COMMITTEE REPRESENTATION
COPYRIGHT
CONTENTS
RELATED DOCUMENTS
FOREWORD
SECTION 1 SCOPE AND INTERPRETATION
1.1 Scope
1.2 Interpretation
1.3 Definitions
SECTION 2 GENERAL
2.1 Materials
2.2 Workmanship, construction and tolerances
2.3 Surface coatings
2.4 Maintenance
SECTION 3 SITE REQUIREMENTS
3.1 Soil bearing capacity and site profile requirements
3.2 Soil types
3.3 Bearing
3.4 Site preparation
SECTION 4 BRACING DEMAND
4.1 General
4.2 Earthquake zones
4.3 Calculations of bracing demand – Wind
4.4 Calculation of bracing demand – Earthquake
SECTION 5 WALL BRACING CAPACITY
5.1 General
5.2 Bracing panels within structural walls
5.3 Reinforcement of bracing panels
5.4 Non-continuous walls
5.5 Masonry frames
SECTION 6 FOOTINGS
6.1 General
6.2 Width of footings
6.3 Reinforced concrete footings
6.4 Reinforced masonry footings
6.5 Mass concrete sub-footings
6.6 Reinforcement of footings
6.7 Vertical wall starter reinforcement
6.8 Transverse footings for isolated walls
SECTION 7 FOUNDATION WALLS ANDCONCRETE SLAB-ON-GROUND
7.1 Foundation walls
7.2 Slab-on-ground
7.3 Granular base
7.4 Damp-proof membrane
7.5 Bituminous sheet damp-proof membranes
7.6 Polyethylene (polythene) sheet damp-proofmembranes
7.7 Rubber emulsion damp-proof membranes
7.8 Slab-on-ground construction
7.9 Bearing
7.10 Underfloor thermal insulation
7.11 Support of loadbearing internal walls
SECTION 8 WALLS
8.1 General
8.2 Wall systems to resist vertical loads
8.3 Structural walls
8.4 Systems to resist horizontal forces
8.5 Bracing units and elements
8.6 Wall bracing elements in external walls not connectedto a structural diaphragm
8.7 Wall bracing elements in internal walls on bracinglines
8.8 Structural diaphragms
SECTION 9 DIAPHRAGMS
9.1 General
9.2 Roof and ceiling diaphragms
9.3 Timber floor diaphragms
9.4 Concrete diaphragms
9.5 Openings in diaphragms
SECTION 10 BOND BEAMS
10.1 General
10.2 Bracing line support systems
10.3 Structural diaphragm systems
10.4 Intersection of bond beams
10.5 Gable shaped walls
SECTION 11 LINTELS AND COLUMNS
11.1 General
11.2 Size and reinforcement of lintels
11.3 Combination of lintels and bond beams
11.4 Wall columns
11.5 Columns
SECTION 12 MASONRY VENEER WALL COVERING
12.1 Scope
12.2 General
12.3 Foundation
12.4 Cavities
12.5 Wall ties
12.6 Openings
12.7 Flashings
SECTION 13 SHRINKAGE
13.1 Shrinkage control joints
APPENDIX
A – DESIGN EXAMPLES
B – CANTILEVERED WALLS
C – MASONRY RETAINING WALLS
Table
1.1 – Classification of buildings
4.1 – Earthquake zone
4.2 – Wind bracing demand per lineal metre
4.3 – Earthquake bracing demand
5.1 – Bracing capacity of panels (Bracing units)
6.1 – Wall types and wall weights
6.2 – Dimensions and reinforcement details for footings
8.1 – Vertical load capacity of wall
8.2(a) – Reinforcement for partially filled masonry structural walls
8.2(b) – Reinforcement for solid filled masonry structural walls
8.3 – Maximum spacing for bracing lines
9.1 – Nail fixing for ceiling and roof diaphragms
9.2 – Nail fixing for floor diaphragm
10.1 – Bond beam – maximum spans
11.1(a) – 190 mm deep lintels: 15 Series
11.1(b) – 190 mm deep lintels: 20 Series
11.1(c) – 190 mm deep lintels: 25 Series
11.2(a) – 390 mm deep lintels: 15 Series
11.2(b) – 390 mm deep lintels: 20 Series
11.2(c) – 390 mm deep lintels: 25 Series
11.3 – Capacity of wall columns
12.1 – Protection for masonry veneer ties and lintels supporting masonry veneer using AS/NZS 2699
12.2 – Veneer lintel table – Steel angles and flats
A3.1 – Design parameters
A3.2 – Basic load data
B1 – Cast in situ concrete piles centrally reinforced to support cantilevered walls (solid or partially filled)
B2(a) – Strip footing centrally placed under cantilevered walls (solid or partially filled)
B2(b) – Strip footing for cantilevered walls (solid or partially filled) where footing is on one side of wall
B4(a) – Maximum spacing (mm) of D12 bar reinforcement for 200 mm cantilevered walls constructed of partially filled masonry (block density 1750 kg/m3)
B4(b) – Maximum spacing (mm) of single D12 or D16 bar reinforcement for 200 mm cantilevered walls constructed of solid filled masonry (block density 1750 kg/m3)
B5(a) – Maximum spacing (mm) of D12 or D16 bar reinforcement for 200 mm cantilevered walls construction of partially filled masonry (block density 2200 kg/m3)
B5(b) – Maximum spacing (mm) of single D12 or D16 bar reinforcement for 200 mm cantilevered walls constructed of solid filled masonry (block density 2200 kg/m3)
Figure
1.1(a) – Building types covered by this Standard
1.1(b) – Building types covered by this Standard
3.1 – Relationship of foundation to sloping ground surface
4.1 – Earthquake zones
4.2 – Directions of wind and braced walls
4.3 – Building storeys
6.1 – Roof weight contribution
6.2 – Suspended floor weight contribution
6.3 – Reinforced masonry footing
6.4 – Mass concrete sub-footing
6.5 – Reinforcement of footings
6.6 – Edge thickened slab
6.7 – Stepped footing
6.8 – Reinforcement at footing intersections
7.1 – Minimum heights of finished concrete slab-on-ground floors above adjoining finished ground level
7.2 – Permanent paving adjoining buildings with slab-on-ground floors
7.3 – Construction of slabs-on-ground
7.4 – Supplementary steel
7.5 – Positioning control joints to reduce shrinkage cracks
7.6 – Tied foundation
7.7 – Support of loadbearing internal walls
8.1 – Reinforcement above and below openings
8.2 – Bracing line support system
8.3 – Structural diaphragm support systems
8.4 – Two diaphragms braced by a common wall
8.5 – One wall containing 30 % of total bracing units
9.1 – Diaphragm construction
9.2 – Roof diaphragms
9.3 – Sloping ceiling diaphragms – sheet material on battened rafters
9.4 – Horizontal ceiling diaphragms
9.5 – Timber floor diaphragms connections
9.6 – Concrete floor diaphragm details
9.7 – Location of openings in diaphragm
10.1 – Bond beam details – Bracing line system
10.2 – Bond beam details – Diaphragm system
10.3 – Bond beam intersections
11.1 – Maximum lintel span at corner
11.2 – Lintel reinforcement layouts
11.3 – Wall column spacing
13.1 – Location of control joints for shrinkage
13.2 – Control joint detail
A1 – Roof weight
A2 – Bracing capacity example
A3 – Strain and force diagram
B1 – For use in conjunction with table B1
B2(a) – For use in conjunction with table B2(a)
B2(b) – For use in conjunction with table B2B
B3 – For use in conjunction with table B3
C1.1 – 1.5 m high granular soil without surcharge, 0 – 50 kN/m
C1.2 – 1.5 m high granular soil with surcharge, 0 – 50 kN/m superimposed load
C1.3 – 2.25 m high granular soil without surcharge, 0 – 50 kN/m superimposed load
C1.4 – 2.25 m high granular soil with surcharge, 0 – 50 kN/m superimposed load
C1.5 – 1.5 m high granular soil without surcharge, 51 – 100 kN/m superimposed load
C1.6 – 1.5 m high granular soil with surcharge, 51 – 100 kN/m superimposed load
C1.7 – 2.25 m high granular soil without surcharge, 51 – 100 kN/m superimposed load
C1.8 – 2.25 m high granular soil with surcharge, 51 – 100 kN/m superimposed load
STANDARDS COUNCIL APPROVAL
