Edges, corners, and ridges experience higher pressures, often requiring denser anchorage or different attachments. Confirm site wind exposure category, terrain roughness, and building height, then apply appropriate pressure coefficients. Detail how these choices affect rail spans and hardware counts across zones. When parapets, overhangs, or unusual geometries complicate flows, seek engineering input early. Clearly labeling drawings with zone-specific fastening reduces field confusion, inspection delays, and costly return visits prompted by misunderstood edge conditions or surprised crews on windy rooftops.
Snow rarely distributes evenly. Drifts form near higher structures, valleys, and obstructions, raising localized loads that mounts must handle. Verify ground snow load and consider historical drift patterns observed by occupants. Model worst-case redistributions and note how tilt angles influence shedding. Where sliding snow threatens gutters or walkways, integrate guards or redesign pathways. Communicate the rationale to building owners, ensuring expectations are realistic about winter maintenance, production swings, and how thoughtful anchorage planning preserves both structural capacity and daily safety.
Ballasted designs can reduce penetrations but increase dead load and wind-induced movement concerns. Penetrated systems lower ballast needs yet demand excellent flashing practices. Compare options against roof type, age, and maintenance plans. When choosing penetrations, align with structural members and use tested flashings matched to the roofing system. Maintain drainage paths and avoid ponding. A clear decision matrix that weighs serviceability, lifespan, and inspection ease helps owners understand trade-offs and supports a system that remains tight, stable, and inspectable for decades.