YU LIU
[WORK SAMPLES] E-MAIL: louisyuliu321@gmail.com TEL: +1 213 880 6403
CONTENT: [Facade detailing + panelization] 1. Keruen II office tower 2. Lakhta Center ETFE roof and sphare glazing 4.Confidential Museum [Facade + BIM] 3. International airport 5.Office building [Architectural design] 6.Museum competition in China [BIM structural modelling] 8.W-14 Lurxary residential building [Academic work] 7.Senior apartment 9.Hotel design 10.Facade opitmization 11.Facade fabrication
[Project 1. 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
TYPICAL DRAWINGS TO BE CONFIRMED BY FACADE CONTRACTOR POST APPOINTMENT
12 MM TEMPERED 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
133.7
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)
Revised 16/04/01
Collaborating Architect
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
Metal cladding
Revised 16/04/01
All the connections to primary steel must be welded connections
Fireproof board
1
Slab edge
TYPICAL VERTICAL SECTION SCALE: 1:50
Vapor barrier
EWS 101 West Glazing/Garden Lobby Horizontal Detail Date
Drawn
TYPICAL HORIZONTAL SECTION AT WEST GLAZING/GARDEN LOBBY BOTTOM PANEL SCALE: 1:2
Scale
Sheet number:
370 MBA/LL
Approved Sheet size
Enclosure Consultant
6+6 MM HEAT STRENGTHENED LAMINATED 14MM ARGON 90% CAVITY 12MM TEMPERED 14MM ARGON 90% CAVITY 15MM TEMPERED PANE
Revised 16/04/01
Client
Revised 16/04/01
375 Hudson Street New York, NY 10014. Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com
F-301.2
Project
FINAL TENDER SUBMITTAL Revision
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.
1
Architect
Enclosure Consultant
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
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
375 Hudson Street New York, NY 10014. Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com
Revised 16/02/26
Collaborating Architect
Project-No.
Detail 1
800 (wind load below1.5kPa) 1100 (wind load above 1.5kPa
F101.5
REQUIRED DISTANCE FOR VERTICAL MOVEMENT TO BE CONFIRMED
20.0
Detail 1
800 (wind load below1.5kPa) 1100 (wind load above 1.5kPa
F101.5
Corner glass fin plan
Approved Sheet size Scale
VERTICAL SLOT TO ACCOMMODATE CONST. TOLERANCES VERTICAL SLOTAND STRUCTURAL MOVEMENT TO ACCOMMODATE CONST. Connection transfers lateral forces TOLERANCES AND STRUCTURAL only MOVEMENT Connection transfers lateral forces only
95.0
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
Hanger
SECTION OF BASE TRANSOM AT SPANDRAL, OFFICE TOWER SCALE: 1:2
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
FA-OT-129-EWS104-02
2
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
Date
Sheet number: EWS 104 Typical Glazing /Office Tower
Project-No. Drawn Approved
SP
Sheet size
DIN A3
Scale
Scale
AS SHOWN
FA-OT-129-EWS104-02
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
Architect
100.0
STAINLESS STEEL PLATE
DIN A3 AS SHOWN
FINAL TENDER SUBMITTAL Revision
Index
04/01/2016
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.
SP
F104.6
Design Development
DIN A3
Index
Revised 16/04/01
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
FINAL TENDER SUBMITTAL Revision
Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012
Revised 16/04/01
Client
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.
375 Hudson Street New York, NY 10014. Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com
Design Development
Back of mullion 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
1
CLADDING ELEVATION OF COLUMN SCALE: 1:50
2
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
Approved
SP DIN A3
Scale
AS SHOWN
Fire resistant silicon
Project
Keruen 2 Astana FA-OT-129-EWS301-03
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
Sheet number:
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Architect
Aluminum transom with steel reinforcement Raised floor
F-301.3
Structural, Environmental & MEP Engineering
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Index
Title
F-301.4
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
1
CLADDING ELEVATION OF HANGER SCALE: 1:50
2
HORIZONTAL SECTION OF HANGER CLADDING SCALE: 1:10
Collaborating Architect
EWS 301 Cladding of hanger
Date
04/01/2016
Project-No.
Fire resistant silicon
370
Drawn
MBA/LL
Approved
SP DIN A3
Sheet size
Fire proofed and smoke sealed. Scale Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent. Sheet number:
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
6+6 MM HEAT STRENGTHENED LAMINATED
6+6 MM HEAT STRENGTHENED LAMINATED
14MM ARGON 90% CAVITY
Architect ARGON 90% CAVITY 14MM
12MM TEMPERED
12MM TEMPERED
14MM ARGON 90% CAVITY
14MM ARGON 90% CAVITY
14MM ARGON 90% CAVITY
15MM TEMPERED PANE
15MM TEMPERED PANE
15MM TEMPERED PANE
Enclosure Consultant
Project
Keruen 2 Astana
Title
Title
20.0
20.0
20.0
20.0
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
F-104.1
04/01/2016
Project-No.
370
Sheet size Scale
AS SHOWN
FA-OT-129-EWS104-01
Project-No.
Approved
SP DIN A3
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:
Date
Drawn
MBA/LL
Approved
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
KIKLOP DESIGN & ENGINEERING
Date
Sheet size
2
Back of mullion
Index
Sheet number:
FA-OT-129-EWS104-01
Archi
Aluminum transom with steel reinforcement
EWS 104 Typical Glazing /Office Tower
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
Drawn
1
TYPICAL VERTICAL SECTION SCALE: 1:50
F-104.1
EWS 104 Typical Glazing /Office Tower
KIKLOP DESIGN & ENGINEERING
03/24/2016 Date
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
15MM TEMPERED PANE
Keruen 2 Astana
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
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
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
14MM ARGON 90% CAVITY
Project
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
Architect ARGON 90% CAVITY 14MM
12MM TEMPERED
375 Hudson Street New York, NY 10014. Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com
Structural, Environmental & MEP Engineering
AS SHOWN
FA-OT-129-EWS301-04
strictly forbidden without the prior written permission of Werner Sobek.
Design Development
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
Mineral wool insulation
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
Design Development Enclosure Consultant
14MM ARGON 90% CAVITY 12MM TEMPERED
04/01/2016 370 MBA/LL SP
Raised floor
DIN A3 AS SHOWN
Ceramic frit
Index
FINAL TENDER SUBMITTAL Revision
Ceramic frit
CONCRETE TBC BY OTHERS
130.0
CONCRETE TBC BY OTHERS
VAPOR CONTROL LAYER
WATERPROOF MEMBRANE
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
Project Title
Keruen F-101.42 Astana
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
Title
F-101.4
Date
04/01/2016
EWS 101 Project-No. North, South, East and West Glazing/Garden Lobby Vertical Section370 Drawn Date Approved Project-No. Sheet size Drawn Scale Approved
3 3
TYPICAL BASE SECTION SCALE: 1:5 TYPICAL BASE SECTION SCALE: 1:5
Garden lobby glazing section
Sheet size Scale
12MM TEMPERED
12MM TEMPERED
14MM ARGON 90% CAVITY
14MM ARGON 90% CAVITY
15MM TEMPERED PANE
MBA/LL 04/01/2016 SP
10.0 STRUCTURAL SILICONE SEALING
6+6 MM HEAT STRENGTHENED LAMINATED 14MM ARGON 90% CAVITY 12MM TEMPERED 14MM ARGON 90% CAVITY
CERAMIC FRIT
CERAMIC FRIT
MAX. 1300 TO NEXT GLASS FIN
10.0
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
CERAMIC FRIT
DIN370 A3
10.0
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
40
Title
F-104.4
SP DIN A3 AS SHOWN
FA-OT-129-EWS101-04
Index
Sheet number:
FA-OT-129-EWS101-04
Index
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:
Center line of edge beam
FA-OT-129-EWS104-04
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
Colla
Keruen 2 Astana Title
F-104.6
04/01/2016
EWS 104 Typical vertical section detail at spandrel
Vertical hanger
Date
370
Project-No.
MBA/LL
Drawn Approved
SP DIN A3
Sheet size Scale
AS SHOWN
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
375 Hudson Street New York, NY 10014. Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com
Title
EWS 104 Typical corner horizontal section
Date
Project-No.
Approved
Office floor stick system facade & Elevator facade
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
Client
Project
Keruen 2 Astana F-104.4
EWS 104 Typical corner horizontal section
22.0 MAX. 1300 TO NEXT GLASS FIN
MBA/LL AS SHOWN
Sheet number:
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.
Design Development Enclosure Consultant
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
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
Keruen 2 Astana
MAX. 1300 TO NEXT GLASS FIN
130.0 250.0
Struc
Design Development
Fire resistant silicon
MAX. 1300 TO NEXT GLASS FIN
F101.4
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 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
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.
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
MAX. 1300 TO NEXT GLASS FIN
F101.4
Detail 3
SETTING BLOCK (FOR HEAVY UNITS) WATERPROOF MEMBRANE
MAX. 1300 TO NEXT GLASS FIN
Detail 3
SETTING BLOCK (FOR HEAVY UNITS)
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 panel
Non combustible rockwool
Detail 2 F104.5
FINAL TENDER SUBMITTAL Revision
TYPICAL DRAWINGS TO BE CONFIRMED BY FACADE CONTRACTOR POST APPOINTMENT
Detail 2
370 MBA/LL
AS SHOWN
Sheet size
Collaborating Architect
1 1
FA-OT-129-EWS104-03
Design Development Reproduction of these drawings, specifications, related documents and designs in whole or in part is
VAPOR CONTROL LAYER
250.0
Garden lobby
Slab edge
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
50.0
TRENCH HEATING TBC BY OTHERS 800 (wind load below1.5kPa) 1550 (wind load above 2.5kPa
FA-OT-129-EWS104-05
All the connections to primary steel must be welded connections
Fireproof board
Slab edge
Structural, Environmental & MEP Engineering
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Collaborating Architect
50.0
800 (wind load below1.5kPa) 1550 (wind load above 2.5kPa
TYPICAL VERTICAL SECTION SCALE: 1:50 TYPICAL VERTICAL SECTION SCALE: 1:50
Sheet number:
Vapor barrier
SP
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Structural, Environmental & MEP 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
Scale
TYPICAL VERTICAL SECTION AT CONNECTOR OF HANGER SCALE: 1:10
370 MBA/LL
Architect
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
& ENGINEERING
SILICONE
SILICONE
Sheet size
2
Title
TYPICAL DRAWINGS TO BE CONFIRMED BY FACADE CONTRACTOR POST APPOINTMENT
strictly forbidden without the prior written permission of Werner Sobek.
TRENCH HEATING TBC BY OTHERS
Approved
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
Enclosure Consultant
Client
GLASS FiIN BOTTOM SUPPORTED
Drawn
Intermediate channel KIKLOP (Aluminum)
Lines indicate welded bolt on the primary structure
Keruen 2 Astana TYPICAL DRAWINGS TO BE CONFIRMED BY FACADE CONTRACTOR POST APPOINTMENT
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 Collaborating Architect DESIGN
Project-No.
Indicative trace heating position by others
Enclosure Consultant
Sheet number:
Index
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Structural, Environmental & MEP Engineering
Date
Collaborating Architect
100
All the connections to primary steel must be welded connections
Project
Architect
EWS 104 Typical Glazing/Office Tower
04/01/2016
Revised 16/04/01
SILICONE
GLASS FiIN BOTTOM SUPPORTED
FA-OT-129-EWS104-03
Date
370 MBA/LL
Approved Sheet size
Connection transfers CERAMIC FRIT lateral forces only
STAINLESS STEEL PLATE
Sheet size Scale
F-104.3
04/01/2016
Project-No. Drawn
F-104.5
Title
EWS 104 Typical Glazing /Office Tower
TO ACCOMMODATE CONST. TOLERANCES VERTICAL SLOTAND STRUCTURAL MOVEMENT TO ACCOMMODATE CONST. Connection transfers lateral forces TOLERANCES AND STRUCTURAL only MOVEMENT
100.0
Title
Index
Title
Sheet number:
Project
Keruen 2 Astana
Fax:+1.212.229.6418
Approved Project
Sheet number:
375 Hudson Street New York, NY 10014.
Project-No. Tel: +1.212.229.6000
Drawn www.turnerconstruction.com
Keruen 2 Astana
Keruen 2 Astana
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
Project
CERAMIC FRIT
SILICONE
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.
Client
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
Enclosure Consultant
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
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.
TYPICAL DRAWINGS TO BE CONFIRMED BY FACADE TYPICAL DRAWINGS CONTRACTOR POST TO BE CONFIRMED APPOINTMENT BY FACADE
Waterproofing
03/24/2016 Date
Enclosure Consultant
03/24/2016 Date
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
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
Revised 16/04/01 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.
Design Development
375 Hudson Street New York, NY 10014. Tel: +1.212.229.6000 Fax:+1.212.229.6418 www.turnerconstruction.com
Client
Architect
100
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
Center line of edge beam
Index
FA-OT-129-EWS301-02
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
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.
Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012
Structural, Environmental & MEP Engineering
INTER SPACE BETWEEN TWO CONNECTIONS <1.6M CONNECTIONS REQUIRED ALL ALONG THE VERTICAL JOINT
STAINLESS STEEL PROFILE BONDED TO GLASS PANEL
1
SECTION OF BASE TRANSOM AT CONNECTOR, OFFICE TOWER SCALE: 1:2
Index
FINAL TENDER SUBMITTAL Revision
INTER SPACE BETWEEN TWO CONNECTIONS <1.6M CONNECTIONS REQUIRED ALL ALONG THE VERTICAL JOINT
20.0
1
Client Sheet number:
Structural, Environmental & MEP Engineering
Collaborating Architect
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Typical office tower
SP DIN A3
Project
CONTRACTOR POST APPOINTMENT
800 (wind load below1.5kPa) 1550 (wind load above 2.5kPa
370 MBA/LL
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
95.0
04/01/2016
AS SHOWN
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
2 2
Drawn
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
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
Metal cladding Supporting bracket
Werner Sobek Istanbul Mimarlık Mühe ndislik ve Danışmanlık Tic I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Bomonti-Şişli / Istanbul
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
AS SHOWN
Corner channel (Aluminum)
Index
Revised 16/04/01
03/24/2016 Date
Enclosure Consultant
SP DIN A3
Sheet size Scale
Revised 16/04/01
AS SHOWN
FA-OT-129-EWS301-03
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
MBA/LL
Approved
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
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
370
Drawn
Architect
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
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
04/01/2016
Project-No.
APPOINTMENT
Scale
Sheet number:
Metal cladding Supporting bracket
Structural, Environmental & MEP Engineering
SECTION OF BASE TRANSOM AT SPANDRAL, 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 )
REQUIRED DISTANCE FOR VERTICAL MOVEMENT TO BE CONFIRMED
at 3m center (carbon steel)
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Structural, Environmental & MEP Engineering
1
Date
Architect
Revised 16/04/01
Revised 16/04/01
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
F-101.5
EWS 101 North, South, East and West Glazing/Garden Lobby Vertical Section
REQUIRED DISTANCE FOR VERTICAL MOVEMENT TO BE CONFIRMED
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
Maximum panel height 6000mm Maximum panel width Maximum 2000mm
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
Title
TYPICAL HEAD SECTION SCALE: 1:5
2
CLADDING ELEVATION OF COLUMN SCALE: 1:50
HORIZONTAL SECTION OF COLUMN CLADDING, GLAZING INTERFACE SCALE: 1:20
Collaborating Architect
Project
Keruen 2 Astana
REQUIRED DISTANCE FOR VERTICAL MOVEMENT TO BE CONFIRMED
2
Architect
Structural, Environmental & MEP Engineering
Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012
GLASS FIN BOTTOM SUPPORTED
1
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
Fire resistant silicon
EWS 301 Cladding of the column
Keruen 2 Astana
800 (wind load below1.5kPa) 1100 (wind load above 1.5kPa )
TYPICAL DRAWINGS TO BE CONFIRMED BY FACADE CONTRACTOR POST APPOINTMENT
Keruen 2 Astana Title
Design Development
Trace heating by others
1.7%
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
EPDM
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
VERTICAL SLOT TO ACCOMMODATE CONST. TOLERANCES AND STRUCTURAL MOVEMENT Connection transfers lateral forces only
95.0
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
Galvanized steel plate fire proofed and smoke sealed
Enclosure Consultant
Index
Design Development
Design Development
80.0
SP DIN A3 AS SHOWN
FA-OT-129-EWS101-03
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
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.
FINAL TENDER SUBMITTAL Revision
F-101.3
Typical glass fin plan
KIKLOP DESIGN & ENGINEERING
Fire proofed and smoke sealed FINAL TENDER SUBMITTAL Revision
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
Keruen 2 Astana
20.0
Collaborating Architect
Fire proofed and smoke sealed
Glazing of first office floor
CERAMIC FRIT 15MM TEMPERED PANE SILICONE
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
Fireproof board
Slab edge
HEATING TBC BY OTHERS
Waterproofing
Center line of channels
Sheet number:
FA-OT-129-EWS104-04
Date
04/01/2016
04/01/2016
370
Project-No.
MBA/LL
370
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
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
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 1. 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%
Waterproofing membrane
Aluminum Transom Back of Aluminum Mullion
Architect
Detail 2
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.
Rigid insulation U value 0.27 W/m ²K
F104C.4
Primary beam geometry might also vary according to F+P structural drawings.
Metal cladding
1.75%
Architect
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
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
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
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.
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%
F-104B.3
WS cladding system can be adapted to various dimensions of X1 and geometies of primary beam.
Fire resistant silicon
Fire proofed and smoke sealed. Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.
Date
Metal panel
370
Drawn
2
VERTICAL SECTION AT EXECUTIVE FLOORS SCALE: 1:50
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
Non combustible rockwool
EWS 104C Vertical section at executive floors
MBA/LL
Approved
1
F-104C.4
WS cladding system can be adapted to various dimensions of X1 and geometies of primary beam.
04/01/2016
Project-No.
HEAD CONNECTION TO TOP CHORD SCALE: 1:10
Title
WS glazing and support system is not affected by those variations.
EWS 104B Vertical section at level 12 and 13
1.75%
2
VERTICAL SECTION AT LEVEL 12 AND 13 SCALE: 1:50
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.
Title Metal panel Non combustible rockwool
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
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 BY FACADE CONTRACTOR POST TYPICAL DRAWINGS APPOINTMENT TO BE CONFIRMED BY FACADE CONTRACTOR POST APPOINTMENT
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
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
140.0
55.0
115
140.0
55.0
115
FINAL TENDER SUBMITTAL Revision
STEEL TRANSOM RHS 140X60X6
146.8 170 INSECT MESH Indicative
STEEL MULLION
RHS 140X60X6 THERMALLY BROKEN CONNECTION
STEEL TRANSOM RHS 140X60X6
146.8
THERMALLY BROKEN CONNECTION
72.4
Design Development
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
WATERPROOFING
800 1154
60.0 16.5
60.0 90.0
Detail90.0 2
ALUMINUM EXTRUSION 90.0 F107.4 -FINISH ACCORDING TO WARM EDGE SPACER ARCHITECTURAL SPECIFICATION ALUMINUM EXTRUSION
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
CAPPING SYSTEM
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
WARM EDGE SPACER
2506
16.5
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 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
Revised 16/04/01VENT. INWARD OPERABLE MECHANICAL LOCATION AND OPENING SIZE TO BE CONFIRMED BY FACADE CONTRACTOR
Metal panel
Non combustible rockwool Fire resistant silicon FINAL TENDER SUBMITTAL Revision
F-107.3
153.0 MINERAL WOOL CERAMIC FRIT
Enclosure Consultant
F-104C.2
Project-No.
EWS 104C Executive floors /Office Tower
Rigid insulation U value 0.27 W/m ²K
Approved
Mineral wool insulation U value 0.27 W/m ²K
14MM ARGON 90% CAVITY
MBA/LL
Drawn Approved
1
Drawn Project-No. Sheet size
Sheet number:
Approved
KIKLOP DESIGN & ENGINEERING
F107.1
130
Collaborating Architect
STEEL BEAM IPE 220
ALUMINUM CLADDING PANEL -FINISH ACCORDING TO ARCHITECTRUAL SPECIFICATION
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
2
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
Mineral wool insulation U value 0.27 W/m ²K
Waterproofing membrane
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
F-104C.5 Sheet number:
EWS 104C Vertical section at executive floors
Index
FA-OT-129-EWS104B-04
Metal panel 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.
1
VERTICAL SECTION AT EXECUTIVE FLOORS SCALE: 1:50 Detail 2
1
VERTICAL SECTION AT EXECUTIVE FLOORS SCALE: 1:50
1.75%
2
BASE CONNECTION TO BOTTOM CHORD, TRANSOM SCALE: 1:10
2
BASE CONNECTION TO BOTTOM CHORD, TRANSOM SCALE: 1:10
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.
FINAL TENDER SUBMITTAL Revision
WS cladding system can be adapted to various dimensions of X1 and geometies of primary beam.
6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane
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
Architect
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012
SECTION OF BASE TRANSOM SCALE: 1:2
Metal cladding 1.75%
Structural, Environmental & MEP Engineering
Project
DIN A3
Keruen 2 Astana F-104C.3
EWS 104C Executive floors /Office Tower
370
Drawn TYPICAL DRAWINGS Approved TO BE CONFIRMED Sheet size BY FACADE Scale CONTRACTOR POST APPOINTMENT
Sheet number:
Collaborating Architect
04/01/2016
Date Project-No.
Index
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Rigid insulation U value 0.27 W/m ²K
Title
Index Index
MBA/LL
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 AS SHOWN
Vapor barrier Index
FA-OT-129-EWS104C-03
Metal panel
Trench heater by F+P
Non combustible rockwool
2 2
Fire resistant silicon
HEAD DETAIL AT GROUND FLOOR SCALE: 1:10 HEAD DETAIL AT GROUND FLOOR SCALE: 1:10
Ceramic frit
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Collaborating Architect
Rigid insulation U value 0.27 W/m ²K
REINFORCEMENT PLATE REQUIRED EVERY 2.5M ALONG THE FACADE
F107.1
FINAL TENDER SUBMITTAL Revision
03/24/2016 Date
REINFORCEMENT PLATE REQUIRED EVERY 2.5M ALONG THE FACADE
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
Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012
120
SILICON
120
Aluminum Transom
Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012
Enclosure Consultant Client
SILICON
SILICON STAINLESS STEEL PLATE STEEL SETTING BLOCK GROUND BUILD UP (TBC) WELDED TO TRANSOM (FOR HEAVY UNITS)
100
GROUND BUILD UP (TBC)
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
Keruen 2 Astana
16.5
WARM EDGE SPACER 90.0
70.0
19+19 MM HEAT STRENGTHENED LAMINATED
WATERPROOFING
12MM TEMPERED
CAPPING SYSTEM FOR GLASS RETENTION
Retail facade connection with secondary structure 2 3 HORIZONTAL SECTION AT FIRST FLOOR SCALE: 1:5
VAPOR CONTROL LAYER
Title
16MM ARGON 90% CAVITY
ALUMINUM EXTRUSION -FINISH ACCORDING TO ARCHITECTURAL SPECIFICATION
HORIZONTAL SECTION AT FIRST FLOOR SCALE: 1:5
1 1
TYPICAL VERTICAL SECTION SCALE: 1:100 TYPICAL VERTICAL SECTION SCALE: 1:100
F-107.4
3 3 Retail facade section
BASE CONNECTION AT GROUND FLOOR SCALE: 1:10 BASE CONNECTION AT GROUND FLOOR SCALE: 1:10 Date
Drawn
Approved
Sheet size Scale
Sheet number:
FA-SM-129-EWS107-04
04/01/2016
AS SHOWN
Index
Client
Werner Sobek New York P.C. 138 Spring Street 2nd Floor New York, NY 10012
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
Title
F-104B.5
EWS 104B Vertical section at level 12 and 13
F104B.5 Sheet number:
FA-OT-129-EWS104C-01
Index
Date 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
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 14MM ARGON 90% CAVITY
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
Vapor barrier
Metal panel
04/01/2016
Date
EWS 107 Project-No. Shop front Glass/Shopping Mall ground system Drawn
MBA/LL
SP
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%
1.75%
14MM ARGON 90% CAVITY
EWS 107 Shop front Glass/Shopping Mall ground system
370
DIN 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
6+6 MM HEAT STRENGTHENED LAMINATED
F-107.12 Astana Keruen
EWS 107 Shop front Glass/Shopping Mall Upper floor system
Project-No.
Design Development Enclosure Consultant
Enclosure Consultant
Metal cladding
F-107.1
WATERPROOF MEMBRANE SEALED TO STRUCTURE MEMBRANE
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 6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane
Project Title
Title
VAPOR CONTROL LAYER
Project
60.0
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.
STEEL SETTING BLOCK WELDED TO TRANSOM (FOR HEAVY UNITS)
100
STAINLESS STEEL PLATE 300
Fire resistant silicon
I Tower Plaza Merkez Mah. Akar Cadd esi No:3 Kat: 25 Ofis No: 174 34381 Bomonti-Şişli / Istanbul
Design Development
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
Non combustible rockwool
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.
16MM ARGON 90% CAVITY 12MM 19+19 TEMPERED MM HEAT STRENGTHENED LAMINATED INSULATION
Detail 3 100.0
Metal panel Mineral wool insulation U value 0.27 W/m ²K
Vapor barrier
Design Development
19+19 MM HEAT STRENGTHENED LAMINATED
F107.1
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
Metal cladding
Aluminum Transom with steel reinforcement
Detail 3
INSULATION
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Structural, Environmental & MEP Engineering
VAPOR BARRIER
100.0
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
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
POSITION OF THE PANEL WHEN OPEN FOR CLEANING AND MAINTAINING
Mineral wool insulation U value 0.27 W/m ²K
Architect 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.
FINAL TENDER SUBMITTAL Revision
Index
Sheet number:
F104C.5
AS SHOWN
Sheet number: Kiklop Tasar ımFA-SM-129-EWS107-03 Sanat Yay ıncılık San. ve Tic.
Title
F104C.5
Drip hole
SP
Index
Keruen 2 Astana
AS SHOWN
Detail 2
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.
1
370
Mineral wool insulation U value 0.27 W/m ²K
1.75%
Aluminum Transom Back of Aluminum Mullion
EWS 104C Vertical section at executive floors
Project
SP DIN A3
Sheet size Scale
Rigid insulation U value 0.27 W/m ²K
1.75%
TYPICAL DRAWINGS TO BE CONFIRMED BY FACADE CONTRACTOR POST APPOINTMENT
04/01/2016 MBA/LL
DIN SP A3
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-104C.5
MBA/LL
Approved
Drip hole
1.75%
Vapor barrier
Rigid insulation U value 0.27 W/m ²K
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
Metal cladding
Fire proofed and smoke sealed. Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.
Client Title
370
Metal cladding
1.75%
KIKLOP DESIGN & ENGINEERING
04/01/2016
Project-No. Drawn
Fire resistant silicon
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Back of
Collaborating Architect
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
04/01/2016 SP 370
AS SHOWN
Sheet size FA-SM-129-EWS107-03
Sheet number:
Collaborating Architect
AS DINSHOWN A3 MBA/LL
Drawn
Scale Collaborating Architect
130
MBA/LL SP 04/01/2016 AS SHOWN
Sheet size Approved Project-No.
Keruen 2 Astana 1.75% 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
370 DINMBA/LL A3
ApprovedDate Drawn Scale
Scale
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Aluminum Transom
12MM TEMPERED 14MM ARGON 90% CAVITY 6+6 MM HEAT STRENGTHENED LAMINATED
VERTICAL SECTION AT LEVEL 12 AND 13 SCALE: 1:50
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
370
Date Drawn
Riverside, 22 Hester Road London SW11 4AN Scale Sheet size Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Project
EWS 104B Vertical section at level 12 and 13
Mineral wool insulation U value 0.27 W/m ²K
14MM ARGON 90% CAVITY
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
Structural, Environmental & MEP Engineering
ALUMINUM CLADDING PANEL -FINISH ACCORDING TO ARCHITECTRUAL SPECIFICATION
Enclosure Consultant
F-104B.4 Metal cladding
1.75%
Client
Design Development
Title 6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane
Architect
STEEL BEAM IPE 220
1200.0
Reproduction of these drawings, specifications, related docume strictly forbidden without the prior written permission of Werner
1.75%
Index
Vapor barrier
CERAMIC FRIT
Enclosure Consultant FINAL TENDER SUBMITTAL Revision
Keruen 2 Astana
TYPICAL DRAWINGS TO BE CONFIRMED Sheet number: FA-OT-129-EWS104C-02 BY FACADE CONTRACTOR POST APPOINTMENT
1.75%
15MM TEMPERED PANE
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
Project
Fire resistant silicon
Fire proofed and smoke sealed. Fire/smoke separation and intended slab appearance to be coordinated with F+P, arch. design intent.
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
DIN A3 Sheet size Index Sheet number: FA-OT-129-EWS104C-02 Scale AS SHOWN
15MM TEMPERED PANE
Metal panel
SP DIN A3 04/01/2016 AS SHOWN 370
Sheet size
Scale Project-No.
Vapor barrier
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
Drawn
Date
12MM TEMPERED 15MM TEMPERED PANE
Non combustible rockwool
04/01/2016
Date
Title
Metal cladding
1.75%
FINAL TENDER SUBMITTAL Revision
Design Development Fire resistant silicon with F+P, arch. design intent.
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
04/01/2016
www.fosterandpartners.com
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
Keruen 2 Astana Title
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
1200.0
EWS 107 Project-No. Approved Shop front Glass/Shopping MallDate ground system Structural, Environmental & MEP Engineering
Detail 2
SCALE: 1:5
Mineral wool insulation U value 0.27 W/m ²K
Revised 16/04/01
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
INWARD OPERABLE MECHANICAL VENT. LOCATION AND OPENING SIZE TO BE CONFIRMED BY FACADE CONTRACTOR WATERPROOF MEMBRANE SEALED TO STRUCTURE MEMBRANE
Architect
Title
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
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
Bomonti-Şişli / Istanbul
Structural, Environmental & MEP Engineering
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
INSECT MESH Indicative
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
STEEL MULLION
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.
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 WATERPROOFING
WARM EDGE SPACER
Vapor barrier
Revised 16/04/01
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
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
100
60.0
KIKLOP DESIGN & ENGINEERING
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
ALUMINUM TRANSOM WITH STEEL REINFORCEMENT
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.
STEEL MULLION
1154
03/24/2016 Date
KIKLOP DESIGN & ENGINEERING
Collaborating Architect
Mineral wool insulation U value 0.27 W/m ²K
Metal cladding
12MM TEMPERED 16MM ARGON 90% CAVITY 19+19 MM HEAT STRENGTHENED LAMINATED
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.
Collaborating Architect Structural, Environmental & MEP Engineering
www.turnerconstruction.com
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
Rigid insulation U value 0.27 W/m ²K
Rigid insulation U value 0.27 W/m ²K
Vapor barrier
ALUMINUM TRANSOM WITH STEEL REINFORCEMENT
Structural, Environmental & MEP Engineering Architect
Metal cladding
Metal cladding
Back of Aluminum Mullion
TYPICAL DRAW TO BE CONFIR BY FACADE CONTRACTOR APPOINTMENT
Architect
1.75%
Rigid insulation U value 0.27 W/m ²K
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
Architect
VAPOR BARRIER INSULATION VAPOR BARRIER INSULATION 2632
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.
Aluminum Transom with steel reinforcement
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%
6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane
Aluminum Transom with steel reinforcement
ARCHITECTURAL METAL PANEL Revised 16/04/01
STEEL TRANSOM RHS 140X60X6
STEEL MULLION
WATERPROOFING
Riverside, 22 Hester Road London SW11 4AN Tel: +44 (0)20 7738 0455 www.fosterandpartners.com
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
Rigid insulation U value 0.27 W/m ²K
170
STEEL MULLION RHS 140X60X6
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
WATERPROOFING STEEL MULLION WATERPROOFING
Aluminum Transom with steel reinforcement
Aluminum Transom with steel reinforcement
760.0
WATERPROOF MEMBRANE
VAPOR BARRIER
STEEL MULLION WATERPROOFING STEEL MULLION
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
100
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
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 VAPOR BARRIER
SCALE: 1:2
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
FIREPROOF BOARD
2536
SECTION OF HEAD TRANSOM SCALE: 1:2
finish acc. to F+P drawings
SECTION OF HEAD TRANSOM SCALE: 1:2
MINERAL WOOL WATERPROOF MEMBRANE
2632
Vapor barrier
Primary beam geometry might also vary according to F+P structural drawings.
J
INSULATION
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
J
INSULATION VAPOR BARRIER
6+6 mm heat strengthened laminated 14mm argon 90% cavity 12mm tempered 14mm argon 90% cavity 15mm tempered pane
Collaborating Architect
Trench heater by F+P
Fire resistant silicon
FAX: +(90) 212 - 243 70 96
4 glazing detail Corner 44 4
Rigid insulation U value 0.27 W/m ²K
1.75%
Structural, Environmental & MEP Engineering
Metal panel Non combustible rockwool
& 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
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 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
1.75%
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 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
Architect
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
Sheet number:
FA-OT-129-EWS104B-05
Cladding section of enclosed structure
04/01/2016 370 MBA/LL SP DIN A3 AS SHOWN
Index
Sheet number:
[Project 2. 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
1 Typical Section at
T
3
oo /Типово
а
е
T
к
4
5
6
7
8
Северный блок/ 1 North block
и
1
SCALE: 1:20
H
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.
etail at
2
oo 2
SCALE: 1:5
3
arapet/ еталь па апета к
4
5
6
7
8
Севе No
и
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 а а ти ато
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 во д а ка ал
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
SAMSUNG C&T
Design Consulta
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 :
е
T
к
5
6
7
8
и
Инв. N подл.
H
Взам. инв . N ГЛ_СПЕЦENG
Date
F002_5
A
11/12/2015
THOMAS_WINTERSTETTER
Sheet Doc.No Signature
GIP
0.000=0.000 -
Designed
VIOLA_KOSSEDA
11/12/2015
Checked
SILVIA_PRANDELLI
11/12/2015
Approved
IVAN_TOMOVIC
Stage
Sheet
T
F002_02
Detail at roof parapet
-
A
002_ETFE_ROOF 1
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
Sheets
11/12/2015
2
2
3
4
5
6
7
8
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
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
ВЗАМ_ИНВ_НОМЕР
F002_02 GIP
Северный блок/ North block
Подп. и дата
Взам. инв . N
4
ВЗАМ_ИНВ_НОМЕР
3
а
Инв. N подл.
oo /Типово
Подп. и дата
2
T
SCALE: 1:20
ИНВ._№_ПОДЛ.
1
1 Typical Section at
Modif.
Date
Sheet Doc.No Signature
Modif.
ИНВ._№_ПОДЛ.
Согласовано
B
3
4
5
6
7
8
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
1
1 Typical
Note / Примечания:
2
lan at T
3
oo /Типово пла
T
к
4
5
6
7
2
и
SCALE: 1:50
F
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
pan ion oint at T
8
oo /Те пе ат
Северный бло North block
ов T
к
и
SCALE: 1:50
ETFE roof plan with Expansion Joint
ETFE Middle panel: ETFE Edge panel
Южный блок South block 1 - Здание 2 - Многоф из южно объедин consisti precinct 3 - Стилоба и южную square 4 - Арка гл
E
Project Name :
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 :
SAMSUNG C&T
Double curved ETEF roof model
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
1
1
2
3
4
5
6
7
8
Северный блок/ 1 North block
Взам. инв . N
5
6
7
8
2
2
4
Modif.
Sheet Doc.No Signature
1
Date
F002_02
3
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
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
A
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
002_ETFE_ROOF Изм. Кол.уч. Лист
N док.
Подпись
Дата
F002_02 Инв. N подл.
Stage
3
GIP
G
ГИП
ИНВ._№_ПОДЛ.
Северный блок/ North block
SCALE: 1:2
H
1
ВЗАМ_ИНВ_НОМЕР
4
1 Typical Section at Gutter/Типовая деталь водостока
SCALE: 1:2
H
Подп. и дата
3
2
0.000=0.000
Typical Section at Expansion Joint/Типовая деталь деформационного шва
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 :
Design C
General Designer :
General Designer :
SAMSUNG C&T
SAMSUNG C&T
14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr C
14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr
Consultant :
Design Consultant :
Design Consultant :
Design Consultant :
C
B
6
Typical section at expansion joint
7
8
VIOLA_KOSSEDA SILVIA_PRANDELLI IVAN_TOMOVIC
T
F002_04
GIP
-
ГЛ_СПЕЦENG Designed
11/12/2015 11/12/2015
Подпись
11/12/2015
THOMAS_WINTERSTETTER
SILVIA_PRANDELLI
Approved
IVAN_TOMOVIC
T
F002_03
Snow Cable -Layout to be finalized by Facade Contractor upon appointment ле е т есткости ла дол е ть аве под яд ика
11/12/2015
002_ETFE_ROOF Изм. Кол.уч. Лист
Стадия
Лист
Листов
T
F002_04
-
ГЛ_СПЕЦ Разработал
11/12/2015
1
2
3
4
Typical section at Gutter Формат A1
N док.
Подпись
Дата
F002_03 ГИП
11/12/2015
11/12/2015
-
11/12/2015
-
11/12/2015
Sheets
11/12/2015
VIOLA_KOSSEDA
Checked
Sheet
002_ETFE_ROOF A
Дата
Инв. N подл.
THOMAS_WINTERSTETTER
Проверил Н.контр.
Stage
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
Maintenance Walkway Cushion drained via Gutter below See Architectural Drawings о сл ива ая до о ка for Details ос а е ая водостоко в и п окладка с а итект е е те и е по а
а е и
е а
ETFE Cushion Fixing Profile Фторопластая фиксирующая прокладка
14, Seocho-dearo 74gil,Seo
Design Consultant :
ETFE Cushion Fixing Profile икси и а а ти и и п о ил ETFE Cushion See Architectural Drawings for Details п окладка с а итект е е те и
Snow Cable -Layout to be finalized by Facade Contractor upon appointment ле е т есткости ла дол е ть аве е по а а е и Maintenance Walkway под яд ика drained via Gutter below о сл ива ая до о ка с водостоко и е
Design Consultant :
B
Согласовано
5
ИНВ._№_ПОДЛ.
Инв. N подл.
ИНВ._№_ПОДЛ.
4
Date
Modif.
Взам. инв . N
N док.
F002_04 ГЛ_СПЕЦ Разработал 3
Sheet Doc.No Signature
F002_03
Sheets
11/12/2015
VIOLA_KOSSEDA SILVIA_PRANDELLI IVAN_TOMOVIC
Изм. Кол.уч. Лист ГИП
2
Sheet
ВЗАМ_ИНВ_НОМЕР
11/12/2015
THOMAS_WINTERSTETTER
Checked
A
1
0.000=0.000 Modif.
Stage
дата
Согласовано
Взам. инв . N
ГЛ_СПЕЦENG Designed Approved
0.000=0.000 Date
ВЗАМ_ИНВ_НОМЕР
Взам. инв . N
ВЗАМ_ИНВ_НОМЕР
Подп. и дата
Sheet Doc.No Signature
F002_04
Подп. и дата
Согласовано
B
Modif. GIP
Expansion Joint а ио ов
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 2. 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/Обзор вида сферы SCALE: 1:100
7
8
Северный блок/ North block
2
TYPICAL SECTION B-B/Типовой разрез В-В SCALE: 1:10
1
4
+33,600 3 1
3
B
A
2
5
B
1 OVERVIEW ELEVATION SPHERE/Обзор вида сферы
H
4
6
C
+29,400
8
+29,400
C1
2 TYPICAL SECTION B-B/Типовой разрез В-В
Южный блок/ Северный блок/ Арка/Arch South block North block 1 - Здание Башня/Tower 2 - Многофункциональное здание, состоящее 2 из южного и северного блоков, 2 объединенное крытым двором/Multifunctional building consisting of north and south blockплиты unified with covered ETAIL AT SLAB/Типовая детать precinct 3 - Стилобатная часть, включающая северную 1 и южную площадь/Podium consisting of north and4south square 4 - Арка главного входа/Arch of the main entrance
C2
1
5 TYPICAL
SCALE: 1:10
SCALE: 1:100
G
7
SCALE: 1:2
H
+33,600
3
4
5
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
+25,200
B
+29,400
B
+29,400
Custom Steel Profile- Powder Coated according to Architect
G
G
обы ный стальной профиль с поро ковым Note / Примечания: покрытием в соотв с ар итект рными казаниями
+21,000
F
B +16,800
Setting Block становка блока
F
F-001-02A +21,000
4 A
E
1
TYPICAL
2
ETAIL AT
3
4
5
6
A
2.26
2.25
Schematic /Design / SCT Принципиальные решения Gorproject center Data Изменение/Change FT
Дата / Data
E
F-001-02A
4
№
LIM
Дата / Data
Employer: F
№ изменения
Изменение/Change
АКЦИОНЕРНОЕ ОБЩЕСТВО «Многофункциональный Mixed-use Complex ПЕРЕДАЧА ЧЕРТЕЖЕЙ / ISSUE DRAWINGS комплекс «Лахта центр» Дата
Project Name :
Drawings is not for the construction and ordering of materials / Чертежи не для строительства и заказа материалов
"Lakhta Center"
2.24
/ Data
SAMSUNG C&T
АКЦИОНЕРНОЕ «Многофункциональный Дата / комплекс «Лахта центр» Data
C
Lakhta center
SCT
Detail 4 Деталь
Single Glazed Unit (SGU) Одино ный блок застекленный
Gasket прокладка
Aluminum Adapter Profile to receive Toggle Ал миниевый профиль для для перекл ения риле
D
"Lakhta Center"
C
ETAIL / Вер дверной детали
H
Symmetry
Инв. N подл.
SCALE: 1:5
PPC Coated Aluminum Cladding Panel 2mm Min. Thickness покрытая П алл минивая обли ово ная панел 2мм мин. тол 3 ина
2
4 G G
Steel Profile at Portal Framing тальной профиль на в оде
1
2
3
Flat area
4
Действ е блок - Ал миниевый дверь Обрамление
4B
RA E
OOR
Подп. и дата
ИНВ._№_ПОДЛ.
11/12/2015
IVAN_TOMOVIC
11/12/2015
Северный блок/ North block Северный блок/ North block
ГЛ_СПЕЦ
THOMAS_WINTERSTETTER
VIOLA_KOSSEDA
Проверил 6
SILVIA_PRANDELLI
Н.контр.
IVAN_TOMOVIC
11/12/2015
IVAN_TOMOVIC
11/12/2015
7
E
4B 4B
Дата / Data
4
Lakhta5 center
SCT
11/12/2015
8
11/12/2015
N док.
Подпись
ГЛ_СПЕЦ
11/12/2015
Разработал
VIOLA_KOSSEDA
11/12/2015
Проверил
SILVIA_PRANDELLI
11/12/2015
Н.контр.
IVAN_TOMOVIC
11/12/2015
+16,800 +16,800
F
Ревизия/6 Revision
Gorproject
7
8
№ изменения / change
Изменение/Change
E
Project Name :
Detail 1 Деталь
Section of the sphare
5C
5C 5C
F-001-08
D
Согласовано Согласовано Cladding Panel Fixing Profile - Aluminum Extrusion репление профиля обли ово ной панели -Алл миневый профиль
Details at the opening 1
Door Handle refer to Architectural Drawings for Detail Steel Round Hollow Section Дверная Р ка Powder Coated, Ø 219 mm см ар итект рные ертежи SteelbyRound Hollow Section SGU -to be confirmed Facade Contractor для деталя х Powder Coated, Ø 219 mm Одино ный блок застекленный upon appointment -to be confirmed by Facade стальная кр лая полая Contractor тр ба с upon appointment поро ковым покрытием Ø 219мм кр лая ба с A стальная подтвердить пополая назна тр ени Operable Unit Operable Unit поро ковым покрытием Ø 219 мм фасадно о подряд ика - Door Framing Aluminum Extrusion - Door FramingA Aluminum Extrusion подтвердить по назна ени Действ е блок Действ е блок фасадно о подряд ика - Ал миниевый дверь Обрамление - Ал миниевый дверь Обрамление
Single Glazed Door Side Light стекленная дверь боковой све
Steel Round Hollow Section Powder Coated, Ø 219 mm -to be confirmed by Facade Contractor upon appointment стальная кр лая полая тр ба с поро ковым покрытием Ø 219мм A подтвердить по назна ени фасадно о подряд ика
2
D
3
4
1
Single Glazed Door Side Light стекленная дверь боковой све Single Glazed Door Side Light SGU стекленная дверь боковой све Oдино ный стекла
5D 5D
SCALE: 1:5
Изменение/Change
5
6
THOMAS_WINTERSTETTER ГЛ_СПЕЦENG см ар итект рные ертежи для деталяVIOLA_KOSSEDA х Designed
Checked
Operable ApprovedUnit - Door Framing Aluminum Extrusion Operable Unit Действ е блок - Ал миниевый Обрамление - Door Framingдверь Aluminum Extrusion
Действ е блок - Ал миниевый дверь Обрамление
Действ е блок - Ал миниевый дверь Обрамление
АКЦИОНЕРНОЕ ОБЩЕСТВО «Многофункциональный АКЦИОНЕРНОЕ ОБЩЕСТВО комплекс «Лахта центр» «Многофункциональный комплекс «Лахта центр»
6
Unitized Facade System (by others) омлексная истема фасада( др и )
Facade Bracket (by others) фасадная скоба др и )
Secondary Steel Structure (by others - dimensions indicative only) Втори ная
2
11/12/2015
IVAN_TOMOVIC
11/12/2015
Изм. Кол.уч. Лист
N док.
Подпись
Дата
F001_06
5
8
ГЛ_СПЕЦ
THOMAS_WINTERSTETTER
Разработал
VIOLA_KOSSEDA
Проверил
SILVIA_PRANDELLI
Unitized Facade System (by others) омлексная истема фасада( др и )
for movement -to be confirmed by Facade Contractor
ПЕРЕДАЧА ЧЕРТЕЖЕЙupon / appointment ISSUE DRAWINGS
11/12/2015
Н.контр.
IVAN_TOMOVIC
11/12/2015
6
T
F001_06
7
SCT
Дата / Data
№ изменения / change
Изменение/Change
Project Name :
Structural Silicone онстр ктивный силикон Aluminum Adapter Profile to receive Toggle Ал миниевый профиль для для перекл ения риле Gasket прокладка Employer:
Mixed-use Complex Facade Bracket (by others) фасадная скоба др и )
"Lakhta Center"
B
ГЛ_СПЕЦENG GIP Designed ГЛ_СПЕЦENG Checked Designed Approved Checked Approved
Sheet Doc.No Signature
F001_06
Sheet Doc.No Signature
F001_06
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
N док.
F001_06
Изм. Кол.уч. Лист ГИП ГЛ_СПЕЦ ГИП Разработал ГЛ_СПЕЦ Проверил Разработал Н.контр. Проверил
Date
THOMAS_WINTERSTETTER
Изм. Кол.уч. Лист
-
Date
Согласовано
ВЗАМ_ИНВ_НОМЕР
Взам. инв . N Подп. и дата
тальная констр к ия
др и -только ориентирово ные размеры
N док.
F001_06
11/12/2015
Подпись Подпись
Дата
Н.контр.
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
Modif.
Sheets
001_SPHERE 001_SPHERE
Sheet Doc.No S
F001_08 GIP ГЛ_СПЕЦENG
THOMAS_WINTERSTETTER
Designed
VIOLA_KOSSEDA
Checked
SILVIA_PRANDELLI
Approved
IVAN_TOMOVIC
Single Glazed Unit (SGU) Одино ный блок застекленный 14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr
A
Design Consultant : Стадия Стадия T
T
Лист
Изм. Кол.уч. Лист
Листов
Лист F001_06
2
3
4
5
Detail at connection to secondary steel
Формат Design A1 Consultant :
11/12/2015
Формат A1
Modif.
Sheet Doc.No Signature
Date
F001_07
Stage
GIP ГЛ_СПЕЦENG
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 A
Изм. Кол.уч. Лист
N док.
Подпись
Дата
F001_07 ГИП ГЛ_СПЕЦ
THOMAS_WINTERSTETTER
11/12/2015
Разработал
VIOLA_KOSSEDA
11/12/2015
Проверил
SILVIA_PRANDELLI
11/12/2015
N док.
F001_08 ГИП
Листов -
F001_06
1
Section at Connection to Atruim 8
Sheet
SAMSUNG C&T
Дата
THOMAS_WINTERSTETTER
АКЦИОНЕРНОЕ ОБЩЕСТВО
Custom Steel Profile«Многофункциональный Powder Coated according комплекс «Лахта центр» to Architect обы ный стальной профиль с Sheet TStage F001_06 -Sheets поро ковым General Designer : покрытием в соотв с T F001_06 ар итект рными казаниями
Stage
0.000=0.000
ИНВ._№_ПОДЛ.
Втори ная
Aluminum Extrusion - based on Schuco FW 80+ or equivalent alternative 0.000= 0.000 Алл миневый профил основаный на Schuco FW 80+ или подобное
Формат A1
Инв. N подл.
Secondary Steel Structure (by others - dimensions indicative only)
0.000= 0.000
Modif.
B
Opening detail in plan
Steel Round Hollow Section Powder Coated, Ø 219 mm -to be confirmed by Facade Contractor upon appointment тальная кр лая полая тр ба с поро ковым покрытием Ø 219мм подтвердить по назна ени фасадно о подряд ика
Ревизия/ Revision
Schematic Design / Принципиальные решения
8 7
Покладка обеспе ива ая Lakhta Gorproject center движение подтвердить по казани фасадно о подряд ика
T AF TION оект Y DRTRUC й пр ны тва INARSuction NS CO Discритель ельс ELIM Вставной диск PR T FOR ва роит едBlock Setting NO Пр я ст становка блока дл не
Design Consultant :
Stage Sheet Single Glazed Door SideSheets Light стекленная дверь боковой свет T F001_06 - Light Single Glazed Door Side стекленная дверь боковой свет SGU Одино ный блок застекленный SGU Одино ный блок застекленный 001_SPHERE Cladding Panel Fixing Profile - Aluminum Extrusion Cladding Panel Fixing Profile репление профиля Aluminum Extrusion обли -ово ной панели реплениепрофиль профиля -Алл миневый ово ной Листов панели СтадияоблиЛист -Алл миневый профиль
11/12/2015
6 11/12/2015
4
Drawings is not for the construction and ordering of materials / Gasket to allow Чертежи не для строительства и заказа материалов
C
Modif. GIP
SGU Oдино ный стекла SGU Oдино ный стекла
тальная констр к ия
др и -только ориентирово ные размеры 1
3
Note / Примечания:
Дата / Data
Design Consultant :
Date
11/12/2015 11/12/2015
SILVIA_PRANDELLI
ГИП 5
4
7
8
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
SCALE: 1:5
Steel Round Hollow Section Powder Coated, Ø 219 mm Steel Round Section -to be Hollow confirmed by Powder Facade Coated,Contractor Ø 219 mm -to beappointment confirmed by upon стальная кр лаяFacade полая Contractor тр ба с upon appointment поро ковым покрытием Ø 219мм стальная кр лая ба с подтвердить пополая назна тр ени поро ковым покрытием Ø 219 мм 0.000 0.000= фасадно о подряд ика подтвердить по назна ени фасадно о подряд ика
Door Handle Modif. for Detail Sheet Doc.No Signature refer to Architectural Drawings Door Handle Дверная Р ка - F001_06 см ар итект рные for ертежи refer to Architectural Drawings Detail GIP для деталя хДверная Р ка
Operable Unit - Door Framing Aluminum Extrusion OperableеUnit Действ блок - Door Framingдверь Aluminum Extrusion - Ал миниевый Обрамление
4 3
5
Формат A1
Design Consultant :
PPC Coated Aluminum Cladding Panel 2mm Min. Thickness PPC Coated Aluminum Cladding Panel покрытая PPC алл минивая обли 2mm ово Min. наяThickness панел покрытая 2мм PPCмин. алл тол минивая ина обли ово ная панел 2мм мин. тол ина
/План на соединении с атри мом
Cladding Panel Fixing Profile - Aluminum Extrusion репление профиля обли ово ной панели -Алл миневый профиль 3
2
Steel Round Hollow Section Powder Coated, Ø 219 mm -to be confirmed by CONNECTION TO ATRI Facade Contractor upon appointment стальная кр лая полая тр ба с поро ковым покрытием Ø 219мм подтвердить по назна ени фасадно о подряд ика
SGU Одино ный блок застекленный
7
14, Seocho-dearo 137-956, Korea. www.secc.co.kr Design Consultant 74gil,Seocho-Gu,Seoul :
OOR ETAIL / дверной детали OOR ETAIL / дверной детали
SCALE: 1:5
Design Consultant :
SGU Одино ный блок застекленный Single Glazed Door Side Light SGU стекленная дверь боковой свет Одино ный блок застекленный
Cladding Panel Fixing Profile C - Aluminum Extrusion Cladding Panel Fixing Profile репление профиля - Aluminum Extrusion обли ово ной панели репление профиля -Алл миневый профиль обли ово ной панели -Алл миневый профиль 2
1
SCALE: 1:20
7
изменения Южный блок/ Арка/Arch № South block / change изменения1 - Здание Башня/Tower / change 2 - Многофункциональное здание, состоящее
SAMSUNG C&T SAMSUNG C&T
14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr
OOR ETAIL / дверной детали Design Consultant : OOR ETAIL / дверной детали
SCALE: 1:5
PPC Coated Aluminum Cladding Panel 2mm Min. Thickness покрытая PPC алл минивая обли ово ная панел 2мм мин. тол ина
3 PLAN AT
B
Инв. N подл. Подп. и дата Взам. инв . N Инв. N подл. Подп. и дата Взам. инв . N ИНВ._№_ПОДЛ. ВЗАМ_ИНВ_НОМЕР ИНВ._№_ПОДЛ. ВЗАМ_ИНВ_НОМЕР
ВЗАМ_ИНВ_НОМЕР
Взам. инв . N Подп. и дата Инв. N подл.
ИНВ._№_ПОДЛ.
Согласовано
B
6
Revision Ревизия/ Северный блок/ Revision North block
General Designer :
+12,600
B
5
-
14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr
OOR ETAIL / дверной детали OOR ETAIL ETAIL / дверной детали OOR / дверной детали
SCALE: 1:5
SCALE: SCALE: 1:51:5
PPC Coated Aluminum Cladding Panel PPC Min. Coated 2mm Thickness Aluminum PPC Cladding покрытая алл Panel минивая 2mm Min. обли ово Thickness ная панел покрытая PPCина алл минивая 2мм мин. тол обли ово ная панел 2мм мин. тол ина
4
Employer:
+16,800
5B 5D
E
SCALE: 1:5
3
-
Листов
Листов
General Designer :
Согласовано
SCALE: 1:5
Sheets
Лист
001_SPHERE
Mixed-use Complex Mixed-use Complex "Lakhta Center" "Lakhta Center"
ВЗАМ_ИНВ_НОМЕР
5A
Sheet
F001_02
001_SPHERE
Стадия
Employer:
АКЦИОНЕРНОЕ ОБЩЕСТВО «Многофункциональный комплекс «Лахта центр»
Взам. инв . N
OOR SCALE: 1:5
PPC Coated Aluminum Cladding Panel 2mm Min. Thickness покрытая PPC алл минивая обли ово ная панел 2мм мин. тол ина
-
Арка/Arch
Изменение/Change
/ Дата Data / Data
Подп. и дата
5B
ETAIL /дверной детали
T
Sheets
F001_01
Дата
N FT оект RA CTIO Y D TRAUFT ONй пр аоект AR NS R CTI ьны й тв пр MIN CR OY D TRUел ыьс а ит ьн ELI IN R A NSар ител ьств PR TLIFO M COдв ел ро E ел стит PNRO T FORПре дл двяарстроит O ре не NSchematic П Design / Принципиальные решения для не/ Принципиальные решения № Schematic Design Дата
/Разрез на соединении с атри мом
ИНВ._№_ПОДЛ.
OOR SCALE: 1:5
11/12/2015
/ ISSUE DRAWINGS Ревизия/
Инв. N подл.
5A
Flat area
11/12/2015
IVAN_TOMOVIC
Чертежи не для строительства и заказа материалов
SAMSUNG C&T
SCALE: 1:5
11/12/2015
SILVIA_PRANDELLI
Листов Подпись
F Дата ПЕРЕДАЧА ЧЕРТЕЖЕЙ Lakhta Gorproject / SCT center Дата Data Lakhta Gorproject / SCT center Data
"Lakhta Center"
Steel L-Profile supporting Door Framing - to allow for tolerances SteelLL-Profile supporting Door Framing тальной - профиль для поддержки allow for tolerances двери Обрамление -- to Для обеспе ения тальной L - профиль для поддержки доп сков двери Обрамление - Для обеспе ения +21,000 доп сков
Opening detail in section 5B 5A
OOR ETAIL /дверной детали детали ETAIL / дверной детали OOR ETAIL /дверной OOR ETAIL / дверной детали C
Дата
11/12/2015
VIOLA_KOSSEDA
Н.контр.
4 N док.
Project Name :
Ring C
Подпись
THOMAS_WINTERSTETTER
Проверил
Note / Примечания:
General Designer :
C
N док.
ГЛ_СПЕЦ Разработал
Note /Drawings Примечания: is not for the construction and ordering of materials /
Mixed-use Complex
Employer:
D
8
Формат A1
Дата
THOMAS_WINTERSTETTER
Project Name :
D
Steel L-Profile supporting Door Framing - to allow for tolerances тальной L - профиль для поддержки двери Обрамление - Для обеспе ения доп сков
7
11/12/2015
T
4
Лист 3 F001_02 F001_01
ГИП Южный блок/ 11/12/2015 ГЛ_СПЕЦ South block блок/ Арка/Arch 11/12/2015 VIOLA_KOSSEDA Разработал 1 Южный - Здание Башня/Tower block SILVIA_PRANDELLI Проверил 2 -South Многофункциональное здание, состоящее 11/12/2015 11/12/2015 IVAN_TOMOVIC Н.контр. 1 -изЗдание южногоБашня/Tower и северного блоков, 2 -объединенное Многофункциональное здание, состоящее building крытым двором/Multifunctional из южногоofи north северного блоков, consisting and south block unified with covered объединенное крытым двором/Multifunctional building precinct consisting of часть, north and south block unified with covered 3 - Стилобатная включающая северную Стадия Лист и precinct южную площадь/Podium consisting of north and south 3 -square Стилобатная часть, включающая северную иGюжную площадь/Podium of north F001_01 and south 4 - Арка главного входа/Arch consisting of the main T entrance square 4 - Арка главного входа/Arch of the main entrance
11/12/2015
F001_01
2
онстр ктивный силикон Structural Silicone онстр Finishedктивный Floor (byсиликон others) Отделанный пол др и Finished Floor (by others) +25,200 пол др и Отделанный
D
Stage 11/12/2015 Sheet
IVAN_TOMOVIC
1
T
11/12/2015 7
Изм. Кол.уч. Лист
N FT кт RA CTIO прое U Y D SECTION AT TO ATRI ыйCONNECTION AR STR 1:10ьн тва MIN CON SCALE:ел ит ELI ельс PR T FOR двар роит NO Пре я ст дл не/ Принципиальные решения Schematic Design
/Разрез на соединении с атри мом
by others др и
Действ е блок - Ал миниевый дверь Обрамление Structural Silicone
Structural Silicone онстр ктивный силикон Finished Floor (by others) Отделанный пол др и
3
Operable Unit - Door Framing Aluminum Extrusion +29,400 Operable Unit Действ е блок - Ал миниевый Обрамление - Door Framingдверь Aluminum Extrusion
G
Stage
2
11/12/2015 11/12/2015
VIOLA_KOSSEDA SILVIA_PRANDELLI
6
ПЕРЕДАЧА ЧЕРТЕЖЕЙ / ISSUE DRAWINGS
Дата / Data
RA E OOR ETAIL / Деталь дверной рамы RA E OOR ETAIL / Деталь дверной рамы
SCALE: 1:5
F001_02
THOMAS_WINTERSTETTER
5
Формат A1
SCALE: 1:5
Действ е блок - Ал миниевый дверь Обрамление
11/12/2015
Drawings is not for the construction and ordering of materials / Чертежи не для строительства и заказа материалов
таж 9/floor Одино ный блок9 застекленный SGU Одино ный блок застекленный
Operable Unit - Door Framing Aluminum Extrusion
11/12/2015
IVAN_TOMOVIC
ETAIL AT CONNECTION TO SECON ARY STEEL/Деталь на соединении дополнительной стали
Стадия3
ПЕРЕДАЧА ЧЕРТЕЖЕЙ / ISSUE DRAWINGS
блок +33,600 Действ еSGU - Ал миниевый дверь Обрамление
ETAIL / Деталь дверной рамы
11/12/2015
SILVIA_PRANDELLI
Date
1
001_SPHERE
2 Checked
Approved
SCALE: 1:2 1
Изм. Кол.уч. Лист
ГИП
8
11/12/2015
VIOLA_KOSSEDA
Approved
ГИП
0.000=0.0004
3
0.000=0.000 Sheet Doc.No Signature
Modif.
H
Drawings is not for the construction and ordering of materials / Чертежи не для строительства и заказа материалов
Structural Silicone онстр ктивный силикон Structural Silicone Operable Unit онстр ктивный силикон - Door Framing Aluminum Extrusion Operable Unit Действ е блок - Door Framingдверь Aluminum Extrusion - Ал миниевый Обрамление
E
-
Designed
1
11/12/2015 11/12/2015
SILVIA_PRANDELLI
Note / Примечания:
Single Glazed Door Side Light стекленная дверь боковой свет Single Glazed Door Side Light 2 стекленная дверь боковой свет
1
Sheets
F001_01
2ГЛ_СПЕЦENG
Date
F001_01
VIOLA_KOSSEDA
Approved
Sheet
T
Typical top detail in section
Sheet Doc.No Signature
Modif.
ГЛ_СПЕЦENG THOMAS_WINTERSTETTER N док. Подпись Дата Designed
Разработал
THOMAS_WINTERSTETTER
Checked
F001_02A
Stage
2
GIP
Южный блок/ Арка/Arch South block 5 1 - Здание Башня/Tower 2 - Многофункциональное здание, состоящее 8 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
4
Single Glazed Door Side Light стекленная дверь боковой свет Single Glazed Door Side Light стекленная дверь боковой свет
SCALE: 1:100
SCALE: 1:5
+16,800
SILVIA_PRANDELLI
1
THOMAS_WINTERSTETTER
Steel Round Hollow Section 3 Powder Coated, mm 7 Ø 219 Round Hollow -toSteel be confirmed by Section PowderContractor Coated, Ø 219 mm Facade -to be confirmed by upon appointment Facade Contractor репление профиля upon ово appointment обли ной панели репление профиля -Алл миневый профиль обли ово ной панели -Алл миневый профиль
2
1 SECTION AT CONNECTION TO ATRI
H
SGU Одино ный блок застекленный
E
Checked 8 Approved
F001_01 Checked
Date
ГЛ_СПЕЦENG Designed
Изм. Кол.уч. Лист
11/12/2015
ГИП
Sheet Doc.No Signature
F001_02A GIP
Design Consultant :
11/12/2015
VIOLA_KOSSEDA
Изм. Кол.уч. Лист
4
Modif.
Suspended Ceiling (by others) Подвесной Потолок ( др и )
Date
THOMAS_WINTERSTETTER
Aluminum PPC coated Алл миний покрытый PPC Aluminum PPC coated Алл миний покрытый PPC
F
Operable Unit - Door Framing Aluminum Extrusion
Ring
A
ГЛ_СПЕЦENG
+25,200 1
Design Consultant :
SAMSUNG C&T 14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr
Design Consultant :
Designed 8
7
Северный блок/ North block
3
6
Cladding Panel Fixing Profile - Aluminum Extrusion Cladding Panel Fixing Profile репление профиля - Aluminum Extrusion обли ово ной панели репление профиля -Алл миневый профиль обли ово ной панели -Алл миневый профиль
Single Glazed Door Side Light F стекленная дверь боковой свет
Single Glazed Door Side Light стекленная дверь боковой свет
Top leaf
7 6
2
5
Structural Silicone онстр ктивный силикон
Bottom leaf
Typical detail in plan
Steel Profile at Portal Framing Steel Profile at тальной Portal Framing профиль на в оде тальной профиль на в оде
Aluminum PPC coated Алл миний покрытый PPC
Cladding Panel Fixing Profile - Aluminum Extrusion репление профиля обли ово ной панели -Алл миневый профиль
F
6 5
8
Suspended Ceiling (by others) Подвесной потолок др и A Suspended Ceiling (by others) Подвесной потолок др и PPC Coated Aluminum Cladding Panel 2mm Min. Thickness покрытая П PPC Coated Aluminum Cladding Panel алл минивая 2mm ово Min. Thickness покрытая П обли ная панел аллмин. минивая 2мм тол ина 1 обли ово ная панел 2мм мин. тол ина 6
5
Steel Round Hollow Section Powder Coated, Ø 219 mm -to be confirmed by Facade Contractor upon appointment репление профиля обли ово ной панели -Алл миневый профиль
5 4
7
Перви ная стр кт ра плиты перекрытия ( др и )
тальная кр лая полая тр ба с поро ковым покрытием мм подтвердить по назна ени фасадно о подряд ика
0.000=0.000
GIP
SCALE: 1:5
Suspended Ceiling (by others) Подвесной потолок др и
A
Согласовано Взам. инв . N
OOR ETAIL / Вер дверной детали OOR ETAIL / Вер дверной детали
4
ВЗАМ_ИНВ_НОМЕР
3
6
Инв. N подл.
Подп. и дата
1
O 4A TOP 4A TOP O
3 2
5
Подп. и дата
ВЗАМ_ИНВ_НОМЕР
Взам. инв . N
H
OOR
2 1
ИНВ._№_ПОДЛ.
Согласовано
1
SCALE: 1:5
G
Sphare
F001_01 GIP
4
АКЦИОНЕРНОЕ ОБЩЕСТВО «Многофункциональный комплекс «Лахта центр»
General Designer :
Design Consultant :
Sheet Doc.No Signature
Modif.
+25,200 B
ИНВ._№_ПОДЛ.
Согласовано
ВЗАМ_ИНВ_НОМЕР
Взам. инв . N Подп. и дата
тальная кр лая полая тр ба с поро ковым покрытием Ø 219мм подтвердить по назна ени фасадно о подряд ика
ИНВ._№_ПОДЛ.
Инв. N подл.
Steel Round Hollow Section Powder Coated, Ø 219 mm -to be confirmed by Facade Contractor upon appointment
3
Design Consultant : Design Consultant :
Взам. инв . N
F-001-02
B
Steel Round Hollow Section Powder Coated, Ø 219 mm -to be confirmed by Facade Contractor upon appointment
Employer:
14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr
B
Согласовано
Detail 4 Деталь
C
Primary Structure at Floor Slab (by others)
SAMSUNG C&T
Gasket прокладка
Custom Steel ProfilePowder Coated according to Architect обы ный стальной профиль с поро ковым покрытием в соотв с ар итект рными казаниями
B
Sphere A-A section
14, Seocho-dearo 74gil,Seo
Design Consultant :
№ изменения / change
Изменение/Change
Mixed-use Complex
Structural Silicone онстр ктивный силикон Toggle риле
Aluminum Extrusion - based on Schuco FW 80+ or equivalent alternative Алл миневый профил основаный на Schuco FW 80+ или подобное
ВЗАМ_ИНВ_НОМЕР
F-001-02
2
АК
General Designer :
Project Name :
Design Consultant : General Designer :
Инв. N подл.
SCALE: 1:10
M
Employer:
Galvanized Steel Panel Min. Thickness 2mm О инкованная стальная панель иним м Тол ина 2 мм
Schematic Design / Принципиальные решения
14, Seocho-dearo 74gil,Seocho-Gu,Seoul 137-956, Korea. www.secc.co.kr
3
Project Name :
Mineral Wool Insulation for Fire Proofing Теплоизоля ия из минерольной ерсти для противопожарной за иты
Ревизия/ Revision
Gorproject
T AF TION оект Y DR UC й пр INAR NSTR льны тва ьс ELIM CO рите ител PR T FOR едва стро NO Пр для ОБЩЕСТВО не
Employer:
Sphere B-B section
E
Дата / Data
PPC Coated Aluminum Cladding Panel 2mm Min. Thickness покрытая PPC алл минивая обли ово ная панел 2мм мин. тол ина
/ change Note / Примечания:
General Designer :
2.25
Schematic Des
Fire Resistant Silicone о не стой ивый иликон
Fire Proofing and Smoke Seal противопожарная за ита и Дым Пе ать Galvanized Steel Panel Min. Thickness 2mm О инкованная стальная Панель ин Тол ина 2 мм
Schematic Design / Принципиальные решения
+8,400
TYPICAL SECTION A-A/Типовой A-A разрез A-A
Sleeve Steel Plate at Mullion Splice Connection Р кава стальной плиты оединительные в средник Silicone Jointing allowing for vertical expansion обработка силиконом позволяет рас ирение по вертикали
Пр ля с д "Lakhta Center" не
D
3D model
SCT
A MIN ELI PR T FOR NO
N
2.24
2.26
1
3
Revision 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
E ар ите PR T FOR Complex Mixed-use едв тро O
SCALE: 1:10
2.27
ПЕРЕДАЧА Ч Дата / Data
изменения N A ект / change DR UCTIO про R RY ый а INA ONST льн ьств C л ите
Project Name :
A-A разрез A-A 3 TYPICAL SECTION A-A/Типовой D
Drawings is not for the Чертежи не для строи
Северный блок/ North block
+12,600
2.27
Note / Примечания:
Oдино ный стекла
8
G
4A TOP O
железобетон Толерантность перекрытия +/- 25 мм должен быть подтвержден
Ревизия/ Revision
N Note / Примечания: AFT кт R TIO рое Y D TRUC й п ofаmaterials / R Drawings is not forSthe construction and INAне ьныordering тв Чертежи материалов OдляNстроительства тели заказа льс ELIM C ари ите PR T FOR едв стро NO ПЕРЕДАЧА Пр ляЧЕРТЕЖЕЙ / ISSUE DRAWINGS д е н Дата Lakhta Ревизия/
+8,400
E
H
железобетон Толерантность перекрытия +/- 50 мм должен быть подтвержден
Южный блок South block 1 - Здание 2 - Многофу из южно объедин consistin precinct 3 - Стилоба и южную square 4 - Арка гл
2
Detail 5 Деталь
+16,800
Structural Silicone Lakhta онстр ктивный сликонGorproject center SGU
SCT
7
LLION/Типовая деталь средника
SCALE: 1:2
+12,600
A
Reinforced Concrete Slab Tolerances +/- 25mm at Top (to be confirmed by Structural Engineer)
Вставной диск
Дата / Data
H
1
Северный бло North block
ПЕРЕДАЧА прокладка ЧЕРТЕЖЕЙ / ISSUE DRAWINGS Suction Disc
Detail 5 Деталь
F
C
8
Gasket
A
D
7
Reinforced Concrete Slab Tolerances +/- 50mm at Front (to be confirmed by Structural Engineer)
Facade Fixing Bracket коба фасадно о крепления Galvanized Steel Panel Min. Thickness 2mm О инкованная стальная Панель иним м Тол ина 2 мм
Drawings is not for the construction and ordering of materials / Чертежи не для строительства и заказа материалов
+25,200
A
C3
6
Finished Floor (by others) Отделанный пол др и
3
Стадия
Лист
Листов
T
F001_07
-
6
7
8
ГЛ_СПЕЦ
THOMAS_WINTERSTETTER
Разработал
VIOLA_KOSSEDA
Проверил
SILVIA_PRANDELLI
Н.контр.
IVAN_TOMOVIC
[ Project 3. 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 3. 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 3. 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
Multiple point adaptive family
Single curved glazing facade
Dynamo script Bridge and Glazing facade BRIDGE FACADE Facade substructure
Single curve cladding
Insulation
Facade vertical detail
Section model
Dynamo script
Liner substructure
Single cruved bridge facade
[Project 4.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
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6. Auto-Alignment for vertical clusters
1:1 Mockup on the site
[Project 5. 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
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Facade system families 1
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Skylight glazing detail
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5
North side top opaque detail
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4
Trelis solar shade detail
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Wind needle glazing facade detail Elevetor base glazing detail
Elevetor typical glazing detail
Interior lobby glazing system
[Project 5. 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 6. 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 6. 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
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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
层平面图
层平面图
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5 1
0
20m 10
5 1
Physical study model 20m
10
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Yu (Louis) Liu
+1 213-880-6403 (USA) louisyuliu321@gmail.com
[Project 7. 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 7. 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 8. 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 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 13. 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 10. 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
ENVELOP CHUNK
Sub Structure 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 11. Advanced Techtonic]
Yu (Louis) Liu
lastic bre abrication
+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
Working process 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
Completed fiber wall