Work Porfolio - Karl Corre

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/

Reem East Hills Villa - Reem Island, Abu Dhabi https://www.linkedin.com/in/karl-corre/

KARL IAN CORRE

WORK EXPERIENCE

Abu Dhabi, United Arab Emirates correkarlian@gmail.com | +971-50-439-2782 https://www.linkedin.com/in/karl-corre/

September 2021 - present

BIM Modeller/Specialist/Technician

Dutch Digital Delivery Company - United Arab Emirates

•

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

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.

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

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.

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 • •

https://www.linkedin.com/in/karl-corre/

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 Argusland Inc.

Architectural Model Perspective View

MEP Model (Plumbing & Fire Protection)

Bukidnon Community Cooperative Building Argusland Inc.

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/

Ground Floor Orthographic View

1st Floor Orthographic View

2-Storey Commercial Building Argusland Inc.

1st Floor Plan Drawing

Ground Floor Plan Drawing

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.

https://www.linkedin.com/in/karl-corre/

Building Elevation Drawing

Fire Exit Staircase Drawing

2-Storey Commercial Building Argusland Inc.

B

C

D

E

A

100

CAGAYAN DE ORO OFFICE BUKIDNON OFFICE #80 Argayoso Building Menzi Village Damilag, Manolo Fortich Cruz-Taal-Velez Streets Cagayan de Oro City Bukidnon 856-1171 Fax 856-1172

600

22

C-Channel purlins spaced at 600mm on centers

Head

Date

Sheet Flashing Detail

Head

4-12mm ø DRB Main reinforcing bars for 200x200mm concrete column

Date

100

Head

600

Head

10mm ø DRB lateral ties spaced 1@50mm, 3@100mm, rest @ 250mm on centers

25

3

459 300

BCC Commercial Building

End Flashing Spot Detail

10mm ø DRB lateral ties spaced 1@50mm, 3@100mm, rest @ 250mm on centers

6

Project Location:

3 S3

S1

Damilag, Manolo Fortich Bukidnon

Bukidnon Community Cooperative

Typical 2" (50mm) angle web bars for end flashing framing spaced 600mm on centers

200

09/01/2020 9:02:20 AM

TIN: Approved By:

NGL 200

Structural column

6 S1

0

Edward V. Argayoso

Structural beam

All drawings, specifications and other documents prepared by the designer and his consultants for this project are instruments of the designers for use solely with respect to this project and unless otherwise provided, the designer shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including copyrights. Copies or reproduction of architectural drawings, specifications and other documents for information and reference are prohibited unless expressly authorized by Argusland Inc. in writing.

4-12mm ø DRB Main reinforcing bars 10mm ø DRB lateral ties spaced 1@50mm, 3@100mm, rest at 250mm on centers

Project Title: BCC Commercial Building

2-12mm ø DRB slanted reinforcing bars 10mm ø DRB lateral ties with same spacing

Damilag, Manolo Fortich Bukidnon Owner: Bukidnon Community Cooperative

NGL

4

Date:

PTR:

Date

Civil Engineer PRC:

0

Column - Callout 2 1 : 10

End Flashing Details

7 S1

Column Plan 1 : 10

5 S1

Callout 2 3D View

AS SHOWN

3 S1

S3

KIBC-BIM

OF

AS SHOWN

Column Detail

2 S1

1 : 20

Structural Roof Framing / Fascia Detailing Drawings

Edward V. Argayoso

B

D

AS SHOWN

E

CAGAYAN DE ORO OFFICE BUKIDNON OFFICE #80 Argayoso Building Menzi Village Damilag, Manolo Fortich Cruz-Taal-Velez Streets Cagayan de Oro City Bukidnon 856-1171 Fax 856-1172

600

600

Republic of the Philippines Municipality of Manolo Fortich Bukidnon M.E.O

Office of the Building Official

34.21°

Geodetic

Head

Date

Architectural

600

34.21°

600

1

2

Head

Date

34.21°

Civil

37.00°

4195

600 4404

S2

Head

Date

Head

34.21°

37.00°

600

600

Plumbing

600

4404

Head

600

600

4195

37.00°

45.0 0°

Date

Mechanical

Head

2F FFL

Date

DISCLAIMER: All drawings, specifications and other documents prepared by the designer and his consultants for this project are instruments of the designers for use solely with respect to this project and unless otherwise provided, the designer shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including copyrights. Copies or reproduction of architectural drawings, specifications and other documents for information and reference are prohibited unless expressly authorized by Argusland Inc. in writing.

37.00°

600

4500

Shop Drawings for Construction

Date

Electrical

42.0 0°

2

3

Project Title: BCC Commercial Building

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.

Project Location:

600

Damilag, Manolo Fortich Bukidnon

42.0 0°

Owner: Bukidnon Community Cooperative

600

4

Civil Engineer PRC:

2F FFL

1 S2

False Column Detail 1 : 35

2 S2

False Column Callout 1 : 20

NGL

Date:

PTR:

09/01/2020 9:03:19 AM

TIN: Approved By:

4500

3 S2

False Column Isometric View

Edward V. Argayoso President, Argusland Inc. Drawn by:

Revision No.: Sheet No.:

KIBC-BIM

0

Sheet Content: Scale: AS SHOWN

Facade Column Frame Detailing

https://www.linkedin.com/in/karl-corre/

Seal:

Prepared By:

45.0 0°

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.

Revision No.: Sheet No.:

KIBC-BIM Sheet Content: Scale:

9000

204

204

Column 3D View

Level 3

9000

600

34.21°

34.21°

305

C 1001

Level 3

1001

Drawn by:

Facade Structural Column Reinforcement Detailing

A

09/01/2020 9:03:16 AM

TIN: Approved By:

President, Argusland Inc.

Revision No.: Sheet No.:

Sheet Content: Scale:

Date:

PTR:

President, Argusland Inc. Drawn by:

Seal:

Prepared By:

Civil Engineer PRC:

Typical hardiflex exterior ceiling with paint finish

Date

DISCLAIMER:

Seal:

Prepared By:

Typical 2" (50mm) angle bars for exterior ceiling supports spaced 600mm on centers

Date

Project Location:

2-12mm ø DRB Slanted reinforcing bars

Owner:

1 : 10

Head

Electrical

Head

25

10mm ø DRB lateral ties for slanted bars (same spacing)

Project Title:

Typical roof end flashing

200 150

Typical 25mm concrete covering

4-12mm ø DRB Main reinforcing bars

All drawings, specifications and other documents prepared by the designer and his consultants for this project are instruments of the designers for use solely with respect to this project and unless otherwise provided, the designer shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including copyrights. Copies or reproduction of architectural drawings, specifications and other documents for information and reference are prohibited unless expressly authorized by Argusland Inc. in writing.

Typ. hardiflex exterior ceiling with painted finish

C-Channel purlins for roofing purlins spaced at 600mm on centers

Typical 25mm concrete covering

Date

72

Typical rib-typed roofing with painted finish

Callout 1 3D View

Head

Typical 25mm concrete covering

559

Angle bar support for exterior ceiling

1 S1

1 : 10

DISCLAIMER:

Typical GI sheet end flashing

Date

Mechanical

Head

Angle bars spaced 600mm on centers

3

Date

Column - Callout 1

4 S1

Date

100 86

C-Channel purlins spaced 600mm on centers

End Flashing Isometric View

Head

Mechanical

51

Date

Plumbing

Electrical

51

Typ. plain round bar sag rods

Head

25

Typical rib-typed roofing

Date

Civil

2-12mm ø DRB Slanted reinforcing bars

Plumbing

2

Typical 2" (50mm) angle web bars for flashing frame spaced 600mm on centers

2-12mm ø DRB slanted reinforcing bars

Date

Civil

1:5

15

Head

Architectural

Typical 25mm concrete covering

600

4 S3

22

Typical hardiflex exterior ceiling with paint finish

2 S3

Office of the Building Official

10mm ø DRB lateral ties spaced 1@50mm, 3@100mm, rest at 250mm on centers

1

Architectural

22

Typical roof end flashing

4

Republic of the Philippines Municipality of Manolo Fortich Bukidnon M.E.O

4-12mm ø DRB Main reinforcing bars for concrete column Geodetic

Head

1 S3

4500

4

25

Typical purlin sag rods

Typical 2" (50mm) angle bars for exterior ceiling supports spaced 600mm on centers

2

CAGAYAN DE ORO OFFICE BUKIDNON OFFICE #80 Argayoso Building Menzi Village Damilag, Manolo Fortich Cruz-Taal-Velez Streets Cagayan de Oro City Bukidnon 856-1171 Fax 856-1172

2F FFL

S1

Office of the Building Official

E

Geodetic

197

1

D

600

4500

Republic of the Philippines Municipality of Manolo Fortich Bukidnon M.E.O

22

As-built double angle roof trusses

C

2F FFL

96

Typical rib-typed roofing

B

860

A

AS SHOWN

S2 OF

AS SHOWN

S1 OF

3 Bedroom Residential Building - 3D Views Argusland Inc.

Perspective View - 1

Orthographic View - Floor Plan

Menzi New Town 3 Bedroom Model House Argusland Inc.

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.

Construction of Menzi New Town Subdivision & land development is ongoing today.

https://www.linkedin.com/in/karl-corre/

Orthographic View - Plumbing Layout

Villa Residential Building Dutch Digital Delivery Company

Four Bedroom Villa - Landscaping Perspective

Reem East Hills Villa - Reem East Hills, Abu Dhabi

Dutch Digital Delivery Company

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.

Production included modelling of pools, shrubs, hardscapes, planting, & paving for the building.

https://www.linkedin.com/in/karl-corre/

Four Bedroom Villa - Landscaping Perspective

Villa Residential Building

Shrubs/Groundcover Plan

Reem East Hills Villa - Reem East Hills, Abu Dhabi

Dutch Digital Delivery Company

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/

Hardscaping/Pavement Plan

Villa Residential Building

Reem East Hills Villa - Reem East Hills, Abu Dhabi

Dutch Digital Delivery Company

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/

Guggenheim Museum - Abu Dhabi Dutch Digital Delivery Company / Six Construct - Trojan Joint Venture (STJV)

Irregular shaped gallery buildings

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 museum concrete structure, facade, cones, rooms, etc.

Conical Structures Around the Museum

Key Diagram

Design Intent - Guggenheim Museum - Perspective

https://www.linkedin.com/in/karl-corre/

Guggenheim Museum - Abu Dhabi Dutch Digital Delivery Company / Six Construct - Trojan Joint Venture (STJV)

2 main structural core walls with 5-6 levels which the upper metal decking floors will attach onto.

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.

Garden Areas with landscaping

Large Cone Plaza Area

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.

Google Maps: 24°32’22.2”N 54°23’57.8”E

Structural piles & pile caps

Entrance Area Structure with concrete tree pits.

This area will also feature a Security/Entry Building

Perspective View of Concrete Structure

https://www.linkedin.com/in/karl-corre/

Guggenheim Museum - Abu Dhabi Dutch Digital Delivery Company/Six Construct - Trojan Joint Venture

8

2900 200

m 50 0.5 +1

R

FO

50 6 2261

7 8.47 3 X 38 3.79 8 Y 48 8.26 8 X 38 3.74 Y 48

TO U: 50

0.5

+1 m 3 4.32 3 X 37 4.72 3 Y 47 4.20 6 X 37 4.55 Y 47

A MEMBER OF THE WSP GROUP

P.O. BOX 447445, SKY TOWER, LEVEL 36 OFFICE UNIT 3602, REEM ISLAND, ABU HDHABI, UAE TEL: +971 2 652 9222. FAX: +971 2 677 9772

800 200

SSL: +10.025 m

TOU: +10.550 m SLAB: 450 THK.

+8.935 m

600

TOU: +10.550 m

200

MAIN CONTRACTOR:

SSL: +10.025 m

STAIRCASE CE WAIST SLAB REFER TO SEPARATE DRAWING

800 mm THK. RC WALL

PROJECT NAME

GUGGENHEIM ABU DHABI ZONE

CULTURAL DISTRICT, SAADIYAT ISLAND

B

SECTION A SCALE: 1 : 50

SECTION B

SECTOR NO.

PLOT NO.

SDN1

SCALE: 1 : 50

004746

SSL: +10.325 m

1575

94

956

94

1592

TOU: +10.650 m TOU: +10.650 m

150

TOU: +10.650 m

B1678 (800x1000dp.)

C

TOU: +10.550 m

P7

SLAB: 450 THK.

D

SCALE: 1 : 50

m

1209

SSL: +10.035 m

B2040 (900x1200dp.)

4725

200

SSL: +10.135 m

SLAB: 450 THK.

850

1200

E

F

SECTION E

As indicated

B1N-2018-005679

TOU: +10.550 m

OFFICIAL USE ONLY

B1669 (800x1200dp.)

SECTION F SCALE: 1 : 50

004746

SCALE: 1 : 50

Structure Partial 3D View

SCALE

12-04-2023 ADM PROJECT NUMBER:

TG-488 (1000x1300dp.)

004746

01

GAD-STJV-CGA-L01-Z01-DWG-004746 DATE (dd-mm-yyyy)

5076

SSL: +10.325 m

REVISION NO.

DRAWING NUMBER

SCALE: 1 : 50

TOU: +10.550 m 150

TOU: +10.550 m

200

SECTION D

450

1009

LEVEL 01 ZONE 01 FLEXIBLE THEATER UPSTANDS 01 BET. GRIDS (X350-X400) & (Y470-Y510) GENERAL ARRANGEMENT, SETTING OUT, & SECTIONS SHEET 03

SLAB: 450 THK. TG-477 (750x1000dp.)

B1656 (800x1130dp.)

004746

SLAB: 450 THK.

DRAWING TITLE

SSL: +10.325 m

SSL: +10.155 m

SECTION C

004746

150 mm THK. RC UPSTAND

150

2842

450

125

TOU: +10.650 m

3

3620

200

MODERN AND CONTEMPORARY ART MUSEUM

1000

0 +1 5 U: 3 0.1 HK. +1 L: 0T SS B: 45 A SL

TO

3192

200 mm THK. RC UPSTAND TOU: +10.550 m

4586

450

200

600

200 mm THK. UPSTAND SLAB: 450 THK.

m

A

m

200

SCALE: 1 : 100

2 5.21 8 X 36 3.34 7 Y 46 5.12 5 X 36 3.05 Y 46

12TH FLOOR, ABU DHABI UNIVERSITY TOWER, AL MUROOR STREET, PO BOX 78907, ABU DHABI, UNITED ARAB EMIRATES

PARSONS BRINCKERHOFF LTD ABU DHABI

550

0 .50

6 0.24 9 X 38 2.83 6 Y 47380.13 8 X 3.00 Y 47

m

004746

BUILDING 01 - UPSTAND LAYOUT PART 03

ARUP GULF LTD

415

713

200

5 3.43 9 X 37 4.05 6 Y 47 3.22 3 X 37 4.01 Y 47

50

0.5

+1

1

900 WILSHIRE BLVD., 19TH FLOOR LOS ANGELES, CALIFORNIA 90017 USA TEL: 310-578-4400

SUPERVISION CONSULTANT

450

150

U:

TO 50

0.5

+1

T

0.5

+1

B1668 (800x1090dp.)

K. TH D mm TAN 200 UPS RC U:

ARUP

CONSULTANT-OF-RECORD

1615

150

K. TH D mm TAN 200 UPS RC

200

915

1000

7

CE

2996

SE

CA

D mm TAN 200 UPS RC

TO

12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000

: OU

004746 01

550

AIR ST

ING AW DR R TO 056 EFE G-003 057 ,R ILS -DW G-003 ETA -Z01 W E D FT 01-D E C A-R -Z AS V-CG A-RFT IRC TA -STJ -CG R S GAD -STJV D GA

FO

004746

ARCHITECT

m 50

800

0 .55

10

:+

U TO

GEHRY PARTNERS, LLP.

PROJECT DESCRIPTION

X 37 3.93 9 Y 47 2.55 2 X 37 3.73 K. TH Y 47

A

4 0.34 0 X 39 5.24 2 Y 48 9.37 2 X 38 4.46 5 Y 48 9.24 0 X 38 4.29 Y 48

150

m

K. TH D mm TAN 150 UPS 4 2.60 9 RC

004746

200

RSH RSH APPROVED

750

0.5

2

1660

K. TH D mm TAN 150 UPS RC

Y470

1238

K. TH D mm TAN 150 UPS 35 RC 0.1 HK. +1 L: 0T SS B: 45 A K. SL TH D mm TAN 200 UPS RC

F

RB

4 1.15 5 X 39 5.64 Y 48

+1

R

RE -004 SS B: 45 S, A AIL -DWG SL ET B D -Z01 SLA A-L01 L 01 G VE TJV-C A LE D-S 01-5 GA

900

915

K. TH D mm TAN 150 UPS RC

MMG MMG CHECKED

P.O. BOX 890, ABU DHABI, UAE TEL: +971 2 6500 888

7 5.68 5 X 39 2.83 9 Y 48 5.57 3 X 39 3.00 Y 48

U:

B0 L: +10.0 0 THK. FER TO60D1

GS

IN AW

200

2130

251

TO

m

A 1-5 25

150

01

K. TH D mm TAN 200 UPS RC

KRL KRL DRAWN

CONSULTANTS

450

50

+

15-05-2023 12-04-2023 DATE

DEPARTMENT OF CULTURE AND TOURISM

Type4C1L (3000mm)

5 2.80 3 X 39 7.01 Y 48 013 3. 8 X 39 6.96 Y 48

0.5

+1

U:

TO

0m

0 10.5

FOR APPROVAL FOR APPROVAL ISSUE DESCRIPTION.

ENGINEER

150

U:

K. TH D mm TAN 150 UPS RC

FO

K. TH D mm TAN 150 UPS RC

RB

FO

01 00 NO.

PROJECT OWNER

TURNER CONSTRUCTION -INTERNATIONAL LLC

640

TO

004746

Y480

SS B: 45 S, R -004 G IL A SL DETA 01-DW B -Z SLA A-L01 L 01 -CG VE LE -STJV -3C GAD B01

2 1114

1 2.54 9 X 34 9.48 8 Y 48342.81 0 X 9.43 Y 48

B

RFI. REFERENCE NUMBER:

450

m 50 0.6 +1

O RT 1 FE RE -00460 SS B: 45 S, A AIL -DWG SL ET B D -Z01 SLA A-L01 L 01 -CG VE LE -STJV B D 01-5 GA

BOC. BOTTOM OF CONCRETE Type "X" TYPE OF COLUMN VERTICAL ELEMENTS WP "X" WATER PROOFING "TYPE" TOU TOP OF UPSTAND LEVEL DIFFERENCE SK SHEAR KEY BP BASEPLATE

CLIENT REFERENCE DRAWING NUMBER:

1090

U:

B L: +1 0 TH

STRUCTURAL SLAB LEVEL REINFORCED CONCRETE CONSTRUCTION JOINT THICKNESS TOP OF WALL EXPANSION JOINT TOP OF PEDESTAL TOP OF PILE CAP

A2-622D, A2-622C, A4-554 S2-622D, S2-622C, S2-622DBP, S2-622CBP S4-306, S4-305, S4-316, S4-340

GS C WIN RA 1-3 35 B0 L: +10.0 0 THK. EFER TO64D0

GS

WIN

A DR

SSL RC C.J THK. TOW E.J T.O.PD T.O.PC

PROJECT MANAGER

395

TO

7 U: 6.87 8 TO X 38 6.44 1 Y 49 6.75 7 X 38 6.36 Y 49

150

-5B 01 0.325 K.

K. TH D mm TAN 200 UPS RC

X 39 Y 50 8.146 0.

X 39 626

Y 50 7.876 20 0.54 RC 0 mm 3 UP TH ST K. AN D

3700

166

m

01

K. TH D mm TAN 200 UPS RC

200

969

TO

50

0.6

1 :+

U

150

8 3.81 9 X 36 3.89 3 Y 49 3.77 2 X 36 3.69 Y 49

2900

01

4 7.62 1 X 36 6.18 7 Y 49 7.44 7 X 36 6.06 Y 49

LEGENDS:

SS B: 45 S, RE -004 G IL A SL DETA 01-DW B -Z SLA A-L01 L 01 -CG VE LE -STJV -3A GAD

C

125 1066 86

3159

150

533

391

20 B01 OR RC 0 mm UP TH F 200 ST K. AN D

X 39 Y 49 3.986 9.32 X 39 2 Y 49 3.685 9.25 5

004746

1068

930 5 2.42 5 X 36 5.77 2 Y 49 2.62 8 X 36 5.74 Y 49

1325

1 9.18 5 X 35 4.40 7 Y 49 9.30 6 X 35 4.48 Y 49 9 9.69 2 X 35 3.16 Y 49 190 0. 4 X 36 2.84 Y 49

94

130

1592

125

1575

m

956

2 4.54 3 X 36 5.88 8 Y 49 3.95 2 X 36 6.61 Y 491272

1725

m

150

94

200

7 4.86 5 X 38 9.55 1 Y 49 384.74 3 X 9.47 Y 49

0.38 8 X 37 4.12 6 Y 50 0.49 0 X 37 3.96 Y 50

R

FO

GS A WIN RA 1-3 35 B0 L: +10.0 0 THK. FER TO64D1

FOR UPSTAND GENERAL ARRANGEMENT CONTINUATION REFER TO GAD-STJV-CGA-L01-Z01-DWG-004745

3 1.14 7 X 37 4.61 2 Y 50 371.25 9 X 4.44 Y 50

E

004746

1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METER (NADD) UNLESS NOTED OTHERWISE. 2. DO NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. 3. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHI. AND OTHER CONSULTANTS' DRAWINGS & SPECIFICATIONS

525

m

BIM

GENERAL NOTES:

20 RC 0 mm UP TH ST K. AN D

525

50

0.5

+1

GS

WIN

RA OD RT 1 0 FE SS B: 45 RE -00464 S, A SL AIL -DWG ET B D -Z01 SLA A-L01 L 01 -CG E V LE -STJV -3B GAD B01

5 6.27 7 X 36 8.26 0 Y 49 6.24 9 X 36 8.08 Y 49

8 4.91 4 X 36 7.23 Y 49 5.424 3 X 36 6.45 Y 49

01

50

0.6

+1

U:

TO

130

2 8.16 9 X 35 5.97 4 Y 49 8.24 3 X 35 5.85 Y 49

5 8.90 0 X 34 8.49 Y 48 8.737 1 X 34 8.38 Y 48

200

55 0.1 HK. +1 L: 0T SS B: 45 m A SL 50 0.5 +1 U: O T

150

50

0.5

+1

1

1469

2337

1 6.51 1 X 35 8.53 9 Y 49 6.61 4 X 35 8.36 Y 49

U:

TO

3921

Y500

X350

FOR B01-3C LEVEL 01 SLAB DRAWINGS, REFER TO 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 GAD-STJV-CGA-L01-Z01-DWG-004650

Y490

U:

TO

7

FOR B01-3A & 3B LEVEL 01 SLAB DRAWINGS, REFER TO GAD-STJV-CGA-L01-Z01-DWG-004641 GAD-STJV-CGA-L01-Z01-DWG-004642 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

K. TH D mm TAN 200 UPS RC

01

6 1135

FOR B01-5A & 5B LEVEL 01 SLAB DRAWINGS, REFER TO GAD-STJV-CGA-L01-Z01-DWG-004601 UP TO GAD-STJV-CGA-L01-Z01-DWG-004607

200

915

623

3500 15 350

K. TH D mm TAN 200 UPS K. RC TH D mm TAN 150 UPS RC

FOR PART 1 & PART 2 CONTINUATION, REFER TO DRAWINGS: GAD-STJV-CGA-L01-Z01-DWG-004745 GAD-STJV-CGA-L01-Z01-DWG-004746

200

55 0.1 HK. +1 L: 0 T 900 SS B: 45 A SL

350

X360

7 1.61 0 X 36 1.60 8 Y 50 1.50 8 X 36 1.76 Y 50

THIS LAYOUT ONLY SHOWS PART 3 LEVEL 01 UPSTAND GENERAL ARRANGEMENT & COORDINATES FOR BUILDING 01, ZONES B01-5A & B01-5B

+

B01-5

450

U:

TO

0m

1525

12

0.55

680

15

fcu 28-DAYS CONCRETE CUBE STRENGTH fc 28-DAYS CONCRETE CYLINDER STRENGTH

6683

U: +1

X 39 Y 51 6.041 1.15 3 X 39 Y 51 5.771 1.06 9

200

BLINDING CONCRETE

NOTE:

B 1-3 35 B0 L: +10.0 THK.

8

2.54 6 X 37 5.64 0 Y 50372.63 0 X 5.52879 Y 50372. 3 X 5.50 Y 50

0m

5 10.5

m 50 0.5 +1

12

U:

28

15

TO

35

LEAN CONCRETE

D

004746

TO 200

1090

20

4400

4400

25

150 150

ARCHITECTURAL DRAINAGE TOPPING SLABS N.W. AND L.W. (SEE NOTE 31) ARCHITECTURAL TOPPING SLABS N.W. AND L.W. (SEE NOTE 31)

Y510

X 38 Y 50 9.823 X 38 9.242 Y 50 9.552 9.15 9

325

32

450

40

20 RC 0 mm UP TH ST K. AN D

200

225

LIGHT WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON METAL DECK SLAB)

X370

450

32

1525

40

200

NORMAL WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON METAL DECK SLAB)

G

004744

TO U: +1 0.55 0m

32

KEY PLAN

X400

TO U: +1 0.55 0m

40

40

X390 FOR UPSTAND GENERAL ARRANGEMENT CONTINUATION REFER TO GAD-STJV-CGA-L01-Z01-DWG-004744

325

40

50

SLAB ON GRADE (N.W)

X380

750

50

LEVEL 1, GROUND LEVEL MEZZANINE, R.C. SLABS, CORE SLABS AND R.C. STAIRS (N.W)

CONCRETE MODEL: 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 SHEET MODEL: GAD-STJV-CGA-PJW-STW-MOD-000013 FEDERATED MODEL: GAD-STJV-BIM-PJW-STW-MOD-000001.nwc

TOU: +10.5 50 m

BEAMS (N.W)

REFERENCE MODELS: THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH THE FOLLOWING LISTED MODELS:

5 8.61 5 X 37 9.21 1 Y 50 8.57 7 X 37 9.00 Y 50

40 40

TO U: +1 0.55 0m

40

50 50

325

40

50

CORE WALLS (N.W) COLUMNS (N.W)

325

fc[MPA]

50

WALLS U.N.O (N.W)

200 mm RC UP THK. STAN D

fcu[MPA]

MAT SLAB/PILE CAPS, TIE BEAMS & PILES (N.W)

X 375 .63 Y 510 1 X 375 .908 .80 Y 510 3 .781

MEMBER

Partial Structural Plan X430

X440

X450

X460

KEY PLAN

0.50

01

450

FOR CONTINUATION, REFER TO GAD-STJV-CGA-L01-Z03-DWG-004752

X 419.472 Y 525.644

6

U: +1 50

0.5 m

https://www.linkedin.com/in/karl-corre/

200

1

BUILDING 01 - UPSTAND LAYOUT PART 02 SCALE: 1 : 100

U:

TO

200

50

0.5

+1

175

450 450 175

450

200

515

200 mm THK. RC UPSTAND

SSL: +10.035 m

450 750

9

2285

X 45 Y 49 3.774 6.676 X 45 Y 49 3.958 6.596

ARUP

ENGINEER

900 WILSHIRE BLVD., 19TH FLOOR LOS ANGELES, CALIFORNIA 90017 USA TEL: 310-578-4400

12TH FLOOR, ABU DHABI UNIVERSITY TOWER, AL MUROOR STREET, PO BOX 78907, ABU DHABI, UNITED ARAB EMIRATES

B1117 (900x1200dp.)

SUPERVISION CONSULTANT

PARSONS BRINCKERHOFF LTD ABU DHABI

SECTION P

A MEMBER OF THE WSP GROUP

SCALE: 1 : 50

P.O. BOX 447445, SKY TOWER, LEVEL 36 OFFICE UNIT 3602, REEM ISLAND, ABU HDHABI, UAE TEL: +971 2 652 9222. FAX: +971 2 677 9772

981

150

979

150

981

TOU: +10.650 m

150

PROJECT NAME

SSL: +10.325 m

GUGGENHEIM ABU DHABI

450

325

150

325

1357

821

12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000

ARUP GULF LTD

B1124 (900x1200dp.)

CS

THIS LAYOUT ONLY SHOWS PART 2 LEVEL 01 UPSTAND GENERAL ARRANGEMENT & COORDINATES FOR BUILDING 01, ZONES B01-4A & 4B, B01-3A & 3C

.550 m

THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH THE FOLLOWING LISTED MODELS: CONCRETE MODEL: 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 SHEET MODEL: GAD-STJV-CGA-PJW-STW-MOD-000013 FEDERATED MODEL: GAD-STJV-BIM-PJW-STW-MOD-000001.nwc

Partial Structural Plan

TOU: +10.550 m

ZONE

SLAB: 450 THK.

CULTURAL DISTRICT, SAADIYAT ISLAND SECTOR NO.

Q SECTION Q 004745

PLOT NO.

SDN1

SCALE: 1 : 50

P7

PROJECT DESCRIPTION

MODERN AND CONTEMPORARY ART MUSEUM DRAWING TITLE

REFERENCE MODELS: 6067

200 mm THK. RC UPSTAND

RSH RSH APPROVED

DEPARTMENT OF CULTURE AND TOURISM

SE

AIR CA 0m

.55

0 +1

TOU: +10

m

MMG MMG CHECKED

CONSULTANT-OF-RECORD

TOU: +10.650 m

ST .824

0m

X 431.992 Y 482.146 X 431.977 Y 482.345

TO 6761

5

X 425.967 Y 482.630 X 426.013 Y 482

1097

0.55

4.09 5 X 41 1.67 Y 48 4.036 8 X 41 1.39 Y 48

004745

22

0m TO U: +1

0.55

0m 0.55 U: +1 200

Drawings and 3D shown are authored using Autodesk Revit. The drawing comprises of information rich models such as structural beams, columns, slabs, retaining walls, & upstands. Openings for MEP trades are also provided.

24

X Y 49 451.

30 2.87 5 X Y 49 451. 5 46 2.75 0 0

X 45 2.92 Y X 45 494.67 6 Y 49 2.75 8 4.78 7 5

X 45 Y 49 3.62 5. 9 X 45 844 Y 49 3.450 5.936

X 442.255 Y 499.787 X 441.950 Y 500.017

3 8.02 7 X 40 1.05 4 Y 49 7.96 0 X 40 0.78 Y 49

U: +1

KRL KRL DRAWN

MAIN CONTRACTOR:

NOTE:

6630

15-05-2023 12-04-2023 DATE

P.O. BOX 890, ABU DHABI, UAE TEL: +971 2 6500 888

4400

200 mm THK. RC UPSTAND

P

200 mm THK. RC UPSTAND

TO

FOR APPROVAL FOR APPROVAL ISSUE DESCRIPTION.

PROJECT MANAGER

SCALE: 1 : 50

MEMBER

6889

01

TURNER CONSTRUCTION -INTERNATIONAL LLC

4800 200

004745

U:

9 9.87 8 X 41 5.41 Y 48 880 9. 1 X 41 5.18 Y 48

RFI. REFERENCE NUMBER: GAD-STJV-RFI-STR-000152

PROJECT OWNER

SLAB: 450 THK.

SLAB: 450 THK.

m

Type4C1R (3000mm)

CLIENT REFERENCE DRAWING NUMBER:

ARCHITECT

TOU: +10.550 m

270

SLAB: 450 THK.

L

BOC. BOTTOM OF CONCRETE Type "X" TYPE OF COLUMN VERTICAL ELEMENTS WP "X" WATER PROOFING "TYPE" TOU TOP OF UPSTAND LEVEL DIFFERENCE SK SHEAR KEY BP BASEPLATE

A2-620A, A2-620B, A2-622D S2-620A, S2-620B, S2-622D S4-309, S4-550, S4-317

01 00 NO.

SSL: +10.045 m

O SECTION O

270

TO

1646

THK. 270 mm TAND RC UPS

B01-3C

004745

STRUCTURAL SLAB LEVEL REINFORCED CONCRETE CONSTRUCTION JOINT THICKNESS TOP OF WALL EXPANSION JOINT TOP OF PEDESTAL TOP OF PILE CAP

TOU: +10.500 m

SLAB: 450 THK.

1555

1276

X 434.874 Y 498.768 X 435.104 Y 499.072

6911

M

004745

TO

50

270 23 247

SSL: +10.325 m

TG-451 (800x1000dp.)

THK. mm ND 200 PSTA U RC

SSL: +10.035

0.5

00 m

+10.5

8.798 X 45 1.905 Y 51 9.048 X 45 2.291 Y 51

FO R GA STAIR GA D-STJ CAS D-S V-C E C TJV GA S D -CG -RFT ETA A-R -Z ILS FT-Z 01-D RE 01-D WG FER WG -00305 TO -003 3 054

X 418.808 Y 519.491 X 418.716 Y 517.211

200

0m 0.55 4400

TO U: +1 200

X 40 Y 51 9.262 2.18 2 X 40 Y 51 9.532 2.26 5 200

0m 0.55 4400

TO U: +1 200

TO

00 m

270

50 m

0.5 U: +1

+10.500 m TOU: +10.5

1556

X 40 Y 50 3.690 X 40 1.667 Y 50 3.960 1.75 0

150

.404 X 433 .913 Y 501

X 433.101 Y 500.293

9

1396

FOR B01-3C LEVEL 01 SLAB DETAILS REFER TO DRAWING: GAD-STJV-CGA-L01-Z01-DWG-004640

+1

SCALE: 1 : 50

270 mm THK. RC UPSTAND

270

X 454.788 Y 507.563

m X 431.392 Y 500.237

TOU:

4. 2 X 45 7.02 6 Y 50454.89 9 X 6.91 Y 50

.982 X 441 .762 Y 501 .010 X 442 .563 Y 501

SLAB: 450 THK.

U:

TOU: +10.500 m

X 454.434 Y 509.396

6851

X 441.519 Y 502.920 X 441.556 Y 502.652

270

50 +10.6

THK. 270 mm TAND RC UPS

SSL: +10.035

TO

M SECTION N 004745

270 mm THK. RC UPSTAND

TOU:

SSL RC C.J THK. TOW E.J T.O.PD T.O.PC

+1

677

FOR B01-4 LEVEL 01 SLAB DETAILS REFER TO DRAWING: GAD-STJV-CGA-L01-Z01-DWG-004593

Structural Technical Documentation

.946 X 453 .490 Y 511

TOU:

X 434.732 Y 501.982 X 434.769 Y 501.715

B01-4

Y490

270

m

50 m .380 X 432 .527 Y 504 .562 X 432 .455 Y 504 1483

TOU: +10.550 m

X 429.752 Y 500.236

TOU:

LEGENDS:

1000

m 0.500

GEHRY PARTNERS, LLP.

1045 126

.890 X 429 .702 Y 503 2 .03 X 430 .749 Y 503 .867 X 430 .231 Y 501

+1

1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METER (NADD) UNLESS NOTED OTHERWISE. 2. DO NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. 3. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHI. AND OTHER CONSULTANTS' DRAWINGS & SPECIFICATIONS

CONSULTANTS

150

2473

270 50 TOU: +10.500 m

SSL: +10.325 m

m 0.425

004745

+10.6

150

3988

150

2664

TOU:

200

.029 X 427 .033 Y 506

821

150

BIM

.865 X 430 .578 Y 509

150 1323

.628 X 428 .359 Y 507 .944 X 427 .336 Y 506

9 4.75 751 X 42 500.

8 Y 4.65 560 X 42 500.

Y

X 427.828 Y 500.302

.433 X 453 5 .38 Y 513

1035

150

606

50 m +10.6 TOU: 200 mm THK. RC UPSTAND

0.550

374

2671

150

814

5021

X 426.334 Y 500.401

004745

X 458.708 Y 518.864 X 458.722 Y 518.580

SLAB: 450 THK.

1035

1831

150

0

X 40 Y 49 7.931 X 40 9.420 Y 49 7.881 9.64 4

Q

.308 X 431 .241 Y 508

.083 X 428 .529 Y 508

.794 X 425 .168 Y 506

8

.982 X 424 .077 Y 502 7 .07 X 425 .266 Y 502

207

+1 TOU:

.539 X 430 .561 Y 510 3427

94

.948 2

.022 X 427 .178 Y 508

150

200

.515 X 425 .607 Y 509

.588 X 426 .962 Y 509

2.88 X 42 2.76 Y 50

0m

20

865

.902 X 452 5 .14 Y 515

150

934 150

120

.55

0

50 m +10.6 1785

819

1025

10

+ U:

.983 X 423 .568 94 Y 505 3479

1484

150

TO

.289 X 422 .007 Y 505

X 425 .82 Y 507

.877 X 424 .467 Y 507

TOU: 150

1484

200 mm THK. RC UPSTAND

TOU:

SSL: +10.045

1323

1347

1060

1132

SLAB: 450 THK. FOR B01-4 LEVEL 01 SLAB DETAILS REFER TO DRAWING: GAD-STJV-CGA-L01-Z01-DWG-004593

270 mm THK. RC UPSTAND

.235 X 452 .129 Y 517

.415 X 429 .956 Y 513

150

.370 X 423 .896 Y 508

2 1.32 X 42 5.151 Y 50

FOR B01-3C LEVEL 01 SLAB DETAILS REFER TO DRAWING: GAD-STJV-CGA-L01-Z01-DWG-004641

.444 X 424 .252 Y 509

150 1221

SLAB: 450 THK.

1128

2888

150

20 RC 0 mm UP TH ST K. AN D

94

0.570 X 42 6.661 Y 50

P

SSL: +10.035

X 41 Y 50 0.179 3.66 1 X 40 Y 50 9.908 3.57 8

.804 X 423 .112 Y 507

1830

B01-3A

200

m

1130

1012

1025

120

94

.946 X 419 9 .25 Y 508

.953 X 421 .499 Y 506

4400

004745

1575

.377 X 421 .236 Y 508

20 RC 0 mm UP TH ST K. AN D

0.650

+1 TOU:

150

X 41 3.50 Y X 41509.93 1 Y 51 3.420 0 0.20 5

6455

150

456 X 419.

937 Y 509.

Y500

X 419.106 Y 511.625

200

SSL: +10.325

150

2673

B01-4

150

X 41 Y 51 5.751 4.17 6 X 41 Y 51 5.480 4.09 3

.853 X 420 .821 Y 509 .663 X 420 .916 Y 509

X 40 6.02 Y X 40 505.63 1 Y 50 5.937 8 5.90 8

20 RC 0 mm UP TH ST K. AN D

X 418.869 Y 513.391

200

.782 X 426 .926 Y 512 .592 X 426 .021 Y 513

4400

X 418.736 Y 515.326

Y510

TOU: +10.550 m

20 RC 0 mm UP TH ST K. AN D

47 X 451.3 45 Y 519.0 02 X 451.6 17 Y 518.8

B01-2

270 mm THK. RC UPSTAND

01

B01-4

GENERAL NOTES:

3204

X 458.639 Y 520.379

.500 m

TOU: +10

B01-3

SCALE: 1 : 50

270

TOU: +10.500 m

X 458.383 Y 520.058

REFER TO RFI GAD-STJV-RFI-STR-000152

O

004745

SECTION L

450

200 mm THK. RC UPSTAND

X 419.201 Y 523.573

X 419.009 Y 521.879

01

400 205

L 004745

290 175

SLAB: 450 THK.

Y520

200

SLAB: 450 THK. B1108 (400x800dp.)

SSL: +10.325

SLAB: 450 THK. FOR B01-4 LEVEL 01 SLAB DETAILS REFER TO DRAWING: GAD-STJV-CGA-L01-Z01-DWG-004593

325

270

B01-2A

SSL: +10.325

X 41 Y 52 9.954 8.93 2

200

455

B01-1A

27 RC 0 mm UP THK STA .

ND

20 X 41 11 Y 52 8.136 9.59 3 X 41 Y 52 9.911 8.64 9

515

SSL: +10.035 m

Y530

X 41 1.59 Y X 41 516.15 2 Y 51 1.509 3 6.42 3

TOU: +10.550 m

200

0m

515

U: +1

915

X420

TO

325

X410

FOR PART 1 & PART 3 CONTINUATION, REFER TO DRAWINGS: GAD-STJV-CGA-L01-Z01-DWG-004744 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 GAD-STJV-CGA-L01-Z01-DWG-004650 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

fcu[MPA]

fc[MPA]

MAT SLAB/PILE CAPS, TIE BEAMS & PILES (N.W)

50

40

WALLS U.N.O (N.W)

50

40

50

40

CORE WALLS (N.W) COLUMNS (N.W)

50

40

BEAMS (N.W)

50

40

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

NORMAL WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON METAL DECK SLAB)

40

32

LIGHT WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON METAL DECK SLAB)

40

32

25

20

ARCHITECTURAL DRAINAGE TOPPING SLABS N.W. AND L.W. (SEE NOTE 31) ARCHITECTURAL TOPPING SLABS N.W. AND L.W. (SEE NOTE 31)

35

28

LEAN CONCRETE

15

12

BLINDING CONCRETE

15

12

fcu = 28-DAYS CONCRETE CUBE STRENGTH fc = 28-DAYS CONCRETE CYLINDER STRENGTH

LEVEL 01 ZONE 01 WEST LOBBY UPSTANDS 01 BET. GRIDS (X410-X460) & (Y490-Y530) GENERAL ARRANGEMENT, SETTING OUT, & SECTIONS SHEET 02 DRAWING NUMBER

REVISION NO.

01

GAD-STJV-CGA-L01-Z01-DWG-004745 DATE (dd-mm-yyyy)

12-04-2023

SCALE

As indicated

ADM PROJECT NUMBER:

B1N-2018-005679 OFFICIAL USE ONLY

Structure Partial 3D View

Guggenheim Museum - Abu Dhabi Dutch Digital Delivery Company/Six Construct - Trojan Joint Venture

ES1 SURFACE (INDICATIVE)

FFL: +23.376 m

74

SSL: +23.063 m

73

4200

55

54

53

51

SSL: +19.036 m 701

50

72

48

C/C SHEAR KEY DISTANCE 47

46

TOU: +18.552 m 45

44

43

42

41

40

3125

39

05

38

37

SSL: +15.886 m

TOU: +16.802 m

36

07

70

UPSTAND 200MM THK

69 TOU: +22.401 m 68 FFL: +22.150 m

TOU: +22.200 m

370

SSL: +21.836 m

2800

STEEL STRUCTURE

BY EVS SLOPING SLAB BELOW (REFER METAL DECK DWG)

003077

495

TOU: +23.990 m

392

FFL: +23.901 m 77

SSL: +23.629 m

32

76

ES1 + ER10 SURFACE (INDICATIVE) INSULATION + WP3 BUILDUP

TOU: +23.626 m

003077

30

29

1092

28

27

6

TOU: +15.583 m

26

25

24

05 003077

23

22

SSL: +23.063 m UPSTAND 200MM THK

38

4

2786

21

SSL: +13.122 m

TOU: +14.029 m

20

19

2800

18

17

1029

16

14

12

11

10

9

8

7

6

3116

00 NO.

003077

5

4

TOU: +11.085 m

3

2

FOR APPROVAL ISSUE DESCRIPTION.

07-06-2023 DATE

KRL DRAWN

AI CHECKED

RSH APPROVED

PROJECT OWNER

DEPARTMENT OF CULTURE AND TOURISM

TOPPING SLAB, 100MM THK, TYP.

08

RFI. REFERENCE NUMBER:

WATERPROOFING DETAIL REFER SEPARATE DWG

SCALE: 1 : 50

COMPRESSIBLE FILLER WITH SEALANT OVER BACKER ROD, TYP.

TOU: +12.818 m

13

BOC. BOTTOM OF CONCRETE Type "X" TYPE OF COLUMN VERTICAL ELEMENTS WP "X" WATER PROOFING "TYPE" TOU TOP OF UPSTAND

CLIENT REFERENCE DRAWING NUMBER:

STEP LINE IFC SURFACE (FOR REFERENCE ONLY)

C/C SHEAR KEY DISTANCE 15

1098

STRUCTURAL SLAB LEVEL REINFORCED CONCRETE CONSTRUCTION JOINT THICKNESS TOP OF WALL EXPANSION JOINT TOP OF PEDESTAL TOP OF PILE CAP

A1-650, A5-163, A5-163, A6-300, A6-301 A6-335, A6-336 A5-180

D2 DECK SLAB 160MM THK STEEL STRUCTURE

BY EVS

03 SECTION - 03 003077

SSL RC C.J THK. TOW E.J T.O.PD T.O.PC

TOU: +23.375 m

44

05

LEGENDS:

TOPPING SLAB 100MM THK

75 FFL: +23.375 m

04

31

1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METER (NADD) UNLESS NOTED OTHERWISE. 2. DO NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. 3. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHI. AND OTHER CONSULTANTS' DRAWINGS & SPECIFICATIONS

SCALE: 1 : 50

003077

33

BIM

GENERAL NOTES:

02 SECTION - 02 ES1 + ER10 SURFACE (INDICATIVE)

C/C SHEAR KEY DISTANCE

34

1031

B01-5

INSULATION + WP3 BUILDUP

003077

35

71

1140

003077

2520

003076

SLOPE: 15%

05

TOPPING SLAB 100MM THK (SUBMITTED SEPARATELY)

TOU: +23.101 m

446

05 003077

REFERENCE MODELS: THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH THE FOLLOWING LISTED MODELS: FEDERATED MODEL • 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: 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-004601 TO • GAD-STJV-CGA-L01-Z01-DWG-004607 •

2800 49

4480 16 EQ. TREADS @280MM

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 • 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 •

TOU: +19.777 m 52

1220

15 EQ. TREADS @280MM REFERENCE DRAWINGS:

3150

3122

2256

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-001204 • GAD-STFX-FAS-PJW-Z01-DWG-001402 • GAD-STFX-FAS-PJW-Z01-DWG-001302 •

16 EQ. RISERS @175MM

4760 17 EQ. TREADS @280MM

18 EQ. RISERS @175MM

C/C SHEAR KEY DISTANCE TOU: +21.527 m 64 63 62 61 60 59 58 57 56

2764

06 003077

1220

15 EQ. TREADS @280MM 2800 65

16 EQ. RISERS @173MM

66

2946

67

INSULATION + WATERPROOFING WP3 BUILDUP FFL: +16.202 m

17 EQ. RISERS @173MM

50

3413

2231

100

KEY PLAN

WATERPROOFING DETAIL REFER SEPARATE DWG

C/C SHEAR KEY DISTANCE

TOU: +23.450 m 21548

300 200 85 TOU: +22.200 m

SSL: +21.836 m 300

ES1 SURFACE (INDICATIVE)

1120

FACADE UPSTAND 200MM THK ES1 SURFACE BY FIBREX ES1 SURFACE BY FIBREX

PROJECT MANAGER

CONTROL JOINT

TURNER CONSTRUCTION -INTERNATIONAL LLC P.O. BOX 890, ABU DHABI, UAE TEL: +971 2 6500 888 CONSULTANTS

SSL: +15.886 m

GEHRY PARTNERS, LLP. ARCHITECT

12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000

1

ARUP 758

ENGINEER

D2 DECK SLAB 160MM THK

900 WILSHIRE BLVD., 19TH FLOOR LOS ANGELES, CALIFORNIA 90017 USA TEL: 310-578-4400 CONSULTANT-OF-RECORD

ARUP GULF LTD

12TH FLOOR, ABU DHABI UNIVERSITY TOWER, AL MUROOR STREET, PO BOX 78907, ABU DHABI, UNITED ARAB EMIRATES

STRUCTURAL STEEL MEMBER FOR DETAILS REFER TO EVS SHOP DRAWINGS

SUPERVISION CONSULTANT

PARSONS BRINCKERHOFF LTD ABU DHABI

01 STAIR AM SECTION 01

A MEMBER OF THE WSP GROUP

SCALE: 1 : 50

003077

P.O. BOX 447445, SKY TOWER, LEVEL 36 OFFICE UNIT 3602, REEM ISLAND, ABU HDHABI, UAE TEL: +971 2 652 9222. FAX: +971 2 677 9772

07 INTERMEDIATE LANDING

MAIN CONTRACTOR:

SCALE:1 : 15

003077 FACADE WATERPROOFING

BY FIBREX (INDICATIVE) CHAMFER (INDICATIVE)

PROJECT NAME

2000

GUGGENHEIM ABU DHABI

200

1430

FFL: +22.152 m

85

ZONE

1400 100

SHEAR KEY, 150MM THK X 515MM

D2 DECK SLAB 160MM THK

150MM THK X 515MM SHEAR KEY (SEE SECTION FOR LEVELS) STRUCTURAL STEEL MEMBER FOR DETAILS REFER TO EVS SHOP DRAWINGS

FOR WATERPROOFING DETAILS REFER TO SEPARATE DRAWINGS

ES1 SURFACE (INDICATIVE)

BY FIBREX

DRAWING TITLE

ZONE 01 (B01-5 & G-107) STAIR - AM METAL DECK WAIST SLAB GENERAL ARRANGEMENT DETAILS SHEET 02 OF 02

SSL: +10.325 m

STEEL EMBED

BY EVERSENDAI

D2 DECK SLAB 160MM THK

STRUCTURAL STEEL MEMBER FOR DETAILS REFER TO EVS SHOP DRAWINGS

P7

MODERN AND CONTEMPORARY ART MUSEUM

SLOPE: 2%

INSULATION+WATERPROOFING WP3 BUILDUP

160

INSULATION+WATERPROOFING WP3 BUILDUP, 200MM THK

D2 DECK SLAB 160MM THK

PLOT NO.

SDN1 PROJECT DESCRIPTION

EP1 SLAB REFER TO SEPARATE DRAWINGS

D2 DECK SLAB 160MM THK

TOPPING SLAB, 100MM THK, TYP. (SUBMITTED SEPARATELY)

SECTOR NO.

COMPRESSIBLE FILLER WITH SEALANT OVER BACKER ROD, TYP.

DRAINAGE SLAB 75THK DETAIL WILL BE SUBMITTED SEPARATELY

112

185

TOPPING SLAB, 100MM THK TYP.

160

20

515

300

CULTURAL DISTRICT, SAADIYAT ISLAND

WP3 + INSULATION BUILDUP

SSL: +21.836 m

20X20MM SEALANT

20

150

200

185

TOU: +14.029 m 100

20

160

515

INDICATIVE INTERFACE DETAIL

15

150

103

50 50

INSULATION + WP3 BUILDUP

196

100

COMPRESSIBLE FILLER

15

20

100

ES1 SURFACE

BY FIBREX CHAMFER (INDICATIVE)

150

200MM THK UPSTAND

TOPPING SLAB (SUBMITTED SEPARATELY)

75

1600 85

160

199

REVISION NO.

DRAWING NUMBER

00

GAD-STJV-CGA-L1M-Z01-DWG-003077

SSL: +10.025 m

SCALE

DATE (dd-mm-yyyy)

07-06-2023

STRUCTURAL STEEL MEMBER FOR DETAILS REFER TO EVS SHOP DRAWINGS

As indicated

ADM PROJECT NUMBER:

B1N-2018-005679 OFFICIAL USE ONLY

04 SECTION 04 003077

05 SHEAR KEY DETAILS

SCALE:1 : 15

06 TOP OF STAIR AT LANDING

SCALE: 1 : 10

003077

08 BOTTOM OF STAIR AT LANDING

SCALE: 1 : 10

003077

SCALE: 1 : 10

003077

Structure Staircase Plan KEY PLAN

SL

s> K. rie <va .0 TH 00 :1

1847

7

457 168 0 1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METER (NADD) UNLESS NOTED OTHERWISE. 2. DO NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. 3. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHI. AND OTHER CONSULTANTS' DRAWINGS & SPECIFICATIONS

U:

TO

488 85

02

SSL RC C.J THK. TOW E.J T.O.PD T.O.PC

564

OL

1600

JO

06

200 X 37 Y 50 9.931 X 38 2.749 Y 50 0.108 2.65 6

.

U: +2 3.90

0

X 37 Y 50 9.502 X 37 1.94 1 Y 50 9.679 1.84 7

003076

FF

CLIENT REFERENCE DRAWING NUMBER:

B:

003077

DOOR (2.SAL.B) REFER TO ARC DRAWINGS

1

L-0

00 NO.

FOR APPROVAL ISSUE DESCRIPTION.

07-06-2023 DATE

KRL DRAWN

AI CHECKED

RSH APPROVED

DEPARTMENT OF CULTURE AND TOURISM

<var ie 100. s> 0T HK .

PROJECT MANAGER

TURNER CONSTRUCTION -INTERNATIONAL LLC P.O. BOX 890, ABU DHABI, UAE TEL: +971 2 6500 888 CONSULTANTS

GEHRY PARTNERS, LLP. ARCHITECT

EL

12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000

EV

X350

X360

X370

X380

X390

ARUP

ENGINEER

900 WILSHIRE BLVD., 19TH FLOOR LOS ANGELES, CALIFORNIA 90017 USA TEL: 310-578-4400 CONSULTANT-OF-RECORD

10000

10000

Y510

SL

TE AM CRE SE CON CA LACEECK

SCALE: 1 : 50

FFL: +10.155

R

TE

EX

10000

ARUP GULF LTD

01

SUPERVISION CONSULTANT

003076

-P D AIR T-IN TAL STIOR CAVSER ME

10000

200

01 STAIRCASE AM PLAN VIEW 003076

10000

12TH FLOOR, ABU DHABI UNIVERSITY TOWER, AL MUROOR STREET, PO BOX 78907, ABU DHABI, UNITED ARAB EMIRATES

PARSONS BRINCKERHOFF LTD ABU DHABI A MEMBER OF THE WSP GROUP

P.O. BOX 447445, SKY TOWER, LEVEL 36 OFFICE UNIT 3602, REEM ISLAND, ABU HDHABI, UAE TEL: +971 2 652 9222. FAX: +971 2 677 9772

O

MAIN CONTRACTOR:

SLAB: 450 THK.

Y500

30

0.5

PROJECT NAME

GUGGENHEIM ABU DHABI

SL

L VE

LE

1-5 AB B0 01 SL25 L 10.0 HK. VE SSL: +B: 450 T

LE

10000

+1

RFI. REFERENCE NUMBER:

PROJECT OWNER

DOOR (1M.622.B) REFER TO ARC DRAWINGS

HL 7 10 IG G- NE H 60 .

NI SL: +22.360 THK A ZZ S AB: 1

ME

BOC. BOTTOM OF CONCRETE Type "X" TYPE OF COLUMN VERTICAL ELEMENTS WP "X" WATER PROOFING "TYPE" TOU TOP OF UPSTAND

A1-650, A5-163, A5-163, A6-300, A6-301 A6-335, A6-336 A5-180

L:

SLA

TO

03

STRUCTURAL SLAB LEVEL REINFORCED CONCRETE CONSTRUCTION JOINT THICKNESS TOP OF WALL EXPANSION JOINT TOP OF PEDESTAL TOP OF PILE CAP

X 38 Y 50 0.585 X 38 3.983 Y 50 0.762 3.88 9

300

X 38 Y 50 0.38 X 38 3.18 7 Y 50 0.210 2 3.27 6

507

Y

990

LEGENDS:

5

G0

DIN

N LA

003077

200

+23.

+23. .U:

300

.

INT

T.O

737

1330

X 37 Y 50 9.029 4.89 0

UP

.U:

R NT

:

CO

AB

SL

3 G0 DIN AN ries> K. . L FFL: <va100.0 TH INT

T.O

450

75 3.3 +2

300

601

2

773

85

200

120

1430

63%

6 4.36 1 X 37 4.32 5 Y 50 4.47 4 X 37 4.15 Y 50

515

200

515

101

99

OP

E:

2 7.91 6 X 37 6.61 0 Y 50 8.08 5 X 37 6.72 Y 50

X 37 4.08 Y 50 8.778 3 3.98 9

50 364

00

GENERAL NOTES:

SL

OP

SL

K.

TH

mm

210

200 .U:

BIM

1 0.55 0 X 38 6.22 Y 50 0.383 1 X 38 6.11 63% E: Y 50

UP

200

63%

8 8.93 7 X 35 4.33 7 Y 49 9.04 0 X 35 4.17 Y 49

T.O

2.2

+2

765

INT

86

3.4

+1

B01-5

CO

6 8.16 9 X 36 0.30 Y 50 275 8. 1 X 36 0.14 Y 50

T mm

2 G 0 ries> HK. DIN L: <va 00.0 T INT AN FF SLAB:N1TROL JO

T

: .O.U

101

.L

K.

TH

50

N

mm

.U:

T.O

1 7.70 8 X 36 0.00 0 Y 50 7.81 0 X 36 9.84 Y 49

6.2 +1

CO

200

7 3.13 5 X 36 7.05 6 Y 49 3.24 7 X 36 6.88 Y 49

61%

K.

TH

1 G0 DIN AN s> . . L : <varie0.0 THKINT INT FFLSLAB: 10TROL JO

84

0 160 0 200

UP

62%

mm

9

+1

515

100

0 143

50

200

E:

OP

SL

200

3.92 6 X 36 7.56 Y 49 4.036 8 X 36 7.39 Y 49

200

50 85

151

200

INT

515 8

62%

200

200

1430 200

E:

OP

SL

50

mm

0 160

150

200

E:

OP

SL

151

150

210

151

X 36 7.99 2 Y 49 1.35 3 X 36 8.04 K. Y 49 TH

.U:

T.O

0 .40

E:

OP

SL

0 9.33 2 X 36 1.06316 Y 50369. 053 X 1. 8 Y 50 9.43 4 X 36 0.89 Y 50 9.425 5 X 36 0.88 Y 50

1127

515

16 2 9.60 2 X 35 6.73 Y 49 9.394 6 X 35 6.77 Y 49

9 2.15 6 X 36 8.56 8 Y 49362.26 8 X 8.39 Y 49

M 0 80M 448 S @2 D 0 EA 1.56 9

TR

200

9 8.33 3 X 35 6.09 4 Y 49 8.29 5 X 35 5.88 0 Y 49 7.96 8 X 35 5.84 9 Y 49358.06 1 X 5.68 Y 49

+

.

EQ

200 150

.U:

30

10.5

SL

62%

003077

HK

300

UP

100

0 2.95 7 X 36 9.07058 Y 49363. 909 X 8.

Y 49

04

003077 9 3.51 6 X 36 9.44 7 % K. Y 49 3.72 1 TH E: 62 X 36 9.40 mm SLOP Y 49 200

OP

515

T.O 0

122

Y500

EQ

0 160

15

UP

6

2233

300

86

13.4

+ .U:

200

X360

101

100

05

003076 2 5.91 4 X 36 0.99 Y 50 6.120 0 X 36 0.95 Y 50

M

0M

0 8 420 S @2 AD RE .T

515

TH

E:

20

200

mm

300

654

515

200

336

200

8.30 2 X 36 2.54 2 Y 50 8.51 8 X 36 2.49 Y 50

6

225

62%

306

566

50

6.2

+1

UP

300

4

.U:

T.O

E:

OP

SL

0 160

SCALE:1 : 15

6 X 37 4.04 7 Y 50 0.69 1 X 37 4.09 Y 50 K.

300

200

05 SECTION 05 003076

9 3.45 8 X 37 5.87 7 Y 50 3.56 0 X 37 5.71 Y 50

0

2.67 7 X 37 5.36 Y 50 2.778 0 X 37 5.20 Y 50

563

R FO .

ING YP M EN , T 0 80M OP MN 476 S @2 150 COLU D EA 150X EEL TR ST Q. E 5 17 0.90

ES1 SURFACE BY FIBREX (INDICATIVE)

K.

TH

0 5.69 3 X 37 7.14 2 2 Y 50 5.48 8 3.56 5 37 18 % X 37 5.94 0 X 507. E: 62 Y 50 3.77 0 Y SLOP X 37 5.90 Y 50

0

122

50

9.4

+1

T

FOR WATERPROOFING DETAILS, REFER TO SEPARATE DRAWINGS

STRCTURAL STEEL MEMBER FOR DETAILS REFER TO EVS SHOP DRAWINGS

: .O.U

m 0m

100

300

T.O

3 7.15 9 X 37 8.26 2 Y 50 7.26 1 X 37 8.10 Y 50

300

X370

CHAMFER (INDICATIVE) ASU-DRAINAGE OPENING

04

IN

0

420

SSL: +15.886 m

ING

ND

LA T.

.U:

SSL: +16.200 m

144

00

2.2

+2

mm

EP1 TOPPING SLAB

.U:

T.O

200

200mm THK. UP STAND

DOOR 1M.622.B (INDICATIVE)

5 2 9.83 4 169 X 37 7.05 7 Y 50 9.87 2 9 X 37 7.26 9.52 8 Y 50 X 37 7.79 2 Y 50 9.36 9 X 37 7.68 HK. T Y 50

T.O.U: +16.250 m

4

REFER TO GAD-STJV-ARC-PJW-STW-DWG-171120

300

343

513

900

01

X 37 8.

50

300

COMPRESSIBLE FILLER INSULATION + WP3 BUILDUP

4 8.55 7 X 37 8.93 3 Y 50 8.61 4 X 37 9.21 Y 50

T.O

647

100

X380

AB

ES1 SURFACE BY FIBREX (INDICATIVE)

CHAMFER (INDICATIVE)

L:

FF

FACADE WATERPROOFING BY FIBREX (INDICATIVE)

E 7 ANIN 10 G- EZZ0 M 6 01 L: +22.3 THK.

A

FACADE WATERPROOFING BY FIBREX (INDICATIVE) ES1 SURFACE BY FIBREX (INDICATIVE)

SS B: 16 A SL

Y490 49

200

1600

200

50

CHAMFER (INDICATIVE) 300

SLOPE: 1%

EP1 TOPPING SLAB 100

SLOPE: 1%

6

6

DRAWING TITLE

ZONE 01 (B01-5 & G-107) STAIR - AM METAL DECK WAIST SLAB GENERAL ARRANGEMENT DETAILS SHEET 01 OF 02 REVISION NO.

00

GAD-STJV-CGA-L1M-Z01-DWG-003076 DATE (dd-mm-yyyy)

07-06-2023

REFERENCE DRAWINGS:

SCALE

As indicated

Structural Technical Documentation

ADM PROJECT NUMBER:

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 • 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 • FOR B01-5 LEVEL 01 SLAB DETAILS, PLEASE REFER TO FOLLOWING SHOPDRAWINGS: GAD-STJV-CGA-L01-Z01-DWG-004601 TO • GAD-STJV-CGA-L01-Z01-DWG-004607 •

P7

MODERN AND CONTEMPORARY ART MUSEUM

DRAWING NUMBER

10000

200mm THK. UP STAND

SSL: +23.629 m

REFERENCE MODELS: THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH THE FOLLOWING LISTED MODELS: FEDERATED MODEL 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 • CONCETE SHEET MODEL: GAD-STJV-CGA-PJW-STW-MOD-000011 • METAL DECK MODEL: GAD-STJV-CGA-PJW-STW-MOD-000006 • METAL DECK SHEET MODEL: GAD-STJV-CGA-PJW-STW-MOD-000012 • LANDSCAPE MODEL: GAD-STJV-EWL-PJW-LM1-MOD-010101 •

Y480

100

200mm THK. UP STAND

T.O.U: +23.900 m

PLOT NO.

SDN1

A

15

SECTOR NO.

PROJECT DESCRIPTION

SL

INSULATION + WP3 BUILDUP

100

1-5 AB B0 01 SL25 L 10.0 HK. VE SSL: +B: 450 T

COMPRESSIBLE FILLER

T.O.U: +23.990 m

CULTURAL DISTRICT, SAADIYAT ISLAND

LE

2.SAL.B DOOR SURFACE (INDICATIVE)

1600

CHAMFER (INDICATIVE)

10000

Y490 49

0

2000

ZONE

ASU-DRAINAGE OPENING STRCTURAL STEEL MEMBER FOR DETAILS REFER TO EVS SHOP DRAWINGS

300

B1N-2018-005679

Y470

OFFICIAL USE ONLY

FOR WATERPROOFING DETAILS REFER TO SEPARATE DRAWINGS

ES1 SURFACE BY FIBREX (INDICATIVE) 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-001204 • GAD-STFX-FAS-PJW-Z01-DWG-001402 • GAD-STFX-FAS-PJW-Z01-DWG-001302 •

06 SECTION - 06 003076

SCALE:1 : 15

Structure Staircase Plan

https://www.linkedin.com/in/karl-corre/

X 003076

STAIRCASE AM KEYPLAN SCALE: 1 : 200

Drawings and 3D shown are authored using Autodesk Revit. The drawing comprises of information rich models for structural staircases, coordinated with steel structure subcontractors.

Structure Staircase 3D View

Guggenheim Museum - Abu Dhabi Dutch Digital Delivery Company/Six Construct - Trojan Joint Venture

TOM +4.25 +3.25

TOS +3.70

+3.32

PE SLO % 1.60

+3.00

Vehicular roadways modelled in Revit

+3.25 TOS +3.70

TOM +4.25

Sea Wall Structure

+2.89

X340

X350

X360

10000

X370

10000

%

4.42

10000

FE

RE

2

KEY PLAN

X380

10000

1.57

1 L0 VE S LE AWING OR TE DR LO PARA 1 F TO SE EP REFER

%

O

CE AWINGS AIR E DR STSEPARAT

RT

006231

Y470

LS2 VEHICULAR PAVING

BIM

GENERAL NOTES:

MANHOLE NAME: EMH-03 SIZE: 2500X3000

1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METER (NADD) UNLESS NOTED OTHERWISE. 2. DO NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. 3. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHI. AND OTHER CONSULTANTS' DRAWINGS & SPECIFICATIONS

LEGENDS: SSL DSL C.J THK. TOW E.J T.O.PD T.O.PC

%

10000

4.42

FRL: +3.000 FRL: +2.990

%

4.42

BOC. BOTTOM OF CONCRETE Type "X" TYPE OF COLUMN VERTICAL ELEMENTS WP "X" WATER PROOFING "TYPE" TOU TOP OF UPSTAND

CLIENT REFERENCE DRAWING NUMBER:

RFI. REFERENCE NUMBER:

A1-422, A4-500 C1-422, C1-601, C1-604, C1-422, C2-422 C1-710, C3-422 L2-131, L2-132

GAD-STJV-RFI-CIV-000014 GAD-STJV-RFI-CIV-000016

FS: +3.000

50

27

CONSTRUCTION JOINTS

FRL: +3.000

1

3.92

E S

25-04-2024 DATE

KRL DRAWN

BM CHECKED

JD APPROVED

3750

3000

DEPARTMENT OF CULTURE AND TOURISM PROJECT MANAGER

TURNER CONSTRUCTION -INTERNATIONAL LLC

MANHOLE NAME: FMH-04 SIZE: 1500X1500

FRL: +2.650

FOR APPROVAL ISSUE DESCRIPTION.

PROJECT OWNER

3500

3250

FRL: +2.940 %

4.42

00 NO.

LS1 HARDSCAPE

006231

%

F RE

CK ENT WALL RO TM TE SEAGS VE PARA AWIN RE R TO SHEOP DR

Y460

STRUCTURAL SLAB LEVEL DRAINAGE SLAB LEVEL CONSTRUCTION JOINT THICKNESS TOP OF WALL EXPANSION JOINT TOP OF PEDESTAL TOP OF PILE CAP

P.O. BOX 890, ABU DHABI, UAE TEL: +971 2 6500 888 CONSULTANTS

GEHRY PARTNERS, LLP.

4.25%

ARCHITECT

12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000

10000

ARUP

ENGINEER

900 WILSHIRE BLVD., 19TH FLOOR LOS ANGELES, CALIFORNIA 90017 USA TEL: 310-578-4400

%

4.22

CONSULTANT-OF-RECORD

ARUP GULF LTD 50

12TH FLOOR, ABU DHABI UNIVERSITY TOWER, AL MUROOR STREET, PO BOX 78907, ABU DHABI, UNITED ARAB EMIRATES

CONSTRUCTION JOINTS

66

SUPERVISION CONSULTANT

PARSONS BRINCKERHOFF LTD ABU DHABI

%

5.13

LS2 VEHICULAR PAVING

A MEMBER OF THE WSP GROUP

P.O. BOX 447445, SKY TOWER, LEVEL 36 OFFICE UNIT 3602, REEM ISLAND, ABU HDHABI, UAE TEL: +971 2 652 9222. FAX: +971 2 677 9772

MAIN CONTRACTOR:

F

RE

L CK ENT AWAL RO TMRATE SINEGS VE SEPA RAW REER TOSHOP D

Y450

FRL: +3.150

%

5.19

Landscaping Mounds & topographies modelled through point creation in Civil 3D then importing back to Revit

PROJECT NAME

GUGGENHEIM ABU DHABI

6.33% ZONE

FRL: +2.700 10000

6.03%

CONSTRUCTION JOINTS

REFERENCE DRAWINGS:

CULTURAL DISTRICT, SAADIYAT ISLAND

FOR ASU ELECTRICAL MANHOLE DRAWINGS: GAD-STAS-ELE-PJW-STW-DWG-004102

SECTOR NO.

NOTES: 2%

7.0

MANHOLE EXTERNAL FINISH SHALL HAVE 2 LAYERS - 4mm BITUMEN SHEET 1 LAYER - 6mm BITUBOARD % 7244

%

3

Y440

006232

LS2 VEHICULAR PAVING

7.27

F

RE

L CK ENT AWAL RO TMRATE SINEGS VE SEPA RAW REER TOSHOP D

FRL: +3.000 28%

7.

MANHOLE NAME: EMH-02 SIZE: 2500X3000

SDN1

P7

PROJECT DESCRIPTION

MANHOLE INTERIOR FINISH SHALL HAVE 2 LAYERS EPOXY COATING ACHIEVING MINIMUM DFT 500 MICRONS

6.76

PLOT NO.

MODERN AND CONTEMPORARY ART MUSEUM DRAWING TITLE

Z02 A4 MANHOLE KEY PLAN BET. GRIDS (X340-X380) & (Y440-Y470) GENERAL ARRANGEMENT PLAN SHEET 01 OF 03

REFERENCE MODELS:THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH THE FOLLOWING MODELS: EXTERNAL CONCRETE MODEL: GAD-STJV-CGA-PJW-STW-MOD-000007 MEP MODEL: GAD-STAS-EWL-PJW-STW-MOD-000001 LANDMASS MODEL: GAD-STJV-EWL-PJW-LM1-MOD-030101 BUILDERSWORKS MODEL: GAD-STAS-BWR-PJW-STW-MOD-000001 SHEET MODEL: GAD-STJV-CGA-PJW-STW-MOD-000013 FEDERATED MODEL GAD-STJV-BIM-PJW-STW-MOD-000001.nwd

DRAWING NUMBER

REVISION NO.

00

GAD-STJV-CGA-RFT-Z02-DWG-006230 DATE (dd-mm-yyyy)

25-04-2024

SCALE

As indicated

ADM PROJECT NUMBER:

B1N-2018-005679 OFFICIAL USE ONLY

Civil Works Partial Perspective View+5.89 1 006230

Z02 A4 MANHOLE KEY PLAN SCALE:1 : 75

TOM +6.55

Civil Works Partial Plan View

https://www.linkedin.com/in/karl-corre/ TOM +4.25

TOM +6.00

TOM +7.25

Guggenheim Museum - Abu Dhabi Dutch Digital Delivery Company/Six Construct - Trojan Joint Venture

X270

X280

X290

10000

X300

10000

KEY PLAN

X310

10000

10000

675

0

%

60

8.36

00

LA

ND S MO CAP UN ING D

6500

1 006211

FRL: +6.160

575

0

%

8.36

2 T LS MEN AR) VE UL PA HIC E (V

5500

6250

%

8.51

Y570

MANHOLE NAME:S2-3 INNER DIA:1350

6000

BIM

GENERAL NOTES:

PAV LS1B EM ENT

50

5000

57

475

HAR LS1 DSC APE

575

0

3 006211

00

45

LA

0 525

0

42

ND S MO CAP UN ING D

0

50

10000

0

550

0 50

1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METER (NADD) UNLESS NOTED OTHERWISE. 2. DO NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. 3. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHI. AND OTHER CONSULTANTS' DRAWINGS & SPECIFICATIONS

%

8.50

5250

LEGENDS: SSL DSL C.J THK. TOW E.J T.O.PD T.O.PC

%

8.83

550

0

%

00 40

MANHOLE NAME: FMH-06 SIZE" 1500X1500X1800

BOC. BOTTOM OF CONCRETE Type "X" TYPE OF COLUMN VERTICAL ELEMENTS WP "X" WATER PROOFING "TYPE" TOU TOP OF UPSTAND

CLIENT REFERENCE DRAWING NUMBER:

RFI. REFERENCE NUMBER:

A1-423, A4-500 C1-423, C1-601, C1-710, C2-423, C3-423 L2-132

GAD-STJV-RFI-CIV-000014 GAD-STJV-RFI-CIV-000016

47

50

8.78

STRUCTURAL SLAB LEVEL DRAINAGE SLAB LEVEL CONSTRUCTION JOINT THICKNESS TOP OF WALL EXPANSION JOINT TOP OF PEDESTAL TOP OF PILE CAP

525

0

00

%

9.12

45

5000

00 NO.

%

50

9.17

4750

42

FRL: +3.100

00

47

10000

50

%

8.91

4000 3500

%

0%

9.4

MANHOLE NAME:SMH-24 INNER DIA:1100

JD APPROVED

TURNER CONSTRUCTION -INTERNATIONAL LLC

2

P.O. BOX 890, ABU DHABI, UAE TEL: +971 2 6500 888

006211

CONSULTANTS

GEHRY PARTNERS, LLP. ARCHITECT

6553

12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000

ARUP

ENGINEER

3750

FRL: +3.100

BM CHECKED

PROJECT MANAGER

4250

3750

4.77

KRL DRAWN

FRL: +4.090

4500

5.00

18-04-2024 DATE

DEPARTMENT OF CULTURE AND TOURISM

50

0

400

%

FOR APPROVAL ISSUE DESCRIPTION.

PROJECT OWNER

Y560

900 WILSHIRE BLVD., 19TH FLOOR LOS ANGELES, CALIFORNIA 90017 USA TEL: 310-578-4400

35

00

45

CONSULTANT-OF-RECORD

00

FRL: +3.720

ARUP GULF LTD

12TH FLOOR, ABU DHABI UNIVERSITY TOWER, AL MUROOR STREET, PO BOX 78907, ABU DHABI, UNITED ARAB EMIRATES

FRL: +4.210

4%

5.1

SUPERVISION CONSULTANT

2 T LS MEN AR) VE UL PA HIC E (V

1%

5.7

% 8.65

50

4.67

6%

GUGGENHEIM ABU DHABI

7.3

00

6

6.2

50

5% 6.0

27

10000

ZONE

MANHOLE NAME:SMH-23 INNER DIA:1100

FRL: +3.650

4.63

MANHOLE NAME:S2A-2 INNER DIA:1500

2%

MANHOLE NAME:S2-2 INNER DIA:1350

10 0% 6.6

MANHOLE NAME:S2A-3 INNER DIA:1800

9 006213

MANHOLE NAME:SMH-22 INNER DIA:1100

7%

7.77

%

5.0

%

OU LE

HO

AN

LM

AL

2 T LS MEN AR) VE UL PA HIC E (V

4.48

TF

W LO BE G RE W TU E D UC AT TR AR L S EP AL R S AW FE SE RE

CK ENT L RO TM EAWALGS VE TO S RAWIN RE REFESRHOP D

MANHOLE NAME:S2-1 INNER DIA:1500

%

3%

5.1

P7

DRAWING TITLE

Z03 B7 MANHOLE KEY PLAN BET. GRIDS (X270-X310) & (Y540-Y570) GENERAL ARRANGEMENT PLAN SHEET 01 OF 05

4

MANHOLE NAME:S2A-1 INNER DIA:1800

%

PLOT NO.

SDN1

006212

5.0

4.85

Y540

SECTOR NO.

006214

6%

006214

2

MODERN AND CONTEMPORARY ART MUSEUM

50

2

%

4.59

CULTURAL DISTRICT, SAADIYAT ISLAND

EP

PROJECT DESCRIPTION

37

7

006210

00

006213

5.3

1

40

8

0%

006212

%

006213

A MEMBER OF THE WSP GROUP

P.O. BOX 447445, SKY TOWER, LEVEL 36 OFFICE UNIT 3602, REEM ISLAND, ABU HDHABI, UAE TEL: +971 2 652 9222. FAX: +971 2 677 9772

MAIN CONTRACTOR:

PROJECT NAME

30

2%

5.3

PARSONS BRINCKERHOFF LTD ABU DHABI

L RD S1 SC AP E

HA

50

32

%

INFILT TANK 2A RATION (BELOW )

42

13000

FRL: +3.400 %

3.30

7.9 2%

2 T LS MEN AR) VE UL PA HIC E (V

FRL: +3.160 8%

5.2

Y550

4.59

REVISION NO.

00

GAD-STJV-CGA-RFT-Z03-DWG-006210 DATE (dd-mm-yyyy)

18-04-2024 ADM PROJECT NUMBER:

B1N-2018-005679 OFFICIAL USE ONLY

35 FRL: +3.330

DRAWING NUMBER

SCALE

1 : 75

Landscaping Mounds & topographies modelled through point creation in Civil 3D then importing back to Revit

00 5 006212

Z03 B7 MANHOLE KEY PLAN SCALE:1 : 75

Civil Works Partial Plan View Vehicular roadways modelled in Revit 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.

Civil Works Partial Perspective View

https://www.linkedin.com/in/karl-corre/

Guggenheim Museum - Abu Dhabi Dutch Digital Delivery Company/Six Construct - Trojan Joint Venture

Main Concrete Structure

Marine Quay Wall

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.

KEY PLAN

X170

X180

X190

X200

X210

X220

X230

X240

X250

X260

X270

X280

X290

SW2 NSW 01

X300

ORIGINAL WEST QUAY WALL

P97

WEST QUAY WALL

9

P98

Y440

1- ALL LEVELS ARE IN NEW ABU DHABI DATUM (NADD) WHICH IS APPROXIMATELY 1.34m ABOVE CHART DATUM. 2- ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METER (NADD) UNLESS NOTED OTHERWISE. 3- CONCRETE SHALL BE GRADE G30P FOR PRECAST BLOCK AND G40F FOR CAST IN-SITU. 4- THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHI. AND OTHER CONSULTANTS' DRAWINGS & SPECIFICATIONS 5- DO NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED 6- THE LANDSCAPE DESIGNER IS RESPONSIBLE NOT TO IMPOSE SURCHARGE LOAD OF MORE THAN 30 KPA (INCLUDING THE TRAFFIC AND LANDSCAPING) IN THE EFFECTIVE ZONE OF THE WALL. 7- THE QUAY WALL HAS BEEN DESIGNED BASED ON ASSUMPTION THAT OVERTOPPING WATER DURING STORM WILL BE COLLECTED BY DRAINAGE SYSTEM. 8. ALL EXPOSED EDGES OF CIS CONCRETE AND PRECAST CONCRETE BLOCKS ARE 25mm CHAMFER UNLESS OTHERWISE MENTIONED 9. 25mm ROUND EDGES TO BE PROVIDED ON THE TOP AND BOTTOM OF THE LIFTING SOLT.

WEST QUAY WALL EXTENSION HIGHLIGHTED IN GREEN

P89

P99 5000

0

P100 P90

P1 P10403 P105

1500

0

P1 P10201 P91

3D WEST QUAY WALL EXTENSION 3D VIEW

P81

000261

P9 P93 2

Y410

LEGENDS:

NTS

SSL STRUCTURAL SLAB LEVEL RC REINFORCED CONCRETE C.J CONSTRUCTION JOINT E.J EXPANSION JOINT T.O.W TOP OF WALL T.O.S TOP OF SLAB B.O.S BOTTOM OF SLAB MLLW MEAN LOWER LOW WATER MHHW MEAN HIGHER HIGH WATER

X310

6600

Y420

X320

5000

0

P9 P95 4 P96

P82

X350

52 1000 17

P8 P85 4

00 NO.

6600

P63

X390

4

52 1000 17

GEHRY PARTNERS, LLP. ARCHITECT

12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000

X410

P64

ARUP

ENGINEER

900 WILSHIRE BLVD., 19TH FLOOR LOS ANGELES, CALIFORNIA 90017 USA TEL: 310-578-4400

1000 3000

CONSULTANT-OF-RECORD

ARUP GULF LTD

0

P65 1092

1500

12TH FLOOR, ABU DHABI UNIVERSITY TOWER, AL MUROOR STREET, PO BOX 78907, ABU DHABI, UNITED ARAB EMIRATES

P55 31625

P66

P6 P68 7

A MEMBER OF THE WSP GROUP P.O. BOX 447445, SKY TOWER, LEVEL 36 OFFICE UNIT 3602, REEM ISLAND, ABU HDHABI, UAE TEL: +971 2 652 9222. FAX: +971 2 677 9772

MAIN CONTRACTOR:

P56 8

Y340

PARSONS BRINCKERHOFF LTD

P6 P70 9 P71

ORIGINAL WEST QUAY WALL

37434

P2

R1170

GUGGENHEIM ABU DHABI

R1222

94

P3

QUAY WALL RAILING REFER SEPARATE DRAWINGS

6

P5 P6

Y310

P7 P8 P9

45.00

BLOCK D

P71

+1.500 m

°

MHHW +0.760 m

QUAY WALL EXTENSION EXCAVATION POINTS

BLOCK C

MLLW -0.640 m

P69

QUARRY RUN 1-500KG

+0.408 m

°

45.00

BLOCK B

P70

P67 P64

P68

-2.592 m

BLOCK A

-5.200 m

P66

26.57°

18.43°

P65

TYPICAL QUAY WALL SECTION SCALE: 1 : 100

REFERENCE DRAWINGS: FOR TYPICAL EXCAVATION SECTION DETAILS, PLEASE REFER TO FOLLOWING DRAWING: GAD-STJV-MAW-SDW-Z05-DWG-000150

Point Name 1 2 3 4 5 6 7 8 9 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70

N/S 418.445 417.441 416.997 416.528 416.179 416.112 415.911 415.844 415.771 387.996 381.534 375.656 373.407 372.975 371.681 371.250 370.779 343.176 336.594 333.697 330.625 328.335 327.897 326.580 326.141

E/W 347.424 332.457 325.844 318.859 313.654 312.656 309.663 308.665 307.575 355.345 341.838 329.542 324.835 323.932 321.226 320.323 319.338 377.234 363.756 357.825 351.534 346.846 345.947 343.252 342.353

PLOT NO.

SDN1

P7

PROJECT DESCRIPTION

CAPPING BEAM COMPACTED FILL

A

P4

PAVEMENT

FOR QUAY WALL TYPICAL SECTION DETAILS, REFER TO DRAWING: GAD-STJV-MAW-SDW-Z05-DWG-000131

000261

44454

6294

1092

CULTURAL DISTRICT, SAADIYAT ISLAND

4

1000

R12

3000

R12729

1000

R12838

5217

ZONE

SECTOR NO.

P6 P610 P62

Y320

39911

R12 3294

P5 P598

PROJECT NAME

39652

77

1000 3000

1000

P561

P57

1092

Y330

R1100

5217

77

SCALE:1 : 350

R10344

A

000261

P1 ABU DHABI

6600

Y350

SUPERVISION CONSULTANT

R88448

Y360

7003

QUAY WALL EXTENSION EXCAVATION POINTS Point Name 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95

N/S 325.662 298.248 291.665 288.769 285.696 283.407 282.968 281.652 281.213 280.734 253.319 246.737 243.841 238.479 238.040 236.723 236.284 235.805 208.391 201.808 198.912 193.550 193.111 191.795 191.356

E/W 341.372 399.176 385.698 379.767 373.476 368.788 367.889 365.193 364.295 363.314 421.118 407.639 401.709 390.729 389.831 387.135 386.237 385.255 443.059 429.581 423.650 412.671 411.773 409.077 408.178

QUAY WALL EXTENSION EXCAVATION POINTS Point Name 96 97 98 99 100 101 102 103 104 105 561

N/S 190.877 178.182 171.600 168.703 165.631 163.342 162.903 161.586 161.154 160.668 378.755

E/W 407.197 457.813 444.334 438.403 432.112 427.424 426.525 423.830 422.944 421.950 335.820

MODERN AND CONTEMPORARY ART MUSEUM DRAWING TITLE

MARINE WORKS BET. GRIDS (X170-X410) & (Y310-Y450) WEST QUAY WALL EXTENSION EXCAVATION PLAN VIEW SHEET 01 OF 01 REVISION NO.

DRAWING NUMBER

00

GAD-STJV-MAW-SDW-Z05-DWG-000261 SCALE

DATE (dd-mm-yyyy)

05-06-2024

As indicated

ADM PROJECT NUMBER:

B1N-2018-005679 OFFICIAL USE ONLY

REFERENCE DRAWINGS: FOR WEST QUAY WALL DRAWINGS REFER: GAD-STJV-MAW-SDW-Z05-DWG-000130 TO GAD-STJV-MAW-SDW-Z05-DWG-000146 FOR NEW SEAWALL DRAWINGS REFER TO : GAD-STJV-MAW-SDW-Z03-DWG-000075 TO GAD-STJV-MAW-SDW-Z03-DWG-000080 REFERENCE MODELS: WEST QUAY WALL MODEL: GAD-STJV-MAW-PJW-Z05-MOD-000001 SEAWALL MODEL: GAD-STJV-MAW-PJW-Z03-MOD-000001 SHEET MODEL: GAD-STJV-MAW-PJW-STW-MOD-000011 PRINTED ON:

https://www.linkedin.com/in/karl-corre/

JD APPROVED

P.O. BOX 890, ABU DHABI, UAE TEL: +971 2 6500 888

X400

4987

P7 P79 8 P80

6600

BJS CHECKED

CONSULTANTS

P7 P77 6

15000

KRL DRAWN

TURNER CONSTRUCTION -INTERNATIONAL LLC

P74

WEST QUAY WALL EXTENSION EXCAVATION PLAN

05-06-2024 DATE

PROJECT MANAGER

P75

Y370

FOR APPROVAL ISSUE DESCRIPTION.

DEPARTMENT OF CULTURE AND TOURISM

X370

0

P73

Y380

DREDGED LEVEL -3.000 m

GAD-STJV-RFI-MAW-000015

PROJECT OWNER

0

X380

P63

GAD-STJV-RFI-MAW-000014

SK-900, MA-502, MA-503, MA-506, MA-510

X360

5000

P8 P87 6 P88

000261

RFI. REFERENCE NUMBER:

GAD-TUR-VPR-COM-000023

X340

FOR CAPPING BEAM DETAILS PLEASE REFER TO DRAWING: GAD-STJV-MAW-SDW-Z05-DWG-000262

1092

1000

CLIENT REFERENCE DRAWING NUMBER:

X330 P72

Y390

1

ESW EXISTING SEAWALL T.O.CB TOP OF CONCRETE BEAM B.O.CB BOTTOM OF CONCRETE BEAM NSW NEW SEAWALL T.O.F TOP OF FOUNDATION WG WALL GROOVE T TRANSITION BLOCK SB SPECIAL BLOCK

P83

3000

Y400

1500

Y430

BIM

GENERAL NOTES:

3361

Y450

12-Jun-24 11:23:03 AM

Guggenheim Museum - Abu Dhabi Dutch Digital Delivery Company/Six Construct - Trojan Joint Venture

KEY PLAN

X470

X470

185 110

: SLAB

190

100

50

190

D-1

D-1

390 160

3898

3086

3730

X 495.435 Y 529.080

16

V TO E A REFER

D-2 FOR

PARSONS BRINCKERHOFF LTD ABU DHABI

STRAAL ARRARATENGSHOP DR NE

GE

B 005337

ATRIUM BRIDGE BEARING PAD

SECTOR NO.

D-1

BUILDING 03 GALLERY 204 LEVEL 02 DECK SLAB LEAVE OUT PLAN

NOTE: THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THE FOLLOWING LISTED MODELS:

SCALE: 1 : 100

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-000006 INTERIOR GLAZING MODEL: GAD-STFG-IGL-PJW-STW-MOD-004004 GAD-STFG-IGL-PJW-STW-MOD-006002 DRY WALL PARTITION MODEL: GAD-STMA-ARC-PJW-Z03-MOD-100000 FEDERATED MODEL: GAD-STJV-BIM-PJW-STW-MOD-000001.nwc

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 GAD-STJV-ARC-L02-STW-DWG-184106 NOTE: FOR STEEL STRUCTURE DETAILS REFER TO STEEL SUBCONTRACTOR DRAWINGS

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

40

LEVEL 1, GROUND LEVEL MEZZANINE, R.C. SLABS, CORE SLABS AND R.C STAIRS (N.W)

PLOT NO.

50

40

SLAB ON GRADE (N.W)

40

32

40

LIGHT WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS,ETC. ON METAL DECK SLAB)

40

32

25

20

THIS LAYOUT ONLY SHOW G204 LEVEL 02 SLAB GENERAL ARRANGEMENT AND SETTINGOUT PLAN VIEW AT LEVEL +27.390M MDETAL DECK SLAB LEAVE OUT ONLY. FOR GENERAL ARRANGEMENT DETAILS, REFER TO GAD-STJV-CGA-L02-Z03-DWG-005093

32

ER10 RAILING

BY ALIVO

DRAWING TITLE

STAIR AV

15

ARCHITECTURAL TOPPING SLABS N.W. AND L.W. (SEE NOTE 31

35

28

LEAN CONCRETE

15

12

BLINDING CONCRETE

15

12

247

DRAINAGE SLAB (INDICATIVE) (DETAILS WILL BE SUBMITTED IN SEPARATE DRAWINGS)

B1N-2018-005679

C

D2 DECK SLAB 160MM THK

OFFICIAL USE ONLY

005337

D

SECTION - C SCALE:1 : 15

005337

GENERAL NOTES:

HATCHED PORTION 50MM THK STEEL PLATE

BY EVERSENDAI

1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METER (NADD) UNLESS NOTED OTHERWISE. 2. DO NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. 3. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHI. AND OTHER CONSULTANTS' DRAWINGS & SPECIFICATIONS

668

X 466.973 Y 572.977

LEGENDS:

2241

2232 1374

B

969

1477

X 462.997 Y 569.581 X 462.990 Y 569.190 X 462.973 Y 568.222 X 464.093 Y 567.576

1292

PL

635

D-1 THK.

FO

RM

WP "X" WATER PROOFING "TYPE" LEVEL DIFFERENCE DECK TRANSITION LINE RFI. REFERENCE NUMBER:

SSL: +36.390 m

00 NO.

ER AL GAD AR -STJ RAN V-C GEM GA- EN T SS L03-Z0 DETAI L 3LS SLA : +36.3 DWG-0 PLEA X 465.795 0514 SE B: Y 568.681 REF 190 90 2

AT

BOTTOM OF CONCRETE TYPE OF COLUMN TOP OF UPSTAND VERTICAL ELEMENT

190

2022

110

SSL: +36.390 m

50

BOC. Type "X" TOU

S2-680A, S2-681C, S2-680D A2-680A, A2-681C, A2-680D, A4-635 S0-011, S0-012, S0-026, S0-027, S0-028

FFL: +36.500 m

190

3-

STRUCTURAL SLAB LEVEL REINFORCED CONCRETE CONSTRUCTION JOINT THICKNESS TOP OF WALL EXPANSION JOINT TOP OF PEDESTAL TOP OF PILE CAP

REFERENCE DRAWING NUMBER:

D1 DECK SLAB 190MM THK

FOR APPROVAL ISSUE DESCRIPTION.

24-10-2023 DATE

KRL DRAWN

BM CHECKED

RSH APPROVED

PROJECT OWNER

PRIMARY STEEL

BY EVERSENDAI

S

DEPARTMENT OF CULTURE AND TOURISM

ER

1391

005338

MJ-A13

B0

EN

50 100

1672 2262

GAP

RG

110

185

1674

FO

TOPPING SLAB 110MM THK (SCREED)

D1 METAL DECK SLAB 190MM THK

FFL: +36.500 m

X 466.388 Y 570.842

SSL RC C.J THK. TOW E.J T.O.PD T.O.PC

INTERIOR RAILING (IR03)

BY FUTURE GLAZING SUPPORT BRACKET

TOPPING SLAB 110MM THK (SCREED)

EXPANSION JOINT COVER (INDICATIVE)

2213

2347

ATRIUM BRIDGE FFL (INDICATIVE)

400

190

810

6

621

59

1668

1739

Y570

Shown on the figures are some of the technical drawings I have produced issued for construction at site.

BIM STRUCTURAL STEEL MEMBER

X470

A

005338

PROJECT MANAGER

TURNER CONSTRUCTION -INTERNATIONAL LLC P.O. BOX 890, ABU DHABI, UAE TEL: +971 2 6500 888 CONSULTANTS

ATRIUM BRIDGE BEARING PAD PRIMARY STEEL

BY EVERSENDAI

GEHRY PARTNERS, LLP. ARCHITECT

12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000

ARUP

ENGINEER

A 005338

B

SECTION - A SCALE:1 : 15

005338

900 WILSHIRE BLVD., 19TH FLOOR LOS ANGELES, CALIFORNIA 90017 USA TEL: 310-578-4400

SECTION - B

CONSULTANT-OF-RECORD

ARUP GULF LTD

SCALE:1 : 15

12TH FLOOR, ABU DHABI UNIVERSITY TOWER, AL MUROOR STREET, PO BOX 78907, ABU DHABI, UNITED ARAB EMIRATES

SUPERVISION CONSULTANT

PARSONS BRINCKERHOFF LTD ABU DHABI A MEMBER OF THE WSP GROUP

P.O. BOX 447445, SKY TOWER, LEVEL 36 OFFICE UNIT 3602, REEM ISLAND, ABU HDHABI, UAE TEL: +971 2 652 9222. FAX: +971 2 677 9772

1 005338

MAIN CONTRACTOR:

BUILDING 03 PLATFORM S LEVEL 03 LEAVE OUT SCALE: 1 : 50

PROJECT NAME

GUGGENHEIM ABU DHABI ZONE

CULTURAL DISTRICT, SAADIYAT ISLAND SECTOR NO.

PLOT NO.

SDN1 MEMBER

NOTE: THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THE FOLLOWING LISTED MODELS:

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 GAD-STJV-ARC-L02-STW-DWG-184106 NOTE: FOR STEEL STRUCTURE DETAILS REFER TO STEEL SUBCONTRACTOR DRAWINGS

D-1

INDICATES 115mm NORMAL WEIGHT CONCRETE FILL OVER 75m FORMLOK x 18 GAGE COMPOSITE FLOOR DECK (2 HOUR FIRE RATING) WITH T12-200 O.C.

D-2

INDICATES 85mm LIGHT WEIGHT CONCRETE FILL OVER 75mm FORMLOK x 18 GAGE COMPOSITE FLOOR DECK (2 HOUR FIRE RATING) WITH T12-200 O.C., EACH WAY.

STAIRCASE AT DRAWING WILL BE SUBMITTED SEPARATELY THIS LAYOUT ONLY SHOW PLATFORM S LEVEL 03 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

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

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

40

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

NORMAL WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON METAL DECK SLAB)

40

32

LIGHT WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS,ETC. ON METAL DECK SLAB)

40

32

25

20

ARCHITECTURAL DRAINAGE TOPPING SLABS N.W. AND L.W.(SEE NOTE 31)

P7

PROJECT DESCRIPTION

MODERN AND CONTEMPORARY ART MUSEUM DRAWING TITLE

BUILDING 03 BET. GRIDS (X470) & (Y570) PLATFORM S LEVEL 03 DECK SLAB LEAVE OUT GENERAL ARRANGEMENT PLAN & SECTIONS SHEET 01 OF 01 REVISION NO.

DRAWING NUMBER

00

GAD-STJV-CGA-L03-Z03-DWG-005338 SCALE

DATE (dd-mm-yyyy)

24-10-2023

As indicated

ADM PROJECT NUMBER:

ARCHITECTURAL TOPPING SLABS N.W. AND L.W. (SEE NOTE 31

35

28

LEAN CONCRETE

15

12

BLINDING CONCRETE

15

12

B1N-2018-005679 OFFICIAL USE ONLY

fcu 28-DAYS CONCRETE CUBE STRENGTH fc 28-DAYS CONCRETE CYLINDER STRENGTH PRINTED ON: 24-Oct-23 4:01:18 PM

https://www.linkedin.com/in/karl-corre/

PARSONS BRINCKERHOFF LTD ABU DHABI

FOR GENERAL ARRANGEMENT DETAILS, REFER TO GAD-STJV-CGA-L05-Z03-DWG-005201

MAIN CONTRACTOR:

A MEMBER OF THE WSP GROUP

P.O. BOX 447445, SKY TOWER, LEVEL 36 OFFICE UNIT 3602, REEM ISLAND, ABU HDHABI, UAE TEL: +971 2 652 9222. FAX: +971 2 677 9772

MEMBER

PROJECT NAME

GUGGENHEIM ABU DHABI ZONE

CULTURAL DISTRICT, SAADIYAT ISLAND SECTOR NO.

PLOT NO.

SDN1

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

40

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

P7

PROJECT DESCRIPTION

MODERN AND CONTEMPORARY ART MUSEUM

D2 DECK SLAB 160MM THK

SECTION - D SCALE:1 : 15

D-1

INDICATES 115mm NORMAL WEIGHT CONCRETE FILL OVER 75m FORMLOK x 18 GAGE COMPOSITE FLOOR DECK (2 HOUR FIRE RATING) WITH T12-200 O.C.

D-2

INDICATES 85mm LIGHT WEIGHT CONCRETE FILL OVER 75mm FORMLOK x 18 GAGE COMPOSITE FLOOR DECK (2 HOUR FIRE RATING) WITH T12-200 O.C., EACH WAY.

REVISION NO.

40

LIGHT WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS,ETC. ON METAL DECK SLAB)

40

32

25

20

32

00

GAD-STJV-CGA-L04-Z03-DWG-005337 SCALE

DATE (dd-mm-yyyy)

NORMAL WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON METAL DECK SLAB)

ARCHITECTURAL DRAINAGE TOPPING SLABS N.W. AND L.W.(SEE NOTE 31)

BUILDING 03 BET. GRIDS (X480-X500) & (Y520-Y560) G301 LEVEL 04 DECK SLAB LEAVE OUT GENERAL ARRANGEMENT PLAN & SECTIONS SHEET 01 OF 01 DRAWING NUMBER

24-10-2023

As indicated

ADM PROJECT NUMBER:

B1N-2018-005679 OFFICIAL USE ONLY

ARCHITECTURAL TOPPING SLABS N.W. AND L.W. (SEE NOTE 31

35

28

LEAN CONCRETE

15

12

BLINDING CONCRETE

15

12

fcu 28-DAYS CONCRETE CUBE STRENGTH fc 28-DAYS CONCRETE CYLINDER STRENGTH PRINTED ON: 24-Oct-23 10:35:53 AM

B03

1798

STRUCTURAL POLYSTYRENE

PRIMARY STEEL

BY EVERSENDAI

KEY PLAN

X 463.117 Y 573.744 X 463.101 Y 573.122 X 463.058 Y 573.124 X 463.050 Y 572.634

RC SLAB

270

COMPRESSIBLE FILLER

As indicated

Interfacing Details for Metal Deck Flooring

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.

430

CONCRETE UPSTAND

SCALE

PRINTED ON: 21-Sep-23 2:59:13 PM

X 465.332 Y 573.275 X 465.037 Y 573.913 X 464.915 Y 573.702

150

00

GAD-STJV-CGA-L02-Z03-DWG-005332

SKYLIGHT

12TH FLOOR, ABU DHABI UNIVERSITY TOWER, AL MUROOR STREET, PO BOX 78907, ABU DHABI, UNITED ARAB EMIRATES

SUPERVISION CONSULTANT

THIS LAYOUT ONLY SHOW FOOD ELEVATOR LOBBY LEVEL 05 SLAB GENERAL ARRANGEMENT AND SETTINGOUT PLAN VIEW AT LEVEL +51.810M METAL DECK SLAB LEAVE OUT ONLY.

DRAWING TITLE

fcu = 28-DAYS CONCRETE CUBE STRENGTH fc = 28-DAYS CONCRETE CYLINDER STRENGTH

Various floor levels of metal decking are required for the upper floors.

270

SSL: +45.220 m

SSL: +44.810 m

SSL: +44.810 m

REVISION NO.

21-09-2023

CONCRETE UPSTAND

SSL: +45.390 m

PRIMARY STEEL

BY EVERSENDAI

TOU: +45.200 m

BUILDING 03 BET. GRIDS (X460-X490) & (Y570-Y600) GALLERY 204 LEVEL 02 DECK SLAB LEAVE OUT GENERAL ARRANGEMENT PLAN & SECTIONS SHEET 01 OF 01

DATE (dd-mm-yyyy)

FFL: +45.500 m

GRATING FLOORING

ADM PROJECT NUMBER:

ARCHITECTURAL DRAINAGE TOPPING SLABS N.W. AND L.W.(SEE NOTE 31)

STAIRCASE AT DRAWING WILL BE SUBMITTED SEPARATELY

P7

MODERN AND CONTEMPORARY ART MUSEUM

DRAWING NUMBER

NORMAL WEIGHT CONCRETE FILL ON METAL DECK (INCLUDING CURBS, EQUIPMENT PADS, ETC. ON METAL DECK SLAB)

FFL (INDICATIVE)

PROJECT DESCRIPTION

ARUP GULF LTD

NOTE: THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THE FOLLOWING LISTED MODELS:

CULTURAL DISTRICT, SAADIYAT ISLAND

SCALE:1 : 15

CONSULTANT-OF-RECORD

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-000001 GAD-STES-SST-PJW-Z03-MOD-000007 FEDERATED MODEL: GAD-STJV-BIM-PJW-STW-MOD-000001.nwc

150

005332

SDN1

INDICATES 85mm LIGHT WEIGHT CONCRETE FILL OVER 75mm FORMLOK x 18 GAGE COMPOSITE FLOOR DECK (2 HOUR FIRE RATING) WITH T12-200 O.C., EACH WAY.

SCALE:1 : 15

ZONE

MEMBER

INDICATES 115mm NORMAL WEIGHT CONCRETE FILL OVER 75m FORMLOK x 18 GAGE COMPOSITE FLOOR DECK (2 HOUR FIRE RATING) WITH T12-200 O.C.

SECTION - B

SCALE: 1 : 100

260

SCALE:1 : 15

SECTION D

900 WILSHIRE BLVD., 19TH FLOOR LOS ANGELES, CALIFORNIA 90017 USA TEL: 310-578-4400

NOTE:

STAIRCASE AT DRAWING WILL BE SUBMITTED SEPARATELY

BUILDING 03 -GALLERY 301 LEVEL 04 SLAB LEAVE OUT

005337

110

D

SECTION C

005332

D-2

ENGINEER

SKYLIGHT BY ALICO

1

GUGGENHEIM ABU DHABI

150

C

D-1

ARUP

SEPA

005337

PROJECT NAME

GEHRY PARTNERS, LLP.

FOR STEEL STRUCTURE DETAILS REFER TO STEEL SUBCONTRACTOR DRAWINGS

EXTERIOR GLAZING BY ALICO

PRIMARY STEEL

BY EVERSENDAI

RSH APPROVED

CONSULTANTS

150

PRIMARY STEEL

BY EVERSENDAI

C

A MEMBER OF THE WSP GROUP

P.O. BOX 447445, SKY TOWER, LEVEL 36 OFFICE UNIT 3602, REEM ISLAND, ABU HDHABI, UAE TEL: +971 2 652 9222. FAX: +971 2 677 9772

FOR BRIDGE GIRDERS, PLEASE REFER Z01-DWG-000294 Z02-DWG-000546 Z03-DWG-000564 Z02-DWG-000548

MMG CHECKED

12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000

383

130

FOR HAUNCH CONNECTION, PLEASE REFER GAD-STES-SST-ATM-STW-DWG-000736

4210

KRL DRAWN

P.O. BOX 890, ABU DHABI, UAE TEL: +971 2 6500 888

DRAINAGE SLAB 75MM THK

270

AS TAILS IRCEMENT DEAWINGS

X 490.666 Y 526.642

MAIN CONTRACTOR:

PRIMARY STEEL FOR ATRIUM BRIDGE

X 461.196 Y 569.090

005332

GA

24-10-2023 DATE

ARCHITECT

SSL: +44.810 m

390

2392

FOR

SUPERVISION CONSULTANT

X 462.437 Y 568.548 X 462.868 Y 568.583

1

X 486.470 Y 530.981 X 488.957 Y 530.321

3 DE 0050 RY EMEN03T -DWGLLE ARRANG-L04-Z 4.810 GA GENERAD-LSTJV-CGASSL: +4 0 THK.

ARUP GULF LTD

FOR APPROVAL ISSUE DESCRIPTION.

TURNER CONSTRUCTION -INTERNATIONAL LLC

D2 DECK SLAB 160MM THK

SSL: +45.220 m

5678

2988

E FER 01 L TAILS RE87

12TH FLOOR, ABU DHABI UNIVERSITY TOWER, AL MUROOR STREET, PO BOX 78907, ABU DHABI, UNITED ARAB EMIRATES

254

6741

A

005332

04 VEL TO

Y530

900 WILSHIRE BLVD., 19TH FLOOR LOS ANGELES, CALIFORNIA 90017 USA TEL: 310-578-4400

B

189

2467

ARUP

ENGINEER

X 483.483 Y 534.147 X 483.483 Y 530.981

X 493.968 Y 532.985

160

511

1595

10000

640

ARCHITECT

DECK TRANSITION LINE

PROJECT MANAGER

D-2

12541 BEATRICE STREET LOS ANGELES, CALIFORNIA 90066 USA TEL: 310-482-3000

WP "X" WATER PROOFING "TYPE" LEVEL DIFFERENCE

RFI. REFERENCE NUMBER: GAD-STES-RFI-SST-000118 GAD-STES-RFI-SST-000156 GAD-STES-RFI-SST-000182

DEPARTMENT OF CULTURE AND TOURISM

FFL (INDICATIVE)

TOU: +45.611 m 3118

GEHRY PARTNERS, LLP.

CONSULTANT-OF-RECORD

D-1

X 458.417 Y 569.795

79

PRIMARY STEEL

BY EVERSENDAI

D-1

Y570

SSL: +27.390 m

X 462.253 Y 575.748

005332

X 459.150 Y 572.158

2350

FFL: +27.500 m

SSL: +27.390 m

005337

X 479.017 Y 536.966 X 479.017 Y 534.215 X 482.135 Y 534.215

CONSULTANTS

FFL: +27.500 m

B

X 477.734 Y 536.381

D-2

BOTTOM OF CONCRETE TYPE OF COLUMN TOP OF UPSTAND VERTICAL ELEMENT

PROJECT OWNER

ER10 RAILING

BY ALICO

4171

MJ-A07 50

X 470.594 Y 539.055 X 470.594 Y 536.018

00 NO.

D-2 X 495.142 Y 538.034

160

D1 METAL DECK SLAB 190MM THK

3399

X 467.648 Y 534.323

P.O. BOX 890, ABU DHABI, UAE TEL: +971 2 6500 888

D1 DECK SLAB 190MM THK

110

D-1

370

888 1410

391

TOPPING SLAB 110MM THK (SCREED)

A

005337

PROJECT MANAGER

TURNER CONSTRUCTION -INTERNATIONAL LLC

TOPPING SLAB 110MM THK (SCREED)

X 491.956 Y 541.209 X 491.956 Y 538.034

X 484.702 Y 539.557 X 485.896 Y 535.247 X 486.470 Y 533.986 X 486.534 Y 535.537

4056

189

X 465.618 Y 537.851

BOC. Type "X" TOU

S2-700A, A2-700A, A2-163, A4-664 S0-026, S0-27, S0-011, S0-012

SCALE:1 : 15

005337

STRUCTURAL SLAB LEVEL REINFORCED CONCRETE CONSTRUCTION JOINT THICKNESS TOP OF WALL EXPANSION JOINT TOP OF PEDESTAL TOP OF PILE CAP

REFERENCE DRAWING NUMBER:

SECTION - A

1386

INTERIOR RAILING (IR03)

BY FUTURE GLAZING

ATRIUM BRIDGE FFL (INDICATIVE)

2689

2974

2336

A

X 495.142 Y 541.209

150

02

GAP

1346

X 467.619 Y 539.055

RSH APPROVED

6158

6537

430

EL

.

EXPANSION JOINT COVER

X 459.857 Y 574.436

BM CHECKED

DEPARTMENT OF CULTURE AND TOURISM

300

LEV

190

04

HK

X 461.662 Y 575.858 X 461.696 Y 576.069

KRL DRAWN

SSL RC C.J THK. TOW E.J T.O.PD T.O.PC

260

D-1 D-1

G2

0T

X 460.329 Y 575.959

21-09-2023 DATE

PROJECT OWNER

EN ER GAD AL AR -STJ RA V-CG NGEM A-L0 EN 2-Z0 T DE SS 3-DW TAIL L G S, RE SLA : +27.

390 -00509 FER B: 3 TO 19

D-1

FOR APPROVAL ISSUE DESCRIPTION.

LEGENDS:

3175

D-1 10000

RG

Y580

Y540 00 NO.

4509

D-2

3186

D-2

SCALE:1 : 15

005332

X 483.744 Y 541.651

D

005337

X 481.301 Y 540.528

3036

9093

D-1 D-1 D-1

SECTION B

X 474.295 Y 543.585

7982

SCALE:1 : 15

X 496.548 Y 546.916

2342

B

SECTION A

BIM

1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METER (NADD) UNLESS NOTED OTHERWISE. 2. DO NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. 3. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHI. AND OTHER CONSULTANTS' DRAWINGS & SPECIFICATIONS

D2 METAL DECK SLAB 160MM THK

X 501.057 Y 546.916

D-2

DECK TRANSITION LINE RFI. REFERENCE NUMBER: GAD-STES-RFI-SST-000118 GAD-STES-RFI-SST-000156

S2-660A, S2-660D, S2-661C A2-660A, A2-660D, A2-661C, A4-664, A5-163 A5-166, S0-026, S0-027, S0-028 S0-011, S0-012

6MM THK BENT PLATE

2214

X 489.684 Y 544.381

2303

A

5109

DRAINAGE SLAB (INDICATIVE) (DETAILS WILL BE SUBMITTED IN SEPARATE DRAWINGS)

GENERAL NOTES:

005350 X 478.780 Y 546.031

BOTTOM OF CONCRETE TYPE OF COLUMN TOP OF UPSTAND VERTICAL ELEMENT WP "X" WATER PROOFING "TYPE" LEVEL DIFFERENCE

REFERENCE DRAWING NUMBER:

005332 D-1

BOC. Type "X" TOU

6053

PRIMARY STEEL

BY EVERSENDAI

STRUCTURAL SLAB LEVEL REINFORCED CONCRETE CONSTRUCTION JOINT THICKNESS TOP OF WALL EXPANSION JOINT TOP OF PEDESTAL TOP OF PILE CAP

CONCRETE UPSTAND

3604

6

7992

D-1

SSL RC C.J THK. TOW E.J T.O.PD T.O.PC

COMPRESSIBLE FILLER

250

PRIMARY STEEL

BY EVERSENDAI

2294

3005

LEGENDS:

PRIMARY STEEL

BY EVERSENDAI

SSL: +44.810 m

X 500.152 Y 550.646

X 496.548 Y 550.646 3065

X 492.369 Y 550.613

4307

750

TOPPING SLAB 110MM THK (SCREED) D1 METAL DECK SLAB 190MM THK

X 488.168 Y 548.413

X 486.046 Y 547.542

1. ALL DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METER (NADD) UNLESS NOTED OTHERWISE. 2. DO NOT SCALE FROM THIS DRAWING. ONLY WRITTEN DIMENSIONS ARE TO BE FOLLOWED. 3. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHI. AND OTHER CONSULTANTS' DRAWINGS & SPECIFICATIONS

3166

79

561

GENERAL NOTES:

2751

SSL: +27.390 m

110

SSL: +27.390 m

300

110

FFL: +27.500 m

X 480.420 Y 548.919

Y550

BIM

FFL: +27.500 m

190

3310 3492

4198

D1 DECK SLAB 190MM THK

D-1

2597

C

TOPPING SLAB 110MM THK (SCREED)

STEEL STRINGER 25MM WEATHER SILICONE WITH BACKING ROD AND FLEXIBLE SEALANT 6MM THK BENT PLATE

25

005332 X 473.500 Y 594.915

B03

X 495.434 Y 550.613

7792

10000

X 475.597 Y 598.551

X 474.281 Y 591.858

4510

FO

TOU: +45.200 m

SHARD SUPPORT PRIMARY STEEL

BY EVERSENDAI

X 492.369 Y 553.707

MOVEMENT JOINTA07

2350

X 471.502 Y 596.067

Y590

X500

X 495.434 Y 554.517

X 484.509 Y 550.912

INTERIOR RAILING (IR03)

BY FUTURE GLAZING

INTERIOR GLAZING (IG5) STAIRCASE AT BY FUTURE GLAZING

3704

X 470.491 Y 594.315 X 470.374 Y 594.111

X490

B03

20

X 473.598 D Y 599.703 005332

X 471.660 Y 596.342 X 471.633 Y 596.382

X480

X 478.822 Y 599.736

45

HATCHED PORTION 50MM THK STEEL PLATE

BY EVERSENDAI

Y600

KEY PLAN

X480

10000

X 475.068 Y 602.253 X 473.415 Y 599.385 X 473.366 Y 599.413

300

10000

190

X460

https://www.linkedin.com/in/karl-corre/

BCC Building - Argusland Inc.