By American Institute of Steel Construction
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Extra info for AISC N690-12 Specification for Safety-Related Steel Structures for Nuclear Facilities
As a minimum, the diameter, grade, type and length of the anchor rod or embedded item, and the extent or depth of embedment into the concrete, shall be verified prior to placement of concrete. The QAI shall inspect the fabricated steel or erected steel frame, as appropriate, to verify compliance with the details shown on the construction documents, such as braces, stiffeners, member locations and proper application of joint details at each connection. NN6. Minimum Requirements for Inspection of Composite Construction Inspection of structural steel and steel deck used in composite construction shall comply with the requirements of this Chapter.
NN5. Coordinated Inspection Where a task is noted to be performed by both QC and QA, it is permitted to coordinate the inspection function between the personnel qualified for quality control inspection and QAI so that the inspection functions are performed by only one party. Where QA relies upon inspection functions performed by personnel qualified for quality control inspection, the approval of the engineer of record and the AHJ is required and the procedure must be stated in the QA program. 4.
1) Material identified by grade and size only. Material need only be identified in such a manner that the purchaser is assured that the specified grade is used, and this documentation can be obtained throughout the service life of the structure. (2) Material identified by heat number for the structure only. Material test reports shall be identifiable to the structure, but need not be to an individual member in the structure, in such a manner that the material test report can be obtained throughout the service life of the structure.