Proposed markham airport

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Group D (Business and Personal Services Occupancy) 

Ground Floor Area: 97,765 mm (approx. 97.76 m) in length
Main functional sections vary from 11,800 mm to 13,000 mm in width per zone 

The structure is supported by steel I-beam framing with metal roof panels and glass curtain walls. The foundation includes poured concrete footings and slab-on-grade. Wall assemblies consist of metal studs, batt insulation, rigid insulation, vapor retarders, and fiberglass gypsum sheathing, delivering high thermal and structural performance. The roof integrates steel trusses and mullion-supported glass domes. 

The design concept emphasizes both functionality and a contemporary visual identity. The terminal’s clean lines and material contrast—between metal cladding and glass panels—convey a sense of motion and transparency. The layout prioritizes efficient passenger flow through clearly defined zones for check-in, security, baggage claim, and boarding. 

I was responsible for the complete architectural design and technical drawing package for the proposed airport, including site plan, floor plan, elevations, building sections, wall sections, and roof plan. I handled the layout of circulation zones, integration of OBC-compliant features, and coordinated the staging of the project from structural framing to interior development.

Successfully delivered a fully developed airport terminal design, demonstrating proficiency in large-scale commercial planning, technical detailing, and construction documentation. The project reflects a comprehensive understanding of spatial design, material systems, and code integration.