Create a Non-Conformance Report for low-rise structural steel weld misalignment exceeding AISC 341 tolerances at seismic moment-frame beam-column joints, including required ultrasonic testing and phased rework schedule

Generate create a non-conformance report for low-rise structural steel weld misalignment exceeding aisc 341 tolerances at seismic moment-frame beam-column joints, including required ultrasonic testing and phased rework schedule for Nonresidential Building Construction industry

Nonresidential Building Construction

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Upload inspection reports, daily reports, or photos documenting the weld misalignment discovery
Project name, location, structure type, current construction phase, and affected building levels
Select the specific AISC 341 seismic tolerance exceeded at beam-column joints
List the specific joint designations where misalignment exceeds tolerances (grid line intersections or member IDs)
Required UT level and acceptance criteria per AWS D1.8 for seismic welds showing misalignment
Construction sequence flexibility for phased rework without delaying critical path
Select the primary stakeholders requiring immediate NCR notification per contract requirements
Describe proposed engineering solutions: weld repair sequences, additional reinforcing, or member replacement with structural justification
Preliminary estimation of structural performance degradation due to misalignment under seismic loading
Additional factors affecting NCR priority: liquidated damages, tenant delivery schedules, seasonal weather constraints, or regulatory inspections