Chapter 7 Cast-In-Place Concrete
CHAPTER 7 CAST-IN-PLACE CONCRETE
SICC-701.1 Scope. The requirements of this chapter and NCSBC-1704.4 shall apply when construction includes cast-in-place concrete as listed in SICC-302.3.
SICC-702 FABRICATION AND ERECTION DOCUMENTS
SICC -702.1 Review and approval. The cast-in-place concrete fabrication and erection documents, including concrete mix designs, shall be submitted for review and approval to the SER prior to concrete construction and/or formwork erection, as appropriate. The GC shall provide SER-approved fabrication and erection documents for use by the SIER to conduct special inspections during construction.
SICC-702.2 SER review and approval. Each fabrication and erection document shall bear the review and approval stamp of the SER and be properly signed and dated. Prior to concrete construction and/or formwork erection, as appropriate, the fabrication and erection documents listed below shall be reviewed and approved by the SER:
Non-prestressed mild steel reinforcement.
Prestressing steel to be post-tensioned.
Concrete mix designs, including any accelerators or other admixtures, for each class of
concrete to be used.
SICC-703.1 Special inspections. The SIER shall perform special inspections in accordance with this chapter, NCSBC-1704.4 and NCSBC-Table 1704.4. NCSBC -Table 1704.4 Item 2, Reinforcing steel welding requires continuous or periodic inspection, depending upon the use of the reinforcing steel. (see SICC-604.2 and NCSBC -Table 1704.3 Item 5b).
NCSBC-1704.4.1 Materials. In the absence of sufficient data or documentation providing evidence of conformance to quality standards for materials in Chapter 3 of ACI 318, the building official shall require testing of materials in accordance with the appropriate standards and criteria for the material in Chapter 3 of ACI 318. Weldability of reinforcement, except that which conforms to ASTM A 706, shall be determined in accordance with the requirements of Section 1903.5.2.