Specialized engineering for HVHZ corner window assemblies. Multi-directional wind loads require careful analysis of corner joints and structural connections.
Side-by-side specifications for HVHZ corner window configurations.
Frameless appearance
Structural support
Maximum performance
Corner windows experience wind loads from multiple directions simultaneously, creating complex stress patterns at the corner joint. Both positive and negative pressures can act on adjacent glass panels, requiring specialized engineering for the connection.
Butt-glazed corners without structural support are typically limited to 4-6 feet per leg in HVHZ applications. Glass thickness of 1 inch or more laminated IG units is required, with structural silicone joints engineered for the design pressure.
Yes, corner configurations often require product-specific NOA approvals that address the unique corner joint. Some manufacturers include corner details in their standard approvals, while others require engineering judgments or product approvals.
Corner joints require multi-stage waterproofing including structural silicone at the glass-to-glass joint, secondary sill pans with corner boots, and proper head flashing integration. All components must be compatible and tested for the design pressure.
PE-stamped engineering for complex corner glazing assemblies in Miami-Dade HVHZ.
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