Source: https://codehub.building.govt.nz/home/resources/nzs-36041999/
Timestamp: 2019-09-16 12:44:32
Document Index: 182864394

Matched Legal Cases: ['art 1', 'art 1', 'art 3', 'art 1', 'art 2', 'ARTS 1', 'art 1']

NZS 3604:1999 Timber framed buildings | Building CodeHub
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Amendments 1 and 2 (Simple House Acceptable Solution only)
NZS 3604:1990 ,
This resource cites 41 documents (show Citations)
This Standard provides suitable methods and details for the design and construction of timber framed buildings up to three storeys high. This standard is intended to apply to domestic dwellings, most residential and some commercial and other buildings, without the need for specific engineering design. Cited in Ministry's Simple House Acceptable Solution.
(iv) The ground floor shall be either concrete slab-on-ground or a suspended timber or concrete floor to the provisions of N
(j) The slope of any roof plane shall not be steeper than 60o to the horizontal.
(k) For the purpose of forming a mansard roof only, a wall of an uppermost storey may slope by up to 20o.
(m) The building wind zone determined from 5.2.1 and table 5.1 shall be low, medium, high or very high (i.e. L, M, H or VH). SED in table 5.1 indicates specific engineering design is required, which is outside the scope of NZS 3604.
(n) The plan floor area shall:
(o) Buildings with wings or blocks shall be designed as if the wing or block was a separate building;
(p) Concrete slab-on-ground floors in accordance with 7.5 may be used for vehicle garages for vehicles up to 2500 kg tare.
NZS 3604:1999 is cited by Acceptable Solution B1/AS1: General from 19/05/2011
NZS 3604:1999 is cited by Acceptable Solution B1/AS2: Timber Barriers from 01/04/2007
NZS 3604:1999 is cited by Acceptable Solution B1/AS3: Small Chimneys from 01/04/2007
NZS 3604:1999 is cited by Acceptable Solution B2/AS1: Durability from 01/12/2000
NZS 3604:1999 is cited by Acceptable Solution E1/AS1: Surface Water from 01/12/2000
NZS 3604:1999 is cited by Acceptable Solution E2/AS1: External Moisture from 28/02/1998
NZS 3604:1999 is cited by Acceptable Solution E2/AS2: Earth buildings from 01/07/2004
NZS 3604:1999 is cited by Acceptable Solution G12/AS2: Solar Water Heaters from 01/12/2007
NZS 3604:1999 is cited by Acceptable Solution G13/AS2: Drainage from 01/07/2001
NZS 3604:1999 is cited by SH/AS1 Simple House Acceptable Solution
NZS 3604:1999 is cited by Verification Method E2/VM1: External Moisture from 01/07/1992
NZS 3604:1999 is cited by AS/NZS 2699.1:2000 Built-in components for masonry construction - Wall ties
NZS 3604:1999 is cited by AS/NZS 2699.2:2000 Built-in components for masonry construction - Connectors and accessories
NZS 3604:1999 is cited by AS/NZS 2699.3:2002 Built-in components for masonry construction - Lintels and shelf angles (durability requirements)
NZS 3604:1999 is cited by BU411 Recommended timber cladding profiles
NZS 3604:1999 is cited by Hut procurement manual for backcountry huts
NZS 3604:1999 is cited by NASH Standard - Residential and Low-Rise Steel Framing Part 1 2010 Design Criteria
NZS 3604:1999 is cited by NZS 3602:2003 Timber and wood-based products for use in building
NZS 3604:1999 is cited by NZS 3605:2001 Timber piles and poles for use in building
NZS 3604:1999 is cited by NZS 4210:2001 Code of practice for masonry construction: materials and workmanship
NZS 3604:1999 is cited by NZS 4211:2008 Specification for performance of windows
NZS 3604:1999 is cited by NZS 4223.4:2008 Code of practice for glazing in buildings - Wind, dead, snow, and live actions
NZS 3604:1999 is cited by NZS 4230:2004 Design of reinforced concrete masonry structures
NZS 3604:1999 is cited by NZS 4251.1:2007 Solid plastering - Cement plaster for walls, ceilings and soffits
NZS 3604:1999 is cited by NZS 4298:1998 Materials and workmanship for earth buildings
NZS 3604:1999 is cited by NZS 4299:1998 Earth buildings not requiring specific design
NZS 3604:1999 is cited by NZS 5261: 2003 Gas installation
NZS 3604:1999 is cited by SNZ HB 4236:2002 Masonry veneer wall cladding
NZS 3604:1999 is cited by SNZ HB 8630:2004 Tracks and outdoor visitor structures
NZS 3604:1999 cites AS/NZS 1328.1:1998 Glued laminated structural timber - Performance requirements and minimum production requirements
NZS 3604:1999 cites AS/NZS 1328.2:1998 Glued laminated structural timber - Guidelines for AS/NZS 1328: Part 1 for the selection, production and installation of glued laminated structural timber
NZS 3604:1999 cites AS/NZS 2269:1994 Plywood - Structural
NZS 3604:1999 cites AS/NZS 2699.1:2000 Built-in components for masonry construction - Wall ties
NZS 3604:1999 cites AS/NZS 2699.2:2000 Built-in components for masonry construction - Connectors and accessories
NZS 3604:1999 cites AS/NZS 2699.3:2000 Built-in components for masonry construction - Part 3: Lintels and shelf angles (durability requirements)
NZS 3604:1999 cites AS/NZS 2908.1:2000 Cellulose-cement products - Part 1: Corrugated sheets
NZS 3604:1999 cites AS/NZS 2908.2:2000 Cellulose-cement products - Part 2: Flat sheets
NZS 3604:1999 cites AS/NZS 4534:1998 Zinc and zinc/aluminium-alloy coatings on steel wire
NZS 3604:1999 cites AS/NZS 4680:1999 Hot-dip galvanized (zinc) coatings on fabricated ferrous articles
NZS 3604:1999 cites NZS 2295:1988 Building papers (breather type)
NZS 3604:1999 cites NZS 3101 PARTS 1 AND 2:1995 Concrete structures standard - The design of concrete structures
NZS 3604:1999 cites NZS 3109:1997 Concrete construction
NZS 3604:1999 cites NZS 3124:1987 Specification for concrete construction for minor works
NZS 3604:1999 cites NZS 3403:1978 Specification for hot-dip galvanized corrugated steel sheet for building purposes
NZS 3604:1999 cites NZS 3601:1973 Metric dimensions for timber
NZS 3604:1999 cites NZS 3602:2003 Timber and wood-based products for use in building
NZS 3604:1999 cites NZS 3603:1993 Timber structures standard
NZS 3604:1999 cites NZS 3605:1992 Specification for timber piles and poles for use in building
NZS 3604:1999 cites NZS 3611:1970 Specification for exterior plywood
NZS 3604:1999 cites NZS 3631:1988 New Zealand timber grading rules
NZS 3604:1999 cites NZS 3640:2003 Chemical preservation of round and sawn timber
NZS 3604:1999 cites NZS 4206:1992 Concrete interlocking roofing tiles
NZS 3604:1999 cites NZS 4210:1989 Code of practice for masonry construction: materials and workmanship
NZS 3604:1999 cites NZS 4217:1980 Pressed metal tile roofs - Specification for roofing tiles and their accessories
NZS 3604:1999 cites NZS 4229:1999 Concrete masonry buildings not requiring specific engineering design
NZS 3604:1999 cites NZS 4251.1:1998 Solid plastering - Part 1: Cement plasters for walls, ceilings and soffits
NZS 3604:1999 cites NZS 4402.2.2:1986 Methods of testing soils for civil engineering purposes - Soil classification tests - Determination of the liquid limit
NZS 3604:1999 cites NZS 4402.2.6:1986 Methods of testing soils for civil engineering purposes - Soil classification tests - Test 2.6 Determination of the linear shrinkage
NZS 3604:1999 cites NZS 4402.6.5.2:1988 Methods of testing soils for civil engineering purposes - Soil strength tests - Determination of the penetration resistance of a soil - Test 6.5.2 Hand method using a dynamic cone penetrometer
NZS 3604:1999 cites NZS 4408:1988 Specification for asphalt roofing shingles made from glass felt and surfaced with mineral granules
NZS 3604:1999 cites NZS 4431:1989 Code of practice for earth fill for residential development
NZS 3604:1999 cites NZS 7703:1985 The painting of buildings
NZS 3604:1999 cites AS 2049-1992 Roof tiles
NZS 3604:1999 cites AS 2050-1989 Fixing of roofing tiles
NZS 3604:1999 cites AS 3566:1988 Screws - Self-drilling - For the building and construction industries
NZS 3604:1999 cites ASTM E96-1995 Standard Test Methods for Water Vapor Transmission of Materials
NZS 3604:1999 cites Structural joints - strength and stiffness evaluation, EM1 (1999)
NZS 3604:1999 cites BS 6925:1988 Specification for mastic asphalt for building and civil engineering (limestone aggregate)
NZS 3604:1999 cites BS EN 1172:1997 Copper and copper alloys. Sheet and strip for building purposes
NZS 3604:1999 cites A wall bracing test and evaluation procedure, P21 (2010)
1.1 – Classification Of Buildings
1.2 – Basic Live Loads For Floors And Stairs
1.1 – Flow Chart For Limitations And Scope Of Nzs 3604
1.2 – Buildings Covered By This Standard
1.3 – Definitions Of Spans And Loaded Dimensions
2.3 Timber And Wood-Based Products
2.1 – Timber Framing Tolerances
2.1 – Protection Of Subfloor Framing Timber From Direct Contact With Concrete
2.2 – Wire Dog
4.2 Classification Of Exposure Zones
4.3 Timber And Wood-Based Products
4.5 Brick Veneer Ties And Lintels
4.6 Reinforcing And Fixings In Stucco
4.7 Underlay Or Sheathing
4.9 Sealant Usage And Durability
4.10 Flashings
4.1 – Protection Required For Steel Fixings And Fastenings Excluding Nails
4.2 – Galvanizing Of Steel Components Other Than Nails And Screws
4.3 – Steel Items Such As Nails And Screws Used For Framing And Cladding
4.4 – Protection For Brick Ties And Lintels Supporting Brick Veneer Using As/Nzs 2699
4.5 Material Compatibility Chart: What Works With What
4.1 – Corrosion Zone Map
4.2 – “Sheltered” And “Exposed”
5. Bracing Design
5.4 Subfloor Bracing Design
5.5 Wall Bracing Design
5.1 – Determination Of Building Wind Zone
5.2 – Procedure For Determination Of Wind Zones
5.3 – Determination Of Topographic Class, T1 – T5
5.4 – Topographic Class
5.5 – Bracing Demand For Wind – Foundation Structures
5.6 – Bracing Demand For Wind – Walls Above Subfloor Structure For Single Storey Or Upper Storey
5.7 – Bracing Demand For Wind – Walls Above Subfloor Structure For Lower Of 2 Storeys
5.8 – Bracing Demand For Earthquake For Various Combinations Of Claddings For Single Storey Buildings On Subfloor Framing And/Or Foundation Walls
5.9 – Bracing Demand For Earthquake For Various Combinations Of Claddings For 2 Storey Buildings On Subfloor Framing And/Or Foundation Walls
5.10 – Bracing Demand For Earthquake For Various Combinations Of Claddings For 1 And 2 Storey Buildings On Concrete Slab-On-Ground
5.11 – Bracing Capacity Ratings Of Subfloor Bracing Elements
5.1 – Wind Regions And Lee Zones
5.2 – Topographic Zone
5.3 – Direction Of Wind And Braced Walls
5.4 – Earthquake Zones
5.5 – Distribution Of Bracing Lines
6. Foundation And Subfloor Framing
6.1 – Pile Footings
6.2 – Spacing Of Driven Round Timber Piles
6.3 – Subfloor Jack Studs
6.4 – Cross Section Dimensions Of Foundation Wall Footings Not Supporting Masonry Veneer
6.5 – Minimum Lap Or Anchorage Lengths For Reinforcing Bars
6.6 – Bearers
6.7 – Stringer Sizes And Fixings
6.8 – Nailing Schedule For Hand Driven And Power Driven Nails
6.1 – Support Of Loadbearing Wall
6.2 – Ordinary Piles
6.3 – Fixing Of Bearers And Jack Studs To Ordinary Piles
6.4 – Driven Timber Piles
6.5 – Cantilever Piles
6.6 – Braced Pile System – Brace Connected To Pile
6.7 – Braced Pile System – Brace Connected To Bearer
6.8 – Braced Pile System – Brace Connected To Joist
6.9 – Anchor Pile Directly Connected To Joist And Bearer
6.10 – Anchor Pile Directly Connected To Bearer Only
6.11 – Foundation Walls
6.12 – Foundation Walls – Openings And Steps
6.13 – Cantilevered Foundation Walls
6.14 – Reinforced Concrete Masonry Foundation Walls (Not Cantilevered) Supporting Masonry Veneer
6.15 – Reinforced Masonry And Reinforced Concrete Masonry Foundation Walls (Not Cantilevered)
6.16 – Fixing Of Wall Plates To Foundation Walls
6.17 – Fixing Of Bearers Perpendicular To Foundation Walls
6.18 – Fixing Of Bearers In Line With Foundation Walls
6.19 – Joints In Bearers
6.20 – Fixing Of Stringers To Foundation Walls
6.21 – Clearance Between Cladding And Adjacent Ground
7.1 – Floor Joists
7.2 – Cantilevered Floor Joists
7.3 – Flooring
7.4 – Structural Plywood Flooring
7.5 – Nailing Schedule For Hand Driven And Power Driven Nails
7.1 – Lapped Or Butted Joints In Floor Joists
7.2 – Floor Joists Layout Criteria
7.3 – Support To Floor Joists Under Loadbearing Walls
7.4 – Loadbearing Wall Over Foundation
7.5 – Support To Non-Loadbearing Walls
7.6 – Lapped Cantilevered Joists (Stepped/Notched)
7.7 – Openings In Floors
7.8 – Holes And Notches In Floor Joists Other Than Cantilevered Joists
7.9 – Floor Diaphragms
7.10 – Minimum Heights Of Finished Concrete (Residential, Habitable) Slab-On-Ground Floors Above Adjoining Finished Ground Level
7.11 – Provision Of Permanent Paving Adjoining Buildings With Concrete Slab-On-Ground Floors
7.12 – Foundation Edge Details – In Situ Concrete
7.13 – Foundation Edge Details – Concrete Masonry
7.14 – Masonry Veneer Foundation Edge Details – In Situ Concrete
7.15 – Masonry Veneer Foundation Edge Details – Concrete Masonry
7.16 – Construction Of Ground Slabs
7.17 – Irregular Slab (Plan View)
7.18 – Shrinkage Control Joints
7.19 – Ground Slabs Beneath Internal Loadbearing Walls
8.4 Wall Framing – General Requirements
8.6 Lintels And Sill And Head Trimmers
8.1 – Ratings Of 2.4 M High Reinforced Concrete Or Reinforced Concrete Masonry Wall Bracing Elements
8.2 – Studs In Loadbearing Walls
8.3 – No. 2 Framing In Internal Non-Loadbearing Walls
8.4 – Studs In Non-Loadbearing Walls
8.5 – Trimming Studs
8.6 – Stud Spacing Adjustment Factor For Tall Studs Of Smaller Cross Section In Raking Walls
8.7 – Span Multipliers For Roofs Steeper Than 45°
8.8 – Reference Table For Lintel Load Cases
8.9 – Lintels Supporting Roof Only
8.10 – Lintels Supporting Roof And Wall
8.11 – Lintels Supporting Roof, Wall And Floor
8.12 – Lintels Supporting Wall And Floor
8.13 – Lintels Supporting Floor Only
8.14 – Lintel Fixing
8.15 – Sill And Head Trimmers
8.16 – Top Plates Of Loadbearing Walls
8.17 – Bottom Plates Of Loadbearing Walls
8.18 – Fixing Of Top Plate Of Wall To Supporting Members Such As Studs And Lintels At 600 Mm Centres
8.19 – Nailing Schedule For Hand Driven And Power Driven Nails
8.1 – Dragon Ties
8.2 – Framing Gable End Walls To Resist Wind Loads (Skillion Roofs)
8.3 – Location Of Wall Framing For The Purposes Of Tables 8.2
8.4 – Checking And Boring Studs
8.5 – Trimming Studs And Lintels
8.6 – Straightening Studs
8.7 – Lintel Supporting Roof Only
8.8 – Lintel Supporting Roof And Wall
8.9 – Lintel Supporting Roof, Floor Joists And Walls
8.10 – Lintel Supporting Wall And Floor (Truss Parallel To Lintel)
8.11 – Lintel Supporting Floor Only
8.12 – Fixing Of Lintels To Prevent Uplift
8.13 – Strengthening Top Plate
8.14 – Connecting Top Plates – Walls Not Containing Bracing
8.15 – Connecting Top Plates In Line – Walls Containing Bracing
8.16 – Connecting Top Plates To External Walls At Right Angles – Walls Containing Bracing
8.17 – Connecting Members Providing Lateral Support To Top Plates
8.18 – Strengthening Top Plate For Low Density Ceilings (Against Horizontal Forces)
8.19 – Checking And Boring Top Plates
8.20 – Cut Top Plate
8.21 – Ribbon Boards
9.2 Uplift: Concrete Volume At Base
9.1 – Post Concrete Footings To Resist Uplift
9.2 – Connections To Posts And Beams To Resist Uplift
9.1 – Area Of Roof Supported By Post
9.2 – Post/Footing Connections
9.3 – Beam/Post Connections
10.4 Roof Bracing Details
10.1 – Summary Of Roof Bracing Systems
10.2 – Rafters
10.3 – Key To Fixing Types To Restrain Ridge Beam Uplift
10.4 – Ceiling Joists
10.5 – Ceiling Runners
10.6 – Underpurlins And Ridge Beams
10.7 – Maximum Span And Fixing Types For Strutting Beams
10.8 – Verandah Beams
10.9 – Purlins Or Tile Battens
10.10 – Capacity Of Fixings For Purlins Or Battens
10.11 – Spacing Of Fixings For Dummy Rafters For Sarked Roofs
10.12 – Fixing Types Of Roof Trusses At Supports
10.13 – Key To Fixing Types And Capacity For Rafters, Roof Trusses, Underpurlins, Ridge Beams And Strutting Beams
10.14 – Nailing Schedule For Hand Driven And Power Driven Nails
10.1 – Roof Framing Members, Couple-Close Roof
10.2 – Jointing Hip Rafters And Ridge Boards
10.3 – Rafter Spans
10.4 – Seating Of Rafters
10.5 – Rafter To Ridge Beam Connections
10.6 – Fixing Rafters – Skillion Roof
10.7 – Fixing Ridge Beam To Wall
10.8 – Joints In Ceiling Joists
10.9 – Ceiling Runners
10.10 – Underpurlin Struts – Single
10.11 – Underpurlin Struts – Paired
10.12 – Strutting Beams
10.13 – Collar Ties And Underpurlins – Roof Pitches Greater Than 10°
10.14 – Fixing Cleats
10.15 – Gable Verge Framing
10.16 – Gable Roof Showing Higher Wind Uplift Areas Requiring Extra Purlin And Batten Fixings
10.17 – Hip And Valley Roof Showing Higher Wind Uplift Areas Requiring Extra Purlin And Batten Fixings
10.18 – Purlins Fixed Directly To Rafters
10.19 – Fixing Purlins And Dummy Rafters To Skillion Roofs
10.20 – Fixing Purlins And Dummy Rafters To Sarked Roofs
10.21 – Truss/Top Plate Connections
10.22 – Bracing Of Heavy Hip Roofs
10.23 – Ceiling Braces Connecting Hip-End Top Plates To Wall Bracing Elements
10.24 – Bracing Of Heavy Gable Roofs
10.25 – Roof Plane Diagonal Brace – Timber
10.26 – Roof Space Diagonal Brace – Alternative Fixings
10.27 – Sheet Sarked Roof
11. The Building Envelope – Roof And Wall Cladings
11.2 Roof Cladding Underlays
11.3 Roof Claddings
11.4 Wall Cladding Underlays Or Sheathings
11.5 Wall Claddings
11.6 Exterior Joinery
11.7 Masonry Veneer Wall Cladding
11.8 Solid Plaster Exterior Wall Cladding (Stucco)
11.9 Windows
11.1 Underlays And Sheathings
11.2 – Roof Claddings
11.3 – Wall Claddings
11.4 – Veneer Lintels
11.5 – Tolerances For Masonry Veneer
11.6 – Plywood Sheet Thickness
11.1 – Heights Of Veneer Construction
11.2 – Veneer Cavity Closures
11.3 – Flashing Details – Veneer
11.4 – Backing Details
12. Interior Linings
13.1 – Ceiling Battens
13.2 – Thickness Of Trimmers And Trimming Joists
13.3 – Nailing Schedule For Hand Driven And Power Driven Nails
13.1 – Ceiling Lining Supports
13.2 – Openings In Ceilings
13.3 – Support Of Water Tanks In The Roof Space
13.4 – Ceiling Diaphragms
14. Requirements For 3 Kpa Floor Loads
14.1 – Bracing Demand For Various Combinations Of Claddings For Single Storey Buildings On Subfloor Framing, 3 Kpa Floor Loads
14.2 – Bracing Demand For Various Combinations Of Claddings For 2 Storey Buildings On Subfloor Framing, 3 Kpa Floor Loads
14.3 – Bracing Demand For Various Combinations Of Claddings For Single Storey And 2 Storey Buildings On Concrete Slab-On-Ground, 3 Kpa Floor Loads
14.4 – Bearers, 3 Kpa Floor Load
14.5 – Subfloor Jack Studs, 3 Kpa Floor Load
14.6 – Square Pile Footings For 3 Kpa Floor Load
14.7 – Spacing Of M12 Bolts Supporting Stringers For 3 Kpa Floor Load
14.8 – Floor Joists For 3 Kpa Floor Load
14.9 – Strip Flooring For 3 Kpa Floor Load
14.10 – Studs In Loadbearing Walls For Heavy Or Light Roofs With Medium Wall Claddings Or Light Wall Claddings For 3 Kpa Floor Load
14.11 – Reference Table For Lintel Load Cases
14.12 – Lintels Supporting Roof, Wall And Floor For 3 Kpa Floor Load
14.13 – Lintels Supporting Wall And Floor Only For 3 Kpa Floor Load
14.14 – Lintels Supporting Floor Only For 3 Kpa Floor Load
14.15 – Top And Bottom Plates For Loadbearing Walls, 3 Kpa Floor Load
14.16 – Structural Plywood Flooring
15. 0.5 Kpa Or 1 Kpa Snow Loading
15.1 – Reference Table For Lintel Load Cases
15.2 – Lintels Supporting Roof Only
15.3 – Lintels Supporting Roof And Wall
15.4 – Lintels Supporting Roof And Wall With 1.5 Or 2 Kpa Floor Loads
15.5 – Lintels Supporting Roof And Wall With 3 Kpa Floor Loads
15.6 – Rafters
15.7 – Underpurlins And Ridge Beams
15.8 – Verandah Beams – Low To Very High Wind Zones
15.1 – Snow Zones
16. Composite Construction Lintel Tables
16.2 Glue Laminated Timber Lintels
16.1 – P Lywood Box Beam Lintels Supporting Roof Only
16.2 – Glue Laminated Timber Lintel Equivalents To Plywood Box Beam Lintels In Table ### 16.1
16.1 – Built-Up Plywood Box Beam Lintel – Vertical Section
16.2 – Built-Up Plywood Box Beam Lintel – Elevation And Longitudinal Section
17. Expansive Soils
18. Building Product Appraisals And Bia Accreditations
19.2 The Framework
20. Industry Information