3W Shore Lane | Structural engineering and wood optimization

The structural design of 3W Shore Lane combines the stability of post-tensioned concrete with the efficiency and technical versatility of wood light framing:

• Post-Tensioned Foundation: The structure rests on a post-tensioned foundation slab, optimized to efficiently control deflections, reduce the appearance of cracks, and distribute loads evenly across the soil.
• Walls (Light Framing): Built using wood light framing, a system that provides architectural flexibility, structural lightness, and high cost and time efficiency while maintaining optimal durability.
• Long-Span Elements (LVL Beams): For areas with higher load demands and wide spans, laminated veneer lumber (LVL) beams are incorporated, ensuring high strength, dimensional stability, and zero warping compared to traditional solid lumber.
• Floor System (Wood Trusses): The floor uses wood trusses (trusses) that free up the space from intermediate columns and allow technical installations to run within the depth of the framing, optimizing the clear height of each level.
• Independent Ceilings (Ceiling Joists): An exclusive framing system was implemented to support the ceiling, isolating the ceiling loads from the main roof and allowing interior designs with variable heights.
• Roof (Rafters): The roof was structured with a wood rafter (rafters) system, combining the versatility of traditional assembly with modern engineering analysis and criteria.