Health and Safety at Work (Hazardous Substances—Above Ground Rotationally-Moulded Polyethylene Stationary Tanks) Safe Work Instrument 2017
Other citing documents: WorkSafe New Zealand
Section:
8(1)Context:
A relevant PCBU must ensure that the following primary load cases are applied to an FEA model:... ...(c) wind loads (external installations only), Wu, derived from AS/NZS 1170.2...Section:
InterpretationContext:
AS/NZS 1170.2 means the Australian/New Zealand standard AS/NZS 1170.2:2011 Structural design actions – Part 2: Wind actionsSection:
14(3)Context:
A relevant PCBU must ensure that the materials comply with paragraph 6.1 of AS/NZS 4766 and the following requirements:...Section:
20(1)Context:
A relevant PCBU must ensure that a tank is permanently and legibly marked with the following information by moulding the information into the outside surface of the tank:... ...(b) the information specified in clause 14 of AS/NZS 4766:...Section:
6Context:
Duties in respect of tank: (1) A relevant PCBU must ensure that a tank is designed, constructed, marked, and tested in accordance with AS/NZS 4766 and the provisions of this safe work instrument. (2) A PCBU with management or control of a tank must ensure that the tank is installed in accordance with AS/NZS 4766 and the provisions of this safe work instrument. (3) The provisions of AS/NZS 4766 are subject to the provisions of this safe work instrument.Section:
InterpretationContext:
AS/NZS 4766 means the Australian/New Zealand standard AS/NZS 4766:2006 Polyethylene storage tanks for water and chemicalsSection:
14(3)Context:
A relevant PCBU must ensure that the materials comply with paragraph 6.1 of AS/NZS 4766 and the following requirements:...Section:
20(1)Context:
A relevant PCBU must ensure that a tank is permanently and legibly marked with the following information by moulding the information into the outside surface of the tank:... ...(b) the information specified in clause 14 of AS/NZS 4766:...Section:
6Context:
Duties in respect of tank: (1) A relevant PCBU must ensure that a tank is designed, constructed, marked, and tested in accordance with AS/NZS 4766 and the provisions of this safe work instrument. (2) A PCBU with management or control of a tank must ensure that the tank is installed in accordance with AS/NZS 4766 and the provisions of this safe work instrument. (3) The provisions of AS/NZS 4766 are subject to the provisions of this safe work instrument.Section:
InterpretationContext:
AS/NZS 4766 means the Australian/New Zealand standard AS/NZS 4766:2006 Polyethylene storage tanks for water and chemicalsSection:
21Context:
A relevant PCBU must operate a quality management system that complies with AS/NZS ISO 9001.Section:
InterpretationContext:
AS/NZS ISO 9001 means the Australian/New Zealand standard AS/NZS ISO 9001:2008 Quality management systems – RequirementsSection:
21Context:
A relevant PCBU must operate a quality management system that complies with AS/NZS ISO 9001.Section:
InterpretationContext:
AS/NZS ISO 9001 means the Australian/New Zealand standard AS/NZS ISO 9001:2008 Quality management systems – RequirementsSection:
8(1)Context:
A relevant PCBU must ensure that the following primary load cases are applied to an FEA model:... ...(d) earthquake loads, Eu, derived from NZS 1170.5:...Section:
InterpretationContext:
NZS 1170.5 means the New Zealand standard NZS 1170.5:2004 Structural design actions - Part 5: Earthquake actions - New ZealandSection:
7(6)(a)Context:
A relevant PCBU must ensure that a tank is designed either—(a) to be supported by a reinforced concrete foundation slab designed in accordance with NZS 3101; or...Section:
InterpretationContext:
NZS 3101 means the New Zealand standard NZS 3101:Part 1:2006 Concrete structures standard and NZS 3101:Part 2:2006 Concrete structures standard (sic)Section:
10(1)Context:
A relevant PCBU must ensure that the stability of a tank against overturning and sliding caused by transient wind or earthquake loads is addressed in accordance with section 7.2.1 of AS/NZS1170.0, using a suitable method.Section:
7(8)Context:
A relevant PCBU must ensure that a tank that is designed to carry loads on its roof incorporates additional loads as prescribed by AS/NZS 1170.1 with additional load combinations as prescribed by AS/NZS 1170.0.Section:
9(1)Context:
A relevant PCBU must ensure that, as specified in AS/NZS 1170.0, the ultimate limit state design load case combinations to be examined must include (without limitation)...Section:
InterpretationContext:
AS/NZS 1170.0 means the Australian/New Zealand standard AS/NZS 1170.0:2002 Structural design actions – Part 0: General principlesSection:
10(1)Context:
A relevant PCBU must ensure that the stability of a tank against overturning and sliding caused by transient wind or earthquake loads is addressed in accordance with section 7.2.1 of AS/NZS1170.0, using a suitable method.Section:
7(8)Context:
A relevant PCBU must ensure that a tank that is designed to carry loads on its roof incorporates additional loads as prescribed by AS/NZS 1170.1 with additional load combinations as prescribed by AS/NZS 1170.0.Section:
9(1)Context:
A relevant PCBU must ensure that, as specified in AS/NZS 1170.0, the ultimate limit state design load case combinations to be examined must include (without limitation)...Section:
InterpretationContext:
AS/NZS 1170.0 means the Australian/New Zealand standard AS/NZS 1170.0:2002 Structural design actions – Part 0: General principlesSection:
25(2)Context:
If there is a risk of impact, the PCBU must ensure that a tank is protected by a protection barrier designed, and certified as designed, in accordance with AS/NZS 1170.1.Section:
7(8)Context:
A relevant PCBU must ensure that a tank that is designed to carry loads on its roof incorporates additional loads as prescribed by AS/NZS 1170.1 with additional load combinations as prescribed by AS/NZS 1170.0.Section:
InterpretationContext:
AS/NZS 1170.1 means the Australian/New Zealand standard AS/NZS 1170.1:2002 Structural design actions – Part 1: Permanent, imposed and other actionsSection:
25(2)Context:
If there is a risk of impact, the PCBU must ensure that a tank is protected by a protection barrier designed, and certified as designed, in accordance with AS/NZS 1170.1.Section:
7(8)Context:
A relevant PCBU must ensure that a tank that is designed to carry loads on its roof incorporates additional loads as prescribed by AS/NZS 1170.1 with additional load combinations as prescribed by AS/NZS 1170.0.Section:
InterpretationContext:
AS/NZS 1170.1 means the Australian/New Zealand standard AS/NZS 1170.1:2002 Structural design actions – Part 1: Permanent, imposed and other actionsSection:
17(3)Context:
The PCBU must ensure that the dimensions of rotationally moulded pipe specimens conform with AS/NZS 1462.6, with any measurement readings taken at the centreline of the specimen.Section:
InterpretationContext:
AS/NZS 1462.6 means the Australian/New Zealand standard AS/NZS 1462.6:2008 Methods of test for plastics pipes and fittings - Method 6: Thermoplastics pipes, fittings and assemblies for the transport of fluids under pressure - Resistance to internal pressureSection:
17(3)Context:
The PCBU must ensure that the dimensions of rotationally moulded pipe specimens conform with AS/NZS 1462.6, with any measurement readings taken at the centreline of the specimen.Section:
InterpretationContext:
AS/NZS 1462.6 means the Australian/New Zealand standard AS/NZS 1462.6:2008 Methods of test for plastics pipes and fittings - Method 6: Thermoplastics pipes, fittings and assemblies for the transport of fluids under pressure - Resistance to internal pressureSection:
7(6)(a)Context:
A relevant PCBU must ensure that a tank is designed either—(a) to be supported by a reinforced concrete foundation slab designed in accordance with NZS 3101; or...Section:
InterpretationContext:
NZS 3101 means the New Zealand standard NZS 3101:Part 1:2006 Concrete structures standard and NZS 3101:Part 2:2006 Concrete structures standard (sic)