WORK PORTFOLIO
By Karl Ian Corre
BCC
Building - Damilag, Bukidnon Philippines
https://www.linkedin.com/in/karl-corre/
https://www.linkedin.com/in/karl-corre/
https://www.linkedin.com/in/karl-corre/
Reem East Hills Villa - Reem Island, Abu Dhabi
KARL IAN CORRE WORK EXPERIENCE
BIM Modeller/Specialist/Technician
Abu Dhabi, United Arab Emirates correkarlian@gmail.com | +971-50-439-2782 https://www.linkedin.com/in/karl-corre/
Summary
• An experienced BIM Technician with civil engineering background passionate about current and future BIM technology. With nearly 5 years of experience in creating Revit BIM models & sheets, relevant computer software & hardware knowledge, and collaboration with other professionals. Eager to expand knowledge in the AEC field, share my expertise, and keep on learning.
Education
• Bachelor’s Degree - Bachelor of Science in Civil Engineering, 2014 - 2019 University of Science and Technology of Southern Philippines Cagayan de Oro City, Philippines
Skills
• BIM 3D model & sheet production
• BIM model project setup, error-troubleshooting, & quality control
• BIM Execution Plan Implementation
• BIM software & hardware technical support
• BIM CDE (B360 & ACC) implementation
• Microsoft Office 365 (Word, Excel, Outlook, PowerPoint, etc.)
• Autodesk BIM Products (Revit, Civil 3D, Navisworks, Dynamo, AutoCAD, FormIt)
Design & construction knowledge in civil/structural engineering
• Document sharing platforms such as ACONEX Leading & training of other BIM Technicians
• Automation through visual programming (Dynamo)
• Navisworks & Revizto Clash Detection
https://www.linkedin.com/in/karl-corre/
Dutch Digital Delivery Company - United Arab Emirates
September 2021 - present
• Produced ARC/STR/Landscape drawings & models for design & construction phases for various large-scale projects in the UAE using Revit. Coordinated with other professional architects and engineers to ensure standards are met and reflected in the models.
• Facilitated and led a team of other BIM technicians and introduced a workflow to meet drawing submission quotas.
• Performed model error-troubleshooting, project setup, quality control checks, and visual programming automation.
• Resolved diverse Revit software and computer hardware issues, ensuring smooth workflow of other technicians.
• Notable projects participated; Guggenheim Abu Dhabi, SeaWorld Abu Dhabi, Hilton Hotel Abu Dhabi.
Uptown Design Builders - Philippines
May 2021 - September 2021
Introduced BIM Scope to the company, enabling modern digital delivery methods for various residential projects.
• Authored all trades (ARC,STR, & MEP) BIM Models during design phase with coordination of professionals.
• Successfully relayed relevant building information during the construction phase of projects.
Argusland Inc. - Philippines
October 2019 – January 2021
Learned and introduced BIM Scope to the company, leveraged Revit & Civil 3D for digital delivery of mass housing residential projects in the Philippines. Authored all trades (ARC, STR, & MEP) BIM Models, with coordination of professional architects and engineers.
• Successfully relayed relevant building information during the construction phase of projects
Metalite Builders Inc. - Philippines (Internship)
October 2019 – January 2021
Performed delivery of drawings of roadways, storage tank structures, gas pipe lines and coordinated with other professional engineers.
• Discovered scope of BIM during internship, learned the software/processes on my own, and leveraged its functions during our college thesis.
2-Storey Commercial Building
Total Floor Area: 1,000 sq. m.
Implemented BIM Scope during design & construction phase of the project. Construction commenced on 2019 and finished on 2021. The building can host retail stores and hotel accommodation. It also features a convenience store and a huge function hall.
The implementation of BIM for this project resulted in less errors in construction works, accurate material takeoffs, and successful relay of relevant building information. All the models of different trades are coordinated with professional engineers and architects.
The building is successfully in operation to this day.
Google Maps Coordinates: 8°21’28.5”N 124°48’44.3”E
https://www.linkedin.com/in/karl-corre/
Argusland Inc.
Argusland Inc.
Architectural Model Perspective View
1st Floor Orthographic View
MEP Model (Plumbing & Fire Protection) Ground Floor
Orthographic View
Bukidnon Community Cooperative Building
2-Storey Commercial Building
Shop Drawings for Construction
Utilizing Autodesk Revit, production of technical documentation drawings for construction have been made easier and resulted in less errors in site works and time savings for revisions.
If there are unprecedented changes in the model due to site conditions, revisions can be easily done in the drawing while also reflecting and updating quantities/material take-offs.
Ground Floor Plan Drawing 1st Floor Plan Drawing Building Elevation Drawing Fire Exit Staircase Drawing
Argusland Inc. https://www.linkedin.com/in/karl-corre/
2-Storey Commercial Building
Shop Drawings for Construction
Utilizing Autodesk Revit, production of technical documentation drawings for construction have been made easier and resulted in less errors in site works and time savings for revisions.
If there are unprecedented changes in the model due to site conditions, revisions can be easily done in the drawing while also reflecting and updating quantities/material take-offs.
Structural Roof Framing / Fascia Detailing Drawings Facade Structural Column Reinforcement Detailing Facade Column Frame Detailing
Argusland Inc. Typical roof end flashing Typical 2" (50mm) angle web bars for flashing frame spaced 600mm on centers Typical purlin sag rods C-Channel purlins spaced at 600mm on centers As-built double angle roof trusses Typical rib-typed roofing Typical 2" (50mm) angle bars for exterior ceiling supports spaced 600mm on centers Typical hardiflex exterior ceiling with paint finish C-Channel purlins for roofing purlins spaced at 600mm on centers Typical roof end flashing Typical 2" (50mm) angle web bars for end flashing framing spaced 600mm on centers Typical 2" (50mm) angle bars for exterior ceiling supports spaced 600mm on centers Typical hardiflex exterior ceiling with paint finish Structural beam Typical rib-typed roofing with painted finish Structural column 300 72 86 459 100 600 51 51 Typical rib-typed roofing Typ. plain round bar sag rods C-Channel purlins spaced 600mm on centers Angle bars spaced 600mm on centers Angle bar support for exterior ceiling Typ. hardiflex exterior ceiling with painted finish Typical GI sheet end flashing 100 96 22 22 197 22 22 100 15 ABCDE 1 2 3 4 #80 Argayoso Building Cagayan Oro City All drawings, specifications and other documents prepared by the designer and his consultants for this project are instruments the designers use solely with respect this project unless otherwise provided, designer shall be deemed reserved rights, including copyrights. Copies reproduction architectural drawings, specifications and other documents for information and reference are prohibited unless expressly authorized Argusland Inc. writing. Project Title: Project Location: Prepared By: Date: Sheet No.: Approved By: President, Argusland Inc. Edward V. Argayoso Owner: Revision No.: Drawn by: Sheet Content: Scale: PRC: PTR: TIN: Seal: Menzi Village Damilag, Manolo Fortich Bukidnon AS SHOWNAS SHOWN OF Republic the Philippines Municipality Manolo Fortich Bukidnon M.E.O Office of the Building Official Geodetic Head Date Architectural Head Date Civil Head Date Plumbing Head Date Electrical Head Date Mechanical Head Date 09/01/2020 9:02:20 AM KIBC-BIM Bukidnon Community Cooperative Damilag, Manolo Fortich Bukidnon BCC Commercial Building S3 Civil Engineer S3 End Flashing Isometric View 1 S3 End Flashing Details 2 1 10 S3 End Flashing Spot Detail 3 5 S3 Sheet Flashing Detail 4 NGL 0 2F FFL 4500 4 S1 6 S1 4-12mm ø DRB Main reinforcing bars for 200x200mm concrete column 2-12mm ø DRB Slanted reinforcing bars 10mm ø DRB lateral ties spaced 1@50mm, 3@100mm, rest @ 250mm on centers Typical 25mm concrete covering 600 200 2F FFL 4500 4-12mm ø DRB Main reinforcing bars for concrete column 10mm ø DRB lateral ties spaced 1@50mm, 3@100mm, rest at 250mm on centers Typical 25mm concrete covering 2-12mm ø DRB slanted reinforcing bars 600 NGL 0 559 860 200 Typical 25mm concrete covering 4-12mm DRB Main reinforcing bars 10mm ø DRB lateral ties spaced 1@50mm, 3@100mm, rest @ 250mm on centers 2-12mm ø DRB Slanted reinforcing bars 10mm ø DRB lateral ties for slanted bars (same spacing) Typical 25mm concrete covering 4-12mm ø DRB Main reinforcing bars 10mm ø DRB lateral ties spaced 1@50mm, 3@100mm, rest at 250mm on centers 2-12mm ø DRB slanted reinforcing bars 10mm ø DRB lateral ties with same spacing 200 25 25 150 25 25 600 ABCDE 1 2 3 4 #80 Argayoso Building Cagayan Oro City drawings, specifications other documents prepared by the designer and his consultants for this project are instruments the designers use solely with respect this project and unless otherwise provided, designer shall deemed reserved rights, including copyrights. Copies reproduction architectural drawings, specifications and other documents information and reference are prohibited unless expressly authorized Argusland Inc. writing. Project Title: Project Location: Prepared By: Date: Sheet No.: Approved By: President, Argusland Inc. Edward V. Argayoso Owner: Revision No.: Drawn by: Sheet Content: Scale: PRC: PTR: TIN: Seal: Menzi Village Damilag, Manolo Fortich Bukidnon AS SHOWNAS SHOWN OF Republic the Philippines Municipality Manolo Fortich Bukidnon M.E.O Office of the Building Official Geodetic Head Date Architectural Head Date Civil Head Date Plumbing Head Date Electrical Head Date Mechanical Head Date 09/01/2020 9:03:16 AM KIBC-BIM Bukidnon Community Cooperative Damilag, Manolo Fortich Bukidnon BCC Commercial Building S1 Civil Engineer S1 Callout 1 3D View 1 S1 Column 3D View 2 20 S1 Column Detail 3 10 S1 Column -Callout 1 4 S1 Callout 2 3D View 5 1 10 S1 Column -Callout 2 6 10 S1 Column Plan 7 NGL 0 2F FFL 4500 Level 3 9000 204 600 600 600 600 600 600 600 4404 34 21 4 1 9 5 305 34 21 34 21 ° 37 00 37 00 4200 4500 ° 1001 2 S2 2F FFL 4500 Level 3 9000 1001 204 600 600 600 600 600 600 600 4404 4 1 9 5 34 21 34 21 34 21 37 00 37 00 4200 4500 ABCDE #80 Argayoso Building Cagayan Oro City 856-1171 Fax 856-1172 drawings, specifications and other documents prepared the designer and consultants this project instruments designers for use solely with respect this project and unless otherwise provided, the designer shall deemed drawings, specifications and other documents information and reference prohibited unless expressly authorized Argusland Inc. writing. Project Title: Project Location: Prepared By: Date: Sheet No.: Approved By: President, Argusland Inc. Edward V. Argayoso Owner: Revision No.: Drawn by: Sheet Content: Scale: PRC: PTR: TIN: Seal: Menzi Village Damilag, Manolo Fortich Bukidnon AS SHOWNAS SHOWN OF Republic of the Philippines Municipality of Manolo Fortich Bukidnon M.E.O Office the Building Official Geodetic Head Date Architectural Head Date Civil Head Date Plumbing Head Date Electrical Head Date Mechanical Head Date 09/01/2020 9:03:19 AM KIBC-BIM Bukidnon Community Cooperative Damilag, Manolo Fortich Bukidnon BCC Commercial Building S2 Civil Engineer 35 S2 False Column Detail 1 1 20 S2 False Column Callout 2 S2 False Column Isometric View https://www.linkedin.com/in/karl-corre/
3 Bedroom Residential Building - 3D Views
Total Floor Area: 53 sq. m.
Implemented BIM Scope during design & construction phase of the project. This building is intended for a large-scale housing subdivision project in Damilag, Bukidnon. The design features 2 bathrooms, 3 bedrooms, and a carport.
Autodesk Revit was used for the production of the construction documentation of the building, and Civil 3D for the land development of the subdivision lot.
https://www.linkedin.com/in/karl-corre/
Argusland Inc.
Construction of Menzi New Town Subdivision & land development is ongoing today.
Perspective View - 1
Menzi New Town 3 Bedroom Model House
Orthographic View - Floor Plan
Argusland Inc.
Orthographic View - Plumbing Layout
Villa Residential Building
As a resource BIM Engineer, I have been tasked to work with our client, InSite, a sister company of KEO International Consultants in Abu Dhabi.
The figures as shown are modelling production for landscaping discipline, authored in Autodesk Revit, while utilizing Common Data Environments such as BIM360 to seamlessly share updates of models across all trades/discipines.
for the building.
https://www.linkedin.com/in/karl-corre/
Dutch Digital Delivery Company
Production included modelling of pools, shrubs, hardscapes, planting, & paving
Reem East Hills Villa - Reem East Hills, Abu Dhabi
Dutch
Digital Delivery Company
Four Bedroom Villa - Landscaping Perspective
Four Bedroom Villa - Landscaping Perspective
Villa Residential Building
Plan
East Hills Villa - Reem East Hills, Abu Dhabi
Various plans and section views of the landscaping discipline. Includes groundcovers/shrubs/tree planting plans, hardscaping plans, pavement plans, transverse section views, & longitudinal section views.
https://www.linkedin.com/in/karl-corre/
Dutch Digital Delivery Company
Reem
Shrubs/Groundcover
Hardscaping/Pavement Plan
Villa Residential Building
Various plans and section views of the landscaping discipline. Includes groundcovers/shrubs/tree planting plans, hardscaping plans, pavement plans, transverse section views, & longitudinal section views.
https://www.linkedin.com/in/karl-corre/
Dutch Digital Delivery Company
Reem East Hills Villa - Reem East Hills, Abu Dhabi
Guggenheim Museum - Abu Dhabi
Dutch Digital Delivery Company / Six Construct - Trojan Joint Venture (STJV)
Client: Department of Culture and Tourism - Abu Dhabi Consultant: WSP Middle East Architect: Gehry Partners
The figure shown in the right is the design intent provided by Gehry Partners to be the basis of modelling the various parts of the museumconcrete structure, facade, cones, rooms, etc.
Conical Structures Around the Museum Irregular shaped gallery buildings
Design Intent - Guggenheim Museum - Perspective
https://www.linkedin.com/in/karl-corre/
Key Diagram
Guggenheim Museum - Abu Dhabi
Dutch Digital Delivery Company / Six Construct - Trojan Joint Venture (STJV)
Client: Department of Culture and Tourism - Abu Dhabi
Consultant: WSP Middle East
Architect: Gehry Partners
As a resource BIM Specialist/Technician, I have been assigned to this project since May 2022 up to present. Concrete Structure Mdelling of structures - includes mat slab foundations, retaining walls, concrete beams, concrete columns, piles, pile caps, structural slabs, concrete staircases, core walls, and MEP provision openings. Authored mostly in Autodesk Revit, while utilizing Common Data Environments (CDEs) such as Autodesk Construction Cloud for seamless coordination and single source of truth across the lifespan of the building asset.
The museum comprises a total of 42,000 sq.m. of museum space and is divided into separate zones and building areas.. 12,000 sq,m. of these are allocated for exhibition areas.
The Guggenheim Museum in Abu Dhabi is currently under construction. Works started late 2021 and is expected to complete by end of 2025 or early 2026.
Garden Areas with landscaping
Google Maps: 24°32’22.2”N 54°23’57.8”E Perspective View of Concrete Structure
2 main structural core walls with 5-6 levels which the upper metal decking floors will attach onto.
Structural piles & pile caps
Entrance Area Structure with concrete tree pits. This area will also feature a Security/Entry Building
https://www.linkedin.com/in/karl-corre/
Large Cone Plaza Area
Guggenheim Museum - Abu Dhabi
Drawings and 3D shown are authored using Autodesk Revit. The drawing comprises of information rich models such as structural
Openings for MEP trades are also provided.
FORB01-3BLEVEL01SLABDETAILS,REFERTODRAWINGS GAD-STJV-CGA-L01-Z01-DWG-004641
SSL:SLAB:450THK. +10.035 B01-3C FORB01-3CLEVEL01SLABDETAILS,REFERTODRAWINGS GAD-STJV-CGA-L01-Z01-DWG-004640 B01-3A FORB01-3ALEVEL01SLABDETAILS,REFERTODRAWINGS GAD-STJV-CGA-L01-Z01-DWG-004641
SSL:SLAB:450THK. +10.035
Dutch Digital Delivery Company/Six Construct - Trojan Joint Venture X410 X420 X430 X450 X460 Y530 Y520 Y510 Y500 Y490 X440 STAIRCASECS FORSTAIRCASECS DETAILS REFERTO GAD-STJV-CGA-RFT-Z01-DWG-003053GAD-STJV-CGA-RFT-Z01-DWG-003054 B01-4 SLAB: 450 THK. FOR B01-4 LEVEL SLAB DETAILS REFER TO DRAWING: GAD-STJV-CGA-L01-Z01-DWG-004593 +10.035 B01-4 GAD-STJV-CGA-L01-Z01-DWG-004593 B01-3C FOR B01-3C LEVEL 01 SLAB DETAILS REFER DRAWING: GAD-STJV-CGA-L01-Z01-DWG-004640 SSL: SLAB: 450 THK. +10.035 SSL: SLAB: 450 THK. FOR B01-3C LEVEL SLAB DETAILS REFER TO DRAWING: GAD-STJV-CGA-L01-Z01-DWG-004641 B01-3A SSL: SLAB: 450 THK. B01-1A FOR B01-4 LEVEL SLAB DETAILS REFER TO DRAWING: GAD-STJV-CGA-L01-Z01-DWG-004593 SSL: SLAB: 450 THK. B01-2A SSL: SLAB: 450 THK. +10.045 418.136Y529.593 528.932419.954 528.649419.911 200 2011 270 RCUPSTAND 270mmTHK. 200 4400 200 4400 200 RCUPSTAND 200mmTHK. RCUPSTAND 200mmTHK. X415.751514.093415.480514.176 409.532Y512.265 409.262512.182 516.423411.509411.592 516.153 510.205413.420509.930413.501 TOU: +10.550m TOU: +10.550 200 4400 200 200 4400 200 RCUPSTAND 200mmTHK. RCUPSTAND 200mmTHK. 503.578409.908503.661410.179 505.908405.937406.021 505.638 499.644407.881 TOU: +10.550 TOU: +10.550m 499.420407.931 403.690501.667403.960501.750 200 10976 200 200 6761 6889 Type4C1R (3000mm) 491.057408.023490.780X407.964 X414.095481.675X414.036Y481.398 419.879485.418419.880Y485.181 6630 22859 6067 2422 1357 821 X426.013482.824425.967482.630 431.977 YX451.305 492.875YX451.460 492.750 453.774496.676 453.958496.596 453.450Y495.936453.629495.844 452.926452.757494.785 494.678 TOU:+10.550m TOU:+10.550m TOU:+10.550m TOU:+10.550 TOU: +10.550 TOU:+10.550m RC UPSTAND RC UPSTAND 200 mm THK. 150 2673 150 6455 150 150 1035 374 1035 3988 1830 1575 150 1060 1132 1128 1130 1012 1025 120 934 150 1484 3479 150 5021 150 2473 150 513.956429.415 X 512.926426.782 513.021426.592 509.916420.663 420.853 Y 509.821 425.515 Y 509.607 427.022 Y 508.178 X 509.962426.588 508.529428.083 509.252424.444 507.822425.948 X 508.896423.370 507.467424.877 421.377508.236 423.804507.112 94 150 1831 150 2671 150 1785 150 2888 150 1484 1347 1323 507.359428.628 508.241431.308 506.336427.944 506.033427.029 506.168425.794 423.983 Y 505.568 150 821 150 814 207 865 819 1025 120 606 510.561430.539 430.865 Y 509.578 504.455432.562 X 501.913433.404 421.953506.499 422.289505.007 425.077502.266424.982502.077 429.890503.702430.032503.749 150 1483 1045 TOU:+10.650m TOU:+10.650 TOU: +10.650 TOU:+10.650 200 1323 200 430.867501.231 504.527432.380 TOU: +10.650 6851 6911 270 1646 498.768 500.017 442.255 434.732 501.982 441.556 502.652 441.519 502.920 434.769 501.715 TOU: +10.500 m TOU: +10.500 RC 270UPSTAND mm THK. RC 270UPSTAND mm THK. TOU: +10.500 TOU:+10.500 270 RC UPSTAND 270 mm THK. RC UPSTAND 270 mm THK. 451.347 519.045 451.602 518.817 458.798511.905 004745 004745 M O Q 004745 419.472525.644 523.573 418.869 419.106 509.937419.456 419.946 Y 508.259 506.661420.570 505.151421.322 502.760422.888 500.560424.658500.751424.759 426.334 500.401 427.828 500.236 500.237 433.101 500.293 TOU:+10.550m TOU: +10.550 m RC UPSTAND 200 mm 200 RC UPSTAND 200 mm THK. 441.982 501.762442.010 501.563 1555 454.677507.022454.896506.919 13969 TOU:+10.550m 200RCUPSTAND mmTHK. 507.563454.788 454.434 511.490453.946 513.385453.433 515.145452.902 X 517.129452.235 RC UPSTAND 200 mm THK. TOU: +10.550 m TOU:+10.425m TOU:+10.500 458.708 458.722 459.048512.291 458.639 520.058 270 mm THK. TOU:+10.500 TOU: +10.500 28-DAYS CONCRETE CYLINDER STRENGTH MEMBER fcu[MPA] fc[MPA] MAT SLAB/PILE CAPS, TIE BEAMS PILES (N.W) WALLS U.N.O (N.W) 50 40 CORE WALLS (N.W) 50 40 COLUMNS (N.W) 50 40 BEAMS (N.W) LEVEL 1, GROUND LEVEL MEZZANINE, R.C. SLABS, CORE SLABS AND R.C. STAIRS (N.W) 50 40 SLAB ON GRADE (N.W) 40 32 (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON METAL DECK SLAB) LIGHT WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON METAL DECK SLAB) 40 32 ARCHITECTURAL DRAINAGE TOPPING SLABS N.W. AND L.W. (SEE NOTE 31) 25 20 ARCHITECTURAL TOPPING SLABS N.W. AND L.W. (SEE NOTE 31) BLINDING CONCRETE 15 15 12 205 400 TOU: +10.550 SSL: +10.035 SLAB: 450 THK. B1108 (400x800dp.) 200 4400 200 TOU: +10.550 SSL: +10.035 TOU: +10.550 SLAB: 450 THK. B1124 (900x1200dp.) B1117 (900x1200dp.) RC UPSTAND RC UPSTAND 3204 SSL: +10.325 TOU: +10.500 TOU: +10.500 SLAB: 450 THK. SLAB: 450 THK. TG-451 (800x1000dp.) 270 mm THK. TOU: +10.500 m SSL: +10.045 SSL: +10.325 981 979 150 981 150 TOU: +10.650 TOU: +10.650 SLAB: 450 THK. PARSONS BRINCKERHOFF LTD ABU DHABI DEPARTMENT OF CULTURE AND TOURISM GENERAL NOTES: (NADD) UNLESS NOTED OTHERWISE. DO NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARUP TEL: 310-482-3000 GEHRY PARTNERS, LLP. MODERN AND CONTEMPORARY ART MUSEUM GUGGENHEIM ABU DHABI CULTURAL DISTRICT, SAADIYAT ISLAND SDN1 P7 P.O. BOX 890, ABU DHABI, UAE TURNER CONSTRUCTION -INTERNATIONAL LLC ARUP GULF LTD 12TH FLOOR, PO BOX 78907, CLIENT REFERENCE DRAWING NUMBER: B1N-2018-005679 THESE DRAWINGS SHALL BE READ CONJUNCTION WITH ALL LEGENDS: REINFORCED CONCRETE CONSTRUCTION JOINT TOW WALL EXPANSION JOINT T.O.PC PILE CAP Type TYPE COLUMN VERTICAL ELEMENTS TOP OF UPSTAND LEVEL DIFFERENCE BASEPLATE RFI. REFERENCE NUMBER: As indicated LEVEL 01 ZONE 01 WEST LOBBY UPSTANDS BET. GRIDS (X410-X460) (Y490-Y530) GENERAL ARRANGEMENT, SETTING OUT, SECTIONS SHEET GAD-STJV-CGA-L01-Z01-DWG-004745 12-04-2023 A2-620A, A2-620B, A2-622D S4-309, S4-550, S4-317 01 004745 SCALE: 100 BUILDING 01 UPSTAND LAYOUT PART 02 REFERENCE MODELS: CONCRETE MODEL: GAD-STJV-CGA-PJW-STW-MOD-000000 STEEL EMBEDMENT MODEL: GAD-STES-SST-PJW-Z02-MOD-000009 BUILDERS WORK MODEL: GAD-STAS-BWR-PJW-STW-MOD-000001 SHEET MODEL: GAD-STJV-CGA-PJW-STW-MOD-000013 FEDERATED MODEL: NOTE: THIS LAYOUT ONLY SHOWS PART LEVEL UPSTAND GENERAL ARRANGEMENT COORDINATES FOR BUILDING ZONES B01-4A 4B, B01-3A 3C FOR PART PART CONTINUATION, REFER TO DRAWINGS: GAD-STJV-CGA-L01-Z01-DWG-004746 FOR B01-4A B01-4B LEVEL 01 SLAB, REFER TO DRAWINGS: GAD-STJV-CGA-L01-Z01-DWG-004593 UP TO GAD-STJV-CGA-L01-Z01-DWG-004598 FOR B01-3C LEVEL 01 SLAB, REFER TO DRAWINGS: GAD-STJV-CGA-L01-Z01-DWG-004640 GAD-STJV-CGA-L01-Z01-DWG-004643 GAD-STJV-CGA-L01-Z01-DWG-004646 GAD-STJV-CGA-L01-Z01-DWG-004649 FOR B01-3B LEVEL 01 SLAB, REFER TO DRAWINGS GAD-STJV-CGA-L01-Z01-DWG-004641 UP TO GAD-STJV-CGA-L01-Z01-DWG-004648 004745 SCALE: 1 50 L SECTION L 004745 SCALE: 50 P SECTION P 004745 SCALE: 1 50 M SECTION N 004745 SCALE: 1 50 O SECTION O 004745 SCALE: 50 Q SECTION Q 01 X350 X360 X370 X380 X390 X400 Y510 Y500 Y490 Y480 Y470 SSL:SLAB:450THK.B01-5B+10.325 FORB01-5BLEVEL01SLABDETAILS,REFERTODRAWINGS GAD-STJV-CGA-L01-Z01-DWG-004601 SSL:SLAB:450THK.B01-5A+10.025 FORB01-5ALEVEL01SLABDETAILS,REFERTODRAWINGS GAD-STJV-CGA-L01-Z01-DWG-004601 SSL:SLAB:450THK.B01-3B+10.035
STAIRCASECEFORSTAIRCASECE
FOR UPSTAND GENERAL ARRANGEMENT CONTINUATION REFER GAD-STJV-CGA-L01-Z01-DWG-004744 GAD-STJV-CGA-L01-Z01-DWG-004745 004746 200 36203 29967 200 348.905488.381348.737Y488.490 365.212 Y463.348365.127463.055 B 004746 200RCUPSTAND mmTHK. SSL:SLAB:450THK. +10.135 SSL:SLAB:450THK. +10.135 SSL:SLAB:450THK. +10.155 SSL:SLAB:450THK. +10.155 473.008380.136380.246 472.839 483.003395.579482.835X395.687 150 1592 94 956 1575 125 1272 930 130 150 3159 106686125 130 1068 166 150 367.624496.181367.447496.067 363.818493.899363.773493.692 366.275498.267366.240498.089 363.958495.883364.542496.453X365.424Y496.612 497.234364.918 362.425495.775362.622495.748 TOU:+10.650 TOU:+10.650 004746 14691 900 623 150 11356 3700 11142 150 713 200 915 200 16602 200 915 200 1238 900 2130 150 22616 533 1325 1725 150 150RCUPSTAND mmTHK. 150RCUPSTAND mmTHK. 150RCUPSTAND mmTHK. 200RCUPSTAND mmTHK. TOU:+10.550m TOU:+10.550 TOU:+10.650m TOU:+10.550m TOU:+10.550m 372.604473.939372.559473.732 373.226Y474.013 373.435Y474.059 474.556374.203474.723374.323 150RCUPSTAND mmTHK. 200RCUPSTAND mmTHK. 150RCUPSTAND mmTHK. 483.748388.268388.477 483.793 484.290389.245484.462389.372 200RCUPSTAND mmTHK. 392.805Y487.013486.968X393.013 496.367386.751496.448386.877 384.741499.555384.867Y499.473 378.615509.007378.571Y509.215 375.631510.908375.803510.781 RC UPSTAND 200 mm THK. 200RCUPSTAND mmTHK. 200 39217 489.489342.541489.430X342.818 498.364356.619498.531356.511 501.768361.508361.617 501.600 200RCUPSTAND mmTHK. 200RCUPSTAND mmTHK. 200RCUPSTAND mmTHK. 200RCUPSTAND mmTHK. TOU:+10.550 TOU:+10.550m TOU:+10.550m TOU:+10.550m TOU:+10.550m TOU:+10.550m TOU:+10.550m TOU:+10.550m TOU: +10.550 m 200 4400 200 200 4400 RCUPSTAND 200mmTHK. RCUPSTAND 200mmTHK. X389.823 509.242X389.552 509.159 X396.041511.069395.771511.153 TOU:+10.550m TOU: +10.550 200 2900 200 200 2900 RCUPSTAND 200mmTHK. RCUPSTAND 200mmTHK. 499.255393.685499.322393.986 500.543397.876500.626398.146 TOU: +10.550m TOU: +10.550m Type4C1L (3000mm) TOU:+10.550m E 004746 358.162495.979358.244495.853 2337 150 TOU:+10.500 TOU:+10.500m 370.388504.128370.496503.960 X371.143504.617371.252Y504.449 359.699493.162360.190492.844 391 391.154390.344Y485.645Y485.240 251 372.548505.646372.630505.520372.879505.503 350350150 915 200 200 6683 150 359.181494.405359.307494.486 150RCUPSTAND mmTHK. 150RCUPSTAND mmTHK. fcu 28-DAYS CONCRETE CUBE STRENGTH 28-DAYS CONCRETE CYLINDER STRENGTH MEMBER fcu[MPA] fc[MPA] MAT SLAB/PILE CAPS, TIE BEAMS PILES (N.W) 40 WALLS U.N.O (N.W) CORE WALLS (N.W) COLUMNS (N.W) 40 BEAMS (N.W) 40 LEVEL 1, GROUND LEVEL MEZZANINE, R.C. SLABS, CORE SLABS AND R.C. STAIRS (N.W) 40 SLAB ON GRADE (N.W) NORMAL WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON METAL DECK SLAB) 32 LIGHT WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON METAL DECK SLAB) AND L.W. (SEE NOTE 31) 20 ARCHITECTURAL TOPPING SLABS N.W. AND L.W. (SEE NOTE 31) 28 BLINDING CONCRETE 12 TOU: +10.550 +8.935 B1668 (800x1090dp.) 200 mm THK. SLAB REFER TO SEPARATE DRAWING SSL: +10.025 800 mm THK. RC WALL SSL: +10.325 TOU: +10.650 TOU: +10.650 TOU: +10.650 TOU: +10.650 4586 B1678 (800x1000dp.) TOU: +10.550 SSL: +10.155 SSL: +10.325 (800x1130dp.) (750x1000dp.) SLAB: 450 THK. SLAB: 450 THK. TOU: +10.550 150 mm THK. RC UPSTAND 200 mm THK. 2842 3192 TOU: +10.550 SLAB: 450 THK. B2040 (900x1200dp.) SSL: +10.135 SSL: +10.325 5076 SLAB: 450 THK. TG-488 (1000x1300dp.) B1669 (800x1200dp.) TOU: +10.550 B01-5 PARSONS BRINCKERHOFF LTD ABU DHABI DEPARTMENT OF CULTURE AND TOURISM DIMENSIONS ARE MILLIMETRES AND LEVELS ARE METER (NADD) UNLESS NOTED OTHERWISE. ARE TO FOLLOWED. ARUP 12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA GEHRY PARTNERS, LLP. MODERN AND CONTEMPORARY ART MUSEUM GUGGENHEIM ABU DHABI CULTURAL DISTRICT, SAADIYAT ISLAND SDN1 P7 BOX 890, ABU DHABI, UAE TEL: +971 6500 888 TURNER CONSTRUCTION -INTERNATIONAL LLC ARUP GULF LTD 12TH FLOOR, BOX 78907, B1N-2018-005679 LEGENDS: SSL STRUCTURAL SLAB LEVEL RC REINFORCED CONCRETE THK. THICKNESS T.O.PD TOP PEDESTAL BOC. BOTTOM CONCRETE Type "X" TYPE OF COLUMN "X" WATER PROOFING "TYPE" SHEAR KEY As indicated LEVEL ZONE FLEXIBLE THEATER UPSTANDS BET. GRIDS (X350-X400) (Y470-Y510) GENERAL ARRANGEMENT, SETTING OUT, SECTIONS SHEET 03 12-04-2023 A2-622D, A2-622C, A4-554 S2-622D, S2-622C, S2-622DBP, S2-622CBP 01 004746 SCALE: 100 1 BUILDING 01 UPSTAND LAYOUT PART 03 REFERENCE MODELS: THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH THE FOLLOWING LISTED MODELS: GAD-STJV-CGA-PJW-STW-MOD-000000 STEEL EMBEDMENT MODEL: GAD-STES-SST-PJW-Z02-MOD-000009 GAD-STES-SST-PJW-Z02-MOD-000010 BUILDERS WORK MODEL: GAD-STAS-BWR-PJW-STW-MOD-000001 GAD-STJV-CGA-PJW-STW-MOD-000013 FEDERATED MODEL: GAD-STJV-BIM-PJW-STW-MOD-000001.nwc NOTE: GENERAL ARRANGEMENT COORDINATES FOR BUILDING 01, ZONES B01-5A B01-5B FOR PART PART CONTINUATION, REFER TO DRAWINGS: GAD-STJV-CGA-L01-Z01-DWG-004745 FOR B01-5A LEVEL 01 SLAB DRAWINGS, REFER TO GAD-STJV-CGA-L01-Z01-DWG-004601 UP TO GAD-STJV-CGA-L01-Z01-DWG-004607 FOR B01-3A LEVEL 01 SLAB DRAWINGS, REFER TO GAD-STJV-CGA-L01-Z01-DWG-004644 GAD-STJV-CGA-L01-Z01-DWG-004645 GAD-STJV-CGA-L01-Z01-DWG-004647 GAD-STJV-CGA-L01-Z01-DWG-004648 FOR B01-3C LEVEL 01 SLAB DRAWINGS, REFER TO GAD-STJV-CGA-L01-Z01-DWG-004643 GAD-STJV-CGA-L01-Z01-DWG-004646 GAD-STJV-CGA-L01-Z01-DWG-004649 GAD-STJV-CGA-L01-Z01-DWG-004650 004746 SCALE: 50 A SECTION A 004746 SCALE: 50 B SECTION B 004746 SCALE: 50 C SECTION C 004746 SCALE: 50 D SECTION D 004746 SCALE: 50 E SECTION E 004746 SCALE: 50 F SECTION F 01 01 01 01 Structural Technical Documentation
Partial Structural Plan Partial Structural Plan Structure Partial 3D View Structure Partial 3D View https://www.linkedin.com/in/karl-corre/
DETAILS,REFERTO GAD-STJV-CGA-RFT-Z01-DWG-003057GAD-STJV-CGA-RFT-Z01-DWG-003056DRAWING
beams, columns, slabs, retaining walls, & upstands.
Guggenheim Museum - Abu Dhabi
Structural Technical Documentation
Drawings and 3D shown are authored using Autodesk Revit. The drawing comprises of information rich models for structural staircases, coordinated with steel structure subcontractors.
Dutch Digital Delivery Company/Six Construct - Trojan Joint Venture Structure Staircase 3D View Structure Staircase Plan Structure Staircase Plan 16 EQ. TREADS @280MM 4480 1220 EQ. TREADS @280MM 4200 2256 EQ. TREADS @280MM 4760 1220 EQ. TREADS @280MM 3413 20 23 26 29 32 45 46 48 49 54 57 60 62 63 65 66 06 07 003077 04 003077 51 05 003077 C/C SHEAR KEY DISTANCE C/C SHEAR KEY DISTANCE 2800 C/C SHEAR KEY DISTANCE 2520 C/C SHEAR KEY DISTANCE 2800 TOU: +22.200 08 003077 2231 200 ES1 SURFACE BY FIBREX 300 05 003076 300 TOU: +21.527 TOU: +18.552 m TOU: +16.802 TOU: +15.583 TOU: +12.818 TOU: +11.085 SSL: +19.036 SSL: +21.836 3125 3122 701 1031 1092 2786 1029 1098 3116 758 ES1 SURFACE BY FIBREX C/C SHEAR KEY DISTANCE 1120 STEEL STRUCTURE BY EVS TOPPING SLAB 100MM THK (SUBMITTED SEPARATELY) INSULATION WP3 BUILDUP 68 69 71 72 74 TOU: +23.101 SLOPE: 15% SLOPING SLAB BELOW (REFER METAL DECK DWG) TOU: +23.450 m FACADE UPSTAND 200MM THK FFL: +23.376 FFL: +22.150 05 05 003077 SSL: +23.063 SSL: +21.836 446 1140 370 WATERPROOFING DETAIL REFER SEPARATE DWG ES1 SURFACE (INDICATIVE) ES1 SURFACE (INDICATIVE) 160 STRUCTURAL STEEL MEMBER FOR DETAILS REFER TO EVS SHOP DRAWINGS DECK SLAB INSULATION+WATERPROOFING WP3 BUILDUP TOPPING SLAB, 100MM THK, TYP. (SUBMITTED SEPARATELY) SSL: +21.836 STRUCTURAL STEEL MEMBER EVS SHOP DRAWINGS D2 DECK SLAB 160MM THK WP3 BUILDUP TOPPING SLAB, 100MM THK, TYP. BACKER ROD, TYP. CONTROL JOINT SSL: +15.886 FFL: +16.202 IFC SURFACE (FOR REFERENCE ONLY) STEP LINE 199 200 85 1430 85 300 50 2000 STRUCTURAL STEEL MEMBER FOR DETAILS REFER TO EVS SHOP DRAWINGS ES1 SURFACE (INDICATIVE) BY FIBREX 200MM THK UPSTAND INSULATION WP3 COMPRESSIBLE FILLER 150MM THK 515MM SHEAR KEY (SEE SECTION FOR LEVELS) 185 185 INTERFACE DETAIL BY FIBREX 160MM THK 1400 CHAMFER (INDICATIVE) CHAMFER (INDICATIVE) DETAILS REFER TO SEPARATE DRAWINGS FACADE WATERPROOFING BY FIBREX (INDICATIVE) STRUCTURAL STEEL MEMBER FOR DETAILS REFER TO EVS SHOP DRAWINGS D2 DECK SLAB 160MM THK INSULATION+WATERPROOFING WP3 BUILDUP, 200MM THK TOPPING SLAB, 100MM THK TYP. SHEAR KEY, 150MM THK 515MM 20 TOU: +14.029 160 150 100 100 20X20MM SEALANT 495 392 BY EVS 160MM THK TOPPING SLAB 100MM THK INSULATION WP3 BUILDUP 76 77 TOU: +23.990 SSL: +23.629 TOU: +23.375 m TOU: +23.626 05 446 384 WATERPROOFING DETAIL (INDICATIVE) ES1 ER10 SURFACE (INDICATIVE) 160 75 112 EP1 SLAB REFER TO D2 DECK SLAB 160MM THK WP3 INSULATION TOPPING SLAB (SUBMITTED SEPARATELY) WILL BE SUBMITTED SEPARATELY COMPRESSIBLE FILLER WITH SEALANT OVER BACKER ROD, TYP. SLOPE: SSL: +10.325 STEEL EMBED BY EVERSENDAI PARSONS BRINCKERHOFF LTD ABU DHABI DEPARTMENT OF CULTURE AND TOURISM GENERAL NOTES: (NADD) UNLESS NOTED OTHERWISE. NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARUP 12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA GEHRY PARTNERS, LLP. MODERN AND CONTEMPORARY ART MUSEUM GUGGENHEIM ABU DHABI CULTURAL DISTRICT, SAADIYAT ISLAND SDN1 P7 TURNER CONSTRUCTION -INTERNATIONAL LLC ARUP GULF LTD ABU DHABI, UNITED ARAB EMIRATES B1N-2018-005679 CONSULTANTS' DRAWINGS SPECIFICATIONS LEGENDS: STRUCTURAL SLAB LEVEL THK. THICKNESS T.O.PD TOP OF PEDESTAL BOC. BOTTOM CONCRETE Type WATER PROOFING "TYPE" As indicated ZONE (B01-5 G-107) STAIR AM METAL DECK WAIST SLAB GENERAL ARRANGEMENT DETAILS SHEET 02 OF 02 07-06-2023 A1-650, A5-163, A5-163, A6-300, A6-301 A5-180 00 003077 SCALE: 50 01 STAIR AM SECTION 01 FOR GALLERY 107 METAL DECK DETAILS, PLEASE REFER GAD-STJV-CGA-L1M-Z01-DWG-005001 GAD-STJV-CGA-L1M-Z01-DWG-005002 GAD-STJV-CGA-L1M-Z01-DWG-005003 FOR GALLERY 208 METAL DECK DETAILS, PLEASE REFER TO FOLLOWING SHOPDRAWINGS: GAD-STJV-CGA-L06-Z01-DWG-005230 THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH THE FOLLOWING LISTED MODELS: FEDERATED MODEL STEEL MODEL: GAD-STES-SST-PJW-Z01-MOD-000002 CONCRETE MODEL: GAD-STJV-CGA-PJW-STW-MOD-000000 GAD-STJV-CGA-PJW-STW-MOD-000006 METAL DECK SHEET MODEL: GAD-STJV-CGA-PJW-STW-MOD-000012 GAD-STJV-EWL-PJW-LM1-MOD-010101 WATERPROOFING MODEL: GAD-STPM-ARC-PJW-Z01-MOD-000001 FOR B01-5 LEVEL 01 SLAB DETAILS, PLEASE REFER TO FOLLOWING SHOPDRAWINGS: GAD-STJV-CGA-L01-Z01-DWG-004607 REFERENCE MODELS: 003077 SCALE: 50 02 SECTION 02 003077 SCALE: 1 10 06 TOP OF STAIR AT LANDING 003077 SCALE:1 15 07 INTERMEDIATE LANDING 003077 SCALE:1 15 04 SECTION 04 003077 SCALE: 10 05 SHEAR KEY DETAILS 003077 SCALE: 50 03 SECTION 03 003077 SCALE: 10 08 BOTTOM OF STAIR AT LANDING REFERENCE DRAWINGS: FOR GALLERY 107/GALLERY 208 FACADE DETAILS, PLEASE REFER TO FOLLOWING SHOPDRAWINGS: GAD-STFX-FAS-PJW-Z01-DWG-001203 GAD-STFX-FAS-PJW-Z01-DWG-001402 GAD-STFX-FAS-PJW-Z01-DWG-001302 X350 X360 X370 X380 X390 Y510 Y500 Y490 Y480 Y470 49 LEVELB01-5 01SLAB SSL: SLAB:450THK.+10.025 SSL: LEVELSLAB:160THK.+22.360G-10701MEZZANINE 01 EXTERIORSTAIRCASEAMCAST-IN-PLACECONCRETE OVERMETALDECK 10000 10000 10000 10000 FFL: SLAB: 450 THK. +10.155 X360 X370 X380 Y500 Y490 49 LEVELB01-5 01SLAB SSL: SLAB:450THK.+10.025 SSL:SLAB:160THK. +22.360 G-107 L-01MEZZANINEHIGHLEVEL 4200 1220 17EQ.TREADS@280MM 4760 2256 15EQ.TREADS@280MM 4200 1220 16EQ.TREADS@280MM 4480 200 85 1430 84 200 200 1600 200 200 1600 200 200 1600 200 200 1600 200 300 300 654 300 515 200 515 100 515 200 515 101 100 515 200 515 101 737 300 200mmTHK. 200mmTHK. 200mmTHK. 200mmTHK. 200mmTHK. 200mmTHK. 200mmTHK. 200mmTHK. 200mmTHK. SLAB:FFL:100.0THK.<varies> CONTROLINT.LANDING01 JOINT CONTROLJOINT CONTROLJOINT SLAB:FFL:100.0THK.<varies> SLAB:FFL:100.0THK.<varies> INT.LANDING02 INT.LANDING03 INT.LANDING04 INT.LANDING05 200 1600 200 2000 X362.159498.566362.268498.398 362.950499.077363.058498.909 363.137497.055363.246496.887 X363.928Y497.566364.036497.398 369.438500.894 372.670505.367372.778505.200 373.567505.710373.459505.878 374.366504.321374.475504.154 377.153 Y508.269377.262508.101 378.613509.214 507.689379.362379.529 507.798 506.220380.551 379.931Y502.749380.108502.656 380.387380.210503.276 Y503.182 01 02 003077 04 003077 22336 03 003077 X357.960495.848358.069495.681 358.938494.337359.047494.170 T.O.U:+10.530 T.O.U:+10.530 T.O.U:+13.486 T.O.U:+13.486 T.O.U:+16.250 T.O.U:+16.250 T.O.U:+19.450 T.O.U:+19.400 T.O.U:+22.200 T.O.U: +22.200 T.O.U: +23.450 T.O.U:+23.990 UP UP UP UP UP UP 300 300 1127 515 200 515 1444 1695 1680 1202 4577 1330 300 300 513 507 564 488 773 1430 506.111X380.383 150 150 50 151 151150 50 300 300 336 306 563 566 SLOPE:62% SLOPE:62% 210 210 SLOPE:62% 1430 151 150X150OPENINGFOR STEELCOLUMN,TYP. 765 SLOPE:63% SLOPE:62% SLOPE:63%101 85 200 85 SLOPE:62% SLOPE:62% 06 379.502Y501.941379.679501.847 378.601Y504.083378.778503.989 DOOR (2.SAL.B) REFER ARC DRAWINGS 367.810499.840367.701500.008 368.166500.309368.275Y500.141 369.425500.885 369.330501.062369.316501.053 05 003076 SLOPE:61% SLOPE:63% 358.339496.093358.294495.885 359.394 Y496.776 359.602496.732 361.352498.043361.560497.999 363.519363.727499.401 499.446 366.120500.950365.912500.994 368.304502.542368.512502.498 370.697504.091X370.905504.046 373.562505.945373.770505.900 X375.482Y507.188 375.690507.143 377.912506.616378.080506.725 378.554 Y508.937 379.877Y507.262507.054X379.832 379.029Y504.890 FFL: SLAB:100.0THK. <varies> SLAB:FFL:100.0THK.<varies> 380.762Y503.889380.585503.983 TOU: +23.900 TOU:+23.375 STRCTURAL STEEL MEMBER FOR DETAILS REFER TO EVS SHOP DRAWINGS INSULATION WP3 BUILDUP 200mm THK. UP STAND ASU-DRAINAGE ES1 SURFACE BY FIBREX (INDICATIVE) 300 COMPRESSIBLE SSL: +15.886 SSL: +16.200 ES1 SURFACE FIBREX (INDICATIVE) DOOR 1M.622.B (INDICATIVE) CHAMFER (INDICATIVE) CHAMFER (INDICATIVE) REFER TO GAD-STJV-ARC-PJW-STW-DWG-171120 FOR WATERPROOFING DETAILS, REFER TO SEPARATE DRAWINGS (INDICATIVE) SLOPE: 1% SLOPE: STRCTURAL STEEL MEMBER FOR DETAILS REFER TO EVS SHOP DRAWINGS INSULATION WP3 BUILDUP 200mm THK. UP STAND 200mm THK. UP STAND COMPRESSIBLE FILLER T.O.U: +23.900 T.O.U: +23.990 ASU-DRAINAGE 300 ES1 SURFACE FIBREX (INDICATIVE) EP1 TOPPING SLAB SSL: +23.629 ES1 SURFACE BY FIBREX (INDICATIVE) 100 2.SAL.B DOOR SURFACE (INDICATIVE) CHAMFER (INDICATIVE) CHAMFER (INDICATIVE) FOR WATERPROOFING DETAILS REFER SEPARATE DRAWINGS FACADE WATERPROOFING BY FIBREX (INDICATIVE) PARSONS BRINCKERHOFF LTD ABU DHABI DEPARTMENT OF CULTURE AND TOURISM ALL DIMENSIONS ARE MILLIMETRES LEVELS ARE METER (NADD) UNLESS NOTED OTHERWISE. 900 WILSHIRE BLVD., 19TH FLOOR LOS ANGELES, CALIFORNIA 90017 ARUP ENGINEER GEHRY PARTNERS, LLP. ARCHITECT DATE (dd-mm-yyyy) MODERN AND CONTEMPORARY ART MUSEUM GUGGENHEIM ABU DHABI CULTURAL DISTRICT, SAADIYAT ISLAND SDN1 P7 TURNER CONSTRUCTION -INTERNATIONAL LLC ARUP GULF LTD BOX 78907, B1N-2018-005679 LEGENDS: RC REINFORCED CONCRETE TOW TOP WALL T.O.PD TOP PEDESTAL T.O.PC TOP PILE Type TYPE COLUMN TOU TOP UPSTAND As indicated ZONE (B01-5 G-107) STAIR AM METAL DECK WAIST SLAB GENERAL ARRANGEMENT DETAILS SHEET OF 02 GAD-STJV-CGA-L1M-Z01-DWG-003076 07-06-2023 A1-650, A5-163, A5-163, A6-300, A6-301 A5-180 00 003076 SCALE: 1 200 X STAIRCASE AM KEYPLAN 003076 SCALE: 50 01 STAIRCASE AM PLAN VIEW REFERENCE DRAWINGS: FOR GALLERY 107 METAL DECK DETAILS, PLEASE REFER TO FOLLOWING SHOPDRAWINGS: GAD-STJV-CGA-L1M-Z01-DWG-005001 GAD-STJV-CGA-L1M-Z01-DWG-005002 FOR GALLERY 208 METAL DECK DETAILS, PLEASE REFER TO FOLLOWING SHOPDRAWINGS: GAD-STJV-CGA-L06-Z01-DWG-005230 THIS DRAWING SHOULD BE READ CONJUNCTION WITH THE FOLLOWING LISTED MODELS: GAD-STJV-BIM-PJW-STW-MOD-000001 STEEL MODEL: GAD-STES-SST-PJW-Z01-MOD-000002 CONCRETE MODEL: GAD-STJV-CGA-PJW-STW-MOD-000000 METAL DECK MODEL: GAD-STJV-CGA-PJW-STW-MOD-000006 METAL DECK SHEET MODEL: GAD-STJV-CGA-PJW-STW-MOD-000012 LANDSCAPE MODEL: FOR B01-5 LEVEL SLAB DETAILS, PLEASE REFER TO FOLLOWING SHOPDRAWINGS: GAD-STJV-CGA-L01-Z01-DWG-004601 TO GAD-STJV-CGA-L01-Z01-DWG-004607 REFERENCE MODELS: 003076 SCALE:1 15 05 SECTION 05 003076 SCALE:1 15 06 SECTION - 06 REFERENCE DRAWINGS: FOR GALLERY 107/GALLERY 208 FACADE DETAILS, PLEASE REFER TO FOLLOWING SHOPDRAWINGS: GAD-STFX-FAS-PJW-Z01-DWG-001203 GAD-STFX-FAS-PJW-Z01-DWG-001402 GAD-STFX-FAS-PJW-Z01-DWG-001302 https://www.linkedin.com/in/karl-corre/
Guggenheim Museum - Abu Dhabi
SLOPE SLOPE1.60% TOM +7.25 TOM +6.55 TOM +4.25 TOM +4.25 TOM +4.25 TOM +6.00 TOS +3.70 TOS +3.70 +3.25 +3.00 +3.25 +3.32 +2.89 +5.89 3250 3500 3750 3000 X340 X350 X360 X370 X380 Y470 Y460 Y450 Y440 FS: +3.000 FRL: +2.940 FRL: +2.650 FRL: +3.000 FRL: +2.990 2 LS2 VEHICULAR PAVING LS2 VEHICULAR PAVING LS2 VEHICULAR PAVING ROCK REVETMENT ROCK REVETMENT ROCK REVETMENT LS1 HARDSCAPE STAIRCE REFERTO SEPARATE DRAWINGS REFERTOSEPARATESEAWALL SHOPDRAWINGS REFERTOSEPARATESEAWALL SHOPDRAWINGS REFERTOSEPARATESEAWALL SHOPDRAWINGS EP1FLOORLEVEL01REFERTO SEPARATE DRAWINGS MANHOLE NAME: FMH-04 SIZE: 1500X1500 MANHOLE NAME: EMH-03 SIZE: 2500X3000 MANHOLE NAME: EMH-02 SIZE: 2500X3000 2750 6650 4.42% 3.92% 5.13% 6.33% 7.02% 7.27% 7.28% 6.76% 6.03% 5.19% 4.25% 4.22% 4.42% 4.42% 4.42% 1.57% 7244 CONSTRUCTION CONSTRUCTION JOINTS CONSTRUCTION JOINTS PARSONS BRINCKERHOFF LTD ABU DHABI DEPARTMENT OF CULTURE AND TOURISM GENERAL NOTES: ALL DIMENSIONS MILLIMETRES AND LEVELS ARE METER ARUP GEHRY PARTNERS, LLP. MODERN AND CONTEMPORARY ART MUSEUM GUGGENHEIM ABU DHABI CULTURAL DISTRICT, SAADIYAT ISLAND SDN1 P7 TURNER CONSTRUCTION -INTERNATIONAL LLC ARUP GULF LTD PO BOX 78907, B1N-2018-005679 THESE DRAWINGS SHALL READ CONJUNCTION WITH ALL ARCHI. AND OTHER LEGENDS: THK. THICKNESS T.O.PD PEDESTAL T.O.PC PILE CAP Type WATER PROOFING "TYPE" As indicated Z02 A4 MANHOLE KEY PLAN BET. GRIDS (X340-X380) (Y440-Y470) GENERAL ARRANGEMENT PLAN SHEET 01 OF 03 GAD-STJV-CGA-RFT-Z02-DWG-006230 25-04-2024 A1-422, A4-500 C1-422, C1-601, C1-604, C1-422, C2-422 L2-131, L2-132 GAD-STJV-RFI-CIV-000016 00 006230 SCALE:1 75 1 Z02 A4 MANHOLE KEY PLANTHIS DRAWING SHOULD BE READ CONJUNCTION WITH THE FOLLOWING MODELS: EXTERNAL CONCRETE MODEL: GAD-STJV-CGA-PJW-STW-MOD-000007 GAD-STAS-EWL-PJW-STW-MOD-000001 LANDMASS MODEL: GAD-STJV-EWL-PJW-LM1-MOD-030101 GAD-STAS-BWR-PJW-STW-MOD-000001 SHEET MODEL: GAD-STJV-CGA-PJW-STW-MOD-000013 GAD-STJV-BIM-PJW-STW-MOD-000001.nwd NOTES: MANHOLE INTERIOR FINISH SHALL HAVE LAYERS EPOXY COATING ACHIEVING MANHOLE EXTERNAL FINISH SHALL HAVE LAYERS 4mm BITUMEN SHEET REFERENCE DRAWINGS: GAD-STAS-ELE-PJW-STW-DWG-004102
Dutch Digital Delivery Company/Six Construct - Trojan Joint Venture https://www.linkedin.com/in/karl-corre/ Civil Works Partial Plan View Civil Works Partial Perspective View Landscaping Mounds & topographies modelled through point creation in Civil 3D then importing back to Revit Vehicular roadways modelled in Revit Sea Wall Structure
Guggenheim Museum - Abu Dhabi
Landscaping & Civil Works Technical Documentation
I have also been assigned to modelling the landscape and civil works discipline of Guggenheim - Abu Dhabi. This includes hardscaping works, earthworks, landscape mounds, roadways, and stormwater manholes.
Production of the drawings are authored in Autodesk Revit. While topography of the hardscapes/landscape mounds are made through Civil 3D by points-file data creation, then importing the points-data file back to Revit.
Modelling of these trades have been coordinated with other subcontractor trades such as Facade, Architecture, Structural, & MEP.
Landscaping Mounds & topographies modelled through point creation in Civil 3D then importing back to Revit Vehicular roadways modelled in Revit
2 3500 3750 4000 4250 4500 4750 5000 5250 5500 5750 6000 6250 6500 6750 3500 3750 4000 4250 4500 4750 5000 5250 5500 5750 6000 3500 3750 4000 4250 4500 4750 5000 5250 5500 5750 4000 4250 4500 4750 5000 X270 X280 X290 X300 X310 Y570 Y560 Y550 Y540 LS1B PAVEMENT LS1 HARDSCAPE LS1 HARDSCAPE TANKINFILTRATION2A(BELOW) 10000 10000 10000 10000 ROCK REVETMENTSHOPREFERTOSEAWALL DRAWINGS LS2 (VEHICULAR)PAVEMENT 6553 13000 FRL: +4.210 FRL: +6.160 FRL: +3.650 FRL: +3.330 FRL: +3.160 FRL: +3.400 FRL: +4.090 FRL: +3.100 FRL: +3.100 MANHOLE NAME:S2-3 INNER DIA:1350 MANHOLE NAME:SMH-24 INNER DIA:1100 MANHOLE NAME:SMH-23 INNER DIA:1100 MANHOLE NAME:S2A-3 INNER DIA:1800 MANHOLE NAME:SMH-22 INNER DIA:1100 006211 006211 MANHOLE NAME: FMH-06 SIZE" 1500X1500X1800 006212 006212 MANHOLE NAME:S2-2 INNER DIA:1350 MANHOLE NAME:S2-1 INNER DIA:1500 LANDSCAPING MOUND LANDSCAPING MOUND LS2 (VEHICULAR)PAVEMENT LS2 (VEHICULAR)PAVEMENT LS2 (VEHICULAR)PAVEMENT EP2 8 MANHOLE NAME:S2A-2 INNER DIA:1500 MANHOLE NAME:S2A-1 INNER DIA:1800 10 006214 3250 3000 2750 4.77% 5.14% 5.00% 5.28% 4.67% 5.32% 4.63% 5.32% 4.59% 4.85% 4.48% 4.59% 5.07% 5.06% 7.36% 3.30% 5.71% 6.20% 7.92% 6.05% 6.60% 5.13% 7.77% 8.65% 8.91% 9.40% 9.12% 9.17% 8.83% 8.78% 8.51% 8.50% 8.36% 8.36% SEAWALLSTRUCTUREBELOW REFERSEPARATEDWG OUTFALLMANHOLE PARSONS BRINCKERHOFF LTD ABU DHABI DEPARTMENT OF CULTURE AND TOURISM GENERAL NOTES: ALL DIMENSIONS MILLIMETRES AND LEVELS METER ARE FOLLOWED. ARUP GEHRY PARTNERS, LLP. MODERN AND CONTEMPORARY ART MUSEUM GUGGENHEIM ABU DHABI CULTURAL DISTRICT, SAADIYAT ISLAND SDN1 P7 TURNER CONSTRUCTION -INTERNATIONAL LLC ARUP GULF LTD MUROOR STREET, CLIENT REFERENCE DRAWING NUMBER: BIM B1N-2018-005679 LEGENDS: DSL DRAINAGE SLAB LEVEL TOW TOP WALL T.O.PC TOP PILE CAP Type "X" TYPE OF COLUMN TOU TOP UPSTAND REFERENCE NUMBER: 75 Z03 B7 MANHOLE KEY PLAN BET. GRIDS (X270-X310) (Y540-Y570) GENERAL ARRANGEMENT PLAN SHEET 01 OF 05 18-04-2024 A1-423, A4-500 C1-423, C1-601, C1-710, C2-423, C3-423 GAD-STJV-RFI-CIV-000016 00 006210 SCALE:1 75 1 Z03 B7 MANHOLE KEY PLAN
Dutch Digital Delivery Company/Six Construct - Trojan Joint Venture https://www.linkedin.com/in/karl-corre/
Civil Works Partial Plan View
Civil Works Partial Perspective View
Guggenheim Museum - Abu Dhabi
Marine Work Quay Wall Technical Documentation
The Guggenheim Museumn also features marine work breakwaters and quay walls. As shown on the right figure, the quay wall will be constructed alongside a parking lot behind it.
The quay wall blocks are modelled individually in order to schedule the different sizes, material takeoff, volume, and quantities. They are modelled through use of families and conventional Revit functionalities.
The figure blow shows one of the technical drawings produced & issued for construction works.
Main Concrete Structure Marine Quay Wall
Dutch Digital Delivery Company/Six Construct - Trojan Joint Venture X200 X210 X220 X230 X240 X250 X260 X270 X280 X290 X300 X310 X320 X330 X340 X350 X360 X370 X380 X390 X400 X410 Y450 Y440 Y430 Y420 Y410 Y400 Y390 Y380 Y370 Y360 Y350 Y340 Y330 Y320 Y310 X190 X180 X170 P57 P59P58 P62P61P60 R117077 R122294 R123294 R126294 R127294 R128386 P2 P56 P55 R110077 R103448 R88448 P63 P64 P65 P66 P68P67 P71P70P69 P72 P73 P74 P75 P77P76 P80P79P78 P88P87P86 P85P84 P83 P82 P81 P96P95P94 P93P92 P91 P90 P89 33619 50000 50000 50000 49874 6600 15000 5217 1000 3000 1000 1092 31625 37434 39652 44454 6600 15000 52171000 3000 1000 1092 P97 6600 15000 52171000 10003000 1092 P561 P98 P99 P100 P101 P103P105P104 P102 ORIGINAL WEST QUAY WALL PLEASE REFER TO DRAWING: 000261 WEST QUAY WALL EXTENSION BLOCK BLOCK P70 P69 P68 P67 P66 P65 P64 P63 P71 1092 1000 3000 1000 5217 7003 6600 15000 39911 m -2.592 m +1.500 26.57° 18.43° 45.00° 45.00° CAPPING BEAM FOR QUAY WALL TYPICAL SECTION GAD-STJV-MAW-SDW-Z05-DWG-000131 QUAY WALL RAILING MHHW +0.760 MLLW -0.640 PAVEMENT COMPACTED FILL 1-500KG WEST QUAY WALL SW2 PARSONS BRINCKERHOFF LTD ABU DHABI DEPARTMENT OF CULTURE AND TOURISM ARUP GEHRY PARTNERS, LLP. ARCHITECT MODERN AND CONTEMPORARY ART MUSEUM GUGGENHEIM ABU DHABI CULTURAL DISTRICT, SAADIYAT ISLAND SDN1 P7 BOX 890, ABU DHABI, UAE TURNER CONSTRUCTION -INTERNATIONAL LLC ARUP GULF LTD MUROOR STREET, BIM B1N-2018-005679 LEGENDS: RC REINFORCED CONCRETE C.J CONSTRUCTION JOINT T.O.W TOP OF WALL T.O.S TOP OF SLAB MLLW MEAN LOWER LOW WATER T.O.CB TOP OF CONCRETE BEAM B.O.CB BOTTOM CONCRETE T.O.F TOP OF FOUNDATION SPECIAL BLOCK ON: ALL LEVELS ARE NEW ABU DHABI DATUM (NADD) WHICH IS APPROXIMATELY 1.34m ABOVE CHART DATUM. ALL DIMENSIONS ARE MILLIMETRES AND LEVELS ARE IN METER (NADD) UNLESS NOTED OTHERWISE. CONCRETE SHALL BE GRADE G30P FOR PRECAST BLOCK AND G40F FOR CAST IN-SITU. WITH ALL ARCHI. AND OTHER CONSULTANTS' DRAWINGS DIMENSIONS IMPOSE SURCHARGE LOAD OF MORE THAN 30 KPA THE QUAY WALL HAS BEEN DESIGNED BASED ON ASSUMPTION THAT OVERTOPPING WATER DURING ALL EXPOSED EDGES OF CIS CONCRETE AND PRECAST CONCRETE BLOCKS ARE 25mm CHAMFER AND BOTTOM OF THE LIFTING SOLT. As indicated AM MARINE WORKS BET. GRIDS (X170-X410) (Y310-Y450) WEST QUAY WALL EXTENSION EXCAVATION PLAN VIEW SHEET 01 OF GAD-STJV-MAW-SDW-Z05-DWG-000261 05-06-2024 00 000261 SCALE:1 350 1 WEST QUAY WALL EXTENSION EXCAVATION PLAN QUAY WALL EXTENSION EXCAVATION POINTS 417.441 332.457 416.997 325.844 416.112 312.656 415.911 309.663 56 381.534 341.838 57 375.656 329.542 60 371.681 321.226 61 371.250 320.323 64 336.594 363.756 65 333.697 357.825 68 327.897 345.947 69 326.580 343.252 70 326.141 342.353 QUAY WALL EXTENSION EXCAVATION POINTS 298.248 399.176 291.665 385.698 283.407 368.788 282.968 367.889 253.319 421.118 246.737 407.639 238.040 389.831 236.723 387.135 208.391 443.059 201.808 429.581 193.111 411.773 191.795 409.077 191.356 408.178 QUAY WALL EXTENSION EXCAVATION POINTS 97 178.182 457.813 98 171.600 444.334 101 163.342 427.424 102 162.903 426.525 561 378.755 335.820 REFERENCE MODELS GAD-STJV-MAW-PJW-Z05-MOD-000001 GAD-STJV-MAW-PJW-Z03-MOD-000001 GAD-STJV-MAW-PJW-STW-MOD-000011 FOR WEST QUAY WALL DRAWINGS REFER: GAD-STJV-MAW-SDW-Z05-DWG-000146 GAD-STJV-MAW-SDW-Z03-DWG-000075 TO FOR TYPICAL EXCAVATION SECTION DETAILS, GAD-STJV-MAW-SDW-Z05-DWG-000150 NTS 000261 3D WEST QUAY WALL EXTENSION 3D VIEW 000261 SCALE: 1 100 A TYPICAL QUAY WALL SECTION https://www.linkedin.com/in/karl-corre/
Guggenheim Museum - Abu Dhabi
Dutch Digital Delivery Company/Six Construct - Trojan Joint Venture
Interfacing Details for Metal Deck Flooring
Various floor levels of metal decking are required for the upper floors.
I have been able to work with the interfacing detailing of concrete metal decking slabs with other trades such as structural steel, staircases, railings, & facade. They are coordinated with other professional architects and engineers throughout its production.
Shown on the figures are some of the technical drawings I have produced issued for construction at site.
https://www.linkedin.com/in/karl-corre/ X460 X470 X480 Y600 Y590 Y580 Y570 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 D-1 SSL: SLAB:190THK. +27.390 FORGENERALARRANGEMENTDETAILS,REFERTO GAD-STJV-CGA-L02-Z03-DWG-005093G204LEVEL02 594.315 470.374 594.111 474.281 591.858 A B 005332 D 005332 C 461.696 576.069 462.253 575.748 569.090 462.868 568.583 460.329 575.959 459.857 574.436 572.158 569.795 462.437 568.548 2467 1595 189 189 478.822 599.736 475.068 602.253 473.415 599.385 473.366 599.413 471.633 596.382 471.660 3310 3492 2597 4510 9093 4520 JOINTA07 4210 1346511 HATCHED PORTION 2350 4198 598.551 473.500 594.915 596.067 473.598 599.703 SSL: +27.390 FFL: +27.500 EVERSENDAI METAL DECK TOPPING SLAB 110MM INTERIOR GLAZING (IG5) STEEL STRINGER 6MM THK BENT PLATE 25MM WEATHER SILICONE SSL: +27.390 750 FFL: +27.500 INTERIOR RAILING (IR03) FUTURE GLAZING TOPPING SLAB 110MM 640 INTERIOR RAILING (IR03) FUTURE GLAZING THK (SCREED) DECK SLAB EVERSENDAI FFL: +27.500 SSL: +27.390 EVERSENDAI BEARING PAD SSL: +27.390 FOR ATRIUM BRIDGE GAP SLAB 190MM THK FOR HAUNCH CONNECTION, PLEASE REFER Z01-DWG-000294 Z02-DWG-000548 MJ-A07 (INDICATIVE) 370 FFL: +27.500 110MM THK (SCREED) 254 2350 MEMBER fcu[MOA] fc[MPA] MAT SLAB/PILE CAPS, TIE BEAMS PILES (N.W) 50 40 WALLS U.N.O (N.W) 50 40 CORE WALL (N.W) COLUMN (N.W) 50 40 BEAMS (N.W) LEVEL GROUND LEVEL MEZZANINE, R.C. SLABS, CORE SLABS AND R.C STAIRS (N.W) 50 40 SLAB ON GRADE (N.W) NORMAL WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON 40 32 METAL DECK SLAB) LIGHT WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS,ETC. ON METAL DECK SLAB) ARCHITECTURAL DRAINAGE TOPPING SLABS N.W. 20 AND L.W.(SEE NOTE 31) ARCHITECTURAL TOPPING SLABS N.W. AND L.W. (SEE NOTE LEAN CONCRETE BLINDING CONCRETE 15 12 fcu 28-DAYS CONCRETE CUBE STRENGTH fc 28-DAYS CONCRETE CYLINDER STRENGTH D-1 INDICATES 115mm NORMAL WEIGHT CONCRETE FILL OVER 75m FORMLOK GAGE COMPOSITE FLOOR DECK HOUR FIRE RATING) WITH T12-200 O.C. D-2 INDICATES 85mm LIGHT WEIGHT CONCRETE FILL OVER 75mm FORMLOK 18 GAGE COMPOSITE FLOOR DECK HOUR FIRE RATING) WITH T12-200 O.C., EACH WAY. PARSONS BRINCKERHOFF LTD ABU DHABI ALL DIMENSIONS ARE MILLIMETRES AND LEVELS ARE METER ARE BE FOLLOWED. ARUP GEHRY PARTNERS, LLP. ARCHITECT KEY PLAN MODERN AND CONTEMPORARY ART MUSEUM GUGGENHEIM ABU DHABI CULTURAL DISTRICT, SAADIYAT ISLAND SDN1 P7 TURNER CONSTRUCTION -INTERNATIONAL LLC ARUP GULF LTD 12TH FLOOR, B1N-2018-005679 STRUCTURAL SLAB LEVEL CONSTRUCTION JOINT EXPANSION JOINT PRINTED ON: BOC. BOTTOM CONCRETE DEPARTMENT OF CULTURE AND TOURISM As indicated BUILDING BET. GRIDS (X460-X490) (Y570-Y600) GALLERY 204 LEVEL 02 DECK SLAB LEAVE OUT GENERAL ARRANGEMENT PLAN SECTIONS SHEET GAD-STJV-CGA-L02-Z03-DWG-005332 21-09-2023 A2-660A, A2-660D, A2-661C, A4-664, A5-163 S0-011, S0-012 GAD-STES-RFI-SST-000118 00 005332 SCALE: 100 1 BUILDING 03 GALLERY 204 LEVEL 02 DECK SLAB LEAVE OUT PLAN 005332 SCALE:1 15 A SECTION A 005332 SCALE:1 15 B SECTION B 005332 SCALE:1 15 D SECTION D 005332 SCALE:1 15 C SECTION C NOTE: SUBCONTRACTOR DRAWINGS STAIRCASE AT DRAWING WILL BE SUBMITTED SEPARATELY THIS LAYOUT ONLY SHOW G204 LEVEL 02 SLAB GENERAL ARRANGEMENT AND SETTINGOUT PLAN VIEW AT LEVEL +27.390M FOR GENERAL ARRANGEMENT DETAILS, REFER TO GAD-STJV-CGA-L02-Z03-DWG-005093 FOR ATRIUM BRIDGE MOVEMENT JOINT DETAILS, REFER TO GAD-STES-SST-ATM-STW-DWG-000744 GAD-STES-SST-ATM-STW-DWG-000691 FOR ATRIUM BRIDGE INTERFACE, REFER TO GAD-STJV-ARC-L02-STW-DWG-184106 NOTE: THIS DRAWING SHALL READ CONJUNCTION WITH THE FOLLOWING LISTED MODELS: METAL DECK MODEL: GAD-STJV-CGA-PJW-STW-MOD-000006 STEEL MODEL: GAD-STES-SST-ATM-STW-MOD-000002 GAD-STES-SST-PJW-Z03-MOD-000006 INTERIOR GLAZING MODEL: GAD-STFG-IGL-PJW-STW-MOD-004004 GAD-STFG-IGL-PJW-STW-MOD-006002 FEDERATED MODEL: GAD-STJV-BIM-PJW-STW-MOD-000001.nwc X470 X480 X490 X500 Y550 Y540 Y530 D-2 D-2 D-2 D-2 D-2 D-2 D-2 493.968 532.985 490.666 526.642 486.534 535.537 486.470 533.986 535.247 483.483 530.981 486.470 530.981 2988 1386 5678 4171 4056 500.152 550.646 501.057 546.916 496.548 546.916 3604 550.613 492.369 492.369 3065 541.209 491.956 538.034 482.135 479.017 479.017 536.966 477.734 484.702 539.557 465.618 467.648 534.323 539.055 470.594 539.055 470.594 474.295 478.780 546.031 481.301 483.744 541.651 486.046 547.542 488.168 548.413 489.684 544.381 484.509 550.912 3704 2294 4307 6537 2689 6053 5109 2303 7982 1410 2336 2974 3399 7992 2214 2342 6158 888 SSL:SLAB:160THK. +44.810 FORGENERALARRANGEMENTDETAILSREFERTOGALLERYGAD-STJV-CGA-L04-Z03-DWG-005087301LEVEL04 STAIRCASEAV FORGENERALARRANGEMENTDETAILSREFER SEPARATESHOPDRAWINGS 495.142 538.034 491.956 541.209 005337 005350 005337 005337 MEMBER fcu[MOA] fc[MPA] MAT SLAB/PILE CAPS, TIE BEAMS PILES (N.W) 50 WALLS U.N.O (N.W) CORE WALL (N.W) 50 COLUMN (N.W) 50 BEAMS (N.W) 50 LEVEL GROUND LEVEL MEZZANINE, R.C. SLABS, CORE SLABS AND R.C STAIRS (N.W) 50 SLAB ON GRADE (N.W) 40 NORMAL WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON 40 METAL DECK SLAB) LIGHT WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS,ETC. ON 40 METAL DECK SLAB) ARCHITECTURAL DRAINAGE TOPPING SLABS N.W. 25 AND L.W.(SEE NOTE 31) ARCHITECTURAL TOPPING SLABS N.W. AND L.W. (SEE NOTE 31 LEAN CONCRETE 15 BLINDING CONCRETE 15 12 28-DAYS CONCRETE CYLINDER STRENGTH INDICATES 115mm NORMAL WEIGHT CONCRETE FILL OVER 75m FORMLOK 18 GAGE COMPOSITE FLOOR DECK (2 HOUR FIRE RATING) WITH T12-200 O.C. D-2 18 GAGE COMPOSITE FLOOR DECK HOUR FIRE RATING) WITH T12-200 O.C., EACH WAY. SSL: +44.810 TOU: +45.200 PRIMARY STEEL BY EVERSENDAI 6MM THK BENT PLATE CONCRETE UPSTAND COMPRESSIBLE FILLER DRAINAGE SLAB (INDICATIVE) (DETAILS WILL BE SUBMITTED SEPARATE DRAWINGS) SSL: +44.810 SKYLIGHT SSL: +45.390 150 430 SKYLIGHT BY ALICO EXTERIOR GLAZING ALICO CONCRETE UPSTAND DECK SLAB STRUCTURAL 247 PRIMARY STEEL TOU: +45.200 SSL: +44.810 m FFL (INDICATIVE) BY ALIVO PRIMARY STEEL BY EVERSENDAI GRATING FLOORING D2 DECK SLAB 160MM THK CONCRETE UPSTAND 15 DRAINAGE SLAB (INDICATIVE) (DETAILS WILL SUBMITTED SEPARATE DRAWINGS) ER10 RAILING FFL (INDICATIVE) 75MM THK DECK SLAB SSL: +44.810 SSL: +45.220 TOU: +45.611 EVERSENDAI 005337 SCALE: 100 1 BUILDING 03 -GALLERY 301 LEVEL 04 SLAB LEAVE OUT B03 PARSONS BRINCKERHOFF LTD ABU DHABI DEPARTMENT OF CULTURE AND TOURISM GENERAL NOTES: ALL DIMENSIONS ARE MILLIMETRES AND LEVELS ARE METER (NADD) UNLESS NOTED OTHERWISE. NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. ARUP 12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000 GEHRY PARTNERS, LLP. MODERN AND CONTEMPORARY ART MUSEUM GUGGENHEIM ABU DHABI CULTURAL DISTRICT, SAADIYAT ISLAND SDN1 P7 BOX 890, ABU DHABI, UAE TURNER CONSTRUCTION -INTERNATIONAL LLC ARUP GULF LTD BOX 78907, REFERENCE DRAWING NUMBER: BIM B1N-2018-005679 ARCHI. AND OTHER CONSULTANTS' DRAWINGS SPECIFICATIONS LEGENDS: RC REINFORCED CONCRETE C.J CONSTRUCTION JOINT TOW TOP WALL T.O.PC TOP PILE CAP REFERENCE NUMBER: BOC. BOTTOM CONCRETE Type TOU TOP UPSTAND WP WATER PROOFING "TYPE" LEVEL DIFFERENCE DECK TRANSITION LINE As indicated AM BUILDING BET. GRIDS (X480-X500) (Y520-Y560) G301 LEVEL 04 DECK SLAB LEAVE OUT GENERAL ARRANGEMENT PLAN SECTIONS SHEET 01 OF 24-10-2023 S2-700A, A2-700A, A2-163, A4-664 S0-026, S0-27, S0-011, S0-012 GAD-STES-RFI-SST-000156 00 FOR STEEL STRUCTURE DETAILS REFER TO STEEL SUBCONTRACTOR DRAWINGS STAIRCASE AT DRAWING WILL BE SUBMITTED SEPARATELY PLAN VIEW AT LEVEL +51.810M METAL DECK SLAB LEAVE OUT ONLY. FOR GENERAL ARRANGEMENT DETAILS, REFER TO GAD-STJV-CGA-L05-Z03-DWG-005201 NOTE: THIS DRAWING SHALL BE READ CONJUNCTION WITH THE FOLLOWING LISTED MODELS: METAL DECK MODEL: GAD-STJV-CGA-PJW-STW-MOD-000012 STEEL MODEL: GAD-STES-SST-ATM-STW-MOD-000001 GAD-STES-SST-PJW-Z03-MOD-000007 FEDERATED MODEL: GAD-STJV-BIM-PJW-STW-MOD-000001.nwc 005337 SCALE:1 15 A SECTION A 005337 SCALE:1 15 D SECTION D 005337 SCALE:1 15 C SECTION - C 005337 SCALE:1 15 B SECTION B X470 Y570 B03-PLATFORMS SSL: SLAB:190THK. +36.390 FORGENERALARRANGEMENTDETAILSPLEASEREFER GAD-STJV-CGA-L03-Z03-DWG-005142 D-1 005338 465.037 573.913 464.915 573.702 463.117 573.744 463.101 573.122 463.050 572.634 567.576 462.973 568.222 668 2347 621 1292 BY EVERSENDAI 005338 465.332 573.275 466.973 572.977 466.388 570.842 465.795 568.681 462.990 569.190 2213 2241 1674 1739 1477 1374 596 1668 400 2022 185 FFL: +36.500 SSL: +36.390 110MM THK (SCREED) METAL DECK BY EVERSENDAI (INDICATIVE) (INDICATIVE) 635 FFL: +36.500 m INTERIOR RAILING (IR03) FUTURE GLAZING TOPPING SLAB 110MM THK (SCREED) PRIMARY STEEL SUPPORT BRACKET fcu[MOA] fc[MPA] MAT SLAB/PILE CAPS, TIE BEAMS PILES (N.W) 50 40 WALLS U.N.O (N.W) 50 40 CORE WALL (N.W) 50 40 COLUMN (N.W) 50 40 BEAMS (N.W) 50 LEVEL GROUND LEVEL MEZZANINE, R.C. SLABS, CORE SLABS AND R.C STAIRS (N.W) 50 40 SLAB ON GRADE (N.W) 40 32 NORMAL WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON METAL DECK SLAB) LIGHT WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS,ETC. ON 40 32 METAL DECK SLAB) ARCHITECTURAL DRAINAGE TOPPING SLABS N.W. 25 20 AND L.W.(SEE NOTE 31) ARCHITECTURAL TOPPING SLABS N.W. AND L.W. 28 (SEE NOTE 31 LEAN CONCRETE 15 12 BLINDING CONCRETE 15 12 fcu 28-DAYS CONCRETE CUBE STRENGTH FORMLOK 18 GAGE COMPOSITE FLOOR DECK HOUR FIRE RATING) WITH T12-200 O.C. D-2 INDICATES 85mm LIGHT WEIGHT CONCRETE FILL OVER 75mm FORMLOK GAGE COMPOSITE FLOOR DECK HOUR FIRE RATING) WITH T12-200 O.C., EACH WAY. PARSONS BRINCKERHOFF LTD ABU DHABI DEPARTMENT OF CULTURE AND TOURISM GENERAL NOTES: ALL DIMENSIONS ARE MILLIMETRES AND LEVELS ARE METER (NADD) UNLESS NOTED OTHERWISE. DO NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARUP ENGINEER GEHRY PARTNERS, LLP. MODERN AND CONTEMPORARY ART MUSEUM GUGGENHEIM ABU DHABI CULTURAL DISTRICT, SAADIYAT ISLAND SDN1 P7 TURNER CONSTRUCTION -INTERNATIONAL LLC ARUP GULF LTD 12TH FLOOR, PO BOX 78907, REFERENCE DRAWING NUMBER: B1N-2018-005679 THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL LEGENDS: SSL STRUCTURAL SLAB LEVEL THK. THICKNESS EXPANSION JOINT T.O.PC TOP PILE REFERENCE NUMBER: PRINTED ON: Type TYPE OF COLUMN As indicated BUILDING 03 BET. GRIDS (X470) (Y570) PLATFORM LEVEL DECK SLAB LEAVE OUT GENERAL ARRANGEMENT PLAN SECTIONS SHEET 01 OF 24-10-2023 S2-680A, S2-681C, S2-680D S0-011, S0-012, S0-026, S0-027, S0-028 00 005338 SCALE: 1 50 1 BUILDING 03 PLATFORM S LEVEL 03 LEAVE OUT 005338 SCALE:1 15 A SECTION A 005338 SCALE:1 15 B SECTION B FOR STEEL STRUCTURE DETAILS REFER TO STEEL SUBCONTRACTOR DRAWINGS STAIRCASE AT DRAWING WILL BE SUBMITTED SEPARATELY THIS LAYOUT ONLY SHOW PLATFORM LEVEL SLAB GENERAL ARRANGEMENT AND SETTINGOUT PLAN VIEW AT LEVEL +36.390M MDETAL DECK SLAB LEAVE OUT ONLY. FOR GENERAL ARRANGEMENT DETAILS, REFER TO GAD-STJV-CGA-L03-Z03-DWG-005142 NOTE: FOR ATRIUM BRIDGE MOVEMENT JOINT DETAILS, REFER TO GAD-STES-SST-ATM-STW-DWG-000744 GAD-STES-SST-ATM-STW-DWG-000691 FOR ATRIUM BRIDGE INTERFACE, REFER TO FOLLOWING LISTED MODELS: METAL DECK MODEL: GAD-STJV-CGA-PJW-STW-MOD-000006 METAL DECK SHEET MODEL: GAD-STJV-CGA-PJW-STW-MOD-000012 STEEL MODEL: GAD-STES-SST-ATM-STW-MOD-000002 GAD-STES-SST-PJW-Z03-MOD-000007 INTERIOR GLAZING MODEL: GAD-STFG-IGL-PJW-STW-MOD-006002 FEDERATED MODEL: GAD-STJV-BIM-PJW-STW-MOD-000001.nwc
https://www.linkedin.com/in/karl-corre/ BCC Building - Argusland Inc.
