SECTION 033000 - CAST-IN-PLACE CONCRETE

Sludge Treatment Project Engineered Container Retrieval and Transfer System January 2012
D. Concrete expansion anchors shall be any industry standard wedge-type expansion anchor having
capacities published by the ICC-ES and approved for resistance to seismic loading.
E. All exposed carbon steel shall be coated in accordance with Section 055000, Metal Fabrications.
Prepare, prime, and top coat structural steel in accordance with the manufacturer’s recommendations.
The final coat shall be light gray. All coatings shall be applied in such a manner
as to produce a uniform smoothness. Special attention shall be paid to crevices, weld lines,
carriers, and edges to obtain the required thickness.
PART 3 - EXECUTION
3.1 PREPARATION
A. Fabrication, Inspection and Testing Plan
Fabrication, inspection and testing shall be performed in accordance with contract requirements, applicable
articles of this specification and drawings, and in accordance with an approved Fabrication,
Inspection and Test Plan. The Fabrication, Inspection and Test plan shall include the following:
1. Traceability to Buyer Contract number.
2. Description of items to fabricate/test/inspect.
3. Sequential fabrication/process steps.
4. Sequential points for inspection and tests to be performed during processing.
5. Methods/procedures to be used for performance of inspection, test, and/or fabrication including:
a. Method used to control material,
b. Method used to control filler materials,
c. Method used to verify the dimensional accuracy of the fabrication,
d. Method used to segregate tools used on fabrication of stainless steel from tools used
on carbon steel,
e. Weld procedures used for production welding.
6. Characteristic or attribute to be evaluated and acceptance criteria.
7. Report form to use.
8. Specific codes/standards requirements as specified by procurement documents.
Contract 44577 KW Annex – Rev. E 44577-CSI-SPEC-001 221513 - 22