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Utah PE Review & Stamped Letter – Container Shelter Foundation / Footing Evaluation Project Overview I am installing a pre-manufactured fabric container shelter at a commercial property in Spanish Fork, Utah. The structure is a Hills Industrial Model 5040C premanufactured container shelter approximately 50' wide x 40' long x 26' tall. The shelter spans between two 40' shipping containers. Base plates are welded to the containers and the shelter frame is a bolted steel truss construction with a tensioned PVC fabric cover. The local building department's primary concern is whether traditional concrete footings/foundations are required or whether the shipping containers themselves provide adequate bearing and stability when placed on a properly prepared gravel surface. Existing Information Available Manufacturer installation manual Structure dimensions and assembly details Structure weight information Shipping container specifications Site information Preliminary snow load reference document prepared for PE review Photographs and installation details Scope Requested I am seeking a licensed Utah Professional Engineer to: Review the provided documentation. Determine whether the shipping containers can serve as the support/foundation system without conventional concrete footings. Identify any additional information required. Provide a signed and stamped engineering letter suitable for submission to the City of Spanish Fork. Optional Additional Scope - If required by the city (currently they have only asked for ground bearing adequacy), provide: Wind load review Snow load review Anchorage recommendations Connection review between shelter and containers Project Goal The objective is not to redesign the shelter but to obtain professional engineering review and documentation supporting permit approval for the proposed installation. Please provide: Relevant experience with fabric structures, shipping containers, temporary structures, agricultural structures, or similar installations. State(s) where you are licensed. Estimated cost and timeline. Any additional information needed for a proposal.
Project ID: 40507872
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Hi how are you doing well? I can provide a Utah PE review and stamped engineering letter for your container shelter foundation/footing evaluation in Spanish Fork. I lead a strong structural engineering team with experience in fabric structures, shipping container support systems, temporary/agricultural structures, steel truss assemblies, ground bearing checks, anchorage review, snow/wind load coordination, and permit-focused engineering documentation. My approach will be review-based, not a full redesign. First, I will examine the manufacturer manual, shelter dimensions, weight data, container specifications, gravel pad/site information, photos, installation details, and preliminary snow load reference. Then I will evaluate whether the containers on a properly prepared gravel surface can provide adequate bearing and stability, identify any missing information, and prepare a signed/stamped letter suitable for the City of Spanish Fork. If the city expands the request, I can also review wind loading, snow loading, anchorage recommendations, and the shelter-to-container connections as an additional scope. I can provide a clear cost/timeline after reviewing the documents and would be glad to support this permit review through city approval.
$800 USD in 2 days
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10 freelancers are bidding on average $1,235 USD for this job

I understand you need a Utah PE stamped letter for a Hills Industrial Model 5040C container shelter foundation/footing evaluation in Spanish Fork, Utah, focusing on the structural integrity of the connection between the shelter frame and the shipping containers. I recently completed a similar evaluation for a pre-manufactured structure in Colorado, resulting in expedited approval from their engineering department. My deliverables will include a detailed foundation and footing analysis report, specifically addressing the bolted steel truss connection to the container base plates. This report will be supported by calculations performed in SAP2000 and presented with AutoCAD drawings to clearly illustrate the proposed connection details and footing requirements, ensuring compliance with relevant Utah building codes. What is the specific Utah code or standard the PE reviewer is referencing for this evaluation? Ready to start as soon as you confirm scope.
$1,500 USD in 21 days
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Spanish Fork, United States
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