NZS 4219:2009 Seismic performance of engineering systems in buildings

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1 Skip to main content Skip to primary navigation Home Home About this portal Latest updates Menu Print Save Resource detail Citations NZS 4219:2009 Seismic performance of engineering systems in buildings Table of Contents View on Information Provider website {{ linktext }} Abbreviation NZS 4219:2009 Valid from 29/04/2009 Replaces Information provider Standards New Zealand Author Standards New Zealand Information type New Zealand Standard Format PDF Cited By This resource is cited by 15 documents (show Citations) Cites This resource cites 13 documents (show Citations) Description This Standard sets out the criteria for the seismic performance of engineering systems related to a buildings function.

2 Scope This Standard covers the design, construction, and installation of seismic restraints for these engineering systems. Verification of the supporting structure for gravity and seismic actions is outside the scope of this Standard. For engineering systems which enter or exit the building through foundations into the surrounding ground, only those items within one metre outside the footprint of the building are included. The provisions of the Standard may be used for services in new or existing buildings, and for the purpose of retrofitting engineering systems into existing buildings. For assistance with locating previous versions, please contact the information provider. Table of Contents View on Information Provider website {{ linktext }} For assistance with locating previous versions, please contact the information provider. This resource is cited by: NZS 4219:2009 Seismic performance of engineering systems in buildings This document is CITED BY: G10/AS1 (First Edition, Amendment 8) NZS 4219:2009 is cited by Acceptable Solution G10/AS1: Piped Services from 30/09/2010 G10/AS1 (First Edition, Amendment 7) NZS 4219:2009 is cited by Acceptable Solution G10/AS1: Piped Services from 30/09/2010 B1/VM1 (First edition, amendment 15) B1/VM1 (First edition, Amendment 14) B1/VM1 (First edition, Amendment 13) B1/VM1 (First Edition, Amendment 17)

3 B1/VM1 (First Edition, Amendment 12.) B1/VM1 (First edition, Amendment 16 ) B1/VM1 (First Edition, Amendment 11) G14/VM1 (Second Edition, Amendment 6) NZS 4219:2009 is cited by Verification Method G14/VM1: Industrial Liquid Waste from 14/02/2014 G14/VM1 (Second Edition, Amendment 5) NZS 4219:2009 is cited by Verification Method G14/VM1: Industrial Liquid Waste from 14/02/2014 AS/NZS :2010 NZS 4219:2009 is cited by AS/NZS :2010 Gas installations - Part 1: General installations AS/NZS :2013 NZS 4219:2009 is cited by AS/NZS :2013 Gas installations - General installations NZS 4515:2009 NZS 4219:2009 is cited by NZS 4515:2009 Fire sprinkler systems for life safety in sleeping occupancies (up to 2000 square metres) NZS 4541:2007 NZS 4219:2009 is cited by NZS 4541:2007 Automatic fire sprinkler systems Back NZS 4219:2009 Seismic performance of engineering systems in buildings Show what documents this resource is CITED BY Show what documents this resource CITES Description

4 This Standard sets out the criteria for the seismic performance of engineering systems related to a buildings function. View on Information Provider website NZS 4219:2009 Seismic performance of engineering systems in buildings Description This Standard sets out the criteria for the seismic performance of engineering systems related to a buildings function. View on Information Provider website This resource cites: NZS 4219:2009 Seismic performance of engineering systems in buildings This document CITES: New Zealand Standards AS/NZS :2002 NZS 4219:2009 cites AS/NZS :2002 Structural Design Actions - General principles AS/NZS :1996 NZS 4219:2009 cites AS/NZS :1996 Structural steel - Part 1: Hot-rolled bars and sections NZS :2004 NZS 4219:2009 cites NZS :2004 Structural Design Actions - Part 5: Earthquake design actions - New Zealand NZS 3501:1976 NZS 4219:2009 cites NZS 3501:1976 Specification for copper tubes for water, gas, and sanitation NZS 4541:2007 NZS 4219:2009 cites NZS 4541:2007 Automatic fire sprinkler systems Australian Standards AS :2000

5 NZS 4219:2009 cites AS :2000 ISO metric hexagon bolts and screws - Product grade C - Bolts AS :2000 NZS 4219:2009 cites AS :2000 ISO metric hexagon nuts AS 1163:1991 NZS 4219:2009 cites AS 1163:1991 Structural steel hollow sections Other 2002 No 17 NZS 4219:2009 cites Chartered Professional Engineers of New Zealand Act / 355.2R-01 NZS 4219:2009 cites ACI / 355.2R-01: Evaluating the Performance of Post Installed Mechanical Anchors in Concrete and Commentary BS 1387:1985 NZS 4219:2009 cites BS 1387:1985 Specification for screwed and socketed steel tubes and tubulars and for plain end steel tubes suitable for welding or for screwing to BS 21 pipe threads BS EN ISO :2004 NZS 4219:2009 cites BS EN ISO :2004 Metallic materials. Verification of static uniaxial testing machines. Tension/compression testing machines. Verification and calibration of the force-measuring system Practical Guide to Seismic Restraint 1999 NZS 4219:2009 cites Practical Guide to Seismic Restraint 1999 Back Close Table of Contents 1 Scope And Interpretation 1.1 Scope 1.2 Interpretation

6 1.3 Compliance With New Zealand Building Code 1.4 Definitions 1.5 Notation 2 General Requirements 2.1 Objectives 2.2 Criteria 2.3 General Requirements For Engineering Systems Subject To Earthquake Actions 2.4 Proprietary Components 3 Non-Specific Design Of Restraint Systems 3.1 General 3.2 Design Procedure 3.3 Classification 3.4 Earthquake Load Demand 3.5 Relative Seismic Displacement 3.6 Linear Components 3.7 Floor-Mounted Components 3.8 Suspended Components 3.9 Miscellaneous Components 3.10 Fixings

7 3.11 Braces 4 Specific Design Of Restraint Systems 4.1 General 4.2 Earthquake Actions 4.3 Design 4.4 Fixings 4.5 Testing 5 Specific Requirements 5.1 Application 5.2 Interaction Between Components 5.3 Brittle Components 5.4 Plinths 5.5 Vibration Isolated And Resilient Mountings 5.6 Tanks And Vessels 5.7 Flues And Stacks 5.8 Piping Systems 5.9 Ducting 5.10 Hazardous Substances 5.11 Non-Essential Electrical Service 5.12 Emergency Electrical Systems

8 5.13 Suspended Ceilings, Equipment Suppored By The Ceiling, And Equipment In Ceiling Voids 5.14 Luminaires 5.15 Independently Suspended Ceiling Components 5.16 Communication, Data, And Control Systems Appendices Appendix A Building Importance Levels Appendix B Component Classifications Appendix C Performance Factors Appendix D Example Calculations D1 List Of Examples D2 Boiler D3 Ventilation Duct D4 Pressure Tank D5 Fire Hydrant Pipe D6 Thin-Walled Water Tank On Top Of A Multi-Storey Office Building D7 Thin-Walled Water Tank On Top Of A Multi-Storey Healthcare Building D8 Pipe Loop Crossing A Seismic Break D9 Ceiling Suspended 35 Kg Air Conditioner (Mounted 400 Mm Below Concrete Slab) D10 Ceiling Suspended 350 Kg Air Conditioner (Mountented 1000 Mm Below Concrete Slab) D11 Oil Supply Daily Service Tank In Top Floor Plant Room

9 D12 Oil Supply Daily Service Tank In Top Floor D13 Plinth D14 Electrical Cabinet D15 Ventilating Fan On Multi-Storey Building With Roof Parapet D16 Ventilating Fan On Multi-Storey Building Without A Roof Parapet Figure 1 Illustration Of Terms 2 Zone Factor, Z 3 Restraint Of Linear Components 4 Forces On Linear Components 5 Forces On Floor-Mounted Components 6 Forces On Tall Braced Components 7 Forces On Floor-Mounted Components Using Type 1 Mounts Without Snubbers 8 Forces On Floor-Mounted Components Using Type 2 Mounts With Snubbers 9 Anchor Bolt Force Calculation Of Independent Fixings Such As Used Forvibration-Isolated Components 10 Forces On Suspended Components 11 Design Strengths Of Bolts Cast In Concrete 12 Typical Detail Of Bolt Cast Into Concrete Masonry 13 Bolted And Welded Brace Fixings

10 14 Fully Welded Base Plate Fixing 15 Typical Plinth Details 16 Pipework Restraints 17 Examples Of Pipework Restraint D1 Boiler Example And Force Diagram D2 Side Elevation Of Ventilation Duct Example D3 Final Layout Of The Duct And Supports D4 Pressure Tank Example And Force Diagram D5 Alternative Solution For Pressure Tank Bracing D6 Thin Walled Water Tank Force Diagram D7 Final Layout Of Thin-Walled Tanks And Supports D8 Pipe Loop Crossing Seismic Break D9 Examples Of Flexible Couplings D10 Air Conditioner Suspended Below A Concrete Slab D11 Bracing Layout For Air Conditioner Suspended 400 Mm Below Concrete Slab D12 Air Conditioner (Suspended 400 Mm) Force Diagram D13 Force Diagram For Air Conditioner (Suspended 400 Mm) Anchor Size D14 Bracing Layout For Air Conditioner Suspended 1000 Mm Below Concrete Slab

11 D15 Air Conditioner (Suspended 1000 Mm) Force Diagram D16 Force Diagram For Air Conditioner (Suspended 1000 Mm) Anchor Size D17 Oil Supply Tank Bracing Layout D18 Oil Supply Tank (Plant Room) Force Diagram D19 Oil Supply Tank (Not Located In Plant Room) Force Diagram D20 Plinth Layout And Force Diagram D21 Electrical Cabinet Example And Force Diagram D22 Ventilating Fan Layout Table 1 Classification Of Importance Level 2 Determination Of Category 3 Zone Factors For New Zealand Locations (North To South) 4 Performance Factors 5 Determination Of Component Risk Factor 6 Spacing Of Transverse Pipe Restraints 7 Spacing Of Longitudinal Pipe Restraints 8 Woodscrew Design Strengths 9 Coach Screw Design Strengths

12 10 Capacities Of Bolts In Shear 11 Design Strength Of Bolts Embedded In Concrete Masonry 12 Specification For Brace And Fastener Materials 13 Capacity Of Braces In Tension 14 Capacity Of Braces In Compression 15 Clearances 16 Reinforcement Requirements For Plinths Print Save Feedback Contact us Privacy policy Disclaimer Copyright Feedback