03 · Engineers
A record set, shown as a sample.
The sheets below are blank examples for a conversation. They are not a proprietary certified system, not a product evaluation, and not a calculation.
What a design still has to settle
Axial load, uplift, and lateral demand. Soil, including organic layers and groundwater. Scour where water can move the ground. Corrosion from salt air and salt water, by whatever coating or steel section the product and the engineer specify. Orientation: plumb, battered, or mixed. Termination into concrete, steel, or wood. Frost is rarely the governing check on this coast. It is still the engineer's call.
Torque can support a capacity check when a correlation is accepted for that shaft, helix geometry, and soil. It does not replace the design.
The existing resources page says the practice uses PierTech helical piles and brackets, and it links manufacturer flyers for brackets, deck hardware, heavier sections, and an engineering packet. Those PDFs are not republished here. No evaluation-report number was printed on the public pages. Ask for the current report before relying on one.