TMS 602/ACI 530.1/ASCE Application and measurement 6, Art. 3.6B of pre-stressing force Preparation of any required grout NCBC T1704.5.3, #6; specimens and / or prisms shall be TMS 602/ACI 530.1/ASCE observed 6, Art. 1.4; NCBC Sec 2105.2.2, 2105.3 IT-12 welding (Refer to NCBC Section 1704.3.1) Inspection Task C P Standard / Comments Check if required Welding inspections shall be in AWSD1.1-04 compliance with AWSD1.1. The base for NCBC 1704.3.1 welding qualifications shall be AWSD1.1 IT-13 high-strength bolting & steel frame inspections (Refer to T1704.3) Check if Inspection Task C P Standard Notes / required Comments Material verification of high-strength NCBC T1704.3, #1; bolts, nuts and washers must be inspected for: Identification markings to AISC 360, Section A3.3 & conform to ASTM standards applicable ASTM specified in the approved material standards construction documents Manufacturer’s certificate of compliance required Inspection of high-strength bolting: NCBC T1704.3, #2; Snug-tight joints AISC 360, Section M2.5 NCBC 1704.3.3 Pre-tensioned and slip-critical joints using turn-of-nut with match-marking, twist-off bolt or AISC 360, Section M2.5 direct tension indicator NCBC 1704.3.3 methods of installation Pre-tensioned and slip-critical joint using turn-of-nut without AISC 360, Section M2.5 match-marking or calibrated NCBC 1704.3.3 wrench methods of installation Material verification of structural steel NCBC T1704.3, #3; and cold-formed steel deck: For structural steel, AISC 360, Section M5.5 identification markings to conform to AISC 360 Applicable ASTM material standards For other steel, identification markings to conform to ASTM standards specified in the approved construction documents Manufacturer’s certified test reports
Application and measurement of pre-stressing force TMS 602/ACI 530.1/ASCE 6, Art. 3.6B Preparation of any required grout specimens and / or prisms shall be observed NCBC T1704.5.3, #6; TMS 602/ACI 530.1/ASCE 6, Art. 1.4; NCBC Sec 2105.2.2, 2105.3 IT-12 welding (Refer to NCBC Section 1704.3.1) Check if required Inspection Task C P Standard / Comments Welding inspections shall be in compliance with AWSD1.1. The base for welding qualifications shall be AWSD1.1 AWSD1.1-04 NCBC 1704.3.1 IT-13 high-strength bolting & steel frame inspections (Refer to T1704.3) Check if required Inspection Task C P Standard Notes / Comments Material verification of high-strength bolts, nuts and washers must be inspected for: Identification markings to conform to ASTM standards specified in the approved construction documents Manufacturer’s certificate of compliance required NCBC T1704.3, #1; AISC 360, Section A3.3 & applicable ASTM material standards Inspection of high-strength bolting: Snug-tight joints Pre-tensioned and slip-critical joints using turn-of-nut with match-marking, twist-off bolt or direct tension indicator methods of installation Pre-tensioned and slip-critical joint using turn-of-nut without match-marking or calibrated wrench methods of installation NCBC T1704.3, #2; AISC 360, Section M2.5 NCBC 1704.3.3 AISC 360, Section M2.5 NCBC 1704.3.3 AISC 360, Section M2.5 NCBC 1704.3.3 Material verification of structural steel and cold-formed steel deck: For structural steel, identification markings to conform to AISC 360 For other steel, identification markings to conform to ASTM standards specified in the approved construction documents Manufacturer’s certified test reports NCBC T1704.3, #3; AISC 360, Section M5.5 Applicable ASTM material standards
Schedule%20of%20Special%20Inspections%2012-1-2016.docx