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5.0.1 | Flooring is fixed in accordance with manufacturers recommendations | |
5.0.2 | Floor trusses are positioned as specified in the floor truss layout | |
5.0.3 | Suitable connections between floor trusses and supporting beams fixed with correct number and type of screws | |
| 5.0.4 | Floor joists have end vertical chords attached | |
5.0.5 | Correct number of screws installed at each web to chord, and chord to chord connection | |
5.0.56 | No damage to floor trusses | |
5.0.67 | No modification to floor trusses where services are to be installed - project engineer sign off required where evident | |
5.0.78 | Size, type and location of beams suitable for the load conditions | |
5.0.89 | Suitable connections between secondary beams and supporting beams fixed with correct number and type of screws | |
5.0.910 | Truss to end wall connections fixed with correct number and type of screws | |
| 5.0.1011 | Floor truss bottom chords are restrained at spacings specified in the Certification sheet | |
| 5.0.1112 | Rollover restraints are applied to the ends of floor trusses. This may not be required with integrated and independent floor trusses | |
| 5.0.1213 | Inspect for areas that may be excessively loaded not identified during design, eg. spa baths, heavy plant & equipment, etc. | |
| 5.0.1314 | Floor trusses are properly tied to structure underneath, especially where floor trusses are under bracing, large span roof trusses, girder trusses or beams |
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