STRUCTURAL COORDINATION & SLAB DESIGN GUIDE
Anchoring details, slab thickness, post-tension coordination, and footing requirements, get these right before concrete is poured or pay for it later.
Early coordination checklist
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Confirm slab thickness ≥ 7″ in all stacker zones before pouring. No exceptions for double-high units.
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Map all PT cable paths and provide anchor layouts to the structural engineer before cable placement.
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Coordinate footing rebar density for triples and quads with the stacker vendor before the footing design is finalized.
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Concrete grade C30 minimum or as specified by the structural engineer. Verify compressive strength meets anchor pull-out requirements.
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Anchor bolt spec: M12 × 160mm. Drill depth ≥ 4″. Verify there are no rebar conflicts at each anchor point.
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Weight distribution plan: 4,212.5 lbs per baseplate. Confirm the slab can handle point loads at all stacker locations.
Send us your slab plans. We’ll flag the change orders before they happen.
Our engineering team reviews structural drawings against stacker specifications and returns annotated red-lines, typically within three business days. No charge, no obligation.
Turnaround
3 business days
Reviewed by
Licensed engineers
Format
Annotated PDF red-lines
Cost
Free, no commitment