An interactive architectural archive. Turn the pages to explore every floor, every detail, every engineering decision — from foundation to facade.
A modern G+2 residential building designed with precision engineering and contemporary architectural language. The structure balances aesthetic ambition with structural integrity.
| BUILDING TYPE | G+2 Residential |
| TOTAL FLOOR AREA | 840 m² |
| STRUCTURAL SYSTEM | RC Frame + Shear Walls |
| DESIGN CODE | EBCS / ACI 318 |
| BIM LEVEL | LOD 300 |
The ground floor establishes the building's relationship with the street. A generous entrance lobby, commercial retail space, and parking area create a mixed-use ground plane.
The lobby acts as a transitional space between public and private realms. Double-height ceilings and floor-to-ceiling glazing maximize natural light penetration.
| CLEAR HEIGHT | 4.2 m |
| FLOOR FINISH | Polished Concrete |
| GLAZING | Low-E Tempered |
The first floor hosts the primary residential units. Open-plan living areas connect to private balconies, while the central core contains vertical circulation and services.
Materials transition from public to private — warm timber flooring in living areas, stone in wet zones, and acoustic treatments in bedrooms for optimal comfort.
| UNIT TYPE | 3-Bedroom Apartment |
| FLOOR AREA | 280 m² |
| BALCONY AREA | 45 m² |
The top floor features premium penthouse units with private terraces. The roof integrates sustainable systems including solar panels and rainwater harvesting.
Green roof systems reduce heat gain by 30%. Photovoltaic arrays generate 40% of annual energy demand. Rainwater collection feeds irrigation and greywater systems.
| ENERGY RATING | A+ / LEED Gold |
| SOLAR CAPACITY | 18 kWp |
| WATER SAVING | 35% Reduction |
The structural system employs a reinforced concrete frame with strategically placed shear walls. Foundation design accounts for local soil conditions and seismic requirements.
Gravity loads transfer through one-way slabs to beams, then columns, and finally to the raft foundation. Lateral loads are resisted by the core shear wall system.
| FOUNDATION | Raft 600mm thick |
| COLUMN SIZE | 400 × 400 mm |
| BEAM SIZE | 300 × 500 mm |
| SLAB THICKNESS | 200 mm |
| CONCRETE GRADE | C-30 |
| REBAR GRADE | Fe-500 |
Response spectrum analysis confirms the structure meets EBCS-8 requirements for Zone 2 seismicity. Drift ratios remain within code limits under design earthquake loads.
Building Information Modeling drives the entire project lifecycle — from design coordination to quantity extraction, cost control, and construction sequencing.
LOD 300 models enable clash detection, 4D construction simulation, and automated quantity takeoff. All disciplines collaborate within a single federated model.
| BIM PLATFORM | Revit / Navisworks |
| COORDINATION | Clash-Free Verified |
| QS SOFTWARE | CostX / Excel |
| BOQ ACCURACY | ±3% Variance |
| STRUCTURAL WORKS | $186,400 |
| ARCHITECTURAL | $142,800 |
| MEP SYSTEMS | $98,600 |
| EXTERNAL WORKS | $45,200 |
| TOTAL PROJECT | $473,000 |
All quantities extracted directly from the BIM model. Final figures subject to tender documentation.