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
Free check on up to 10 drawing pages. Enterprise and volume pricing
- 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
- Critical
Floor elevations differ across disciplines
Structural / Architectural
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.
- Critical
Sprinkler support load basis needs clarification
Structural / Fire Protection
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.
- Critical
Snow-load calculation uses a different input
Structural
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 disciplinesStructural / Architectural
Critical
Structural / Architectural
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 clarificationStructural / Fire Protection
Critical
Structural / Fire Protection
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 inputStructural
Critical
Structural
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.
Related case studies
Similar AI plan review results by project type and discipline.
- CommercialRetail Store Build-Out: 220 Issues Including Critical Egress, Fire Protection & Code Violations220 issues · Fire Protection, Structural
- CommercialRetail Store Build-Out: 205 Issues Found in Commercial Construction205 issues · Fire Protection, Structural
- CommercialRestaurant Permit Set: 163 Issues Found163 issues · Architectural, Fire Protection
- CommercialAlabama Plan Review: 157 Issues Found157 issues · Electrical, Structural
- CommercialCommercial Kitchen & Multi-Discipline Plan Review: 284 Issues Found284 issues · Architectural, Civil
- CommercialUrban Mixed-Use Plan Review: 230 Issues Found230 issues · Architectural, Structural