ENZYMES TOWER HONG KONG
The vision for this project is to create a truly iconic landmark at the intersection of Wellington St. and Queens Road Central in the central district of Hong Kong Island. The goal is to design a building that not only stands out as an architectural marvel but also becomes a symbol of progress and modernity for the entire city.
The existing building at the project site, has become outdated and inefficient in its use of space. The client recognizes that the prime location demands a more ambitious approach to maximize the site’s potential. By exploring the possibility of constructing another building volume, the client seeks to address the under-utilized area, optimizing the Gross Floor Area (GFA) available on the site
Software Used:
Modeling : Revit
Clash Detection : Navis work
Diagram : Revit & Photoshop.
Render : Blender (Cycles) & Twinmotion
Post production : Photoshop.
Role in Team : Architecture Model, Structure Model, Clash detection, 3D Visualization ( MEP by Consultants )
ABOUT THE PROJECT
Description:
The proposed building will be a mixed-use development, combining both Office and Service Apartments within the same structure. This mixed-use approach is a response to the dynamic needs of the central district.
Client Information : Enzyme APD Ltd
Project Coordinates :
(E 114° 9’ 12.12’’ N 22° 17’ 5.40’)
Building Type : Office
Site Area : 203.7 sqm
Current Utilise GFA : 1430.7 sqm
Maximum Site Occupation :162.7 sqm
Height Requirement : 21 Floors
FAR : 13.8
Level of development : LOD 350
FORM EVOLUTION
Existing Building Envelop at the intersection of Wellington St. and Queens Road Central
Site:
The project site’s location at the intersection of Wellington St. and Queens Road Central is undeniably one of the most strategic and coveted spots in Hong Kong Island’s central district.
Extrude to the maximum allowed number of stories. (Area:2765.9 sqm, L1-L17: 162.7 sqm)
Creating a series of setbacks allowed as per the local regulation the addition of extra stories, in order to make up for the lost GFA.
The creation of sky gardens and public spaces, also allows the volume to grow higher recovering GFA, increasing the final number of stories.
Pg 6 BIM Portfolio | Selected works 2022-2023
Fig: 03
Fig: 05
Fig: 04
Fig: 02
Fig: 01 Site Location
MASSING STUDY
• Maximise height through extrusion to accommodate more floors and increase the number of stories.
• Incorporate set-backs in accordance with local regulations to add extra stories, compensating for any lost gross floor area.
• Create sky gardens and public spaces to expand the building’s volume, recover the lost GFA, and further increase the number of stories.
• 4 point view by creating vast terrace or balcony that create a conception of leisure in office space.
• Ground level is public space with private lobby for office, the ground space can be used for workshops and expositions.
Novatr Capstone Project Pg 7
Fig: 08 Final Massing
Fig: 06 Massing Op 1 Fig: 07 Massing Op2
SITE PLAN SITE PLAN COORDINATION DIAGRAMS
1 : 100 Level 0 1
The site plan demonstrates compliance with regulations by providing generous open space around the building. The ground floor is designed as both an entrance lobby for the building and a potential public area. Additionally, the plan includes basement parking spaces to enhance convenience for occupants and visitors.
The illustration shows the integration of different work areas, following a simulated BIM execution plan, to construct a 21-story building. The visual provides a glimpse of a section of the complete 3D rendering of the structure (Level 15 to Level21)
The MEP model was done by another professional, and after the conclusion it was necessary to combine the mep model with structure and architectural model.
3 4 5 6 1 06 07 1 165° -16 ENTRANCE LOBBY LIFT LOBBY WELLINGTON STREET ENTRANCE
QUEENS ROAD CENTRAL 3989 6000 8125 7200 29939 1173-
FROM UG
Fig: 08 Site Plan Scale 1:100
Room Schedule Level Area Name L 1 L 1 Not EnclosedLIFT LOBBY L 15 L 15 15 m² Room L 15 33 m² Room L 15 19 m² Room L 15 2 m² Room L 15 1 m² Room L 15 2 m² Room L 15 13 m² Room L 15 1 m² Room L 15 2 m² Room L 15 2 m² Room L 16 L 16 14 m² LIFT LOBBY L 16 2 m² LOBBY L 16 34 m² Toilet L 16 Redundant RoomToilet L 16 1 m² Toilet L 16 2 m² LOBBY L 16 13 m² Staircase L 16 33 m² OFFICE 2 L 16 2 m² Toilet Zone 3 Area Schedule LevelArea L 1584 m² L 16104 m² L 1769 m² L 1893 m² L 1993 m² L 2093 m² L 2193 m² L 1731 m² Sheet List Sheet Name G101_CoverSheet Plan A103_Floor Plan_Atypical A104_Sectional Details S101_Framing Plan_Typical A102_Floor Plan_Typical E101_RCP_Atypical G102_Assembly Sheets A105_Elevational Details S102_Framing Plan_Atypical S103_Edge of Slab Plan_Atypical S104_Reinforecment Drawings Schedules_Wrick Ash ESCAPE PLAN ELEVATION
01 Floor Area for level 16 to level 22
Table:
Fig: 08 Architectural Model
1 2 A B C 07 2 155 -16 E- 10 96° 4625 PROPERTY LINE FOOTHPATH Local Architect Electrical Engineer Firefighting Consultant Mechanical Engineer GENERAL NOTES 1. This drawing is Enzyme APD's property or used without Enzyme APD's authority. 2. All drawings are to be read in conjunction specifications of the same and other 3. This drawing is not to be scaled. Only followed. Any discrepancy must be advised All dimensions are metric unless otherwise The walls are dimensioned to the unless otherwise noted. Final coordination is the responsibility must be brought to the attention of the be resolved before commencement ABC Design 806, Arion 2-12 Queen's Sheung Wan, ABC Design 806, Arion 2-12 Queen's Sheung Wan, AEC Engineering 1208, IFC, West Kowloon Hong Kong AEC Engineering AEC Engineering 1208, IFC, West Kowloon Hong Kong 1208, IFC, West Kowloon Hong Kong ABC ABC AEC Description 3D VIEW
Fig: 09 Structural Model
Fig: 10 MEP Model
Fig: 11 Exterior
Elevation-
Rendered in Twinmotion
FLOOR PLAN LEVEL 16
Fig: 12 Level 16 FLOOR PLAN Scale 1:100
1 1 : 100 L16 SECTION 3
1 1 : 100 L16 SECTION 3
Fig: 13 Level 16 SECTION Scale 1:100
Pg 10 BIM Portfolio | Selected works 2022-2023 UP UP 1 2 3 4 3 20 2 m² LOBBY 13 m² Staircase 33 m² OFFICE 2 CP1 D5 D5 W1 CP2 D4 D4 D6 W2 CP1 D5 D5 2 m² Toilet 8125 7200 4625 F-1Hr F-1Hr CP1 14 m² LIFT LOBBY D6 2 m² LOBBY D1 2 m² Toilet 1 m² Toilet 30 m² OFFICE 1 1 m² Toilet L 16 60500 L 17 64200 1 2 3 4 8125 7200 4625 LIFT SHAFT LIFT SHAFT D5 D5 33 m² OFFICE 2 2 m² Toilet 2 m² LOBBY 2 m² LOBBY 600 3099 30 m² OFFICE 1 67900 Copy
1 :
L18 SECTION 4 UP UP 1 2 3 4 3 20 2 m² LOBBY 13 m² Staircase 33 m² OFFICE 2 CP1 D5 D5 W1 CP2 D4 D4 D6 W2 CP1 D5 D5 2 m² Toilet 8125 7200 4625 F-1Hr F-1Hr CP1 14 m² LIFT LOBBY D6 2 m² LOBBY D1 2 m² Toilet 1 m² Toilet 30 m² OFFICE 1 1 m² Toilet L 16 60500 L 17 64200 1 2 3 4 8125 7200 4625 LIFT SHAFT LIFT SHAFT D5 D5 33 m² OFFICE 2 2 m² Toilet 2 m² LOBBY 2 m² LOBBY 600 3099 30 m² OFFICE 1 67900 Copy
1
100
SECTION
100
:
L18
4
SECTION LEVEL 16
LEVEL 16 DETAILS
The floor plans are a simplified version of detail floor plans from working drawings illustrated using Revit. This condensed representation provides a comprehensive view of the building’s design, aiding stakeholders in understanding the spatial arrangement and functionality. This
information can be used to make informed decisions during the construction process, ensuring proper placement of furniture, precise installation of doors/windows, and a clear understanding of the building’s vertical organisation.
Novatr Capstone Project Pg 11 A B C 45.66 m² SELLABLE AREA Rentable Area NON SELLABLE AREA SELLABLE AREA 1 m²ToiletL 18 22 m²OFFICE 2L 18 45.66 m² SELLABLE AREA 47.34 m² NON SELLABLE AREA 42.99 m² SELLABLE AREA Rentable Area NON SELLABLE AREA SELLABLE AREA Lead Design / BIM Consultant Client Local Architect Electrical Engineer @ A1 Project Name Check: Firefighting Consultant Interior Designer Structural Engineer Mechanical Engineer Drawn: 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 Name Owner Level 16 AreaNameLevel m²LIFT LOBBYL 16 m²LOBBYL 16 m²LOBBYL 16 m²StaircaseL 16 m²OFFICE 2L 16 m²ToiletL 16 m²ToiletL 16 m²OFFICE 1L 16 m²ToiletL 16 m²ToiletL 16 m²ToiletL 18 m²OFFICE 2L 18 1 : 200 L 16 5 RENTABLE AREA Level Area A B C 45.66 m² SELLABLE AREA NON Rentable Area NON SELLABLE AREA SELLABLE AREA 1 m²ToiletL 18 22 m²OFFICE 2L 18 1 2 4625 D5 33 m² OFFICE 2 2 m² Toilet 2 m² LOBBY Level 16 AreaNameLevel 14 m²LIFT LOBBYL 16 2 m²LOBBYL 16 2 m²LOBBYL 16 13 m²StaircaseL 16 33 m²OFFICE 2L 16 2 m²ToiletL 16 2 m²ToiletL 16 30 m²OFFICE 1L 16 1 m²ToiletL 16 1 m²ToiletL 16 5 Meeting Room Balcony Office Room Toilet Staircase Elevator Lobby
Fig: 15 Level 16 Axonometric View
Table: 02 Level 16 Room Areas
Fig: 14 Area Plan
FLOOR PLAN LEVEL 18
Fig: 16 Level 16 FLOOR PLAN Scale 1:100
Final Copy 1 1 : 100 L18 SECTION 4
Final Copy 1 1 : 100 L18 SECTION 4
SECTION LEVEL 18
Fig: 17 Level 18 SECTION Scale 1:100
Pg 12 BIM Portfolio | Selected works 2022-2023 1 2 3 4 4 20 15 m² LIFT LOBBY 30 m² OFFICE 1 2 m² Toilet 1 m² Toilet 2 m² Room 2 m² Room 13 m² Staircase 2 m² Toilet 1 m² Toilet 22 m² OFFICE 2 CP1 CP1 D5 D5 D4 D4 D5 D5 CP1 CP2 D1 8125 7200 4625 F-1Hr F-1Hr D6 D6 W2 W1 1 2 3 4 CP1 L 18 67900 L 19 71600 1 2 3 4 8125 7200 4625 LIFT SHAFT LIFT SHAFT D6 D6 D5 D5 2 m² Toilet 22 m² OFFICE 2 2 m² Toilet 30 m² OFFICE 1 600 3100
1 2 3 4 4 20 15 m² LIFT LOBBY 30 m² OFFICE 1 2 m² Toilet 1 m² Toilet 2 m² Room 2 m² Room 13 m² Staircase 2 m² Toilet 1 m² Toilet 22 m² OFFICE 2 CP1 CP1 D5 D5 D4 D4 D5 D5 CP1 CP2 D1 8125 7200 4625 F-1Hr F-1Hr D6 D6 W2 W1 1 2 3 4 CP1 L 18 67900 L 19 71600 1 2 3 4 8125 7200 4625 LIFT SHAFT LIFT SHAFT D6 D6 D5 D5 2 m² Toilet 22 m² OFFICE 2 2 m² Toilet 30 m² OFFICE 1 600 3100
GENERAL NOTES
1. This drawing is Enzyme APD's property and must not be retained, or used without Enzyme APD's authority.
2. All drawings are to be read in conjunction with other relevant drawings specifications of the same and other disciplines.
3. This drawing is not to be scaled. Only written dimensions are to 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 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 be resolved before commencement of work.
18 Area Plan
Mechanical Engineer
Structural Engineer
information can be used to make informed decisions during the construction process, ensuring proper placement of furniture, precise installation of doors/windows, and a clear understanding of the building’s vertical organisation. 47.35 m² NON SELLABLE AREA 31.31 m² SELLABLE AREA Rentable Area NON SELLABLE AREA SELLABLE AREA Electrical Engineer
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 ABC AEC AEC AEC Rev Description Level 18 AreaNameLevel m²LIFT LOBBYL 18 m²OFFICE 1L 18 m²ToiletL 18 m²ToiletL 18 m²RoomL 18 m²RoomL 18 m²StaircaseL 18 m²ToiletL 18 m²ToiletL 18 m²OFFICE 2L 18 1 : 200 L 18 6 RENTABLE AREA Level Area L 18 L 18 46 m² L 18 47 m² L 18 31 m²
Firefighting Consultant
Novatr Capstone Project Pg 13 A B C B 45.57 m² SELLABLE AREA Rentable Area NON SELLABLE AREA SELLABLE AREA 1 : 200 L 18 6 UP 4625 1 2 A B C 2 m² LOBBY 33 m² OFFICE 2 D4 D5 D5 2 m² Toilet 4625 F-1Hr D6 1 m² Toilet 1 2 4625 D6 D5 2 m² Toilet 22 m² OFFICE 2 Level 18 AreaNameLevel 15 m²LIFT LOBBYL 18 30 m²OFFICE 1L 18 2 m²ToiletL 18 1 m²ToiletL 18 2 m²RoomL 18 2 m²RoomL 18 13 m²StaircaseL 18 2 m²ToiletL 18 1 m²ToiletL 18 22 m²OFFICE 2L 18 6 Executive Office Balcony Office Room Toilet Staircase Elevator Lobby
LEVEL 18 DETAILS
Table: 03 Level 18 Room Areas
Fig:
19 Level 18 Axonometric View
The floor plans are a simplified version of detail floor plans from working drawings illustrated using Revit. This condensed representation provides a comprehensive view of the building’s design, aiding stakeholders in understanding the spatial arrangement and functionality. This 45.57 m² SELLABLE AREA
Fig:
Ceiling Light 1335 1350 1325 Ceiling Light L 15 56800 L 16 60500 3 1794 2525 3350 1040 Pendent Light 2 3 4 5 6 2300 2100 1582 900 1340 1335 2380 2370 1190 1040 CEILING C1 CEILING C2 1 19 Atypical RCP Plan
Fig: 20 RCP Level 16 Scale 1:100
Fig: 21 Lighting Type 1 Scale 1:20 (Typical Section)
Fig: 22 Lighting Type 2 Scale 1:20 (Typical Section)
CEILING LEGEND
COMPOUND CEILING C1 50MM THK
GULAMB TIMBER SLAT 50X100 MM THK
DROP PENDENT LIGHT
REFLECTED CEILING PLAN- LEVEL 16
The following is RCP for Level 16- Offce 1. Gulamb timber slat of 50x100mm have been used for the ceiling and 2 types of ceiling lighting have been used such as drop pendent light and round flush mount light.
CEILING LEGEND
COMPOUND CEILING C1 50MM THK
GULAMB TIMBER SLAT 50X100 MM THK
DROP PENDENT LIGHT
ROUND FLUSH MOUNT CEILING LIGHT
ROUND FLUSH MOUNT CEILING LIGHT
2380 @ A1 Drawing Title Project No: Drawing No: Scale: Rev. Check: Stage: Drawn: Date: As indicated Project Number - ENZ - ARC - 08 Project Number 07/06/23 E101_RCP_Atypical TECHNICAL DRG. WA PG Pendent Light A C 2021 1920 476 1424 CEILING C2 CEILING C1
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: ABC ABC ABC AEC AEC AEC Project Number Project E101_RCP_Atypical Project Name Enter address TECHNICAL Owner ELEVATION C1 1 A B C 2021 1920 476 1424 CEILING C1
Client Project Name Mechanical Engineer 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 AEC Engineering Co ABC 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 Table: 04 RCP Legend
23
of Ceiling
Fig:
Render View
Structural Plan (Level 16)
The structural arrangement follows a straightforward organizational approach, featuring merely five columns. A spacious central core is incorporated, with walls oriented in various directions. This design choice serves to reduce the number of columns, thereby maximizing the available open space, a crucial factor for office environments.
The secondary core layout comprises two condensed compartments, dedicated to housing all the elevators. The structural documentation operates independently but is coordinated within the architectural files, functioning as a Revit link.
15Concrete-Rectan gular Beam
3L 15Concrete-Rectan gular Beam
6L 16Concrete-Rectan gular Beam
3L 16Concrete-Rectan gular Beam
1L 16Concrete-Rectan gular Beam L 17 ONX_CAP_STR_BEAM_
6L 17Concrete-Rectan gular Beam
3L 17Concrete-Rectan gular Beam
1L 17Concrete-Rectan gular Beam L 18
18Concrete-Rectan gular Beam
Pg 16 BIM Portfolio | Selected works 2022-2023 Structural Framing Schedule Type Count Reference Level Family
ONX_CAP_STR_BEAM_
ONX_CAP_STR_BEAM_
ONX_CAP_STR_BEAM_ B5_150X600
ONX_CAP_STR_BEAM_
ONX_CAP_STR_BEAM_
B5_150X600
ONX_CAP_STR_BEAM_
ONX_CAP_STR_BEAM_ B5_150X600
L 15
B1_500X600 6L
B4_200X600
1L 15Concrete-Rectan gular Beam L 16
B1_500X600
B4_200X600
ONX_CAP_STR_BEAM_
B1_500X600
B4_200X600
18Concrete-Rectan gular Beam ONX_CAP_STR_BEAM_ B4_200X600 6L 18Concrete-Rectan gular Beam ONX_CAP_STR_BEAM_ B5_150X600 2L 18Concrete-Rectan gular Beam Structural Framing Schedule Type Count Reference Level Family L 19 ONX_CAP_STR_BEAM_ B1_500X600 6L 19Concrete-Rectan gular Beam ONX_CAP_STR_BEAM_ B3_250X600 1L 19Concrete-Rectan gular Beam ONX_CAP_STR_BEAM_ B4_200X600 3L 19Concrete-Rectan gular Beam ONX_CAP_STR_BEAM_ B5_150X600 1L 19Concrete-Rectan gular Beam L 20 ONX_CAP_STR_BEAM_ B1_500X600 6L 20Concrete-Rectan gular Beam ONX_CAP_STR_BEAM_ B3_250X600 1L 20Concrete-Rectan gular Beam ONX_CAP_STR_BEAM_ B4_200X600 3L 20Concrete-Rectan gular Beam ONX_CAP_STR_BEAM_ B5_150X600 1L 20Concrete-Rectan gular Beam L 21 ONX_CAP_STR_BEAM_ B1_500X600 6L 21Concrete-Rectan gular Beam ONX_CAP_STR_BEAM_ B3_250X600 1L 21Concrete-Rectan gular Beam ONX_CAP_STR_BEAM_ B4_200X600 3L 21Concrete-Rectan gular Beam ONX_CAP_STR_BEAM_ B5_150X600 1L 21Concrete-Rectan gular Beam Grand total: 78
ONX_CAP_STR_BEAM_ B1_500X600 6L
ONX_CAP_STR_BEAM_ B3_250X600 1L
Fig: 24 Level 16 Framing Plan Scale 1:100
STRUCTURE 1
Table: 05 Beam Schedule Zone 3
Edge Slab Details (Level 16)
Mortar Zone between
Mechanical Engineer
AEC
Structural Engineer
AEC
Detail 1.2- Typical detail for Edge Beam to Slab (Non-Span)Type Local Architect
Rev Description Date 3D ARCHITECTURE 3D 2
Electrical Engineer
ABC AEC
ABC
Firefighting Consultant Interior Designer
1208, IFC, West Kowloon Hong Kong 1208, IFC, West Kowloon Hong Kong ABC
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
ABC Design Consultancy 806, Arion Commercial Center, 2-12 Queen's Road West Sheung Wan, Hong Kong
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
Novatr Capstone Project Pg 17
275 275 80 330 320 275 275 500 150 80 80 150 Mortar Zone between precast
precast
FL5 C C3 C C3
Zone between precast elements
elements Mortar Zone between
elements
80MM reinforced slab topping tied to edge beam with couplers Edge beam half joint onto primary beam Mortar
Detail 1.3 Typical detail for Edge Beam Parallel to slab support type Lead Design / BIM Consultant
Elevation
The total height of the project is 82700mm form ground level. there are a total of 21 floors with a basement. The following details are for Zone 3, i.e, Level16- Level 22. The exterior of the facade is cladded with Curtain panels of Glass and Alluminium. The structure has 4 sky gardens that allow the residents to enjoy for a while.
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 1 2 3 4 5 Basement 1 -3700 6 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 5000 3989 6000 8125 7200 4625 1 : 200 Elevation 1 -a 1
STRUCTURE 3D 1 ARCHITECTURE 3D 2
Fig: 28 Elevation Scale 1:200
Novatr Capstone Project ELEVATION DETAIL LEVEL 16-22 L 16 60500 L 17 64200 950 203 203 203 203 203 203 203 203 203 203 203 463 Aluminium Mullion 50 x 500 mm ACP Sheet 20mm thk Aluminium Mullion 50 x 500 mm thk Glass Panel 20mm thk. 750 750 750 L 15 56800 L 16 60500 L 17 64200 L 18 67900 L 19 71600 L 20 75300 L 21 79000 L 22 82700 1 2 3 4 5 6 3700 3700 3700 3700 3700 3700 3700 3989 6000 8125 7200 4625 2 24 1 : 25 Curtain Panel Detail 2 1 : 200 Elevation A' 1 Fig: 31 Elevation L16-22 Scale 1:200 Fig: 30 Elevation Render Fig: 32 External Glazing Detail Scale 1:10
The total height of the project is 82700mm form ground level. there are a total of 21 floors with a basement. The following details are for Zone 3, i.e, Level16- Level 22. The figure here shows the section for the building and a blowup section for level 16-17 showing the different floor types used, different, external facade and the ceiling type. The axonometric shows the external and internal building elements.
Pg 20 BIM Portfolio | Selected works 2022-2023 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 1 2 3 4 5 Basement 1 -3700 6 3700 5000 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 2 19 L 16 60500 L 17 64200 L 18 67900 1 150 2524 50 RAILING FLOOR F2 460MM BEAM B1 500 X 600MM HVAC GYPSUM CEILING 50MM MULLION 50 X 500MM FLOOR F1 50MM COL. C1 900 X 500MM AL. LOUVER GLAZING 50 775 200 COL. C1 900 X 500MM BEAM B1 500 X 600MM GYPSUM CEILING 50MM 410 50 2215 375 400 200 1 : 200 SECTION
1 1 : 50
A
SECTION DETAIL 2 2
38300 42000 45700 49400 53100 56800 60500 64200 67900 71600 75300 79000 82700 1 2 3 4 5 6 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 3700 2 19 L 16 60500 L 17 64200 L 18 67900 1 150 2524 50 RAILING FLOOR F2 460MM BEAM B1 500 X 600MM HVAC GYPSUM CEILING 50MM MULLION 50 X 500MM FLOOR F1 50MM COL. C1 900 X 500MM AL. LOUVER GLAZING 50 775 200 COL. C1 900 X 500MM BEAM B1 500 X 600MM GYPSUM CEILING 50MM 410 50 2215 375 400 200 1 : 50
DETAIL 2 2
SECTION
34
SECTION
Fig: 33 Building Secction Scale 1:200 Fig:
Callout Detail Scale 1:10
Novatr Capstone Project Wall W1 100mm thk. 15 mm Finish 2 Side 70mm Cellulose Wall 4" Dia Pipe Door Pocket Sliding Wall W2 200mm thk. 500 x 50 mm thk. Mullion Glazed Louvers False Ceiling C2 50mm thk. Gypsum Floor F1 (STR) 200 mm Concrete Floor F1 150mm (ARC.) 25m Ceramic Tile 75mm Cellulose Fill 50mm Cement Screed Door D1 Single Leaf 900 x 2100 mm Railing Floor F1 (STR) 200 mm Concrete Floor F1 150mm (ARC.) 25m Ceramic Tile 75mm Cellulose Fill 50mm Cement Screed Beam B2 500 x 600 mm Beam B3 250 x 600 mm HVAC System Col. C1 500 x 900 mm False Ceiling Gypsum 50mm thk. 3D SECTIONAL DETAIL 1 1 3D SECTIONAL DETAIL 2 2
Fig: 35 Axonometric View 1 (External)
Fig: 37 Building Exploded View
Fig: 36 Axonometric View 2 (Internal)
L
FAMILY CREATION-DOOR
This section of portfolio shows some of the instances of the family that was created. Various family were created for the project such as Doors, Walls, Floors, Railing, Column, Beams, Staircase etc. Doors were created with parametric values and Fire ratings.
L
L
L
L
115026631
L 19OX_POCKET DOOR_SLIDING_WOOD 586
L 20
L 20LIFT DOOR
L 20OX_0900 X 2100_DOOR_SINGLE LEAF_WOOD900
L 20OX_0900 x 2400_DOOR_SINGLE LEAF_WOOD 900
L 20OX_DOOR_SLIDING_GLASS 115026631
L 20OX_POCKET DOOR_SLIDING_WOOD 586
L 21
L 21OX_0850 x 1950_DOOR_SINGLE LEAF_WOOD 850 19502 Grand total: 78
Pg 22 BIM Portfolio | Selected works 2022-2023 Door Schedule Level Type WidthHeightCount L 15 L 15LIFT DOOR 22662 L 15OX_0900 X 2100_DOOR_SINGLE LEAF_WOOD900 21004 L 15OX_0900 x 2400_DOOR_SINGLE LEAF_WOOD 900 24002 L 15OX_POCKET DOOR_SLIDING_WOOD 586 20624 L 16 L 16FIRE RATED DOOR 100020003 L 16LIFT DOOR 22662 L 16OX_0900 X 2100_DOOR_SINGLE LEAF_WOOD900 21002 L 16OX_0900 x 2400_DOOR_SINGLE LEAF_WOOD 900 24002 L 16OX_DOOR_SLIDING_GLASS 115024741 L 16OX_POCKET DOOR_SLIDING_WOOD 586 20624 L 17 L 17LIFT DOOR 22662 L 17OX_0900 X 2100_DOOR_SINGLE LEAF_WOOD900 21004 L 17OX_0900 x 2400_DOOR_SINGLE LEAF_WOOD 900 24002 L 17OX_DOOR_SLIDING_GLASS 115026631 L 17OX_POCKET DOOR_SLIDING_WOOD 586 20624 L 18 L 18FIRE RATED DOOR 100020002 L 18LIFT DOOR 22662 L 18OX_0900 X 2100_DOOR_SINGLE
21002
LEAF_WOOD900
18OX_0900
900 24002
x 2400_DOOR_SINGLE LEAF_WOOD
18OX_DOOR_SLIDING_GLASS 115026631
18OX_POCKET DOOR_SLIDING_WOOD 586 20624
L
19 L
21004
19OX_0900 X 2100_DOOR_SINGLE LEAF_WOOD900
900 24002
19OX_0900 x 2400_DOOR_SINGLE LEAF_WOOD
19OX_DOOR_SLIDING_GLASS
20624
22662
21004
24002
20624
Room Schedule Level Area Name L 1 L 1 Not EnclosedLIFT LOBBY L 15 L 15 15 m² Room L 15 33 m² Room L 15 19 m² Room L 15 2 m² Room L 15 1 m² Room L 15 2 m² Room L 15 13 m² Room L 15 1 m² Room L 15 2 m² Room L 15 2 m² Room L 16 L 16 14 m² LIFT LOBBY L 16 2 m² LOBBY L 16 34 m² Toilet L 16 Redundant RoomToilet L 16 1 m² Toilet L 16 2 m² LOBBY L 16 13 m² Staircase L 16 33 m² OFFICE 2 L 16 2 m² Toilet L 16 Redundant RoomOFFICE 1 L 17 L 17 14 m² Room L 17 2 m² Room Zone 3 Area Schedule LevelArea L 1584 m² L 16104 m² L 1769 m² L 1893 m² L 1993 m² L 2093 m² L 2193 m² L 1731 m² Sheet List Sheet Name G101_CoverSheet A101_Site Plan A103_Floor Plan_Atypical A104_Sectional Details S101_Framing Plan_Typical A102_Floor Plan_Typical E101_RCP_Atypical G102_Assembly Sheets A105_Elevational Details S102_Framing Plan_Atypical S103_Edge of Slab Plan_Atypical S104_Reinforecment Drawings Schedules_Wrick Ash FIRE ESCAPE PLAN Unnamed Unnamed Unnamed Unnamed Unnamed Unnamed Unnamed Unnamed Unnamed ELEVATION DOOR D1 SINGLE LEAF 850 X 1950 1950 850 2100 900 2400 900 900 2100 2045 1090 2214 738 DOOR D2 SINGLE LEAF 900 X 2100 DOOR D3 SINGLE LEAF 900 X 2400 DOOR D5 GLASS DOOR 900 X 2100 DOOR D6 FIRE RATED DOOR 1090 X 2045 DOOR D7 POCKET DOOR 738 X 2214 1 : 20 Door Details Fig: 38 Door Schedule
Table: 06 Door Schedule
Fig: 39 Fire Door Parameter
FAMILY CREATION- WALL
15MM GYPSUM WALL BOARD
15MM GYPSUM WALL BOARD
70MM CELLULOSE FILL
70MM CELLULOSE FILL
15MM GYPSUM WALL BOARD
15MM GYPSUM WALL BOARD
15MM GYPSUM WALL BOARD
70MM CELLULOSE FILL
15MM GYPSUM WALL BOARD
15MM GYPSUM WALL BOARD
15MM GYPSUM WALL BOARD
70MM CELLULOSE FILL
70MM CELLULOSE FILL
15MM GYPSUM WALL BOARD
15MM GYPSUM WALL BOARD
15MM GYPSUM WALL BOARD
70MM CELLULOSE FILL
15MM GYPSUM WALL BOARD
WALL W1 100MM THK. WALL W2 100MM THK.
WALL W1 100MM THK.
WALL W2 100MM THK.
FLOOR FINISH
FLOOR FINISH
WALL W1 100MM THK. WALL W2 100MM THK.
FLOOR FINISH
INSULATION
FAMILY CREATION- FLOOR
INSULATION
CEMENT SCREED
CEMENT SCREED
FLOOR FINISH
INSULATION
CEMENT SCREED
FLOOR F1 150MM THK.
FLOOR F1 150MM THK.
WALL
WALL
FLOOR F1 150MM THK.
WALL
FLOOR FINISH
INSULATION
INSULATION
CEMENT SCREED
CEMENT SCREED
FLOOR FINISH
INSULATION
CEMENT SCREED
FLOOR F2 150MM THK.
FLOOR F2 150MM THK.
15MM GYPSUM WALL BOARD
15MM GYPSUM WALL BOARD
70MM CELLULOSE FILL
70MM CELLULOSE FILL
15MM GYPSUM WALL BOARD
15MM GYPSUM WALL BOARD
15MM GYPSUM WALL BOARD
70MM CELLULOSE FILL
15MM GYPSUM WALL BOARD
WALL W3 200MM THK.
WALL W3 200MM THK.
FLOOR FINISH
WALL W3 200MM THK.
FLOOR FINISH
CEMENT SCREED
CEMENT SCREED
WALL W4
WALL W4
FLOOR FINISH
CEMENT SCREED
WALL W4
FLOOR F3 200MM THK.
FLOOR F3 200MM THK.
FLOOR F3,F4,F5
FLOOR F3,F4,F5
FLOOR F2 150MM THK.
FLOOR F3 200MM THK.
FLOOR F3,F4,F5
Novatr Capstone Project Pg 23
Fig: 40 Wall Family List
Fig: 41 Floor Family List
1
: 10
1 : 10
10
1 :
892 1200 700 480 700 700 1400 Cabinet Front View Cabinet Side View Cabinet Plan View 480 220 561 331 50 1200 DRAWER 1 : 10 Legend 1 1 480 Cabinet Side View 220 561 331 50 1200 DRAWER {3D} 1 {3D} 2 FAMILY CREATION-CABINET
Fig: 42 Cabinet Drawings Scale 1:10
RevDescriptionDate
Novatr Capstone Project Pg 25 480 Cabinet Side View DRAWER
{3D} 1 {3D} Copy 1 2
Fig: 44 Axonometric View 1
Fig: 43 Image to show the parameters used for the construction
Fig: 45 Axonometric View 2
NAVISWORK- CLASH DETECTION
Navisworks clash detection is a valuable process that plays a crucial role in the coordination and successful execution of construction projects. By utilizing the powerful clash detection capabilities of Navisworks software, clashes and conflicts between different building elements, such as architectural, structural, and MEP components, can be identified and addressed. Clash detection involves the automated analysis of models from different disciplines to identify clashes where elements intersect or overlap in the virtual space.
Pg 26 BIM Portfolio | Selected works 2022-2023
Fig: 46 Clash Arc Vs Str
Fig: 47 Clash Arc Vs MEP
Fig: 48 Clash Str Vs MEP
Fig: 49 Navisworks Clash Test
Table: 07 Clash detection Matrix
