Wall & Roof Frame Inspection - Timber Roof Truss

Title Page

Part 1 - Process & Communication

Trusses/Roof Framing was transported, stored, lifted and handled on the site in a proper manner and an area was provided on the site for their satisfactory storage - as set out in Appendix E of AS 4440 and/or Appendix H of AS 1684.2. (Must be signed off by Supervisor as part of Regulation 74 Checklist)
All trusses are appropriately marked by the fabricator so the fabricator can be identified and the particular truss can be located as part the approved layout plan?
- YES
- NO
Unless the roof framing has been designed otherwise, a label is provided on a truss immediately adjacent to the roof access hole, stating that the trusses have not been designed for additional loads such as attached carport/verandahs, a water heater, air conditioner or household storage; and that truss members must not be cut to fit building services. If the roof framing has been designed for additional loads, the trusses that are to support any additional load must be clearly identified.
- YES
- NO
Adequate 1 business days notice of the completion of all roof framing forming part of the building work (including top and bottom chord restraints, bracing and tie downs) has been provided to Council and the roof has not been concealed for a minimum 2 day period?
- YES
- NO
The required Supervisor's Checklist has been provided in accordance with Regulation 74 of the Development Regulations 2008 and signed by a person who is registered under Regulation 74?
- YES
- NO

Hip end framing: loose timber of jack trusses
Location of special loads: Solar heating, air con, HWS, other
Bottom chord clear of non-loadbearing walls
Internal support/tie down
Truss locations/orientations: Spacing, span
Supplementary timber: Ceiling Trim
Truss tie down requirements - as per approval
Fixing of multi ply truss
Top Chord Bracing - Layout and fixing - steel brace
Steel brace end fixing at apex
Steel brace end fixing at heel to top plate
Steel brace at heel to girder truss
Steel brace at cantilevers
Top Chord Restraint (Spacing and Fixing)
Bottom Chord Restraint, Spacing and Size of Restraint
Girder Truss positions and Girder Boots
Girder Truss Restraint
Overhangs
Truss connection to timber/steel beams
Gable end framing
Truss modifications/defects
Truss site suitability: corrosive environments
Trusses have adequate bearing
Steel roof battens, where used, must be legibly and durably marked with the reference AS 1397, the base steel thickness, the designation of the steel base and coating.