Pallet Racking Systems in Medford, OR

Seismic Design Category:

Typically classified as Seismic Design Category D (SDC D) in the Medford area due to regional seismic risks, the seismic design category for a specific Medford site is assigned under ASCE 7 based on site class and risk category, and must be confirmed for your address before the drawing is stamped.

Engineering:

Rack uprights are unbraced vertical structures, so lateral load governs the base connection more often than the stored weight does. Anchorage counts, embedment depth, and slab thickness all come out of the seismic calculation, and the plan review expects them shown on the drawing rather than decided in the field.

High-Piled Combustible Storage:

Oregon Fire Code Chapter 32 governs high-piled combustible storage. Where the building official requires it, the classification also covers certain high-hazard commodities including rubber tires and Group A plastics, which changes the requirements regardless of how the rest of the building is used.

Sprinkler Coordination:

Under Chapter 32, required fire safety features extend to the lesser of 15 feet beyond the high-piled storage area or a full-height wall. That boundary decides where your rack rows can end, so flue spaces, aisle widths, and rack layout have to be settled against the existing sprinkler design before the layout is final.

Load Capacity:

Capacity is set by the beam and upright pairing, the number of levels, and the vertical spacing between them, not by the beam alone. Lowering one beam level on an installed frame changes the rated capacity of the whole bay, which is why reconfigurations need the load chart rechecked before pallets go back on.

Anchoring:

Every upright is anchored to the slab. Anchor type and count come from the engineered drawing, and existing slab thickness, control joints, and prior patching all affect what the connection can develop, which is worth confirming before install day.

General Duty Clause:

OSHA’s General Duty Clause requires employers to provide a workplace free of recognized hazards. There is no rack-specific OSHA standard, so a damaged upright, an unlabeled bay, or an overloaded beam is cited under the General Duty Clause instead.

Ongoing Compliance:

 Rack damage accumulates from forklift contact and does not repair itself. Documented periodic inspections, posted load capacity labels, and a written process for pulling damaged frames out of service are what an inspector looks for in a Medford facility.

Pre-Install Engineering Review:

Before any steel ships, our team audits your order against your site dimensions, forklift class, and pallet specs. We catch specification errors before they leave our facility – and we document everything so your receiving team knows exactly what to expect at the dock.

Post-Install Verification:

After install, we verify anchor placement and beam level heights against the permitted drawing and post capacity labels on each bay. That verification is what your Medford building inspection is checked against, so it happens before we leave the site.

Zoning Compliance:

Regulated by the Medford Planning Department, warehousing is generally permitted outright in Light Industrial (I-L) and General Industrial (I-G) zones. Confirm the zoning designation and permitted use for warehouse storage at the specific Medford parcel before layout, particularly if the building’s prior use was not warehousing (which may trigger a formal Change of Use review).

Site-Specific Checks:

Racking installed outdoors or in a yard raises questions interior rack does not, including setbacks, foundation work, and site coverage. Sites in unincorporated Jackson County fall outside City of Medford review, so confirm which jurisdiction applies before drawings are prepared.