Formal annual inspection by competent person per AS 4084:2023 Section 9
Estimated duration: ~2-4 hours per aisle (depending on rack size) • Must be performed by a competent person
Facility and Audit Details
| # | Inspection Item | Method | P / F / NA | Notes |
|---|---|---|---|---|
| 1. Documentation and Signage | ||||
| 1 | Load rating signs displayed at each aisle end | VERIFY | ||
| 2 | Load configuration diagrams current | REVIEW | ||
| 3 | Design certification available | REVIEW | ||
| 4 | Modification records (if any) | REVIEW | ||
| 5 | Floor plan/layout drawing current | VERIFY | ||
| 6 | Safety alert notices displayed | VERIFY | ||
| 2. Upright Frames | ||||
| 7 | Uprights plumb (max 1:500 deviation) | MEASURE | ||
| 8 | Base plate condition and anchor bolt integrity | INSPECT | ||
| 9 | Bracing connections secure | INSPECT | ||
| 10 | Bracing members straight (no bowing) | INSPECT | ||
| 11 | Front-to-back ties/spacers present and secure | INSPECT | ||
| 12 | Surface damage assessment per damage classification table | INSPECT | ||
| 13 | Corrosion assessment | INSPECT | ||
| 14 | Footing slab condition around base plates | INSPECT | ||
| 3. Beams and Connectors | ||||
| 15 | Beam deflection within limits (max L/200 under load) | MEASURE | ||
| 16 | Beam connector engagement (safety clips present) | INSPECT | ||
| 17 | Beam surface damage or dents | INSPECT | ||
| 18 | Beam connector condition (no cracks or deformation) | INSPECT | ||
| 19 | Load distribution even across beam pair | INSPECT | ||
| 20 | Mixed beam sizes identified and flagged | VERIFY | ||
| 21 | Welded vs clip-in connector condition | INSPECT | ||
| 4. Damage Classification | ||||
| 22 | GREEN - no action required (damage within manufacturer tolerance) | INSPECT | ||
| 23 | AMBER - remedial action needed within 4 weeks (monitor and report) | INSPECT | ||
| 24 | RED - immediate unloading required (cordon off bay) | INSPECT | ||
| 25 | Damaged components tagged and recorded on register | VERIFY | ||
| 26 | Previous AMBER items reviewed for deterioration | REVIEW | ||
| 5. Floor and Environment | ||||
| 27 | Floor flatness adequate for forklift stability | INSPECT | ||
| 28 | Floor joints not causing rack settlement | INSPECT | ||
| 29 | Adequate clearance around rack perimeter | MEASURE | ||
| 30 | Lighting sufficient for inspections and operations | INSPECT | ||
| 31 | Roof leak or water damage affecting rack components | INSPECT | ||
| 6. Operational Compliance | ||||
| 32 | Pallets in good condition (no broken boards in rack) | INSPECT | ||
| 33 | Loads not overhanging beam faces | INSPECT | ||
| 34 | No side-loading of selective rack | VERIFY | ||
| 35 | Rack protection (column guards, end-of-aisle barriers) in place | INSPECT | ||
| 36 | Forklift damage reporting procedure in place | REVIEW | ||
| 7. Seismic Requirements (if applicable) | ||||
| 37 | Seismic bracing installed per design | INSPECT | ||
| 38 | Connections to building structure verified | VERIFY | ||
| 39 | Base fixings adequate for seismic zone | INSPECT | ||
| 40 | Post-earthquake inspection procedure available | REVIEW | ||
Damage Register
| Bay Ref | Level | Component | Damage Description | Class (G/A/R) | Action Required | Target Date | Completed |
|---|---|---|---|---|---|---|---|
Audit Summary
Auditor Recommendations and Notes
Next Audit Due
Auditor
Warehouse Manager