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
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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°
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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;)
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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
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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
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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
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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?
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[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