BIM Portfolio 2023 | Selected Works by Risin CK

S E L E C T E D W O R K S 2 0 2 3 BIM PORTFOLIO Risin C. K.

Risin C K

Architect / Designer

Dedicated architecture graduate with a dynamic blend of passion, creativity, and a tech-first approach to design. While my professional experience may be modest, I approach each project with an insatiable curiosity and a strong affinity for integrating technology. Leveraging my knowledge of BIM workflow and proficiency in Revit software, acquired from Novatr, I orchestrate projects with streamlined efficiency. My proactive engagement with cutting-edge technologies, like computational design, virtual reality, photogrammetry, and more, underlines my commitment to exploring novel avenues within architecture.

BIM

STACKED TOWER

Capstone Project / Bim Professional Course

Apartment Project in Kerala / Practise Project

Page 4 - 25 Page 26 - 27

WORKING DRAWINGS

Assorted Projects / Practise Works

Page 28 - 29

Table of Contents ■ 3

K-APARTMENTS

2 A101 DOUBLE HEIGHT RECEPTION AS/SPECS. Ground Bottom First Atrium Door 1550 3750 700 3050 450 24MM THICK DGU GLASS AS/SPECS. Ground Floor 0 Skirting 450 First Floor 4200 Door Portal 3500 600 900 2600 450 Ground Floor 0 Bottom of Truss 9500 Skirting 450 First Floor 4200 Atrium Roof 7950 Door Portal 3500 B A101 A A101 900 1500 1500 1500 1500 1500 650 450 100(W)x200(H)mm, 3mm thick Powder coated Al. sheet C-section as/details/specs. Cement fibre board classing as/details/specs. 24mm thick DGU glass as/specs. Powder coated Al. transom as/specs. Powder coated Al. convection glazing frame as/specs. 50mm thick white sandstone coping as/details/specs. 30mm thick white sandstone (type 1 finish) wet cladding as/details/specs. 1 100 Floor Plan F 1 : 100 Elevation E 1 : 25 Section 1 1 1 : 50 Section 2 2 1 : 25 Detail A A 1 : 25 Detail B B 24mm thick DGU glass as/specs. Powder coated Al. Window frame as/details/specs. 30mm thick white sandstone wet cladding anchor to block work as/details/specs. 18mm thick granite stone flooring as/details/specs. 50mm thick white sandstone coping as/details/specs. Low VOC acrylic emulsion paint finish on 18mm thick external grade plaster as/specs. 8mm thick cement fibre board cladding finish as/specs. 150 to 75mm thick light weight cc screen laid to fall to roof drain 24mm thick DGU glass as/specs.

STACKED TOWER | ENZYME

Capstone Project | Bim Professional Course

To redevelop an existing high-rise building that was built back in the 70s which is located at the intersection between Wellington Street & Queen’s Road Central in the Central District of Hong Kong. Existing building does not maximize the currently allowed GFA for the plot. Despite the underutilized GFA, it would also study the possibility of another building volume that can give a better return on Investment,

also making it a landmark in the critical urban point. So the building is to be extended to 21 storeys with mixed-use offices and service apartments. The project is worked adhering to the RIBA Plan of work.

Site Area: 203.7 sqm

Current GFA: 1430.7 sqm

Max. Floor Area: 162.7 sqm

Max. No of Floors: 21 storeys

FAR Achieved: 13.7

GFA Achieved: 2792 sqm

Level of Detail: LOD 350

Tools Used:

Autodesk Revit, Navisworks, Dynamo, Lumion

Bim Portfolio ■ 4

L16 120 L17 120 L18 120 L19 90 L20 120 L21 120 Total 2806.2 Hint

Stage 0 Current building volume Stage 1 Extrude to the maximum allowed number of stories Stage 2 Creating a series of set-backs allowed as per the local regulation of the addition of extra stories, in order to make up for the lost GFA

L17 120 L18 120 L19 90 L20 120 L21 120 Total 2806.2 Hint

Stage 3 The creation of sky gardens and public spaces, also allows the volume to grow higher recovering GFA, increasing the final number of stories Stage 0 Current building volume Stage 1 Extrude to the maximum allowed number of stories Stage 2 Creating a series of set-backs allowed as per the local regulation of the addition of extra stories, in order to make up for the lost GFA Stage 3 The creation of sky gardens and public spaces, also allows the volume to grow higher recovering GFA, increasing the final number of stories

MASSING DEVELOPMENT

Concept design study using Revit mass family & design options

Design documents in the form of autocad drawings are referred to create 3D massing form as Revit mass family, and then the per floor GFA is carefully monitered to iterate the design, and to arrive at optimum balance between design features and GFA. Revit design option tool is used to swiftly replace options.

Key Learnings: Massing-Floor Area relation, Revit mass modeling, Area schedules.

Bim Portfolio ■ 6

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Lead Design BIM Consultant Client Local Architect Electrical Engineer @ A1 Project Name Drawing Title Project No: Drawing No: Scale: Rev. Check: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: Drawn: Date: GENERAL NOTES 1. This drawing is Enzyme APD's property and must not be retained, copied or used without Enzyme APD's authority. 2. All drawings are to be read in conjunction with other relevant drawings and specifications of the same and other disciplines. 3. This drawing is not to be scaled. Only written dimensions are to be followed. Any discrepancy must be advised to the Architect and the Engineer. 4. All dimensions are metric unless otherwise indicated. 5. The walls are dimensioned to the unfinished face of masonry or concrete unless otherwise noted. 6. Final coordination is the responsibility of the contractor. Any discrepancy must be brought to the attention of the Architect and the Engineer and must be resolved before commencement of work. ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong AEC Engineering Co 1208, IFC, West Kowloon Hong Kong AEC Engineering Co AEC Engineering Co 1208, IFC, West Kowloon Hong Kong 1208, IFC, West Kowloon Hong Kong ABC ABC ABC AEC AEC AEC Enzyme APD Ltd 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong 004 - ENZ - ARC - A101 004 06/17/23 Massing ENZYME - ONEISTOX Capstone Project Queens Road Central, Central District Sheung Wan, Hong Kong N 22° 17' 5.40'' E 114° 9' 12.12'' TBD ENZYME Risin Yugal Massing Option 1 Mass Floor Schedule LevelFloor Area L 0 152 m² L 1 152 m² L 2 152 m² L 3 152 m² L 4 152 m² L 5 152 m² L 6 85 m² L 7 135 m² L 8 135 m² L 9 135 m² L 10 110 m² L 11 141 m² L 12 141 m² L 13 141 m² L 14 88 m² L 15 122 m² L 16 122 m² L 17 91 m² L 18 111 m² L 19 111 m² L 20 111 m² L 21 111 m² Grand total: 222800 m² Rev Description Date Massing Option 2 Mass Floor Schedule 2 vg Floor Area L 0 145 m² L 1 150 m² L 2 154 m² L 3 158 m² L 4 161 m² L 5 165 m² L 6 69 m² L 7 135 m² L 8 139 m² L 9 144 m² L 10 149 m² L 11 59 m² L 12 124 m² L 13 129 m² L 14 133 m² L 15 137 m² L 16 142 m² L 17 55 m² L 18 106 m² L 19 111 m² L 20 117 m² L 21 123 m² Grand total: 222805 m² ve veve0 0 Lead Design BIM Consultant Client Local Architect Electrical Engineer @ A1 Project Name Drawing Title Project No: Drawing No: Scale: Rev. Check: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: Drawn: Date: GENERAL NOTES 1. This drawing is Enzyme APD's property and must not be retained, copied or used without Enzyme APD's authority. 2. All drawings are to be read in conjunction with other relevant drawings and specifications of the same and other disciplines. 3. This drawing is not to be scaled. Only written dimensions are to be followed. Any discrepancy must be advised to the Architect and the Engineer. 4. All dimensions are metric unless otherwise indicated. 5. The walls are dimensioned to the unfinished face of masonry or concrete unless otherwise noted. 6. Final coordination is the responsibility of the contractor. Any discrepancy must be brought to the attention of the Architect and the Engineer and must be resolved before commencement of work. ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong AEC Engineering Co 1208, IFC, West Kowloon Hong Kong AEC Engineering Co AEC Engineering Co 1208, IFC, West Kowloon Hong Kong 1208, IFC, West Kowloon Hong Kong ABC ABC ABC AEC AEC AEC Enzyme APD Ltd 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong 004 - ENZ - ARC - A101 004 06/17/23 Massing ENZYME - ONEISTOX Capstone Project Queens Road Central, Central District Sheung Wan, Hong Kong N 22° 17' 5.40'' E 114° 9' 12.12'' TBD ENZYME Risin Yugal Massing Option 1 Mass Floor Schedule LevelFloor Area L 0 152 m² L 1 152 m² L 2 152 m² L 3 152 m² L 4 152 m² L 5 152 m² L 6 85 m² L 7 135 m² L 8 135 m² L 9 135 m² L 10 110 m² L 11 141 m² L 12 141 m² L 13 141 m² L 14 88 m² L 15 122 m² L 16 122 m² L 17 91 m² L 18 111 m² L 19 111 m² L 20 111 m² L 21 111 m² Grand total: 222800 m² Rev Description Date Massing Option 2 Mass Floor Schedule 2 vg Floor Area L 0 145 m² L 1 150 m² L 2 154 m² L 3 158 m² L 4 161 m² L 5 165 m² L 6 69 m² L 7 135 m² L 8 139 m² L 9 144 m² L 10 149 m² L 11 59 m² L 12 124 m² L 13 129 m² L 14 133 m² L 15 137 m² L 16 142 m² L 17 55 m² L 18 106 m² L 19 111 m² L 20 117 m² L 21 123 m² Grand total: 222805 m²

2 3 4 5 6 A B C N 816216419 E 833845456 08 1 2 Property Line Proper y L ne 1 07 08 -75 +0 +1796 +0 +0 +2400 +0 QUEENS ROAD CENTRAL WELLINGTON STREET DOWN TO UNDERGROUND FOOTPATH FOOTPATH FOOTPATH ENTRY ENTRY 12 07 ENTRY Lead Client Local Electrical Project Firefighting Interior Structural Mechanical or 2. specifications 3. followed. Engineer. 4. 5. unless 6. must be Project Enter Owner 1 : 100 Site Plan 1

PLAN

SITE

MODEL SEGREGATION

Building is split into 3 zones, each with arch, struc & mep file.

Seperate volumes are assigned to task teams to geospatially locate their proposed components and design elements. Multiple models for each discipline as per a portion (a group of levels) of the project, and the architecture model used for documentation The Architectural and Structural models will follow a separation by floors. Structural models should also follow construction joints.

Key Learnings: Revit worksets, Collaboration, Linking multiple revit files.

Bim Portfolio ■ 8

Lead Design BIM Consultant Client Local Architect Electrical Engineer @ A1 Project Name Drawing Title Project No: Drawing No: Scale: Rev. Check: Interior Designer Stage: Drawn: Date: GENERAL NOTES 1. This drawing is Enzyme APD's property and must not be retained, copied or used without Enzyme APD's authority. 2. All drawings are to be read in conjunction with other relevant drawings and specifications of the same and other disciplines. 3. This drawing is not to be scaled. Only written dimensions are to be followed. Any discrepancy must be advised to the Architect and the Engineer. 4. All dimensions are metric unless otherwise indicated. 5. The walls are dimensioned to the unfinished face of masonry or concrete unless otherwise noted. 6. Final coordination is the responsibility of the contractor. Any discrepancy must be brought to the attention of the Architect and the Engineer and must be resolved before commencement of work. ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong Sheung Wan, Hong Kong AEC Engineering Co 1208, IFC, West Kowloon Hong Kong ABC ABC AEC Enzyme APD Ltd 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong Project Number - ENZ - ARC - 01 Project Number 11/09/22 G101_CoverSheet Project Name Enter address here Project Status Owner Risin Yugal Rev Description Date ENZYME - Capstone Project Stage 04 - Technical Design Z O N E0 2 Sheet List Sl No. Sheet Name 01G101_CoverSheet 02G102_Assembly 03A101_Site Plan 04A102_Floor Plans 05A103_Area Schemes 06A104_Fire Safety 07A105_Sectional Details Sheet List Sl No. Sheet Name 08A106_Elevational Details 09A107_Floor View 10A108_Facade Study 11E101_RCP 12S101_Framing Plans 13S102_Edge of Slab Plan Final Massing Render Zone 1: B1 to L6 Zone 2: L7 to L14 Zone 3: L15 to L21

COORDINATION MODEL

followed. Any discrepancy must be advised to the Architect and the must be brought to the attention of the Architect and the Engineer and must Local Architect

Architecture Model MEP Model Structural Model Models of different disciplines linked into single model.

Key components shown as legends to document commonly used elements.

Key Learnings: Family creation, Legend components, Annotations.

Gypsum Board Insulation (Cellulose) 15 70 15 Gypsum Board Insulation (Cellulose) 15 45 15 Floor Finish Insulation (Foam Seal) Cement Screed 50 75 25 Floor Finish Insulation (Foam Seal) Cement Screed 50 50 50 Floor Finish Cement Screed 50 50 Grass Cement Screed 400 (Varies) 50 1000 400 100 50 Vision Panel 1100 1000 2000 425 400 1175 1 5 100MM THICK WALL 1 : 5 75MM PARTITION WALL 1 : 5 FLOOR F1 1 5 FLOOR F2 1 : 5 FLOOR F3 1 : 5 FLOOR F4 F5 F6 1 : 25 Fire Door , 1 : 25 Fire Door Elevation 1 25 Fire Door Section .

ASSEMBLY

Key Learnings: Revit modeling, System families, Area schemes, Visiblity graphics, Documentation, Schedules.

Drawing Title Drawing No: Project Number A107_Floor View Project Status

3 2 3 4 5 1 Office 2 Office 1 Lift Lobby Office 3 Lift Toilet Toilet R.M. Passage Passage R.M. Lift Staircase 6000 165° 5158 D5 WN1 WN1 D4 D4 D2 D2 D2 D2 D2 D2 D4 D4 2 07 Room 4 A B 1 07 9 Room Typical Lift Lift Lift Office Office Office PassageL PassageL R.M.L R.M.L StaircaseL ToiletL ToiletL Grand 1 : 75 Atypical Floor Plan -L 14 2 Atypical Lift Lift Lift Office Office Terrace Office PassageL PassageL R.M.L R.M.L StaircaseL ToiletL ToiletL Grand 5043 Room Legend Lift Lift Lobby Office 1 Office 1 Terrace Office 2 Passage R.M. Staircase Toilet Lead Design BIM Consultant Client Local Architect Electrical Engineer @ A1 Project Name Drawing Title Project No: Drawing No: Scale: Check: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: Drawn: Date: GENERAL NOTES 1. This drawing is Enzyme APD's property and must not be retained, copied or used without Enzyme APD's authority. 2. All drawings are to be read in conjunction with other relevant drawings and specifications of the same and other disciplines. 3. This drawing is not to be scaled. Only written dimensions are to be followed. Any discrepancy must be advised to the Architect and the Engineer. 4. All dimensions are metric unless otherwise indicated. 5. The walls are dimensioned to the unfinished face of masonry or concrete unless otherwise noted. 6. Final coordination is the responsibility of the contractor. Any discrepancy must be brought to the attention of the Architect and the Engineer and must be resolved before commencement of work. ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong AEC Engineering Co 1208, IFC, West Kowloon Hong Kong ABC ABC ABC AEC Enzyme APD Ltd 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong 1 75 Project Number 1/07/23 A102_Floor Plans Project Name Enter address here Project Status Owner Rev Description Date Atypical Floor Room Schedule L 14 Name Level Area Lift L 143 m² Lift L 143 m² Lift LobbyL 1413 m² Office 1L 1424 m² Office 1 Terrace L 1428 m² Office 2L 1432 m² PassageL 144 m² PassageL 144 m² R.M.L 141 m² R.M.L 141 m² StaircaseL 1410 m² ToiletL 142 m² ToiletL 142 m² Grand total: 13127 m² 1 Office 3 4625 5158 D4 D4 Room Legend Lift Lift Lobby Office 1 Office 2 Office 3 Passage R.M. Staircase Toilet 1 Office 2 4625 5043 Room Legend Lift Lift Lobby Office 1 Office 1 Terrace Office 2 Passage R.M. Staircase Toilet Lead Design BIM Consultant Client Local Architect Electrical Engineer Project Name Drawing Title Project No: Drawing No: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: 5. The walls are dimensioned to the unfinished face of masonry or concrete unless otherwise noted. 6. Final coordination is the responsibility of the contractor. Any discrepancy must be brought to the attention of the Architect and the Engineer and must be resolved before commencement of work. ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong AEC Engineering Co 1208, IFC, West Kowloon Hong Kong AEC Engineering Co AEC Engineering Co 1208, IFC, West Kowloon Hong Kong 1208, IFC, West Kowloon Hong Kong ABC ABC AEC AEC AEC Project Number A102_Floor Plans Project Name Enter address here Owner Rev Description Date Typical Floor Room Schedule - L 8 Name Level Area Lift L 83 m² Lift L 83 m² Lift LobbyL 813 m² Office 1L 822 m² Office 2L 832 m² Office 3L 826 m² PassageL 84 m² PassageL 84 m² R.M.L 81 m² R.M.L 81 m² StaircaseL 810 m² ToiletL 82 m² ToiletL 82 m² Grand total: 13 123 m² Atypical Floor Room Schedule - L 14 Name Level Area Lift L 143 m² Lift L 143 m² Lift LobbyL 1413 m² Office 1L 1424 m² Office 1 Terrace L 1428 m² Office 2L 1432 m² PassageL 144 m² PassageL 144 m² R.M.L 141 m² R.M.L 141 m² StaircaseL 1410 m² ToiletL 142 m² ToiletL 142 m² Grand total: 13127 m² TYPICAL FLOOR PLAN Floor plan, rendered view & sellable area plan of Level 8 2 3 4 5 6 A B C 1 Area Schemes Non-Sellable Area Sellable Area 38 m² Sellable Area 42 m² Non-Sellable Area 59 m² Sellable Area 2 3 4 5 6 C 1 Area Schemes Non-Sellable Area Sellable Area 42 m² Non-Sellable Area 1 75 Atypical Floor Area Scheme -L 14 2 Area Schemes Non-Sellable Area Sellable Area 38 m² Sellable Area 42 m² Non-Sellable Area 59 m² Sellable Area 2 3 4 5 1 Area Schemes Non-Sellable Area Sellable Area 32 m² Sellable Area 42 m² Non-Sellable Area 59 m² Sellable Area Lead Design BIM Consultant Client Local Architect Electrical Engineer @ A1 Project Name Drawing Title Project No: Drawing No: Scale: Rev. Check: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: Drawn: Date: ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong AEC Engineering Co 1208, IFC, West Kowloon Hong Kong AEC Engineering Co AEC Engineering Co 1208, IFC, West Kowloon Hong Kong 1208, IFC, West Kowloon Hong Kong ABC ABC ABC AEC AEC AEC Enzyme APD Ltd 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong 1 75 Project Number - ENZ - ARC - 05 Project Number 1/07/23 A103_Area Schemes Project Name Enter address here Project Status Owner Risin Yugal

Typical Floor View -L8

Atypical Floor View -L14

Typical Floor Plan -L 8

Floor plan, rendered view & sellable area plan of Level 14

ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong

2 3 4 5 1 Office 1 Lift Lobby Office 2 Lift Toilet Toilet R.M. Passage Passage R.M. Lift Staircase Office 1 Terrace 165° 6000 5043 D2 D4 D4 D2 D4 D4 D2 D2 D2 D2 2 07 Room

Atypical Lift Lift Lift Office Office Terrace Office PassageL PassageL R.M.L R.M.L StaircaseL ToiletL ToiletL Grand Room Legend Lift Lift Lobby Office 1 Office 2 Office 3 Passage R.M. Staircase Toilet Lead Design BIM Consultant Client Local Architect Electrical Engineer @ A1 Project Name Drawing Title Project No: Drawing No: Scale: Rev. Check: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: Drawn: Date: AEC Engineering Co 1208, IFC, West Kowloon Hong Kong AEC Engineering Co 1208, IFC, West Kowloon Hong Kong AEC AEC 1 75 Project Number - ENZ - ARC - 04 Project Number 1/07/23 A102_Floor Plans Project Name Enter address here Project Status Owner Risin Yugal Grand total: 13 123 m² 1 Office 2 4625 5043 D4 D4 Room Legend Lift Lift Lobby Office 1 Office 1 Terrace Office 2 Passage R.M. Staircase Toilet Lead Design BIM Consultant Client Local Architect Electrical Engineer @ A1 Project Name Drawing Title Project No: Drawing No: Scale: Rev. Check: Firefighting Consultant Interior Designer Structural Engineer Stage: Drawn: Date: ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong West Kowloon Hong Kong AEC Engineering Co AEC Engineering Co 1208, IFC, West Kowloon Hong Kong 1208, IFC, West Kowloon Hong Kong ABC ABC ABC AEC AEC Enzyme APD Ltd 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong 1 75 Project Number - ENZ - ARC - 04 Project Number 1/07/23 A102_Floor Plans Project Name Enter address here Project Status Owner Risin Yugal Atypical Floor Room Schedule L 14 Name Level Area Lift L 143 m² Lift L 143 m² Lift LobbyL 1413 m² Office 1L 1424 m² Office 1 Terrace L 1428 m² Office 2L 1432 m² PassageL 144 m² PassageL 144 m² R.M.L 141 m² R.M.L 141 m² StaircaseL 1410 m² ToiletL 142 m² ToiletL 142 m² Grand total: 13127 m²

ATYPICAL FLOOR PLAN

2 3 5 6 C 1 Area Schemes Non-Sellable Area Sellable Area 42 m² Non-Sellable Area Area Schemes Non-Sellable Area Sellable Area 38 m² Sellable Area 42 m² Non-Sellable Area 59 m² Sellable Area 2 3 4 5 1 Area Schemes Non-Sellable Area Sellable Area 32 m² Sellable Area 42 m² Non-Sellable Area 59 m² Sellable Area Lead Design BIM Consultant Client Local Architect Electrical Engineer @ A1 Project Name Drawing Title Project No: Drawing No: Scale: Rev. Check: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: Drawn: Date: ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong AEC Engineering Co 1208, IFC, West Kowloon Hong Kong AEC Engineering Co AEC Engineering Co 1208, IFC, West Kowloon Hong Kong 1208, IFC, West Kowloon Hong Kong ABC ABC ABC AEC AEC AEC Enzyme APD Ltd 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong 1 75 Project Number - ENZ - ARC - 05 Project Number 1/07/23 A103_Area Schemes Project Name Enter address here Project Status Owner Risin Yugal

FIRE SAFETY PLAN

Floor plan for Level 8 showing fire evacuation routes from each room and fire rating for building elements.

Fire safety plan outlines measures and strategies to prevent, detect, and respond to fire incidents within a specific facility or building. It includesdetails on fire prevention measures, fire alarm systems, evacuation procedures, fire suppression systems, and emergency response protocols. The aim of the fire plan for sanctioning is to ensure the safety of occupants and property in the event of a fire and to meet the necessary

Key Learnings:

Path of Travel, Shared parameters, Filters, Overrides, Schedules.

LevelSpeedTime

Lift Lobby 4Passage 125816L 84.8 km/h4.3 s

Lift Lobby 4Passage 135818L 84.8 km/h4.3 s

Toilet 9Passage 136564L 84.8 km/h4.9 s

Toilet 15Passage 126642L 84.8 km/h5.0 s

Office 3 5Passage 127676L 84.8 km/h5.7 s

2 3 4 5 6 C 1 Hour Hour

2 3 4 5 6 1 FFR 2 Hours 2 Hours FFR Hours Hours Hours Hours FFR Hours Hours FFR 2 Hours 2 Hours FFR 15 Mins Hours FFR 30 Mins FFR 30 Mins FFR 1 Hour Hour FFR 1 Hour Hour 30 Mins Lead Design BIM Consultant Client Local Architect Electrical Engineer Project Name Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer GENERAL NOTES 1. This drawing is Enzyme APD's property and must not be retained, copied or used without Enzyme APD's authority. 2. All drawings are to be read in conjunction with other relevant drawings and specifications of the same and other disciplines. 3. This drawing is not to be scaled. Only written dimensions are to be followed. Any discrepancy must be advised to the Architect and the Engineer. 4. All dimensions are metric unless otherwise indicated. 5. The walls are dimensioned to the unfinished face of masonry or concrete unless otherwise noted. 6. Final coordination is the responsibility of the contractor. Any discrepancy must be brought to the attention of the Architect and the Engineer and must be resolved before commencement of work. ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong AEC Engineering Co 1208, IFC, West Kowloon Hong Kong AEC Engineering Co AEC Engineering Co 1208, IFC, West Kowloon Hong Kong 1208, IFC, West Kowloon Hong Kong ABC ABC ABC AEC AEC AEC Enzyme APD Ltd 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong Project Name Enter address here Owner Rev Description Date 1 : 60

Safety Plan -L 8 Path of Travel Schedule From RoomTo Room Lengt h LevelSpeedTime Lift Lobby 4Passage 125816L 84.8 km/h4.3 s Lift Lobby 4Passage 135818L 84.8 km/h4.3 s Toilet 9Passage 136564L 84.8 km/h4.9 s Toilet 15Passage 126642L 84.8 km/h5.0 s Office 3 5Passage 127676L 84.8 km/h5.7 s Path of Travel Schedule From RoomTo Room Lengt h LevelSpeedTime Office 2 21Passage 138509L 84.8 km/h6.3 s R.M. 8Passage 138638L 84.8 km/h6.4 s R.M. 16Passage 128914L 84.8 km/h6.6 s Office 1 7Passage 1314578L 84.8 km/h10.9 s

Fire

Capstone Project ■ 15

CEILING PLANS

Reflected Ceiling Plans showing Lighting & Ceiling system for Level 7, 8, 14

Reflected ceiling plan or RCPs shows the view up from each floor to document the ceiling construction along with related structural systems, lighting fixtures, HVAC and other MEP outlets through the false ceiling. In this project, Glulam timber slats and Gypsum boards are used in different sections as shown in the RCP.

Key Learnings:

Ceiling families, beam systems, lighting fixtures, tags.

2 3 4 5 6 A B C 1 1 07 07 C2 2800 mm A.F.F. C1 2700 mm A.F.F. C2 2800 mm A.F.F. 896 1500 1500 800 1796 1300 1600 833 1800 1675 850 1100 1600 1600 1700 1000 1500 2100 3200 2200 2100 1300 1048 1475 745 2 3 4 5 6 A B C 1 1 07 07 C1 2700 mm A.F.F. C2 2800 mm A.F.F. C1 2700 mm A.F.F. 896 1500 1500 800 1796 1300 1600 833 1800 1675 850 1100 1600 1600 1700 1000 1510 2100 3200 2200 2100 1048 1475 743 2 3 4 5 6 A B C 1 1 07 07 C1 2700 mm A.F.F. C2 2800 mm A.F.F. C1 2700 mm A.F.F. 896 1500 1500 1796 1300 1800 1675 850 1100 1600 1600 1700 1000 1610 1310 1400 1475 830 Lead Design BIM Consultant Client Local Architect Electrical Engineer @ A1 Project Name Drawing Title Project No: Drawing No: Scale: Rev. Check: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: Drawn: Date: GENERAL NOTES 1. This drawing is Enzyme APD's property and must not be retained, copied or used without Enzyme APD's authority. 2. All drawings are to be read in conjunction with other relevant drawings and specifications of the same and other disciplines. 3. This drawing is not to be scaled. Only written dimensions are to be followed. Any discrepancy must be advised to the Architect and the Engineer. 4. All dimensions are metric unless otherwise indicated. 5. The walls are dimensioned to the unfinished face of masonry or concrete unless otherwise noted. 6. Final coordination is the responsibility of the contractor. Any discrepancy must be brought to the attention of the Architect and the Engineer and must be resolved before commencement of work. ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong AEC Engineering Co 1208, IFC, West Kowloon Hong Kong AEC Engineering Co AEC Engineering Co 1208, IFC, West Kowloon Hong Kong 1208, IFC, West Kowloon Hong Kong ABC ABC ABC AEC AEC AEC Enzyme APD Ltd 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong 1 100 Project Number - ENZ - ARC - 11 Project Number 1/07/23 E101_RCP Project Name Enter address here Project Status Owner Risin Yugal Rev Description Date 1 : 100 Reflected Ceiling Plan -L 7 1 1 : 100 Reflected Ceiling Plan -L 8 2 1 : 100 Reflected Ceiling Plan -L 14 3

ELEVATIONS

Elevations from key axes (North & South side)

Key Learnings: Visigibility Graphics, View templates.

Capstone Project ■ 19

SECTIONS & DETAILS

Longitudinal and transverse sections with callouts showing details.

Level 0 0 L 1 5000 L 2 8700 L 3 12400 L 4 16100 L 5 19800 L 6 23500 L 7 27200 L 8 30900 L 9 34600 L 10 38300 L 11 42000 L 12 45700 L 13 49400 L 14 53100 L 15 56800 L 16 60500 L 17 64200 L 18 67900 L 19 71600 L 20 75300 L 21 79000 L 22 82700 3 4 5 6 Basement 1 -3700 3700 3700 4050 6000 8125 7200 3 07 3700 3700 Lead Design BIM Consultant Client Local Architect Electrical Engineer Project Name Drawing Title Project No: Drawing No: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: GENERAL NOTES 1. or used without Enzyme APD's authority. 2. specifications of the same and other disciplines. 3. followed. Any discrepancy must be advised to the Architect and the Engineer. 4. 5. unless otherwise noted. 6. must be brought to the attention of the Architect and the Engineer and must be resolved before commencement of work. ABC Project Number A105_Sectional Details Project Name Enter address here Owner Rev 1 200 Section A 1 Level 0 0 L 1 5000 L 2 8700 L 3 12400 L 4 16100 L 5 19800 L 6 23500 L 7 27200 L 8 30900 L 9 34600 L 10 38300 L 11 42000 L 12 45700 L 13 49400 L 14 53100 L 15 56800 L 16 60500 L 17 64200 L 18 67900 L 19 71600 L 20 75300 L 21 79000 L 22 82700 2 3 4 5 6 Basement 1 -3700 1 3700 4050 6000 8125 7200 3 07 L 13 A 4 1000 Engineer. 4. All dimensions are metric unless 5. The walls are dimensioned unless otherwise noted. 6. Final coordination is the responsibility must be brought to the attention be resolved before commencement AEC Rev Description 1 : 200 Section A 1 Level 0 0 L 1 5000 L 2 8700 L 3 12400 L 4 16100 L 5 19800 L 6 23500 L 7 27200 L 8 30900 L 9 34600 L 10 38300 L 11 42000 L 12 45700 L 13 49400 L 14 53100 L 15 56800 L 16 60500 L 17 64200 L 18 67900 L 19 71600 L 20 75300 L 21 79000 Basement 1 -3700 3700 3700 4050 6000 8125 7200 3 07 42000 L 21 79000 3700 3700 4 5 W5 1000 2700 3700 150 600 200 3700 2700 1000 200 150 600 Lead Design BIM Consultant Client Local Architect Electrical Engineer Project Name Drawing Title Project No: Drawing No: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: ABC 806, 2-12 Sheung ABC 806, 2-12 Sheung ABC 806, 2-12 Sheung AEC 1208, West Hong AEC AEC 1208, West Hong 1208, West Hong ABC ABC ABC AEC AEC AEC Enzyme 806, 2-12 Sheung Project Number - ENZ Project Number A105_Sectional Details Project Name Enter address here Project Status Owner 1 : 200 Section A 1

Level 0 0 L 1 5000 L 2 8700 L 3 12400 L 4 16100 L 5 19800 L 6 23500 L 7 27200 L 8 30900 L 9 34600 L 10 38300 L 11 42000 L 12 45700 L 13 49400 L 14 53100 L 15 56800 L 16 60500 L 17 64200 L 18 67900 L 19 71600 L 20 75300 L 21 79000 L 22 82700 2 3 4 5 6 Basement 1 -3700 1 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 5000 3700 4050 6000 8125 7200 3 07 4 07 Level 0 0 L 1 5000 L 2 8700 L 3 12400 L 4 16100 L 5 19800 L 6 23500 L 7 27200 L 8 30900 L 9 34600 L 10 38300 L 11 42000 L 12 45700 L 13 49400 L 14 53100 L 15 56800 L 16 60500 L 17 64200 L 18 67900 L 19 71600 L 20 75300 L 21 79000 L 22 82700 A Basement 1 -3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 5000 3700 L 8 30900 L 9 34600 4 5 R1 W5 1000 2700 3700 1130 150 600 200 5970 L 8 30900 L 9 34600 1 D4 3700 2700 1000 200 150 600 2291 W1 Lead Design BIM Consultant Client Local Architect Electrical Engineer @ A1 Project Name Drawing Title Project No: Drawing No: Scale: Rev. Check: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: Drawn: Date: GENERAL NOTES 1. This drawing is Enzyme APD's property and must not be retained, copied or used without Enzyme APD's authority. 2. All drawings are to be read in conjunction with other relevant drawings and specifications of the same and other disciplines. 3. This drawing is not to be scaled. Only written dimensions are to be followed. Any discrepancy must be advised to the Architect and the Engineer. 4. All dimensions are metric unless otherwise indicated. 5. The walls are dimensioned to the unfinished face of masonry or concrete unless otherwise noted. 6. Final coordination is the responsibility of the contractor. Any discrepancy must be brought to the attention of the Architect and the Engineer and must be resolved before commencement of work. ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong AEC Engineering Co 1208, IFC, West Kowloon Hong Kong AEC Engineering Co AEC Engineering Co 1208, IFC, West Kowloon Hong Kong 1208, IFC, West Kowloon Hong Kong ABC ABC ABC AEC AEC AEC Enzyme APD Ltd 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong As indicated Project Number - ENZ - ARC - 07 Project Number 1/07/23 A105_Sectional Details Project Name Enter address here Project Status Owner Risin Yugal Rev Description Date 1 : 200 Section A 1 1 : 200 Section B 2 1 50 Detail 1 3 1 50 Detail 2 4

OX_Beam_Concrete_150X600MM_B5145550

OX_Beam_Concrete_200X600MM_B4345550

OX_Beam_Concrete_250X600MM_B3145550

OX_Beam_Concrete_500X600MM_B11145550

Floor_200MM_Concrete_SS1

Typical Framing Plan -L 12

OX_Beam_Concrete_150X600MM_B5127050

OX_Beam_Concrete_200X600MM_B4327050

OX_Beam_Concrete_500X600MM_B1827050

FRAMING PLANS

Floor_200MM_Concrete_SS1

Structural framing plan showing structural column, beam & floors.

Framing Plan -L

Bim Portfolio ■ 20 2 3 4 5 1 C1 C1 C1 C1 B1 (500x600MM) B1 (500x600MM) B1 (500x600MM) B1 (500x600MM) B1 (500x600MM) B1 (500x600MM) B2 (500x400MM) SS1 (200MM) B4 (200x600MM) B4 (200x600MM) B4 (200x600MM) B5 (150x600MM) B1 (500x600MM) B3 (150x600MM) B1 (500x600MM) B1 (500x600MM) 2 07 2 3 4 5 1 C1 C1 C1 C1 B1 (500x600MM) B1 (500x600MM) B1 (500x600MM) B1 (500x600MM) B1 (500x600MM) B1 (500x600MM) B2 (500x400MM) SS1 (200MM) B4 (200x600MM) B4 (200x600MM) B4 (200x600MM) B5 (150x600MM) 2 07

Floor Type OX_Structural Floor_200MM_Concrete_SS1 Structural Type OX_Beam_Concrete_150X600MM_B5145550 OX_Beam_Concrete_200X600MM_B4345550 OX_Beam_Concrete_250X600MM_B3145550 OX_Beam_Concrete_500X600MM_B11145550 Grand total: 16 1 75 Atypical

2 Structural Type OX_Beam_Concrete_150X600MM_B5127050 OX_Beam_Concrete_200X600MM_B4327050 OX_Beam_Concrete_500X600MM_B1827050 Grand total: 12 Floor Type OX_Structural Floor_200MM_Concrete_SS1 @ A1 Drawing Title Project No: Drawing No: Scale: Rev. Check: Stage: Drawn: Date: GENERAL NOTES 1. This drawing is Enzyme APD's property and must not be retained, copied or used without Enzyme APD's authority. 2. All drawings are to be read in conjunction with other relevant drawings and specifications of the same and other disciplines. 3. This drawing is not to be scaled. Only written dimensions are to be followed. Any discrepancy must be advised to the Architect and the Engineer. 4. All dimensions are metric unless otherwise indicated. 5. The walls are dimensioned to the unfinished face of masonry or concrete unless otherwise noted. 6. Final coordination is the responsibility of the contractor. Any discrepancy must be brought to the attention of the Architect and the Engineer and must be resolved before commencement of work. 1208, IFC, AEC 75 Project Number - ENZ - ARC - 12 Project Number 1/07/23 S101_Framing Plans Project Status Risin Yugal Rev Description Date Floor Schedule L12

Structural Beam Schedule - L 12

Structural Beam Schedule L 7

Floor Schedule - L7

B1 (500x600MM) B1 (500x600MM) Lead Design BIM Consultant Client Local Architect Electrical Engineer @ A1 Project Name Drawing Title Project No: Drawing No: Scale: Rev. Check: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: Drawn: Date: 6. Final coordination is the responsibility of the contractor. Any discrepancy must be brought to the attention of the Architect and the Engineer and must be resolved before commencement of work. ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong AEC Engineering Co 1208, IFC, West Kowloon Hong Kong AEC Engineering Co AEC Engineering Co 1208, IFC, West Kowloon Hong Kong 1208, IFC, West Kowloon Hong Kong ABC ABC ABC AEC AEC AEC Enzyme APD Ltd 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong 75 Project Number - ENZ - ARC - 12 Project Number 1/07/23 S101_Framing Plans Project Name Enter address here Project Status Owner Risin Yugal Rev Description Date Floor Schedule L12 Type Top LevelArea OX_Structural Floor_200MM_Concrete_SS1 4555086 m² Structural Beam Schedule - L 12 Type CountElevation OX_Beam_Concrete_150X600MM_B5145550 OX_Beam_Concrete_200X600MM_B4345550 OX_Beam_Concrete_250X600MM_B3145550 OX_Beam_Concrete_500X600MM_B11145550 Grand total: 16 Structural Beam Schedule L 7 Type CountElevation OX_Beam_Concrete_150X600MM_B5127050 OX_Beam_Concrete_200X600MM_B4327050 OX_Beam_Concrete_500X600MM_B1827050 Grand total: 12 Floor Schedule - L7 Type Top LevelArea OX_Structural Floor_200MM_Concrete_SS1 2705069 m²

EDGE OF SLAB PLAN

Plan showing the details of the structural slab, along with slab edge details.

Key Learnings: Structural family, Annotation, Drafting details, View templates.

2 3 4 5 6 C 1 7723 3666 3424 4125 900 2 59 524 791 Mortar zone between precast elements SSL +5.800 mCheck: Drawn: GENERAL NOTES 1. This drawing is Enzyme APD's property and must not be retained, copied or used without Enzyme APD's authority. 2. All drawings are to be read in conjunction with other relevant drawings and specifications of the same and other disciplines. 3. This drawing is not to be scaled. Only written dimensions are to be followed. Any discrepancy must be advised to the Architect and the Engineer. 4. All dimensions are metric unless otherwise indicated. 5. The walls are dimensioned to the unfinished face of masonry or concrete unless otherwise noted. 6. Final coordination is the responsibility of the contractor. Any discrepancy must be brought to the attention of the Architect and the Engineer and must be resolved before commencement of work. 806, Arion Commercial Center, ABC Rev Description Date 2 3 4 5 6 A B C 1 45700 45700 900 5 00 500 900 6376 1199 1099 525 7723 3666 3424 4125 900 1201 2874 900 1000 1000 1600 1950 900 900 1950 525 1450 1100 1950 1625 150 1625 150 900 150 900 898 1280 796 1279 897 925 925 2059 2071 5043 5 0 0 500 524 791 5177 5144 3268 500 320 330 80 275 275 SSL +5.800 m Level - E1 Mortar zone between precast elements Mortar zone between precast elements FL5 CB6 CC3 CC3 275 275 SSL +5.800 m Level - E1 Mortar zone between precast elements CB6 CC3 CC3 80 330 320 320 500 80mm reinforced slab topping tied to edge beam with couplers Edge beam half joint onto primary beam 150 75 75 150 275 275 SSL +5.800 m Level - E1 Mortar zone between precast elements CB6 80 330 320 320 410 In-situ reinforced sleeve + rebar at ends of hollow core connected to coupler in precast beam. Elastomeric bearing strip 150 75 75 150 FL5 Precast Column 550/550mm 275 275 SSL +5.800 m Level - E1 Mortar zone between precast elements CB7 CC3 CC3 80 330 320 320 410 In-situ reinforced sleeve + rebar at ends of hollow core connected to coupler in precast beam. Elastomeric bearing strip 175 150 FL5 150 175 Lead Design BIM Client Local Architect Electrical Engineer Project Name Drawing Title Project No: Drawing No: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Stage: Final coordination must be brought to be resolved before ABC ABC ABC AEC AEC AEC Project S102_Edge of Project Name Enter address here Project Status Owner Rev 1 : 75 Edge of Slab Plan -L 12 1 1 : 20 Detail 1.2 2 1 : 20 Detail 1.3 3 1 : 20 Detail 1.6 4 1 : 20 Detail 1.7 5 Edge beam to slab (non span) typ. Edge

Column/Beam/Slab

beam parallel to slab suppoet typ.

interface typ.

REINFORCEMENT PLAN

Revit’s reinforcement tools helps to create structurally robust and efficient designs. With precision and accuracy, we seamlessly integrate reinforcement elements into our models, ensuring optimum workflow, and streamlined construction process.

Key Learnings:

Structural families, Reinforcements, Rebar shapes, Visibility Graphics.

Bim Portfolio ■ 22 UP 2 15 15 L 7 27200 L 8 30900 3 15 4 15 L 7 27200 L 8 30900 2 15 5 15 L 8 30900 3 15 L 8 30900 2 15 2 15 3 15 1 : 50 Reinforcement Plan -L7 1 1 : 50 Section A 2 1 50 Section B 3 1 : 20 Section A -Detail A1 4 1 20 Section B -Detail B1 5 1 : 20 Plan -L7 -Detail C1 6

Plan showing the structural rebar system and details at the joints.

NAVISWORKS CLASH DE TECTION MATRIX

Sets

CLASH DETECTION

Navisworks clash detection using search sets and clash matrix.

Clash Tests

Navisworks clash detection plays crucial role in coordination and successful execution of construction. Clashes and conflicts of different building elements and segregated models such as Architectural, structural and MEP, can be identified and resolved. It involves automated analysis of elements which overlap in the same virtual space. Gial is to achhieve clash-free models that enhance constructability, reduce cost and increase efficiency.

Key Learnings: Navisworks, Search Sets, Clash Detective tool, Clash Resolution.

Capstone Project ■ 23

Clash Report T01 Tolerance Clashes New Ac ve Reviewed Approved Resolved Type Status 0.050m 224 0 224 0 0 0 Hard OK Item 1 Item 2 Image Clash Name Status Distance Grid Loca on Descrip on Date Found Clash Point Item ID Layer Item Name Item Type Item ID Layer Item Name Item Type Clash1 Ac ve -0.600 A-3 : L 7 Hard 2023/7/18 15:54 x:833830.463, y:816221.545, z:30.300 Element ID 742836 L 7 Default Wall Solid Element ID 329765 L 8 Concrete, Cas -in-Place gray Solid Clash2 Ac ve -0.600 A-3 : L 9 Hard 2023/7/18 15:54 x:833830.463, y:816221.545, z:37.700 Element ID 794061 L 9 Default Wall Solid Element ID 331112 L 10 Concrete, Cas -in-Place gray Solid Clash3 Ac ve -0.600 A-3 : L 11 Hard 2023/7/18 15:54 x:833830.463, y:816221.545, z:45.100 Element ID 802424 L 11 Default Wall Solid Element ID 331768 L 12 Concrete, Cas -in-Place gray Solid Clash4 Ac ve -0.600 A-3 : L 12 Hard 2023/7/18 15:54 x:833830.463, y:816221.545, z:48.800 Element ID 814441 L 12 Default Wall Solid Element ID 332237 L 13 Concrete, Cas -in-Place gray Solid Clash5 Ac ve -0.600 A-3 : L 13 Hard 2023/7/18 15:54 x:833830.463, y:816221.545, z:52.500 Element ID 817548 L 13 Default Wall Solid Element ID 332556 L 14 Concrete, Cas -in-Place gray Solid Clash6 Ac ve -0.600 A-3 : L 8 Hard 2023/7/18 15:54 x:833830.463, y:816221.545, z:34.000 Element ID 779368 L 8 Default Wall Solid Element ID 330416 L 9 Concrete, Cas -in-Place gray Solid Clash7 Ac ve -0.600 A-3 : L 10 Hard 2023/7/18 15:54 x:833830.463, y:816221.545, z:41.400 Element ID 797237 L 10 Default Wall Solid Element ID 331440 L 11 Concrete, Cas -in-Place gray Solid Clash24 Ac ve -0.376 A-2 : L 7 Hard 2023/7/18 15:54 x:833834.357, y:816218.098, z:30.300 Element ID 742836 L 7 Default Wall Solid Element ID 329769 L 8 Concrete, Cas -in-Place gray Solid Clash25 Ac ve -0.376 A-2 : L 9 Hard 2023/7/18 15:54 x:833834.357, y:816218.098, z:37.700 Element ID 794061 L 9 Default Wall Solid Element ID 331116 L 10 Concrete, Cas -in-Place gray Solid 1

CLASH DETECT ON MATRIX ARC STR MEP SIT A R C S T R M E P S IT W A L L & F L O O R S T R U C T S T E WALL & FLOOR STRUCT MEP S TE M E P N/A N/A N/A N A T01 N/A N/A N A T02 T03 T04 N A N/A N/A N/A N A N A Low Pr or ty H gh Pr or y 1 Search

D sc p ne Name of the se Descr p on ARC-Al ARC -Set01 Ar h tec ura wa s n e or exte or) and oo s ARC-Wa s ARC -Set02 Arch tec ura wa s ( n e or exte or) ARC-F oors ARC]-Set03 Arch tec ura F oo s STR-Al STR -Se 01 STR-P mary S r STR -Se 02 S ruc ura co umns and st uctu a f am ng (beams STR-Secondary S r STR -Se 03 Othe S uctu a wa ﬂoors s a r ramps e c MEP-Al MEP -Se 01 MEP e emen s S T-Al S ruc ura co umns and t uctu a f am ng beams and o he 1/

Test No Se ect on A Select on B Test Name Pr o ity Rules Select Type L nk To T01 ARC-All STR-Al T0 ARC -Set01- STR -Set01 Low Hard None 5 cm T02 ARC-All MEP-All T02 ARC -Set01-[MEP -Set01 Low Hard None 5 cm T03 STR-Al MEP-All T03 STR -Se 01- MEP]-Set01 High Hard None 5 cm T04 MEP-Al MEP-All T04 MEP -Set01- MEP]-Set01 High Ha d (Conserva ive) None 2 cm NA S T-Al S T-Al NA - NA Hard None 5 cm

4D & 5D PLANNING

4D Phase planning and 5D Cost planning using Navisworks.

Benefits of 4D planning in construction include awareness of time-related clashes in advance, instead of encountering them on construction site. Effective streamlining of activities can be attained between Architectural, Structural, and MEP disciplines. 5D BIM includes information related to cost estimation and quantity related data of the project, which helps with information about purchasing, installing, running & maintenance.

Key Learnings: Navisworks, Search Sets, Timeliner, Quantification.

Quantification Report

Bim Portfolio ■ 24

4D SIMULATION & QUANTITY TAKE OFF QUANTITY TAKE-OFF SUMMARY TIME LINER janhavi kulkarni 14

Timeliner

COBIE IFC

COBie IFC Export for Facility Management & Close Out.

COBie or Construction Operations Building Information Exchange is a non proprietary data format for publication of a subset of BIM focused on delivering asset data as distinct from geometric information. IFC format has been described for software-to-software exchane, and Spreadsheet has the benefit of allowing human-to-human understanding of the information needed.

Key Learnings:

BIM Interoperability Tools, BimVision, COBie extension, parameter mappings.

Capstone Project ■ 25

K-APARTMENTS

Apartment project in Kerala, Used as practise model for Revit

KApartment is a project located in Kannur, Kerala. the Client wanted a low cost rentable apartment building with 4 Nos apartment Units. The design follows tropical modernist styling. The project is modelled and iterated from Revit, Rendered & visualized in Lumion using Live sync Plugin. Several iterations of the design is quickly modeled

in revit and synced simultaneously to Lumion for visualization outputs, so as to streamline and expedite the communication and discussion of the changes with client, saving time.

Site Area: 434.4 sqm

Apartment Units: 4 Nos

Apartment layout: 2BHK

No of Floors: 2 Storeys

No of Parking: 4 Nos

Level of Detail: LOD 200

Tools Used:

Autodesk Revit, Lumion, LiveSync

Bim Portfolio ■ 26

-Bedroom 15 Bedroom 16 Master Bedroom 17 Living Room 19 Living Room 20 Toilet 21 Toilet 22 Toilet 23 Toilet 24 Kitchen 25 Kitchen 26 Circulation 27 Room Legend Bedroom Circulation Kitchen Living Room Master Bedroom Toilet Phone Phone First Floor Level Name BedroomFirst Floor Level12 m² BedroomFirst Floor Level12 m² Master Bedroom Master Bedroom Living RoomFirst Floor Level28 m² Living RoomFirst Floor Level28 m² ToiletFirst Floor Level3 m² ToiletFirst Floor Level5 m² ToiletFirst Floor Level5 m² ToiletFirst Floor Level3 m² KitchenFirst Floor Level10 m² KitchenFirst Floor Level10 m² CirculationFirst Floor Level24 m²Living Room 2 Kitchen Toilet 4 Bedroom Master Bedroom 6 Toilet Living Room 8 Kitchen Toilet 10 Bedroom 11 Toilet 12 Master Bedroom 13 Circulation 14 Room Legend Bedroom Circulation Kitchen Living Room Master Bedroom Toilet No.DescriptionDate 1 100 Ground Floor Level 1 Name Living RoomGround Floor Level27 m² KitchenGround Floor Level10 m² ToiletGround Floor Level3 m² BedroomGround Floor Level12 m² Master Bedroom Ground Floor Level18 m² ToiletGround Floor Level4 m² Living RoomGround Floor Level27 m² KitchenGround Floor Level10 m² ToiletGround Floor Level3 m² BedroomGround Floor Level12 m² ToiletGround Floor Level4 m² Master Bedroom Ground Floor Level18 m² CirculationGround Floor Level22 m² 170 m² GF Plan FF Plan Elevations Ground Floor Level 750 First Floor Level 3750 Bottom of FF slab 3600 Bottom of Roof slab 6600 Ground Level 0 Roof Level 6750 Core Roof 9750Section 2

Practise Works ■ 27

WORKING DRAWINGS

Detailed drawings of different practise projects, done in Revit.

Key Learnings: Drafting, Modeling, Presentation, Annotation.

1 A101 A101 DOUBLE HEIGHT RECEPTION 24MM THICK DGU GLASS AS/SPECS. Ground Floor 0 Bottom of Truss 9500 Skirting 450 First Floor 4200 Atrium Roof 7950 Door Portal 3500 1550 3750 700 3050 450 24MM THICK DGU GLASS AS/SPECS. Ground Floor 0 Skirting 450 First Floor 4200 Door Portal 3500 600 900 2600 450 Ground Floor 0 Bottom of Truss 9500 Skirting 450 First Floor 4200 Atrium Roof 7950 Door Portal 3500 B A101 A A101 900 1500 1500 1500 1500 1500 650 450 100(W)x200(H)mm, 3mm thick Powder coated Al. sheet C-section as/details/specs. Cement fibre board classing as/details/specs. 24mm thick DGU glass as/specs. Powder coated Al. transom as/specs. Powder coated Al. convection glazing frame as/specs. 50mm thick white sandstone coping as/details/specs. 30mm thick white sandstone (type 1 finish) wet cladding as/details/specs. Bottom of Truss 9500 Atrium Roof 7950 Ground Floor 0 Skirting 450 www.autodesk.com/revit Scale Checked by Drawn by Date Project number Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail CW Assignment No.DescriptionDate 1 100 Floor Plan F 1 : 100 Elevation E 1 : 25 Section 1 1 1 : 50 Section 2 2 1 : 25 Detail A A 1 : 25 Detail B B 24mm thick DGU glass as/specs. Powder coated Al. Window frame as/details/specs. 30mm thick white sandstone wet cladding anchor to block work as/details/specs. 18mm thick granite stone flooring as/details/specs. 50mm thick white sandstone coping as/details/specs. Low VOC acrylic emulsion paint finish on 18mm thick external grade plaster as/specs. 8mm thick cement fibre board cladding finish as/specs. 150 to 75mm thick light weight cc screen laid to fall to roof drain 24mm thick DGU glass as/specs.

Bim Portfolio ■ 28

DN 2 A101 2559 150 3500 11 EQ. TREADS 3300 1999 11 EQ. TREADS 3300 2000 7 EQ. TREADS 2100 16349 553 2000 160 FIRST FLOOR LANDING 3450X2400 LVL +5450 1050MM HIGH SS. GRADE 316 RAILING AS/DETAILS/SPECS. LINE OF BEAM AS/STRUC. 18MM THICK WPC SCREEN AS/DETAILS/SPECS. LINE OF FINISH STONE COLUMN CLADDED WITH 4MM THICK FR GRADE ACP PANEL AS/SPECS. 150MM WIDE VERTICAL FIN CLADDED WITH 4MM THICK FR GRADE ACP PANEL AS/SPECS. Ground Floor 1000 First Floor 5450 A A101 3918 11 EQ. TREADS 3000 1999 11 EQ. TREADS 3300 2000 7 EQ. TREADS 2132 225 4450 1780 1632 1050MM HIGH SS GRADE 316 RAILING AS/DETAILS/SPECS. 18MM THICK HONED FINISH GRANITE STONE FLOORING AS/SPECS. FIRST FLOOR LANDING LVL+5450 PEDESTRIAN LEVEL LVL+1000 B A101 Ground Floor 1000 First Floor 5450 3918 11 EQ. TREADS 3000 1999 11 EQ. TREADS 3300 2000 7 EQ. TREADS 2132 4450 1780 1632 1050MM HIGH SS GRADE 316 RAILING AS/DETAILS/SPECS. FIRST FLOOR LANDING LVL+5450 PEDESTRIAN LEVEL LVL+1000 FOLDED SLAB STAIRCASE AS/STRUC. RCC LEDGE PROJECTION AS/STRUC. 50 185 165 35 145 20 130 20 130 20 115 35 50 100 12 12 150 125 100 50 75 225 SS. GRADE 304, 50MM DIA, RAILING AS/DETAILS/SPECS. SS. GRADE 304, 35MM DIA, TUBE SECTION AS/DETAILS/SPECS. SS. GRADE 304, 20MM DIA, TUBE SECTION AS/DETAILS/SPECS. SS. GRADE 304, 35MM DIA, TUBE SECTION BALUSTER AS/DETAILS/SPECS. 18MM THICK HONED FINISH GRANITE FLOORING AS/SPECS. RCC LEDGE PROJECTION AS/STRUC. DETAILS C A101 6 6 50 50 35MM DIA SS. GRADE 304 BALUSTER AS/DETAILS/SPECS. 18MM THICK HONED FINISH GRANITE STONE AS/SPECS. PLASTER WITH LOW VOC ACRYLIC PAINT FINISH AS/SPECS. 6x6MM GROVE IN STONE 75x6MM THICK MS. PLATE FASTENED TO SLAB (LOCATION AS/BALUSTERS) 30 14 4 4 6 18 50 6 50 18 4MM CHAMFER IN STONE 6MM GROVE IN STONE 18 MM THICK HONED FINISH GRANITE STONE AS/SPECS. NOTCH IN TREAD STONE TO PREVENT SLIP AS/DETAILS 18 MM THICK HONED FINISH GRANITE STONE AS/SPECS. RCC SLAB AS/STRUCTURE. www.autodesk.com/revit Scale Checked by Drawn by Date Project number Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail As indicated Stair 1A Details 0001 Assignment 1A Risin Issue Date Author Checker A101 No.DescriptionDate 1 50 Floor Plan 1 1 50 Section 1 2 1 50 Elevation 3 1 10 Detail A A 1 : 10 Detail B B 1 : 2 Detail C C

Practise Works ■ 29

THANK YOU FOR YOUR TIME Risin C. K.