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Violation Detail
Standard Cited: 19260758 C Systems-engineered metal buildings.
Inspection Nr: 1724903.015
Citation: 01002
Citation Type: Serious
Abatement Date: 08/21/2024
Initial Penalty: $12,421.00
Current Penalty: $12,421.00
Issuance Date: 07/26/2024
Nr Instances: 3
Nr Exposed: 26
Related Event Code (REC): A
Gravity: 10
Report ID: 1032500
Contest Date: 08/15/2024
Final Order:
Emphasis:
| Type | Latest Event | Event Date | Penalty | Abatement Due Date | Citation Type | Failure to Abate Inspection |
|---|---|---|---|---|---|---|
| Penalty | C: Contested | 08/15/2024 | $12,421.00 | 08/21/2024 | Serious | |
| Penalty | Z: Issued | 07/26/2024 | $12,421.00 | 08/21/2024 | Serious |
Text For Citation: 01 Item/Group: 002 Hazard:
29 CFR 1926.758(c): Rigid frames did not have 50 percent of their bolts or the number of bolts specified by the manufacturer (whichever is greater) installed and tightened on both sides of the web adjacent to each flange before the hoisting equipment is released: a) Frame line 5: On January 31, 2024, and at times prior thereto, ASTM A354 BD bolts and heavy hex nuts were not tightened, including but not limited to those connecting structural steel at splice #1. On the south side of column 5E none of the 12 bolts were fully tightened. b) Frame line 4: On January 31, 2024, and at times prior thereto, ASTM A354 BD bolts and heavy hex nuts were not tightened, including but not limited to those connecting structural steel at splice #1. On the south side of column 4E none of the 12 bolts were tightened. c) Frame line 3: On January 31, 2024, and at times prior thereto, ASTM A354 BD bolts and heavy hex nuts were not tightened, including but not limited to those connecting structural steel at splice #1. On the top of column 3E at least 8 of the 12 bolts were not tightened. NOTE: Certification of corrective action AND supporting documentation as evidence of correction are required for this item.