Commercial Solar Structural & Ballast
Commercial Flat Roof Solar Ballast Weight & Wind Uplift Calculator
Calculate commercial flat roof solar ballast block weight (psf), ASCE 7-16/22 aerodynamic wind uplift, Corner/Edge/Field building zones, and roof structural dead load limits.
Wind & Roof Inputs
Parapets >24" reduce edge vortex turbulence
Structural engineer allowable dead load
Average Ballast Load
-- psf
Within Roof Limit
Total Ballast Blocks
-- Blocks
Standard 4x8x16 (33 lb solid concrete)
Total Added Dead Load
-- Tons
Ballast + Module RackingBuilding Aerodynamic Wind Zones Takeoff
Zone 1 (Roof Interior Field)
-- psf
~70% of array modules
Zone 2 (Roof Perimeter Edges)
-- psf
~20% of array modules
Zone 3 (Vortex Corners)
-- psf
~10% of array modules (High Uplift)ASCE 7 Structural Ballasted Solar Engineering Note:
Ballasted commercial rooftop solar systems avoid roof membrane penetrations by utilizing solid concrete cap blocks inside steel/aluminum racking trays. Corner zones experience severe suction vortices. If corner zone requirements exceed the structural deck allowable dead load (typically 5 to 7 psf reserve capacity on open-web steel joists), mechanical anchor attachments must be combined with ballast.