ALAA HASSAN ALGHANNAM - ARCH PORTFOLIO 2022 by Alaa AlGhannam

I. ABOUT

I am Alaa Hassan AlGhannam, an Egyptian Architect and researcher with more than 3 years of professional experience and architecture teaching experience. I hold a Master of Science in Architectural Engineering from Cairo University in the field of Automation design. I am a Ph.D. candidate who is interested in design methods, the use of algorithms, and new technologies at the design. I am interested in Computation, Digitalization, Generative Design, and Design Automation. I have worked on several projects of different types, residential, mixed-use, factories, commercial, and hospitals. Extensive experience with a range of digital design tools, whether for architectural modeling or visualization, including visual programming (Dynamo), BIM to reach a high level of detail, and visualization programs such as 3Ds Max and others. I look forward to gaining more experience in the field of computational design either by professional practice or continuing in academia because I am always motivated by visionary ideas to learn new things.

Keywords: Architecture, BIM, Computational Design, Design Automation, Conceptual Design, Design Development

ALAA HASSAN ALGHANNAM, BSc, MSc Architect | Researcher

Scan for Portfolio

Birthdate: 01/01/1995 Email: alaa.h.alghannam@gmail.com LinkedIn: https://www.linkedin.com/in/alaa-hassan-alghannam/

Address: New Cairo - 5th Settlement Nationality: Egyptian Phone: (+2) 01159851244

Alaa Hassan is a computational designer and architect based in Cairo with +5 years of professional experience and architecture teaching experience. She holds a M.Sc. in Architectural Engineering from Cairo University and her Ph.D. research interest lies in developing algorithmic design and scripting techniques to produce tools and proactive research of design systems and prototypes to design, as well as bridges the gap between architecture practice and research applying state-of-the-art technological innovation to complex design challenges with expertise in optimization, building performance simulation and data visualization. She is a specialist in a wide range of areas, including performance-driven design, optimization and generative design, and experienced with a demonstrated history of working with Building Information Modeling (BIM), for complex commercial, industrial, mixed-use, logistics and retail projects.

SPECIALTIES Computational Design, Conceptual Design, Design Development, Construction Documentation, Generative Design, Computational applications, Design Automation, Inter-disciplinary coordination, BIM Implementation

EDUCATION

Cairo University Master of Science in Architecture, Giza, Egypt

March 2018 – November 2021

GPA: 4.0 Thesis Topic: Automated Space Layout Planning Using Conix Software Based on a Case study in Egypt

BeniSuef University Bachelor of Architectural Engineering, BeniSuef, Egypt

Sep 2012 – July 2017

GPA: 3.5 (Distinction with a degree of honors) | 1st Rank on class Graduation Project: Egyptian Space Agency in 2100 (Timelapse of past and future technology) Graduation Project Degree: Distinction

EXPERIENCE

BeniSuef University, BeniSuef, Egypt Teacher Assistant

March 2018 – Present

• Supervised more than 30 graduation projects for architecture students (Upper Egypt Development Axis - Futuristic architecture - Revitalization of heritage sites) • Assisting in teaching Design and Executive Design courses for different academic levels (Architectural Design, Visual Design, Computer Applications, Free Hand Drawing, Building Construction, Sciagraphy and Perspective, Working Drawings)

• Attending juries for judging and evaluating students' projects

Project Advisor, New Cairo, Egypt

Architectural Designer & BIM Architect • • • •

Oct 2019 – June 2021

4D Construction simulations / 4D Reporting and progress control BIM for architectural fit-out / Construction drawing production Prepared and presented design proposals / Visualized design following the built environment Produced detailed drawings and specifications with the nature and quality of materials required

Highlighted Projects: Saudi Arabian National Guard Housing - SANG Villa (Precast Project), New Riyadh, KSA

₋ 4D Construction Sequence for more than one villa type / Method statement and project schedule (both 3D and 4D) / Virtual mockup development

Riyadh Metro, Riyadh, KSA

₋ Provide BIM and Construction Management services / Follow-up works and contract administration up to the closure regarding the engineering, demolition, and installation works with the depot

Yamamah Hospital, Riyadh, KSA

₋ MEP /HVAC BIM 4D modeling services (Coordination, Optimization, Installation) / Mechanical equipment Parametric families

Abha Hospital, Abha, KSA

₋ Redesign and repurpose spaces using movable partitions (Medical isolation for Corona)

AlBaha Hotel, Riyadh, KSA

₋ Building design / landscape Drawings / 3D modeling / Facade design

Advanced Pharmaceutical Factory, Riyadh, KSA

₋ Define goods circulation (in/out) / 2D conceptual plans / Guiding the proposal team, project kick-off

Rafha University

₋ Setting curtainwall system basefile (Curtain walling accessories) / Cutting optimization calculations (panels, mullions, transoms)

HÉLIX DU CAIRE Vertical Streets Skyscraper, 2022 6th October Bridge, Egypt Softwares: 3DsMax, Keyshot, Maya, Adobe Suite

Description:

A futuristic sci-fi skyscraper assembled a bundle of vertical streets in order to reduce traffic congestion over the 6 October bridge in the downtown of Cairo.

Geometry Development

Following the approach of smart cities in order to reduce pollution and traffic congestion, and through the distant future where technology has invaded our buildings effectively and positively and confirming that the transportation problem in Egypt is at the top of the list of urban and architectural problems in which you can spend a third of your day! An example of this is the 6th of October Bridge, one of the most important main arteries in the city. The skyscraper was proposed as a prototype for servicing the cars passing by the bridge.

Section & Gyrospheres Circulation

First, the journey from the bridge to the skyscraper: The car is transferred to the Identity Plate in the basement of the sky``scraper, then the driver determines his destination where there are 3 approaches: follow the fast internal path or the slow external, does the user need to drive thru, choose the exact path based on his destination (October, New Cairo and so on). After selecting the information, the car is transferred to the gyrosphere to enter the spirals. Second, the journey inside the skyscraper: The internal paths are divided into two parts, and the gyrosphere will follow either of them based on the information entered. First, the External Spiral is the only one, it is in a cylindrical shape that matches the spherical shape of the gyrosphere. It has a drop-off for the availability of services, green areas, offices, and drive-thru. Secondly, Internal Spirals, which is a package of paths, each one responsible for a place such as (Downtown, October, Heliopolis, New Cairo, Nasr City, and so on). Third, the journey out of the skyscraper: All cars travel to the main routes of the specified destinations via horizontal links. Attached in the pictures are the way the cars move inside the tracks by electromagnetic force, the speed of the cars, and the control of vibrations and noise. In addition to analyzing the outer layer of the skyscraper, where there are recharging pods.

SCAFFOLD EDUCATIONAL HUB Design Solutions for Small Spaces Challenge - Covid 19, Jun 2021 Ezzbet Elsafeeh, BeniSuef Slums, Egypt Softwares: 3DsMax, Lumion, Revit, Adobe Suite

Description:

This project is the 1st prize winner at Cairo Construction Hub sponsored by the prime minister of Egypt. The design challenge is to find a design solution for small sustainable ecological spaces imposed by the Corona pandemic “COVID-19” to achieve maximum health safety for users. The winners were selected from 90 entries from 40 Egyptian universities and private design studios from Egypt.

Master Layout

Interior Studies

Student’s Day Senario Using generative algorithms, researches developed a physical distancing tool, ReRun a data-driven process for post-COVID occupancy planning. Using the existing layout of a range of academic spaces, ReRun can quickly generate many scenarios and identify the most optimized plan for a variety of physical distancing conditions, whether an institution has hunderds or thousands of users.

EGYPTIAN SPACE AGENCY - GRADUATION PROJECT Revolution of Sirius, 2017 AlAdabiya, Ataqa, Suez Government, Egypt Softwares: 3DsMax, Revit, Adobe Suite

Description:

An Egyptian space agency project, which includes buildings for observing astronomy and space, and manufactures rockets, and includes the Space and Astronomy Research Center.

Geometry Development

Elevations

Structure of Research Tower Dynamic solar system is responsible for assembling solar energy and converting it into electricity. Solar system is facilitate the opening and cloasing process. In addition to shading the part of the transmission.

Spirals The turbines between spirals are able to move between the spirals, depending on the wind force and direction, which helps to exploit wind energy all year round. They work by winding the ring from the inside.

Bal ance of Geometry Perspective Facades

Research Tower

The Godfather Metabolism describes the process of maintaining laboratory cells. This confirmed the concept of dynamism illustrated by dynamic umbrella, and this is followed by the Godfather (Kisho Kurokawa).

Power of Sirius Tower

Sirius skyscraper is constructed to heal the earth in places where open extraction is taking place.

Sections

Residential Building

Capsules Path

FACULTY OF SCIENCE BENISUEF UNI Benisuef, Egypt Softwares: Revit, Adobe Suite, Autocad

REV

REV.

++ 2

KEY PLAN

NOTES:-

REV.

++ 2 ( 082 ) \ 224

E-M

ALAWDIA VILLAS KSA, Egypt Softwares: Revit, Adobe Suite, Autocad

GENERATIVE DESIGN/SHAPE GRAMMER - GRASSHOPPER Softwares: Grasshopper - Rhino

STADIUM SHELL - GRASSHOPPER Softwares: Grasshopper - Rhino

SEA RED INTERNATIONAL STADIUM Hurghada, Egypt Softwares: 3DsMax, Revit, Adobe Suite

Description:

An international stadium that is close to the Hurghada International Airport to facilitate the movement of the public and the team players, and a tourist image of the city.

The lighting passes through a truss, it is a digital form that transforms into three dimensions over the central span of Stadium. It is moved by a mechanism method and the electrecity from the sound of the public and motion of the team.

AL FUTTAIM RESIDENTIAL PLANNING Planning project, 2017 ElRehab, New Cairo, Egypt Softwares: Revit, Lumion, Autocad, Adobe Suite

Description:

The seventh phase planning project in Al-Rehab area to create an integrated urban community within the planning of New Cairo on an area of 220 acres, and there are two types of housing, villas and buildings (medium and economic)

AN URBAN STUDY OF BENI SUEF Planning project, 2017 BeniSuef, Egypt Softwares: GIS

Building uses map

Construction materials

Services Map

Road network map

Building Conditions Map

Building elevation map

AUTOMATED SPACE LAYOUT PLANNING Master’s Thesis New Cairo, Egypt Softwares: Conix, Grasshopper, Rhino

Description

Recently, the use of computers in architectural design processes has spread to the presentation and creation of parametric designs. As the creation of floor plans is an important matter in architecture, the architectural design process depends on a set of constraints and parameters, and this summarizes the problems of floor planning. The main problem is its complexity and consumption of a lot of time in experiment and effort.

Some constraints may conflict with each other, or the designs' priorities are not clear. The more spaces there are, the more problems arise to reach the appropriate solution. This thesis provides an overview and history of the use of automation in architectural floor design. Approaches and digital tools to automating architectural design are reviewed and discussed to reduce the consumption of a long time in trial and error and make use of the computer to solve problems.

Optimized Solutions

Celia Residential Compound

In this thesis, one of the automated space layout planning programs is applied to two projects in Egypt. The first project is to compare the design of unified residential complexes and the multiple designs of the selected tool. The second project compared the automatic design with the manual design. Finally, the conclusions are presented, the results discussed, and the absence of this type of program for architectural practice.

Conix Generation

Private Vill a in the New Cairo

SAUDI ARABIAN NATIONAL GUARD HOUSING SANG Villa (Precast Project) - Dec 2019 New Riyadh, KSA Softwares: Revit, Lumion, Adobe Suite, 3DsMax

Owner:

National Guard

Contractor:

Salini Saudi Arabia - FCC Factory

Description:

- 4D Construction sequence for more than one villa type - Method statement and project schedule (both 3D & 4D) - Addressing the construction sequence - Virtual mockup development

5420

180

2850

3180

1200

1030

B.O.P -0.01

SIDE ELEVATION 01 Scale = 1 : 25

180

330

330 620

950

110 10

330

10 160 20 120 10

3180 2850

2980

1200 130

1. DESIGN CODE:- ACI 318-2008 - PCI DESIGN HAND BOOK (6th EDITION) - ASCE 07-05 (WIND LOAD CALCULATION) -SBC-03 (WIND SPEED) 2. CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS - FOR PRECAST PANELS 35 MPa - FOR HCS 42 MPa - FOR PIGMENTED PRESCAST PANELS 35 MPa - FOR STRUCTURAL TOPPING 28 MPa 3. DEMOLDING STAGE CONCRETE CYLINDER STRENGTH FOR PRECAS OTHERWISE. 4. MINIMUM CONCRETE STRENGTH OF 25 MPa IS REQUIRED AT THE T EARLIER THAN 3 DAYS. 5. STEEL REINFORCEMENT SHALL BE WITH MINIMUM CHARACTERIST 6. WELDED MESH - SPECIFIED CHARACTERISTIC STRENGTH 460 N/MM - TENSILE STRENGTH 510 N/mm² 7. ALL DIMENSIONS ARE IN MILLIMETERS, ALL LEVELS IN METERS. 8. FABRICATION TOLERENCES ACCORDING TO PCI MNL-116 FOR QUA PRECAST & PRESSTRESSED CONCRETE PRODUCTS. 9. CONCRETE COVER SHOULD BE MIN. 25mm 10. REQUIREMENT FOR COMPOSITE ACTION - THE HOLLOW CORE PR CAPABLE OF BONDING WITH A TOPPING. HOLLOW CORE SLABS SHAL REQUIREMENTS OF ACI CHAPTER 17.5 (CALUSE 17.5.3.1) AMPLITUDE 11. ANY DISCREPANCY ON DRAWING & SCALE, THE WRITTEN DIMENS 12. ALL EDGES SHALL HAVE 10x10mm CHAMFER ON EXTERNAL & IN 13. PROVIDE SEMOULDING HOOK (QTY. & LOCATION AS INDICATED) F ( PREFER TO H2 TO H4 AND ATTACHED CATALOGUE FOR DEMOUL 14- FOR LIFTING HOOKS : REFER TO H2 TO H4 AND ATTACHED CATAL 15- ALL PLUMBING PIPES WILL BE COVERED BY ENDCAP/PLUG.

FINISHING LEGEND:

100

PIGMENTED SAND BLAST TYPE1

PIGMENTED FAIR FACE

GREY FLUTED SAND BLASTED

GREY CEMENT SMOOTH FINISH

PIGMENTED SAND BLAST TYPE2

REFERENCE:

SECTION-01

230 1040 60

2850

3180

2980

07 0-05-1-1

120

0-05-1-1

972

620

0-05-1-1

3180

228.5 223.5 223.5 223.5 223.5 223.5 223.5 223.5 223.5 223.5 223.5 223.5 223.5 269.5

330

0-05-1-1

330

T.O.P + 3.170

1750

120

1200

50 60

180

2470

180

230

3180

5300

120

1030

Scale = 1 : 25

SECTION-02

Scale = 1 : 25

SECTION-03

Scale = 1 : 25

DETAIL_01 Scale = 1 : 10

ELEVATION (HAND FACE)

KEY PLAN

Scale = 1 : 25

T.O.P Top of panel B.O.P Bottom of panel

5420 2470

1200

1750

5010

0-05-1-1

230

180

0-05-1-1

10 40 10

COORDINATION (REFERENCE DRAWINGS) :

03 0-05-1-1

Scale = 1 : 25

DWG. NO.

TRADE

10 10 10 40

HORISONTAL- SECTION

GROOVE DETAILS

REV

CONTRACTOR'S SIGNATURE

Scale = 1 : 10

TRADE

ARCHITECTURAL

STRUCTURAL

0-05-1-1 15 5420 2890

1070 04

0-05-1-1

60 50

230

TOP VIEW

GROOVE DETAILS -3D

Scale = NTS

3D SECTION-01 Scale = NTS 10 10

0-05-1-1

3D SECTION-02 Scale = NTS

2880

1460 18 03

Scale = NTS

PROJECT CONSULTANT

10 10

640

0.00 -10.0 0.00

CONTRACTOR

269.5

213.5

160.0 10.0

10.0

49.5 20.0 140.0

2235.0

2235=223.5x10 3180

63.5

10.0 10.0 10.0

0.00

10.0 2235.0

DETAIL-02

Scale = 1 : 10

DETAIL-03 Scale = 1 : 10

DETAIL-04

2546

PROJECT

‫ﻛﺎﻥ ﻣﻧﺳﻭﺑﻲ ﺍﻟﺣﺭﺱ ﺍﻟﻭﻁﻧﻲ‬ ‫ﻓﻲ ﻣﺩﻳﻧﺔ ﺍﻟﺭﻳﺎﺽ‬

Scale = 1 : 1

COMPLETING EXECUTION OF HOUSIN PERSONNEL

223.5

OFFICER'S V TYPE-C GROUND FLOOR PRE

CONCRETE DIMENSIO

C0-GF-0 1 CONCEPT DESIGN

PHASE

1080

JOINT V

238.5

140.0

DESIGNER

-10.0

10.0

B.O.P -0.01

0.00

DRAWING TITLE 10.0

02 19 0-05-1-1

-10.0

63.5

3180

0-05-1-1

140.0

+50.0

10.0 10.0

0-05-1-1

KINGDOM OF SAUDI ARABIA NATIONAL GUARD TECHNICAL AFFAIRS GENERAL DIRECTORATE FOR PROJECTS

0-05-1-1

Scale = NTS

3D DETAIL_01

68.5

0-05-1-1

3180

238.5 223.5 223.5 223.5 223.5 223.5 223.5 223.5 223.5 223.5 223.5 223.5 223.5 259.5

05 0-05-1-1

20 180

T.O.P + 3.170

1070

3D SECTION-03

10 10 10 10

10 20 10 160

5420

Scale = 1 : 25

5300

DESCRIBTION REVISION

DATE

R 02 0-05-1-1

120

16 0-05-1-1 17

1460

2980

Concrete Dimensions for Single Panel

NOTES : 230 170 60

1794

2 DEVELOPMENT DESIGN 3 FINAL DESIGN 4

ISSUED FOR CONSTRUCTION

5 AS BUILT

ELEVATION (MOULD FACE) Scale = 1 : 25

SIDE ELEVATION 02 Scale = 1 : 25

SIDE ELEVATION 02 Enlargement Scale = 1 : 10

3D DETAIL-02 Scale = NTS

3D DETAIL-03 Scale = NTS

3D DETAIL-04 Scale = NTS

S.S.A. PROJECT CODE

STR TRADE

4 PHASE

02 0

LOT

SUB-LOT

DESIGN/CHECK BY :

Designer

CONTRACTORS CODE

5300 1460

170 40

60 2880

1. DESIGN CODE:- ACI 318-2008 - PCI DESIGN HAND BOOK (6th EDITION) - ASCE 07-05 (WIND LOAD CALCULATION) -SBC-03 (WIND SPEED) 2. CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS - FOR PRECAST PANELS 35 MPa - FOR HCS 42 MPa - FOR PIGMENTED PRESCAST PANELS 35 MPa - FOR STRUCTURAL TOPPING 28 MPa 3. DEMOLDING STAGE CONCRETE CYLINDER STRENGTH FOR PRECAST PA OTHERWISE. 4. MINIMUM CONCRETE STRENGTH OF 25 MPa IS REQUIRED AT THE TIME EARLIER THAN 3 DAYS. 5. STEEL REINFORCEMENT SHALL BE WITH MINIMUM CHARACTERISTIC Y 6. WELDED MESH - SPECIFIED CHARACTERISTIC STRENGTH 460 N/MM² - TENSILE STRENGTH 510 N/mm² 7. ALL DIMENSIONS ARE IN MILLIMETERS, ALL LEVELS IN METERS. 8. FABRICATION TOLERENCES ACCORDING TO PCI MNL-116 FOR QUALITY PRECAST & PRESSTRESSED CONCRETE PRODUCTS. 9. CONCRETE COVER SHOULD BE MIN. 25mm 10. REQUIREMENT FOR COMPOSITE ACTION - THE HOLLOW CORE PRODU CAPABLE OF BONDING WITH A TOPPING. HOLLOW CORE SLABS SHALL H REQUIREMENTS OF ACI CHAPTER 17.5 (CALUSE 17.5.3.1) AMPLITUDE OF 11. ANY DISCREPANCY ON DRAWING & SCALE, THE WRITTEN DIMENSION 12. ALL EDGES SHALL HAVE 10x10mm CHAMFER ON EXTERNAL & INTER 13. PROVIDE SEMOULDING HOOK (QTY. & LOCATION AS INDICATED) FOR ( PREFER TO H2 TO H4 AND ATTACHED CATALOGUE FOR DEMOULDIN 14- FOR LIFTING HOOKS : REFER TO H2 TO H4 AND ATTACHED CATALOGU 15- ALL PLUMBING PIPES WILL BE COVERED BY ENDCAP/PLUG.

1080

03 10

0-05-1-2

1080 330 620

180

0-05-1-2

2870

5420

3180

FINISHING LEGEND:

972

1200

0-05-1-2

PIGMENTED SAND BLAST TYPE1

PIGMENTED FAIR FACE

GREY FLUTED SAND BLASTED

GREY CEMENT SMOOTH FINISH

PIGMENTED SAND BLAST TYPE2

1470

REFERENCE:

1794

2546

1080

MOULD TOP VIEW

KEY PLAN

Scale = 1 : 25 5420 2460

1200

670

1070

3D VIEW-HANDFACE

Scale = NTS

Scale = 1 : 20 COORDINATION (REFERENCE DRAWINGS) :

Cutout 1200*1200 mm

40 120

10 10 10 10 230

170

TRADE

ARCHITECTURAL

STRUCTURAL

100

0-05-1-2

10 40 20

40 10

160.0 259.5

CONTRACTOR'S SIGNATURE

160

20 10

3D VIEW-MOULD FACE Scale = NTS

Cutout 5300*330*120 mm

DETAIL 01

DETAIL 02

Scale = 1 : 2

Scale = 1 : 5

DATE

DETAIL 03 Scale = 1 : 5

100

Chamfer 10*10 mm

3D VIEW MOULD

DESCRIBTION REVISION

KINGDOM OF SAUDI ARABIA NATIONAL GUARD TECHNICAL AFFAIRS GENERAL DIRECTORATE FOR PROJECTS

230

223.5

10.0 49.5 20.0 10.0 10.0

10.0 63.5 10.0 69.5 10.0 60.5

230

10.0

160

10 50

REV

120

Scale = 1 : 10

DWG. NO.

TRADE

MOULD SECTION-1

HORIZONTAL SECTION

230

10 170

230

170

0-05-1-2

130

PROJECT CONSULTANT

Scale = NTS

Chamfer 10*10 mm

3180

223.5*10=2235

2235.0

CONTRACTOR

DETAIL 04 Scale = 1 : 5

223.5

10.0 63.5 10.0

140.0

10.0

DESIGNER

3D DETAIL 01

3D DETAIL 02

Scale = NTS

3D DETAIL 03 Scale = NTS

JOINT VE

3D SECTION

Scale = NTS

PROJECT

‫ﺍﺳﻛﺎﻥ ﻣﻧﺳﻭﺑﻲ ﺍﻟﺣﺭﺱ ﺍﻟﻭﻁﻧﻲ‬ ‫ﻳﻥ ﻓﻲ ﻣﺩﻳﻧﺔ ﺍﻟﺭﻳﺎﺽ‬

3180 330

620

1200

COMPLETING EXECUTION OF HOUSING F PERSONNEL IN

983

140.0

DRAWING TITLE

0-05-1-2

16 15

OFFICER'S VILL TYPE-C GROUND FLOOR PRECA

3D DETAIL 04 Scale = NTS

C0-GF-05

0-05-1-2

110

220

230

120

238.5 10.0 68.5 10.0

CONCRETE DIMENSIONS

Chamfer 10*10 mm 1 CONCEPT DESIGN

PHASE

Mould Dimensions (Previous Panel)

NOTES :

210

5420

MOULD ELEV 01 ENLARGMENT Scale = 1 : 5

MOULD SECTION-2 Scale = 1 : 10

3D HORIZONTAL SECTION

2 DEVELOPMENT DESIGN 3 FINAL DESIGN 4

ISSUED FOR CONSTRUCTION

5 AS BUILT

Scale = NTS S.S.A. PROJECT CODE

STR TRADE

4 PHASE

02 0

LOT

SUB-LOT

DESIGN/CHECK BY :

Designer

CONTRACTORS CODE

ARE

Inserts & MEP (Previous Panel)

505

NOTES :

1500

1420

1500

1. DESIGN CODE:- ACI 318-2008 - PCI DESIGN HAND BOOK (6th EDITION) - ASCE 07-05 (WIND LOAD CALCULATION) -SBC-03 (WIND SPEED) 2. CYLINDER COMPRESSIVE STRENGTH AT 28 DAYS - FOR PRECAST PANELS 35 MPa - FOR HCS 42 MPa - FOR PIGMENTED PRESCAST PANELS 35 MPa - FOR STRUCTURAL TOPPING 28 MPa 3. DEMOLDING STAGE CONCRETE CYLINDER STRENGTH FOR PRECAST PANELS SHOULD BE MIN. 14 MPa. UNLESS SHOWN OTHERWISE. 4. MINIMUM CONCRETE STRENGTH OF 25 MPa IS REQUIRED AT THE TIME OF DELIVERY. PANELS SHALL NOT BE DELIVERED EARLIER THAN 3 DAYS. 5. STEEL REINFORCEMENT SHALL BE WITH MINIMUM CHARACTERISTIC YIELD STRENGTH OF 420 N/mm² 6. WELDED MESH - SPECIFIED CHARACTERISTIC STRENGTH 460 N/MM² - TENSILE STRENGTH 510 N/mm² 7. ALL DIMENSIONS ARE IN MILLIMETERS, ALL LEVELS IN METERS. 8. FABRICATION TOLERENCES ACCORDING TO PCI MNL-116 FOR QUALITY CONTROL FOR PLANTS & PCI MNL 13500- FOR PRECAST & PRESSTRESSED CONCRETE PRODUCTS. 9. CONCRETE COVER SHOULD BE MIN. 25mm 10. REQUIREMENT FOR COMPOSITE ACTION - THE HOLLOW CORE PRODUCER IS RESPONSIBLE FOR SUPPLYING SLAB THAT IS CAPABLE OF BONDING WITH A TOPPING. HOLLOW CORE SLABS SHALL HAVE MAVHINE FINISHED SURFACE THAT MEETS REQUIREMENTS OF ACI CHAPTER 17.5 (CALUSE 17.5.3.1) AMPLITUDE OF ROUGHNESS = 6mm 11. ANY DISCREPANCY ON DRAWING & SCALE, THE WRITTEN DIMENSION SHALL GOVERN. 12. ALL EDGES SHALL HAVE 10x10mm CHAMFER ON EXTERNAL & INTERNAL FACE UNLESS OTHERWISE INDICATED. 13. PROVIDE SEMOULDING HOOK (QTY. & LOCATION AS INDICATED) FOR PANELS TO BE CAST HORIZONTALLY. ( PREFER TO H2 TO H4 AND ATTACHED CATALOGUE FOR DEMOULDING HOOK & SOCKET DETAILS.) 14- FOR LIFTING HOOKS : REFER TO H2 TO H4 AND ATTACHED CATALOGUE. 15- ALL PLUMBING PIPES WILL BE COVERED BY ENDCAP/PLUG.

180

495

5420

4 -T16 -24 -DOWELS 02 0-05-2-0

LIFT ANCHOR

505

1500

1420

1500

LEGENDS :

495

4 -T16 -24 -DOWELS 03

950

60 40 80

330

950

0-05-2-0

REFERENCE:

1068

100

1052

100

1200

100

480

100

970

100

950

150

1430

1815

415

300

200

563

505

100

537

300

1120

1500

300

675

100

1420

300

1500

245 100 495

5420

ELEVATION (INSERTS)

Scale = 1 : 25

120

180 Ø50 CORRUGATED GROUTING SLEEVE

180

120 60

425

DWG. NO.

TRADE

120

60 40 80

100 300

COORDINATION (REFERENCE DRAWINGS) :

0-05-2-0

100

315

500

515

200 500 100

315 100

150 205

367

60 40

43 57

KEY PLAN

620

1430

1300

0-05-2-0

60 Ø50 CORRUGATED GROUTING SLEEVE

Ø50 CORRUGATED GROUTING SLEEVE

REV

TITLE

4 -T16 -24 -DOWELS

INSERTS-SECTON-01 Scale = 1 : 25

INSERTS-DETAIL-01 Scale = 1 : 10

CONTRACTOR'S SIGNATURE

INSERTS-DETAIL-02

TRADE

ARCHITECTURAL

STRUCTURAL

MECHANICAL

Scale = 1 : 10

ELECTRICAL

EXTERNAL WORK

DRAWN BY : DESIGN/CHECKED BY : APPROVED BY : DRAWN BY : DESIGN/CHECKED BY :

APPROVED BY :

0-05-2-0

DRAWN BY : DESIGN/CHECKED BY :

505

1500

1420

1500

495

APPROVED BY :

120

180

1120

DATE

5420

3180

DESCRIBTION REVISION

NAME

KINGDOM OF SAUDI ARABIA NATIONAL GUARD TECHNICAL AFFAIRS GENERAL DIRECTORATE FOR PROJECTS

1120

5420

‫ﺍﻟﻣﻣﻠﻛﺔ ﺍﻟﻌﺭﺑﻳﺔ ﺍﻟﺳﻌﻭﺩﻳــﺔ‬ ‫ﺍﻟﺣــــــﺭﺱ ﺍﻟــﻭﻁﻧــــــــــﻲ‬ ‫ﻭﻛـــﺎﻟﺔ ﺍﻟﺷــﺅﻭﻥ ﺍﻟﻔﻧﻳـــــﺔ‬ ‫ﺍﻹﺩﺍﺭﺓ ﺍﻟﻌﺎﻣـــﺔ ﻟﻠﻣﺷﺎﺭﻳـــﻊ‬ ‫ﺍﺳﺗﺷﺎﺭﻱ ﺍﻟﻣﺷﺭﻭﻉ‬

PROJECT CONSULTANT

Scale = 1 : 25 CONTRACTOR

‫ﺍﻟﻣﻘﺎﻭﻝ‬

DESIGNER

‫ﺍﻟﻣﺻﻣﻡ‬

110 40 150

1068

100

1052

100

1200

80 40 60

TOP VIEW (INSERTS)

100

480

100

970

100

5420

JOINT VENTURE

INSERTS-SECTION-02 Scale = 1 : 25 04

3D-INSERTS-DETAIL-01 Scale = NTS

‫ﻣﺷﺭﻭﻉ ﺍﺳﺗﻛﻣﺎﻝ ﺗﻧﻔﻳﺫ ﺍﺳﻛﺎﻥ ﻣﻧﺳﻭﺑﻲ ﺍﻟﺣﺭﺱ ﺍﻟﻭﻁﻧﻲ‬ ‫ﻣﻥ ﺍﻟﻌﺳﻛﺭﻳﻳﻥ ﻓﻲ ﻣﺩﻳﻧﺔ ﺍﻟﺭﻳﺎﺽ‬

3D-INSERTS-DETAIL-02

COMPLETING EXECUTION OF HOUSING FOR NATIONAL GUARD MILITARY PERSONNEL IN RIYADH

Scale = NTS

DRAWING TITLE

OFFICER'S VILLA TYPE-C GROUND FLOOR PRECAST PANEL

C0-GF-05 INSERTS & MEP 1 CONCEPT DESIGN

PHASE

PROJECT

2 DEVELOPMENT DESIGN 3 FINAL DESIGN 4

STR 4

ISSUED FOR CONSTRUCTION PHASE

5 AS BUILT

0 0 0 0 S.S.A. PROJECT CODE

AS SHOWN SCALE

TRADE

0 2 0

E 10

LOT

SUB-LOT

AREA

DESIGN/CHECK BY :

Designer

0 0 0 0 0 0 0 CONTRACTORS CODE

O C 0 0-05-2-0 BLDG

Q.A.&Q.C. :

DWG NB

REV

APPROVED BY:

Checker APPROVED FOR EXECUTION :

Approver

Construction Management Construction report to follow up on the project on a daily, weekly and monthly basis. Reports are displayed in three ways. Firstly, printed report which shows out the final 3D shot (Summary scheduale for all villas), cluster 3D mode contaning all villas models and recording progress for each villa. Secondly, Interactive report as a NWD file. Finally, Animation which shows a progress of each cluster through three months and eraction as shows below.

Construction Sequence Per Day Clarify the sequence of construction, the plan of days, and the amount that can be accomplished in the precast concrete project. All the elements made in the day are illustrated such as panels, wing walls, stairs, HCS, slabs and so on.

AL YAMAMAH MEDICAL HOSPITAL Softwares: Revit, Navisworks, Autocad

Contractor:

Construction Skills Est.

Description:

- MEP /HVAC BIM 4D modeling services (Coordination, Optimization, Installation) - Mechanical equipment Parametric families

10/12/2020 9:25:20 AM

Al Yamamah Hospital 240 BED Riyadh, KSA

10/12/2020 9:25:20 AM

Duct System Coordination with Architecture & Structure

Smoke Duct Coordination with Architecture & Structure

Fire Fighting Coordination with Architecture & Structure

Cable tray Coordination with Architecture & Structure

Drainage Coordination with Architecture & Structure

Chilled Water Pipe Coordination with Architecture & Structure

10/12/2020 9:08:10 AM

MEP Coordination Sections

RAFHA UNIVERSITY Skylight - Dec 2019 Rafha, KSA

Softwares: Revit, Adobe Suite, Cutting Optimization

Description:

- Setting curtainwall system basefile (Curtain walling accessories) - Cutting optimization calculations (panels, mullions, transoms)

CLIENT NAME :

PROJECT NAME :

PROT

ELEM CONSULTANT

SA CONTRACTOR :

Obaid Mubarak Al-Qaht

For Trading & General Con

SUB CONTRACTOR :

Skylight Aluminum Profile Schedule

CLIENT NAME :

PROJECT NAME :

PROTOTYPE SCHOOL BLDG. T05-30 ELEMENTARY - INTERMEDIATE

CONSULTANT

SAUDI ARCHITECTS

Obaid Mubarak Al-Qahtani Est. For Trading & General Contracting

Qa ha t a

CONTRACTOR : ni

om Q

Skylight Aluminum Details

SUB CONTRACTOR :

Drawing Title:

Drawing Status:

Drawing Number: Scale:

NTS

SIZE:

INTERNAL CODE:

Drawn By:

Sheet No. : Date:

01/11/2020

Revision:

REVISED BY : Checked By:

SHOP DRAWING

Shape

Profile

Length

Width

Count

Total

Summary

Unit

L Shape base Glass

38.6

125.8

164.4

152.2

12.2

152.2

12.2

102.78

PHARMACEUTICAL FACTORY CIRCULATION SYSTEM Description:

New Riyadh, KSA

-Determining the necessary paths in a pharmaceutical factory in Saudi Arabia, whether the movement of people or goods, the ways of exporting and importing medicines, and the movement of people, whether women or men.

Advance Medicine Co. Personal Flow

Advance Medicine Co. Ground Floor 30.00

30.00 3.00 Track and Trace Operation Room

7.08

5.00

6.50

9.90 2.99

3.00

Warehouse Office

Quarantine Area

Shipper Box Room Changing Room

10.00

4.00

Reception U P

Male Packaging Area Entrance

6.00

Female Packaging Area Entrance

4.00

U P

4.00

Reception

3.00

QC Room

Packaging Line Room(3)

2.03

11.60

Staging Room

10.00 Male Packaging Area Entrance

Quarantine Area

Warehouse Storage Area

Receiving Entrance

2.90 Reject Room

3.80

6.02

30.00

38.00

Quarantine Area

Shipper Box Room Changing Room

Cold Store 2-8 C

Expansion Area

3.91

9.90 2.99

3.00 2.03 4.00

Warehouse Office

Receiving Material Room

6.02

3.00

QC Room

3.15

3.91

Warehouse Storage Area 1.65

Packaging Line Room(3)

6.04 Packaging Line Room(2)

Expansion Area

Released Printed Packaging Material Store

Reject Room

3.80 Quarantine Area

Staging Room

2.90

3.15

23.57

6.50

Cold Store 2-8 C

2.90

23.57

Released Printed Packaging Material Store

5.00

6.04

2.90

Packaging Line Room(2)

30.00

Finished Good Dispensing

Packaging Line Room(1)

Female Packaging Area Entrance

Finished Good Warehouse

Recall Room

Finished Good Dispensing

7.00

Recall Room

3.00

8.00

3.00

Track and Trace Operation Room

38.00

Personal Flow For Men

38.00

Finished Good Warehouse

Description

Personal Flow For Women

38.00

8.00

11.60

Legends

2.15 Receiving Material Room

Softwares: Revit

Receiving Entrance

Legends

Printed Packing Material Flow Finished Goods Flow

Legends

Rejected Material Production Waste

Semi Finished Goods Flow

38.00

30.00

30.00 3.00

Track and Trace Operation Room

7.08 6.50

Quarantine Area

Shipper Box Room 2.15 Receiving Material Room

9.90 Warehouse Office

Changing Room

10.00 Male Packaging Area Entrance

4.00

Reception U P

Female Packaging Area Entrance

6.00

Reception U P

4.00

6.00

10.00 Male Packaging Area Entrance

2.99

11.60

3.00

QC Room

Packaging Line Room(3)

5.00

6.04 6.02

30.00

38.00

Quarantine Area

Shipper Box Room Changing Room

Staging Room

3.00

2.99

3.00 2.03 4.00

Warehouse Office

Quarantine Area

Warehouse Storage Area

Receiving Entrance

2.90 Reject Room

3.80

2.03

3.00

QC Room

Packaging Line Room(3)

Cold Store 2-8 C

Expansion Area

3.91

9.90

Staging Room

Packaging Line Room(2)

2.15 Receiving Material Room

6.02

3.91

Warehouse Storage Area

3.15

30.00

Expansion Area

Released Printed Packaging Material Store

Reject Room

3.80 Quarantine Area

2.90

23.57

Cold Store 2-8 C

2.90

3.15

6.50

23.57

Released Printed Packaging Material Store

5.00

6.04

2.90

Packaging Line Room(2)

38.00

Finished Good Dispensing

Packaging Line Room(1)

Female Packaging Area Entrance

Finished Good Warehouse

Recall Room

Finished Good Dispensing

7.08

Track and Trace Operation Room

3.00

8.00

Finished Good Warehouse

Recall Room

3.00

8.00

11.60

Description

Advance Medicine Co. Rejected and Waste Material

4.00

Advance Medicine Co. Material Flow

Description

Receiving Entrance

Advance Medicine Co. Evacuation Pl an

Advance Medicine Co. Pest Control

38.00

Description

UV- Lamp

First Aid Box

Rodent Trap

Emergency Escape Route

Glue Trap

Assembly Point

38.00

G R

6.00

Reception

Female Packaging Area Entrance

2.99

Warehouse Office

Quarantine Area

Shipper Box Room Changing Room

10.00 Male Packaging Area Entrance

4.00

Reception U P

4.00 G

10.00

U P

Male Packaging Area Entrance

3.00

11.60

3.00

QC Room

Packaging Line Room(3)

6.00

2.03

9.90

30.00

Changing Room

5.00

6.50 Staging Room

2.03

4.00

2.99

3.00

G L

3.00

Warehouse Office

Quarantine Area

Warehouse Storage Area

Receiving Entrance

2.90 Reject Room

3.80

Expansion Area

G QC Room

38.00

Shipper Box Room

Cold Store 2-8 C

6.02

Quarantine Area

3.91

9.90

3.91

Warehouse Storage Area Staging Room

Packaging Line Room(2)

Quarantine Area

2.90 Released Printed Packaging Material Store

Reject Room

2.15 Receiving Material Room

6.02 Expansion Area

3.80

3.15

30.00

38.00

2.90

6.04

Cold Store 2-8 C

Packaging Line Room(3)

Packaging Line Room(1)

5.00

2.90 Released Printed Packaging Material Store

Finished Good Dispensing

7.08

7.08 23.57

6.50

6.04

Finished Good Warehouse

Recall Room

Finished Good Dispensing

Packaging Line Room(2)

Female Packaging Area Entrance

Track and Trace Operation Room

2.15 Receiving Material Room

3.00

8.00

23.57

Finished Good Warehouse

3.00

Recall Room

3.15

3.00

Packaging Line Room(1)

Fire Hose Reel

30.00

3.00

Track and Trace Operation Room

11.60

Fire Extinguisher

Legends

8.00

Description Emergency Exit

4.00

30.00

Legends

Receiving Entrance

ABHA HOSPITAL Description:

Abha, KSA

-Redesigning the Barking building into an isolation hospital, building proposals for field hospitals in the Covid 19 pandemic, for the Ministry of Health.

Softwares: Revit, Autocad

1 / A409 1 / A410

1 / A408 1 / A409 1

5850

6500

6493

3657

2857

6508

6465

6900

6480

14 6500

15 3650

2850

6500

18 6500

19 6500

20 5850

F - 125

UTILITIES

F - 127

F - 128

F - 129

LOCKER

F - 130

AIR LOCK

F - 148

F - 134

F - 136

F - 590

F - 131

F - 135

6912

TOILET

F - 591

AIR LOCK

PATIENT

Entrance

F - 120

F - 119

F - 125

F - 123

F - 127

F - 189

F - 137

PATIENT

NURSE STATION

CORRIDOR

NURSE STATION

PATIENT

F - 001

F - 002

F - 003

F - 004

F - 005

F - 006

F - 007

F - 008

F - 009

F - 010

F - 011

F - 012

F - 172

F - 188

F - 170

F - 024

F - 025

F - 026

F - 027

F - 028

F - 029

F - 030

F - 031

F - 032

F - 033

F - 034

F - 035

F - 036

PATIENT

MEDICINE ROOM

PATIENT

F - 023

F - 022

F - 021

F - 020

F - 019

F - 018

F - 017

F - 016

F - 015

F - 014

F - 013

F - 173

F - 040

F - 039

F - 038

F - 037

F - 592

F - 171

F - 049

PATIENT

F - 048

F - 047

F - 046

F - 045

F - 043

F - 042

F - 041

MAINTAINANCE CORRIDOR

F - 167 STORE RM.

F - 163

UTILITIES

F - 161

EQUIPMENT STORAGE

F - 165

F - 160

4023

UTILITIES

F - 164

HANDICAP TOILET

EQUIPMENT STORAGE

F - 158

F - 156

F - 153

MALE PATIENT TOILET & SHOWER

FEMALE PATIENT TOILET & SHOWER

F - 159

F - 157

PHARMACY PHARMACY MED. MED. STORE STORE

F - 155

F - 154

PROCEDURE TREATMENT

CLEAN UTILITY

F - 151

F - 149

PROCEDURE TREATMENT

CLEAN UTILITY

F - 152

F - 150

3886

3886 16

PHARMACY MED. STORE

UTILITIES

F - 185

F - 166

MEDICINE PATIENT ROOM

F - 184

E F G

4023

5515

TOILET

MAINTAINANCE CORRIDOR

5515

OFFICE

H PATIENT

PATIENT

F - 062

F - 061

F - 060

F - 059

F - 058

F - 057

F - 056

F - 054

F - 053

F - 052

F - 051

PATIENT MEDICINE ROOM

F - 050

7198

I PATIENT

PATIENT

F - 063

F - 064

F - 065

F - 066

F - 067

F - 068

F - 069

F - 070

F - 071

F - 072

F - 073

F - 074

F - 075

MEDICINE PATIENT ROOM

F - 176

F - 174

NURSE MAINTAINANCE STATION CORRIDOR

NURSE STATION

F - 177

EMERGENCY STAIRS

MAINTAINANCE CORRIDOR

F - 183

F - 187

J 21

UTILITIES

F - 601

AIR LOCK

F - 144

5850

ISOLATION ROOM NO. 1

F - 145

F - 144

ISOLATION ROOM NO. 1

F - 144

F - 145

TOILET

F - 143

6500

AIR LOCK AIR LOCK

6500

PATIENT

F - 116

F - 115

F - 114

F - 292

6493

GARBAGE CHUTE\WASTE DISPOSAL

3657

2857

6508

RECEPTION

CHIEF NURSE

F - 179

F - 178

F - 180

6465

DOCTORS DOCTOR LOUNGE OFFICE

F - 181

F - 175

F - 186

6900

F - 076

PATIENT

F - 077

F - 078

F - 079

F - 080

F - 081

F - 083

F - 084

F - 085

F - 086

F - 087

F - 088

PATIENT

F - 101

F - 100

F - 099

F - 098

F - 097

F - 096

F - 095

F - 094

F - 093

F - 092

F - 091

F - 090

F - 089

BIN FOR

COM

RIYA

JEDD

KHM

J PATIENT

PATIENT

F - 113

F - 112

F - 111

F - 110

F - 109

F - 108

F - 107

F - 106

F - 105

F - 104

F - 103

F - 102

3650

2850

6480

PATIENT

5800

PATIENT

1 / A413

7198

PATIENT

1 / A410

6500

5500

5800

5500

1 / A411

F - 133

STORE RM.

F - 168

1 / A408

LOCKER

FEMALE STAFF TOILET & SHOWER

F - 132

ASSEMPLY AREA

FEMALE STAFF LOUNGE

MALE STAFF TOILET & SHOWER

OFFICE

MALE STAFF LOUNGE

5603

UTILITIES

6912

5603

3900

A 3900

5850

1 / A411 1 / A412

1 / A412 1 / A413

FIRST FLOOR PLAN 1 : 200

DES

1 / A415 1 / A416

1 / A414 1 / A415 1

5850

6500

6493

3657

2857

6508

6465

6900

6480

14 6500

15 3650

2850

6500

18 6500

19 6500

20 5850

UTILITIES

S - 125

S - 127

S - 128

S - 129

AIR LOCK

LOCKER

MALE STAFF LOUNGE

S - 130

S - 132

S - 148

S - 131

S - 135

6912

TOILET

AIR LOCK

PATIENT

UTILITIES

S - 120

S - 119

S - 125

S - 123

S - 127

S - 189

S - 137

PATIENT

NURSE STATION

CORRIDOR

NURSE STATION

PATIENT

S - 001

S - 002

S - 003

S - 004

S - 005

S - 006

S - 007

S - 008

S - 009

S - 010

S - 011

S - 012

S - 172

S - 188

S - 170

S - 024

S - 025

S - 026

S - 027

S - 028

S - 029

S - 030

S - 031

S - 032

S - 033

S - 034

S - 035

S - 036

S - 592 PATIENT

PATIENT

MEDICINE ROOM

S - 023

S - 022

S - 021

S - 020

S - 019

S - 018

S - 017

S - 016

S - 015

S - 014

S - 013

S - 173

MEDICINE PATIENT ROOM

S - 184

S - 171

S - 049

PATIENT

S - 048

S - 047

S - 046

S - 045

S - 043

S - 042

S - 041

S - 040

S - 039

S - 038

S - 037

MAINTAINANCE CORRIDOR

S - 167 STORE RM.

S - 163

UTILITIES

S - 161

EQUIPMENT STORAGE

S - 165

S - 160

4023

UTILITIES

S - 164

HANDICAP TOILET

EQUIPMENT STORAGE

S - 158

S - 156

S - 153

MALE PATIENT TOILET & SHOWER

FEMALE PATIENT TOILET & SHOWER

S - 159

S - 157

PHARMACY PHARMACY MED. MED. STORE STORE

S - 155

S - 154

PROCEDURE TREATMENT

CLEAN UTILITY

S - 151

S - 149

PROCEDURE TREATMENT

CLEAN UTILITY

S - 152

S - 150

3886

3886 16

PHARMACY MED. STORE

UTILITIES

S - 185

S - 166

MAINTAINANCE CORRIDOR

E F G

4023

5515

TOILET

PATIENT

5515

OFFICE

H PATIENT

PATIENT

S - 062

S - 061

S - 060

S - 059

S - 058

S - 057

S - 056

S - 054

S - 053

S - 052

S - 051

PATIENT MEDICINE ROOM

S - 050

7198

I PATIENT

PATIENT

S - 063

S - 064

S - 065

S - 066

S - 067

S - 068

S - 069

S - 070

S - 071

S - 072

S - 073

S - 074

S - 075

MEDICINE PATIENT ROOM

S - 176

S - 174

NURSE MAINTAINANCE STATION CORRIDOR

NURSE STATION

S - 177

EMERGENCY STAIRS

PATIENT

S - 077

S - 078

S - 079

S - 080

S - 081

S - 083

S - 084

S - 085

S - 086

S - 087

S - 088

PATIENT

S - 101

S - 100

S - 099

S - 098

S - 097

S - 096

S - 095

S - 094

S - 093

S - 092

S - 091

S - 090

S - 089

S - 187

UTILITIES

S - 601

AIR LOCK

S - 144

5850

ISOLATION ROOM NO. 1

S - 145

S - 144

ISOLATION ROOM NO. 1

S - 145

TOILET

S - 143

6500

AIR LOCK AIR LOCK

6500

PATIENT

S - 116

S - 115

S - 114

S - 292

6493

GARBAGE CHUTE\WASTE DISPOSAL

3657

2857

6508

S - 181

RECEPTION

CHIEF NURSE

S - 179

S - 178

S - 180

6465

DOCTORS DOCTOR LOUNGE OFFICE

6900

COM

JEDDA

KHMIS

J PATIENT

PATIENT

S - 113

S - 112

S - 111

S - 110

S - 109

S - 108

S - 107

S - 106

S - 105

S - 104

S - 103

S - 102

3650

2850

6480

BIN J FOR

RIYAD

MAINTAINANCE CORRIDOR

S - 183

S - 175

S - 186

S - 076

PATIENT

5800

PATIENT

1 / A419

7198

PATIENT

1 / A416

6500

5500

5800

5500

1 / A417

S - 136

S - 590

S - 168

1 / A414

S - 134

STORE RM.

LOCKER

S - 133

FEMALE STAFF TOILET & SHOWER

OFFICE

ASSEMPLY AREA

FEMALE STAFF LOUNGE

MALE STAFF TOILET & SHOWER

S - 591

5603

6912

3900

A 3900

5850

PRO

1 / A417 1 / A418

1 / A418 1 / A419

SECOND FLOOR PLAN 1 : 200

DRA

DESIG

DRAW

CHEC

ARAR MUSEUM Arar - KSA Softwares: Revit, Navisworks, Dynamo Studio, Adobe Suite

Scope:

Deliver a full BIM process for the project with (3D) Models, Time Schedule (4D), Cost Analysis (5D), Sustainability (6D) and ending with facility management (7D) in addition to applying automation concept through Dynamo Scripts, including collaboration & work-sharing, coordination, BOQ, LOD, BEP.

Description:

Totally footprint area 8500 square meters, two basements, ground floor, and five floors above.

Cl ash Detection Cl ash Matrix

Navisworks

Energy Analysis 6D Cl ash Report

Construction Simul ation

Construction Timeline

MODELING IN DYNAMO PEDESTRIAN BRIDGE Description:

- Setting out geometry for a fancy pedestrian bridge from scratch in Dynamo. Softwares: Revit, Dynamo

MODELING IN DYNAMO THE GHERKIN TOWER Description:

- Place adaptive component on points from curves. Softwares: Revit, Dynamo

MODELING IN DYNAMO 3D SPACE FRAME TOP CHORD

MODELING IN DYNAMO SURFACE MODEL BY SELECTED FACES

AUTOMATION IN DYNAMO Acronym levels

Rename Revit Families

Data Validation

Naming Convension Checker Quick

Isol ate Cl ashes

Room Finishes