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Hotel: 186 Issues Flagged

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

186
Potential findings
3
Disciplines
3
Published examples
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Anonymized review · Published 2026-09-16

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.

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Key findings

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.

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.

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.

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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