Structural Engineering Hub & FAQ

A: Yes, you can absolutely build a SolidStud™ 8x8 Post-Frame or 2x6 Structural Stud complex now and pour the concrete slab at a later date. Because our continuous-column engineering transfers all building loads directly into structural footings rather than relying on a foundation slab, the structural shell remains completely stable without concrete. If you choose this phased approach, our team will precisely set your framing layout so that your future concrete crews have a flawless sub-base matrix to tie into down the line.

A: Yes, with specific conditional engineering parameters. Our foundation engineers routinely execute this phased approach for specialized structures like equine riding arenas. To make this possible, we swap our standard monolithic slab design for a heavy-duty stem wall and structural footing system. This anchors the main steel columns securely to the earth, giving you the flexibility to add a concrete slab at a later date, or keep the interior as a dirt, gravel, or paved stone floor area.

A: Yes, absolutely. With specific conditional engineering parameters, a suitable land topography, and a tailored building layout, our foundation engineers can design a robust system to satisfy this layout request for almost any application. To achieve this, we replace a standard on-grade pad with an advanced engineered foundation featuring heavy-duty poured concrete retaining walls. These structural walls support the primary upper building loads and neatly partition your lower garage bays, where a clean, secondary concrete floor slab is then poured inside the bays.

A: Engineering Notice: Structural Limitations of Pre-Existing Sub-Slab Foundations. Inco explicitly prohibits anchoring heavy commercial Pre-Engineered Metal Buildings (PEMB) or patented post-frame column networks straight onto pre-existing standard retail slabs. Because our building envelopes must satisfy rigid Risk Category II wind and shear forces independently, mounting to un-tested, un-reinforced concrete poses serious structural deflection risks, and possible building collapse. To deliver maximum financial efficiency and prevent cost-prohibitive demolition liabilities, our engineering firms routinely design a specialized monolithic over-pour foundation. By engineering a new, fully reinforced concrete matrix poured directly OVER the old pad, we bypass expensive site excavation, recycling, and hauling fees while securing an airtight, fully permit-attainable structural anchor path. Typically, we only cut off edges of the existing slab to facilitate our monolithic slab footing system.

A: No, not for support. Our structural building lines are engineered strictly to robust Risk Category II high-wind standards, meaning we cannot anchor these heavy multi-ton frame lines directly to an un-reinforced, un-tested retail concrete pad. We routinely cut back edges of the slab in order pour deep turned down footings. However, to save you substantial capital in demolition, excavation, and concrete landfill recycling fees, our engineers have a proven solution: we can design and pour a custom-engineered monolithic slab foundation directly OVER your existing pad. This creates a flawless, code-compliant structural sub-base matrix that utilizes your old concrete as an asset while ensuring your new building satisfies all North Carolina building codes.