VOL_2_PLANS_1.pdf

TABLE 1704.3

REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED

STANDARDa

IBC

REFERENCE

1. Material verification of high-strength bolts, nuts and washers:

a. Identification markings to conform to ASTM standards specified in the approved construction documents. - X

AISC 360,

Section A3.3 and applicable ASTM material standards

b. Manufacturer's certificate of compliance required. - X

2. Inspection of high-strength bolting:

a. Snug-tight joints. - X AISC 360, Section M2.5 1704.3.3

4. Material verification of weld filler materials:

a. Identification markings to conform to AWS specification in the approved construction documents. - X

AISC 360,

Section A3.5 and applicable AWS A5 documents

b. Manufacturer's certificate of compliance required. - X

5. Inspection of welding:

a. Structural steel and cold-formed steel deck:

1) Complete and partial joint penetration groove welds. X

AWS D1.1 1704.3.1

2) Multipass fillet welds. X -

3) Single-pass fillet welds > 5/16" X -

4) Plug and slot welds. X -

5) Single-pass fillet welds ≤ 5/16" - X

6) Floor and roof deck welds. - X AWS D1.3 b.Reinforcing steel:

1) Verification of weldability of reinforcing steel other than ASTM A 706.

- X

AWS D1.4 ACI

318: Section

3.5.2

2) Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear reinforcement.

X -

3) Shear reinforcement. X -

4) Other reinforcing steel. - X

For SI:1 inch = 25.4 mm.

a. Where applicable, see also Section

1707.1. Special inspection for seismic

resistance.

TABLE 1704.4

REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED

STANDARDa IBC REFERENCE

1. Inspection of reinforcing steel, including prestressing tendons, and placement.

X ACI 318: 3.5,

7.1-7.7 1913.4

3. Inspection of bolts to be installed in concrete prior to and during placement of concrete whereallowable loads have been increased or where strength design is used.

X - ACI 318:

8.1.3. 21.2.8

1911.5, 1912.1

4. Inspection of anchors installed in hardened concrete. - X

ACI 318:

3.8.6, 8.1.3,

21.2.8 1912.1

5. Verifying use of required mix design. - X

ACI 318: Ch.

4, 5.2-5.4

1904.2.2.

1913.2, 1913.3

6. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

X -

ASTM C 172

ASTM C 31

ACI 318: 5.6,

5.8

1913,10

7. Inspection of concrete and shotcrete placement for proper application techniques.

X - ACI 318: 5.9,

5.10

1913.6, 1913.7, 1913.8

8. Inspection for maintenance of specified curing temperature and techniques.

- X ACI 318:

5.11-5.13 1913.9

12. Inspect formwork for shape, location and dimensions of the concrete member being formed.

- X ACI 318: 6.1.1 -

For SI: 1 inch = 25.4 mm.