25/02/2026
Sheerline Spandlaze System | Engineered for 1980Pa
This façade was designed to accommodate a specified wind load of 1980Pa, as determined by the project façade engineer.
Mullion sizing and reinforcement were calculated to control deflection under load and maintain glazing integrity.
Deflection limits and performance considerations were aligned with the structural and glazing requirements of SANS 10160 and SANS 10400.
In façade engineering, compliance and deflection control are as critical as the aesthetic outcome.
Built for performance. Installed with precision.
SANSCompliance
