Generate a Submittal Review Stamp for steel shop drawings discrepancies encountered during erection phase E-204 structural package

Primary Drawings *

Discrepancy Severity Level * Choose severity classification Critical - Structural integrity compromised, immediate redesign required Major - Code violations requiring engineered solution and resubmission Moderate - Deviation from approved drawings requiring design team approval Minor - Fit-up issues resolved through field coordination and RFI response Aesthetic - Visual inconsistencies requiring architect's aesthetic review Dimensional - Tolerance issues within allowable variance per specifications Material substitution - Higher grade steel proposed, verify approval pathway Fabrication error - Shop error requiring replacement or rework

Discovered During * Select discovery context Pre-erection visual inspection of delivered members Initial steel erection - alignment issues discovered Connection fit-up during member placement Anchor bolt interference or misalignment Beam-to-column connection misfit Decking installation - framing geometry conflict Secondary framing attachment points Quality control inspection during welding Dimensional verification survey Mock-up assembly for complex connections

Reviewing Disciplines * Select most critical reviews Structural Engineer of Record (primary review) Architectural - aesthetic and coordination impact MEP - utilities and penetrations affected Fire Protection - fireproofing and egress impacts Civil/Site - foundation connections affected Geotechnical - lateral load redistribution Facade/Envelope - exterior wall connections Construction Manager - schedule and cost impact Steel Erector - installation methodology changes Steel Fabricator - shop drawing revisions required

Contract Document References *

Regulatory Compliance Standards * Select applicable codes IBC 2021 with local amendments - standard commercial code AISC 360-16 - Steel Design Specification AISC 341-16 - Seismic Design Requirements AWS D1.1 - Structural Welding Code ASCE 7-22 - Minimum Design Loads OSHA 1926 Subpart R - Steel Erection Standards Local fire department access and egress requirements Seismic Design Category specific provisions Wind tunnel testing compliance requirements Special inspection Category requirements per Chapter 17

Critical Dimensions *

Stakeholder Notification Priority * Select urgency level Immediate - Same day notification to Engineer of Record Urgent - Within 24 hours with schedule impact assessment Standard - Within 3 business days through formal RFI Routine - Next weekly coordination meeting item Non-critical - Incorporate into next submittal cycle Emergency Stop Work - Issue stop work order pending resolution

Resolution Documentation Requirements * Select documentation type Detailed RFI/RFN with engineering calculations Redlined shop drawings with revision clouds New structural detail sheets with connection calcs Field Modification Request (FMR) with sketches Change Order Proposal with cost/time impact Engineering Judgment letter from Engineer of Record Delegated Design Solution from specialty engineer Visual inspection report with photographic documentation Mock-up test report and certification Material testing certifications for substituted members

Schedule Impact Assessment *