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Hotel: 186 Issues Flagged

Check that structural load criteria and building elevations agree before framing and truss design proceed.

Anonymized review · Published 2026-09-16

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Potential findings
186
Disciplines
3
Published examples
3
Critical or high examples shown
3

About this review

InspectMind ran an AI plan review on this commercial set and returned 186 potential findings across Structural, Architectural, Fire Protection. The selected examples below show the document conflict, why it matters, and a suggested next step.

Project type
Commercial
Disciplines
Structural, Architectural, Fire Protection
Potential findings
186
Published examples
3
Published
2026-09-16
Evidence status
Selected findings marked useful in the source review record

What this review documents

Check that structural load criteria and building elevations agree before framing and truss design proceed.

The documented result is a set of review findings. This case study does not establish that corrections were completed or that savings were realized. The examples below were marked useful in the source review record; they have been paraphrased to remove identifying details.

Key findings

  1. Floor elevations differ across disciplines

    Structural / Architectural

    Critical

    Structural sections place the second floor two feet below the architectural sections. The third-floor values also differ, and the floor-to-floor dimensions do not reconcile as a simple datum change.

    Next step: Issue coordinated architectural and structural floor elevations.

  2. Sprinkler support load basis needs clarification

    Structural / Fire Protection

    Critical

    A truss note specifies a 250-pound sprinkler support load without explicitly including the weight of water-filled piping. The review flagged the load basis for verification.

    Next step: Confirm the complete hanger load with the sprinkler designer and structural engineer.

  3. Snow-load calculation uses a different input

    Structural

    Critical

    The stated ground snow load is 60 psf, while the displayed roof-load calculation substitutes 30 psf.

    Next step: Verify the governing snow-load inputs and recompute the roof load using the applicable factors.

Checkers used

Issue categories

Structural / Architectural
Structural / Architectural findings in the selected review excerpts.
Structural / Fire Protection
Structural / Fire Protection findings in the selected review excerpts.
Structural
Structural findings in the selected review excerpts.

Review details and suggested questions

Floor elevations differ across disciplines

Structural / Architectural

Critical

Summary: Structural sections place the second floor two feet below the architectural sections. The third-floor values also differ, and the floor-to-floor dimensions do not reconcile as a simple datum change.

Why it matters: This discrepancy leaves the design team or contractor with conflicting instructions. Resolve the governing requirement before relying on the affected documents.

Suggested next step: Issue coordinated architectural and structural floor elevations.

RFI draft: Issue coordinated architectural and structural floor elevations.

Sprinkler support load basis needs clarification

Structural / Fire Protection

Critical

Summary: A truss note specifies a 250-pound sprinkler support load without explicitly including the weight of water-filled piping. The review flagged the load basis for verification.

Why it matters: This discrepancy leaves the design team or contractor with conflicting instructions. Resolve the governing requirement before relying on the affected documents.

Suggested next step: Confirm the complete hanger load with the sprinkler designer and structural engineer.

RFI draft: Confirm the complete hanger load with the sprinkler designer and structural engineer.

Snow-load calculation uses a different input

Structural

Critical

Summary: The stated ground snow load is 60 psf, while the displayed roof-load calculation substitutes 30 psf.

Why it matters: This discrepancy leaves the design team or contractor with conflicting instructions. Resolve the governing requirement before relying on the affected documents.

Suggested next step: Verify the governing snow-load inputs and recompute the roof load using the applicable factors.

RFI draft: Verify the governing snow-load inputs and recompute the roof load using the applicable factors.

Anonymized, paraphrased excerpts from a completed project review. These three examples were marked “good catch” in the source review record; that label is feedback, not independent validation. The project total excludes duplicate-group members, dismissed findings, wrong finds, and insufficient-reference findings. Only selected excerpts are published. Customer identity, project address, source identifiers, and private drawings are omitted. Corrections, permit outcomes, and financial savings have not been independently verified. A qualified professional should assess each finding against the complete project documents.

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