Certify 10a Steel Shed Plans

Offer description

I have a 16 m × 7.5 m × 3.5 m Class 10a steel shed planned for an A1 wind zone site and the local authority will only sign off once a structural engineer stamps the drawings. My contribution so far is a rough sketch showing portal spacings, wall and roof cladding intentions, and door positions, but no member sizing or footing details have been engineered. Your role is to turn that concept into a fully compliant package, including the footing/slab design. Australian Standards for A1 wind regions must be met, with all calculations and connection details clearly documented. Deliverables • Signed structural drawings in PDF and DWG • Foundation and slab design suitable for A1 wind zone soil class • Calculation report showing member checks to the relevant AS/NZS ...

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