Building work that does not require a building consent

C/AS2 - Acceptable Solution for Acceptable Solution for ...

C/AS2 Acceptable Solution for Buildings with Sleeping (non institutional) (Risk Group SM) For New Zealand Building Code Clauses C1-C6 Protection from Fire

Earthquake geotechnical engineering practice

Earthquake geotechnical engineering is a highly specialised field. As such the investigations for this need to be developed and carried out by an appropriately qualified and experienced geotechnical engineer or engineering geologist (referred to herein as the geotechnical professional). For the purposes of this document ‘geotechnical

  Geotechnical

E2 External Moisture

For single- and two-storey concrete and concrete masonry construction within specific limitations: E2/AS3. For light steel framed buildings up to 3 storeys, within specific limitations: E2/AS4. E2.3.3 Ground contact or proximity All walls, floors and structural elements in ground contact or proximity, except for buildings where external

  Light, Concrete

Module 6: Earthquake resistant retaining wall design

guidance on earthquake design aspects for retaining . structures that are not well covered in these handbooks or elsewhere. The main objective is to identify situations where seismic design of retaining structures should be considered, to provide the necessary seismic parameters, and to identify key issues relating to seismic design.

  Design, Seismic, Structure, Walls, Module, Resistant, Seismic design, Retaining, Earthquake, Module 6, Retaining structures, Earthquake resistant retaining wall design

Worked Example 4 | Design of a tied-back retaining wall to ...

Design of a tied-back retaining wall to resist earthquake loading . Worked example to accompany MBIE Guidance on the seismic design of retaining structures for residential sites in Greater Christchurch (Version 2) November 2014 . Tied-back retaining walls were used originally as a substitute for braced retaining walls in deep excavations.

  Design, Seismic, Structure, Walls, Loading, Seismic design, Retaining, Earthquake, Sisters, Retaining structures, Retaining wall to resist earthquake loading

Acceptable Solutions and Verification Methods

4.2 Sizing of downpipes 42 4.3 Installation of downpipes 42 5.0 Roof Gutters 42 5.1 Size of roof gutter 42 5.2 Materials44 5.3 Gradients44 5.4 Thermal movement 44 5.5 Overflow outlets 44 Appendix A Rainfall intensities 45 Index 47 Contents Amend 4 Dec 2000 Amend 4 …

  Verification, Solutions, Methods, Acceptable, Roof, Appendix, Sizing, Acceptable solutions and verification methods

Acceptable Solutions and Verification Methods

4.2 Sizing of downpipes 42 4.3 Installation of downpipes 42 5.0 Roof Gutters 42 5.1 Size of roof gutter 42 5.2 Materials44 5.3 Gradients44 5.4 Thermal movement 44 5.5 Overflow outlets 44 E1/AS1 Appendix A Rainfall intensities 45 Acceptable Solution E1/AS2 52 1.0 AS/NZS 3500.3 Stormwater Dec 2000 drainage52 Index 56 Contents Amend 4

  Verification, Solutions, Methods, Acceptable, Roof, Appendix, Sizing, Acceptable solutions and verification methods

Commentary for Acceptable Solutions C/AS1 to C/AS7 ...

December 2013. Contents Acceptable Solutions C/AS1 to C/AS7 Part 1: General 2 ... 4.11 Protected shafts 31 4.13 Floors 32 4.14 Subfloor spaces 32 ... INNOVATION AND EMPLOYMENT – 15 FEBRUARY 2013 I 1 Part 5: Control of external fire spread 34 5.1 General principles 34 5.2 Horizontal fire spread from external walls 36 5.5 Table method for ...

  2013, December, December 2013

Constructing Cavities - Building Performance

Table 23 (’Properties of roof underlays and building wraps‘). Install the wall underlay directly over the framing. Install the cavity battens directly over the wall underlay as described in Cavity battens on page 9. No additional wall underlay is needed between the wall cladding and the cavity battens except in the following situations.

  Building, Constructing, Wrap, Cavities, Building wraps, Constructing cavities

Earthquake geotechnical engineering practice

2 Site and liquefaction considerations 2.1 Site characterisation One of the initial steps in the design of ground improvement is to develop a geotechnical model for the site which fits within the wider regional geology and geomorphology. This starts from review of …

  Practices, Site, Characterisation, Site characterisation

A Guide To Footings & Foundations - All Day Fencing

Pad (mass concrete) Fencing, Decks, Pergolas, Carports, Garden Structures… Strip Footings (reinforced concrete) Retaining Walls, Masonry Fencing, Housing and Small Buildings… Pier & Beam (reinforced concrete) For larger structures, double brick, concrete, design and build to Engineers Details.

  Pergolas, Carports

TECHNICAL DATA SHEET ISSUED BY TIMBER QUEENSLAND …

©TIMBER QUEENSLAND LIMITED TECHNICAL DATA SHEET 19 PERGOLAS AND CARPORTS Revised March 2014 Page 2 TIMBER POSTS Table 1 lists the sizes for timber posts. TABLE 1 - TIMBER POSTS - SUPPORTING PERGOLA OR CARPORT ROOF (MAX. 10 KG/M 2) Roof Area Supported (m2) 5 10 20 Member Size (mm) Maximum Post Height (mm) …

  Pergolas and carports, Pergolas, Carports

Termite Management Systems

structures such as carports, pergolas and fences to the house. Method of attack Attacks on buildings usually originate from a nest below the ground. Termites build mud galleries when they are at risk of being exposed to enable them to travel over piers or walls to attack wood and wood products in buildings. Usually, the

  Pergolas, Carports

Building safely near powerlines - SA.GOV.AU

a slope of less than 45°, parapets wider than 0.1 metre, pergolas and carports. • Horizontal dimension C applies to the same structures as A and B. • Radial dimension D applies in relation to structures such as roofs with a slope of 45° or more and light poles. • Your development must achieve either the appropriate horizontal

  Building, Earn, Powerline, Safely, Pergolas and carports, Pergolas, Carports, Building safely near powerlines

Living and working with electricity transmission lines

Detached garages, carports, sheds, stables, pergolas and unroofed verandahs where no practicable alternative exists, provided: 1. Structures are no greater than 4.3 metres height 2. Nhaon-ebitbal 3. Metallic structures are earthed 4. Floor area no greater than 20m2, where any position is within easement 5.

  Pergolas, Carports