram, phycial model

As an international competition located in Beijing Olympic Park, the Chinese Classics Culture Center make up by its tile facade which is an important element at Chinese traditional architecture. In a team of five, my responsibility includes concept design, plan , sections and facade parametric design.

Wall system analysis

Standard 1000*1000 Type 1

Standard 1000*750 Type 2

Standard 500*1000 Type 3

Physical model

Customize X*X Type 4

Roof Corner Tile Type 5

Wall Corner tile Type 6

[Project 7. Chinese Classics Culture Center] Internship work at LXG Atelier, China Architectural Institute of Design and Research, 2010.11-2011.2 Team: Xinggang Li, Zhe Li, Yuting Zhang, Xu Liang Role: Facade Modeling(grasshopper), Facade analysis, Diagram, phycial model 设计图纸——城市 | 设计图纸——建筑 | 透视图 | 模型照片

设计图纸——城市 | 设计图纸——建筑 | 透视图 | 模型照片

中国国学中心（国学研究与国际交流中心）概念性建筑设计方案征集——应征设计方案

四层平面图

0

5 1

20m 10

72

Perspective section

设计图纸——城市 | 设计图纸——建筑 | 透视图 | 模型照片

中国国学中心（国学研究与国际交流中心）概念性建筑设计方案征集——应征设计方案

Plan

中国国学中心（国学研究与国际交流中心）概念性建筑设计方案征集——应征设计方案

五层平面图

六层平面图

0

5 1

0

20m 10

5 1

Physical study model 20m

10

73

74

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

[Project 8. Senior Apartment Design] Acadamic Fund For national university students 2009 fall Instructor: Shujing Wang Individual work

By doing this project, I aimed to study the current condition of the apartment for senior people in Beijing in 2009, and then seek to make a new strategy, which bring more courtyard into the building. By doing so, more intersections will be created between the life of people from the community and the old people inside this apartment. This project is selected by the Academic Fund for National University Students 2009, and the final result exhibit at Southeast University in 2009 fall.

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

[Project 8. Senior Apartment Design]

Design process of the residencial building

Tradition apartment

Barrier free egress

Modularization by units

Physical model South side Separate out units for public space

Embed helical circulation as corridor

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

Acadamic Fund For national unviersity students 2009 fall Instructor: Shujing Wang

Link public spaces with helical circulation

public balcony for elderly

Physical model courtyards and residential buidlign

Physical model North side

[ Project 9. International Communication Center] Academic work in Beijing Univerity of Technology, 2010 Spring Instructor: Ying Sun Team: Zhonglin Wang; Chengwei Liu Role: Plan drawing, Digital Modeling, Rendering

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

The project is located on the campus of a university. The form is developed from the open book and curled paper pages. Building function is to provide accommodation and entertainment spaces for international guests and visitors. In addition, to let more students get involved in the building, the main tower links a two-story podium, which provides more public space within the campus.

Secondfloorplan

Undergroundfloorplan

1. Texi office 2. Post office 3. Travel agent 4. Bank 5. Phone Booth 6. Watch office 7. Fire room 8. Chief office 9. Storage 10.Garage 11. Commercial center 12. Working room 13. Storage 14. Meeting room 15. Internet room 16. Lobby 17. Hall bar 18. Main entrance 19. Restroom 20. Chinese Food 21. Spectical restaurant 22. Western Food 23. Kitchen 24. Small restaurant 25. Repairment office 26. The car wash 27. Entrance 28. Parking entrance 29. Ramp entrance 30. Luggage room 31. Front desk

Groundfloorplan

[Project 10. Sustainability and Complex Envelopes ] Geco+Grasshopper facade analysis SCI-arc, AS Advanced building systems 2013 Spring Instructor: Ilaria Mazzoleni Team: Hao Wu This project aims to use parametric way to calculate the optimized facade for a winery based on certain solar radiation data and daylight requirements. During the process, grasshopper and Ecotect were used o make the variable parameter influence the number, shape, and the size of the window in a calculating part. Then, Galapagos was applied to compare each feasible parameter and filtered the optimized result.

This board on the right is showing three main aspects of this experiment: 1. The grasshopper definition of parametric process.

2. The compare of the possible values.

3. the optimized result of the whole calculations

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

[ Project 11. Concert Hall Design ]

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

SCI-Arc, Design Development/Document Seminar 2014 Spring Instructors: Tom Wiscombe, Herwig Baumgartner Team: Hao Wu, Shuangzhi Sheng, Yan Chen Role: Theatre modeling(with grasshoper), HAVC modeling, Facade modeling In this Theater design, we apply the rainbow and colour pattern on the facade creating fusionary imagine for the audiences from outside of the building. 3D model is in Design Development detail level. Trying to represent in a more streightforward and aggressive way, we used a tear-up style to show the section persective of the interiors.

Main structure Sub structure Profiled steal sheet Theater truss Main structure Hang truss

CURTAIN CHUNK

Adaptng Piece Aluminum Board

Fritted glass(3 layers) Water proof

THEATER CEILING Theater ceiling

Thermal insolation

Support

Window frame

Silicon

Secondery structure

Insolation

Steel sheet

THEATER TheaterSECTION section Surface unroll

THEATERCHUNK Decorative laminates Main Structure Sub Structure

ENVELOP CHUNK

Aluminum Board Supply air duct Aluminum Board

Fritted glass(3 layers) Window frame

Sub truss

Waterproof and thermal insolation layers

Main truss Interioral decoration board

Structure unroll Interor floor finish Profiled steel sheet Floor structure HAVC system Hanging ceiling

FLOOR HITTING ENVELOP CHUNK

Main structure

Sub structure

Entrance

STRUCTURE SYSTEM

[Project 12. Advanced Techtonic] Plastic fibre fabrication

Yu (Louis) Liu

+1 213-880-6403 (USA) louisyuliu321@gmail.com

SCI-Arc, AS, Reflexive Formal Assemblies - Material to System 2012 Fall Instructor: Marcelo Spina Team: Lungchi Chang, Nanyan Chen, Ou Liu, Lu Fan

In this course, we explore the new material of architects to design, development and produce structural assemblies for highly specific performances and applications. New materials and integral manner of building systems and structure are produced. For design idea to fabrication and erection fits precisely our specification and to provide optimized performance. We assemble work boards as a jig and map all the endpoints of carbon fibres. After the carbon fibre is threaded through the correct hole, Layers of resin are applied. The final model is finished as expected.

CNC milled foam board

Working process

Completed fiber wall