AS/NZS 1100.501 :2002
Australian/New Zealand Standard ™
Technical drawing
Part 501: Structural engineering
drawing
Originated as AS 1100.501-1985.
Jointly revised and designated as AS/NZS 1100.501 :2002.
COPYRIGHT
© Standards Australia/Standards New Zealand
All rights are reserved. No part of this work may be reproduced or copied in any form or by any
means, electronic or mechanical, including photocopying, without the written permission of the
publisher.
Jointly published by Standards Australia International Ltd, GPO Box 5420, Sydney, NSW 2001
and Standards New Zealand, Private Bag 2439, Wellington 6020
ISBN O 7337 4008 1
AS/NZS 1100.501:2002
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PREFACE
This Standard was prepared by the Joint Standards Australia/Standards New Zealand
Committee ME-072, Technical Drawing, to supersede AS 1100.501-1985, Technical
drawing, Part 50 I: Structural engineering drawing.
The objective of the Standard is to provide engineers, architects, builders, drafting officers
and others in the construction industry with a common method for the representation of
structures and their components to enable the preparation and unambiguous interpretation
of structural drawings.
This Standard is one of a series dealing with technical drawings. The other Standards in the
series are the following:
Part IO I: General principles
Part 20 I: Mechanical engineering drawing
Part 301: Architectural drawing
Part 40 I: Engineering survey and engineering survey design drawing
Reference to Part IO I is required for the source, definition and basic requirements of some of the
contents of this Standard.
In the preparation of this Standard, the committee took account of the recommendations of the
International Organization for Standardization.
In addition to the relevant international Standards listed in AS 1100.101, this Standard is in
agreement with the following international Standards:
ISO
3766 Construction drawings -Simplified representation of concrete reinforcement
4066 Construction drawings-Bar scheduling
This Standard has three sections, as follows:
(a)
Section I deals with general information on the Standard and on the general requirements.
(b)
Section 2 deals with matters applicable to all structural drawings and contains
conventions, symbols and abbreviations for the general user.
(c)
Section 3 contains conventions for use in particular applications or with specific materials.
It is acknowledged that the use of computer-aided drafting (CAD) now plays an important
part in producing technical drawings. In line with the practice of international Standards
committees dealing with areas related to technical drawings, the requirements and
principles of this Standard apply equally to users of CAD systems.
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AS/NZS 1100.501:2002
CONTENTS
Page
SECTION I SCOPE AND GENERAL
I.I SCOPE ......................................................................................................................... 4
1.2 APPLICATION ........................................................................................................... 4
1.3 REFERENCED DOCUMENTS................................................................................... 5
1.4 DEFINITIONS............................................................................................................. 5
1.5 CLASSIFICATION OF DRAWINGS ......................................................................... 6
1.6 LEGENDS ................................................................................................................... 6
SECTION 2 GENERAL APPLICATIONS
2.1 DIMENSIONING ........................................................................................................ 7
2.2 LINES.......................................................................................................................... 7
2.3 SYMBOLS .................................................................................................................. 7
2.4 ABBREVIATIONS ..................................................................................................... 7
2.5 IDENTIFICATION OF STRUCTURAL ELEMENTS ................................................ 7
2.6 INFORMATION TO BE SHOWN ON DRAWINGS ................................................ 12
2.7 DRAWING SCALES................................................................................................. 12
2.8 CONVENTIONS FOR CROSS-REFERENCING ..................................................... 12
2.9 ARRANGEMENT OF DRAWINGS IN A SET ........................................................ 16
SECTION 3 PARTICULAR APPLICATIONS
3.I GENERAL................................................................................................................. 17
3.2 REINFORCED AND PRESTRESSED CONCRETE ................................................ 17
3.3 STRUCTURAL STEEL ............................................................................................. 26
3.4 TIMBER .................................................................................................................... 29
3.5 MASONRY ............................................................................................................... 34
AS/NZS 1100.501:2002
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STANDARDS AUSTRALIA/STANDARDS NEW ZEALAND
Australian/New Zealand Standard
Technical drawing
Part 501: Structural engineering drawing
S ECTION I
S COPE AND GENERAL
1.1 SCOPE
This Standard sets out requirements and recommendation for structural engineering drawing
practice and is complementary to AS 1100.101. This Standard deals with the presentation of
information.
The types of structures intended to be dealt with by this Standard are generally those
covered by structural design and construction Standards and codes, particularly the
following:
AS
1720
Timber Structures Code
2327
Composite structures
2327.1
Part I: Simply supported beams
3600
Concrete structures
3700
Masonry structures
3990
Mechanical equipment-Steelwork
4100
Steel structures
AS/NZS
1148
Timber-Nomenclature-Australian, New Zealand and imported species
1664
Aluminium structures
4600
Steel structures
NZS
3101
Concrete Structures Standard
3404
Steel Structures Standard
3603
Timber Structures Standard
Code of practice for the design of masonry structures
4230
AUSTROADS Bridge Design Code
NOTE: For cold-formed steel structures, stainless steel structures and aluminium structures, the
pictorial representation is similar to general structural steelwork drafting.
1.2 APPLICATION
The principles given in this Standard are intended for adoption by engineers, architects,
drafting persons and builders in both Government authorities and private enterprise.
The Standard is intended as a basis for common practice and consistency of application,
upon which technical organizations can base their own detailed rules or manuals for the
preparation and presentation of drafting work. It is also intended that the Standard be
sufficiently complete for most applications, and that drafting offices or persons would only
need further guidelines when drawing specialized structures or when working outside the
scope of the Standard.
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AS/NZS 1100.501:2002
The application of this Standard may require reference to AS 1100.101, AS 1100.301 and
AS 1100.401.
1.3 REFERENCED DOCUMENTS
The following Standards are referred to in this Standard:
AS
1100
Technical drawing
1100.101 Part 101: General principles
1100.301 Part 301: Architectural drawing
1100.401 Part 401: Engineering survey and engineering survey design drawing
1101
Graphical symbols for general engineering
1101.3
Part 3: Welding and non-destructive examination
1111
ISO metric hexagon commercial bolts and screws
1163
Structural steel hollow sections
1310
Steel wire for tendons in prestressed concrete
1311
Steel tendons for prestressed concrete-7-wire stress-relieved steel strand for
tendons in prestressed concrete
1397
Steel sheet and strip-Hot-dipped zinc-coated or aluminium/zinc-coated
1720
Timber structures
2812
Welding, brazing and cutting of metals-Glossary of terms
3600
Concrete structures
3700
Masonry structures
3990
Mechanical equipment-Steelwork
4100
Steel structures
AS/NZS
1148
Timber-Nomenclature-Australian, New Zealand and imported species
1252
High strength steel bolts with associated nuts and washers for structural
engineering
1554
Structural steel welding (various parts)
3678
Structural steel-Hot-rolled plates, floorplates and slabs
3679
Structural steel
3679.1
Part 1: Hot-rolled bars and sections
3679.2
Part 2: Welded I sections
4671
Steel reinforcing materials
NZS
3101
Concrete structures standard
3404
Steel structures standard
3603
Timber structures standard
1.4 DEFINITIONS
For the purpose of this Standard, the definitions given in AS 1100.101 and AS 1100.301
and those below apply.
1.4.1 Bar mark
An identifier given to a reinforcement bar.
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1.4.2 Bundle mark
An identifier given to a bundle of reinforcement bars.
1.4.3 Elevation
The projection on a vertical plane of any object, such as a building or component, viewed at
right angles to the plane of projection.
1.4.4 May
Indicates the existence of an option.
1.4.5 Section on grid line
A vertical section drawn without showing inclined members cutting the line of the section.
1.4.6 Shall
Indicates that a statement is mandatory.
1.4.7 Should
Indicates a recommendation.
1.4.8 Specification
A precise description of materials and workmanship of a project or parts thereof which are
not shown on drawings or in schedules.
1.5 CLASSIFICATION OF DRAWINGS
The following types of drawing can be identified for the purposes of document
classification:
(a) Design layout drawing A drawing depicting the size, shape and relationship, as
designed, of major structural elements.
(b) Design detail drawing A drawing depicting all the information required for the
construction, in accordance with the design, of any given part of a structure or
structural element.
(c) Shop detail drawing A drawing depicting all necessary information for the
fabrication of structural elements, and intended for use in a workshop.
(d) General information drawing A drawing containing information required for the
understanding of related drawings, or for the performance of the work depicted on
them.
(e) As-built drawing A drawing used to record the details of a construction following its
completion.
NOTE: Previously referred to as 'work-as-executed drawing'.
(f) Marking drawing An arrangement drawing for structural prefabricated elements
showing their designations and relationships.
(g) Handling and erection procedure drawing A drawing indicating erection
requirements such as sequence of operations, temporary structural members and sling
positions.
1.6 LEGENDS
Legends shall be provided in respect of any symbols used for non-conventional
representation of items, such as the following:
(a) Joints, e.g. construction joint, expansion joint, contraction joint.
(b) Set-out lines.
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SECTION 2
AS/NZS 1100.501:2002
GENERAL APPLICATIONS
2,1 DIMENSIONING
Units and methods used m dimensioning of drawings shall be in accordance with
AS 1100.101.
If dimensions are shown on other drawings (such as architectural drawings), dimensions
showing relationships of members (including primary and building dimensions) may be
omitted on structural drawings.
NOTE: Examples of primary and building dimensions are building widths, heights and lengths,
and grid spacings.
2.2 LINES
2.2.1 Type of line
A type of line appropriate for each application shall be selected from, and used in
accordance with, Table 2.1. For other applications see AS 1100.101.
2.2.2 Line thickness
Line thicknesses shall be selected in accordance with AS 1100.10I.
NOTE: A line of thickness less than 0.18 mm is difficult to reproduce in some situations.
2.3 SYMBOLS
The symbols given in AS 1100.101, AS 1100.301 and AS 1100.40 I shall be used to indicate
relevant features on drawings prepared for general or communication purposes, particularly
where drawing to scale is impracticable.
For symbols used in structural engineering, see Section 3.
NOTE: Symbol size and line thickness will depend on drawing size and scale. Symbols given
have therefore not been dimensioned.
2.4 ABBREVIATIONS
Abbreviations for use in general applications shall be in accordance with AS 1100.101,
AS 1100.301 and AS 1100.401.
For abbreviations for use on particular application drawings, see Tables 2.2(A) and 2.2(B),
3.2 and 3.4, and Clause 3.2.6.
2.5 IDENTIFICATION OF STRUCTURAL ELEMENTS
2.5.1 General
Each structural element should be labelled by a discrete reference using a suitable
combination of letters or numbers. This reference may be by either consecutive numbering
or a grid system, or both.
2.5.2 Consecutive numbering
In a consecutive numbering system, the reference should comprise a prefix, stem and suffix,
as follows:
(a)
Prefix The location or floor level of the structural element. Floor levels may be
designated either by sequential levels or traditional storeys (see Table 2.2(A)).
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(b)
Stem
(c)
Suffix The individual number of the structural element.
The type of structural element (see Table 2.2(B)).
Examples:
(i)
Fourth floor, beam No. 21............................................................................. 4 B 21.
(ii)
Level 10, slab No. 4 ..................................................................................... 10 S 4.
2.5.3 Grid system (see also AS 1100.301)
A grid reference system consists of one set of gridlines in one direction with a second set of
gridlines in another direction. Any grid system shall be consistent throughout a project.
Grid systems are generally used with regularly shaped structures but grid lines do not
necessarily have to be at right angles to each other. Grid directions should be selected to
allow for expansion to accommodate any anticipated future extension.
The project grid may be adopted with a completely arbitrary orientation, bearing no relation
to any recognized map grid or True North.
The gridlines running down the sheet should be marked alphabetically (A, B, C ... ) and the
gridlines across the sheet should be marked numerically (1, 2, 3 ...), as shown in Figure 2.1.
A
B
C
-+ -+ -1--+ --+ --+
PLAN
Scale UOO
FIGURE 2.1
EXAMPLE OF GRID NUMBERING SYSTEM
(SEE CLAUSE 2.5.3)
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ASINZS 1100.501:2002
TABLE 2.1
LINES AND APPLICATIONS
(SEE CLAUSE 2.2)
I
2
3
4
Designating
letter
Type of line
Example of line
Application
A
Continuous -thick
'
'
Diagrammatic representation of structural
element centreMline on layout drawings, e.g.
beams
Visible lines and changeMinwlevel lines structural
bolts, e.g. in timber
Reinforcement where 'thin' or 'medium'
concrete outlines are used
M
Continuous medium
'
'
Visible outlines, optional, where considerable
detail has to be shown
Intersecting beam outlines in elevations only
Reinforcing bars and mesh where fully detailed
in view shown or concrete outlines where
'thick' line reinforcement is used
p
Continuous -extra
thick
'
'
B
Continuous - thin
'
'
Reinforcement where 'thick' concrete outlines
are used
Reinforcement extent lines such as those across slabs, in plan
across walls, in elevation
along beams or columns for fitments
Visible masonry walls including plans
elevations
Hatching of masonry over
Diagonals across holes or recesses (under or
over)
Dimension lines and leaders
Welding symbols
C
Continuous - thin,
freehand
D
Continuous -thin,
ruled with zig-zag
F
Dashed -thin
:----------:
Break lines around large areas such as slabs
special details to larger scale
A
Break lines in individual elements such as at
sections and the like
V
------s�W�
Fictitious outlines (of parts removed)
.I I
q
s = 1 mm minimum
q � 2s to 4s
Hidden masonry, particularly walls under.
Column strip and middle strip (panel) outlines
on plan views
Hatching for masonry under
(continued)
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TABLE 2.1 (continued)
I
2
3
4
Designating
letter
Type of line
Example of line
Application
N
G
Dashed -medium
------s and q as in F
-
Chain-thin
--
- --
WJL
H
Chain-thick at ends
and change of
direction;
-;W�
Diagrammatic representations of temporary
bracing members or structural elements.
Reinforcement indicated in view shown,
although fully detailed elsewhere
- Gridlines
Centre-lines
q
s = 1 mm minimum
q = 2s to 4s
p = 3q to 10q
B--7
I
I
-thin elsewhere
Hidden outlines of structural or supporting
elements.
Cutting plane for a section indicating direction
of view. Where the type G line would conflict
with any other line, it should be omitted, and
only the section cross-references and changes
of direction should be shown
I
L_-e
J
K
s, q, and p as in G
--------
Chain -thick
s, q, and p as in G
-s, q, and p as in G
Chain -thin,
double dashed
Indication of a surface to meet a special
requirement such as granolithic or terrazzo
finish, or to receive special treatment
Match lines between drawings
Outline of adjacent or existing parts
TABLE 2.2(A)
CODES FOR CONSECUTIVE NUMBERING SYSTEM­
PREFIX
(SEE CLAUSE 2.5,2)
Location or floor level
Prefix code
Sequential (Numerical) Levels
Lowest level
Then in ascending order, e.g. Tenth level
10
Traditional (Naming) storeys (Non-preferred)
Roof
R
Second floor, etc.
2, etc.
First floor
Mezzanine
M
Ground floor
G
Basement
B
Footing level
F
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AS/NZS 1100,501:2002
TABLE 2.2(B)
CODES FOR CONSECUTIVE NUMBERING SYSTEM-STEM
(SEE CLAUSE 2.5.2)
Structural element
Stem code
Beam
B
Column
C
Joist
J
Bracing- vertical
VB
Bracing - general
BR
Fly brace
FB
Door header
DH
Fascia truss
FT
Rafter
R
Door column
DC
Strut (non-vertical)
s
Lintel
L
Purlin
p
Girt
G
Footings Beam footing
Pad footing
Strip footing
FB
FP
SF
Pier (or pedestal), pile
p
Pile cap
PC
Portal frame
PF
s
Slab
Stair Stair flight
Stair landing
F
L
Truss
T
w
Wall
Retaining wall
RW
2.5.4 Columns and footings
Columns may be identified either by(a) the consecutive numbering system (see Clause 2.5.2); or
(b) the intersection of gridlines at or near the column (see Clause 2.5.3).
Footings should be identified in similar fashion to the columns.
2.5.5 Grid marks
Grid marks may be used to assist in the ready location of a particular dimension or feature
of interest on a structural drawing. Such usage is distinct from element identification by the
grid reference system and, therefore, care should be taken to avoid confusion between the
markings associated with each.
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2.6 INFORMATION TO BE SHOWN ON ORAWINGS
2.6.1 General
Information to be shown on the drawings shall include any required design information and
such items as are specified in the respective structural design codes, or as instructed by the
designer.
Each drawing shall provide all the information necessary for the construction of the work
shown and should omit irrelevant details. References should be given to associated
drawings for particular details or for showing the relationship with other components, and
to schedules.
Information should include datums, such as survey marks, referenced to permanent
structures or either the Australian Height Datum (AHD) or the New Zealand height datum
of Mean Sea Level (MSL).
Written descriptions on drawings shall be clear and concise. Instructions should be positive
and written in the imperative mood. Special requirements relating to construction details
should be noted or referenced on the drawing.
Clarity of detailing and dimensioning is essential.
2,6,2 General notes
General notes, where provided, should be presented with Clause or reference numbers and
upper and lower case lettering, either on a separate drawing or on the drawings to which
they refer. For the information required on drawings or general notes, reference should be
made to the relevant Standards listed in Clause I . I .
2.6.3 Design layout drawings
Design layout drawings should show member sizes and locations.
2.6.4 Amendments
An amendment to an issued drawing shall be numbered or otherwise designated and the
amendment described in the amendment box. The altered text and pictorial aspects for that
drawing issue only shall be highlighted by drawing a cloud, made up of a series of arcs,
around the amendment and the cloud designated with the number or other designation,
preferably in a triangle.
2.7 DRAWING SCALES
2.7,1 Scale requirements
Drawing scales shall comply with the requirements of AS 1 100. 1 0 1 . Different scales on one
sheet should be kept to a minimum, with all scales clearly indicated.
Drawings should have a minimum scale for details of I :25, to allow for reduction of prints
to half-size.
2.7.2 Block scales
Block or graduated scales (as defined in AS 1 100.101) should be included on all drawings.
2.8 CONVENTIONS FOR CROSS-REFERENCING
2.8.1 General
The convention for elevation, section and detail cross-references is complementary, i.e. the
cross-reference given on the sheet from which an elevation, section or detail is taken is
complemented by the cross-reference on the associated sheet where the elevation, section or
detail is shown.
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AS/NZS 1100.501:2002
Examples of elevation, section and detail cross-references are shown in Figures 2.2, 2.3 and
2.4.
The following principles apply:
(a)
The orientation of the reference numbers and letters should be upright when read
looking from the bottom of the sheet.
(b)
The same notation (numbers or letters) should not be used for both sections and
details.
(c)
The letters I, 0 and Q should not be used in letter sequences.
(d)
Elevations, sections and details should be placed in their order of designation.
( e)
Where possible (i)
plans for the one project should be oriented in the same way on all drawings;
(ii)
elevations, sections and details, particularly horizontal sections, should be
given the same orientation as in the main drawing;
(iii) vertical sections should always be drawn erect;
(iv) sections should be taken looking from the bottom of the drawing to the top, or
from right to left; and
(v)
for bridges and roadworks, plans and elevations should be drawn in the
direction of increasing chainage from 'left to right', and sections should be
drawn in the same direction.
NOTE: Sections on skew structures, such as a skew bridge deck in plan, may show the cutting
plane along the skew line but with the section showing the square width to enable the structural
elements to be drawn with least ambiguity.
2.8.2 Elevation cross-reference
An elevation cross-reference should be shown as set out in Figure 2.2.
The circle diameter and lettering height should be as follows:
(a)
Figures 2.2(a) and (b) ............................................... 12 mm dia. and 3 mm lettering.
(b)
Figures 2.2( c) ........................................................... 1 8 mm dia. and 5 mm lettering.
2.8.3 Section cross-reference
A section cross-reference should be shown as in Figure 2.3. The following particulars shall
apply:
(a) In the top half of the circle, the number ( or letter) shall be of the section itself.
(b) In the bottom half of the circle, the following shall apply, as appropriate:
(i)
On the sheet where the section is taken The number shall be of the associated
sheet where the section is shown. If it is shown on the same sheet, a dash ( -)
shall be used.
(ii) On the sheet where the section is shown The number shall be of the sheet from
which it was taken. If it is taken from the same sheet, a dash ( -) shall be used.
(c) An arrowhead shall show the direction of viewing, and an external line shall show the
cutting plane.
(d) The circle diameter and lettering height shall be as follows:
Figures 2.3(a) and (b) .................................... 12 mm dia. and 3 mm lettering.
(i)
Figure 2.3( c) ... ... ... ..... ..... ............ ...... .... ... ... .. 18 mm dia. and 5 mm lettering.
(ii)
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2.8.4 Detail cross-reference
A detail cross-reference should be shown as in Figure 2.4. The following particulars apply:
(a)
In the top half of the hexagon, the letter (or number) shall be of the detail itself.
(b)
In the bottom half of the hexagon, the following shall apply, as appropriate:
(i)
On the sheet where the detail is taken The number shall be of the associated
sheet where the detail is shown. If it is shown on the same sheet, a dash ( - )
shall be used.
(ii)
On the sheet where the detail is shown The number shall be of the sheet from
which it was taken. If it is taken from the same sheet, a dash ( -) shall be used.
(c)
On the same sheet, an additional arrow on a leader may be used to show where the
detail is drawn (see Figure 2.4(b)).
( d)
The hexagon size and lettering height shall be as follows:
(i) Figures 2.4(a) and (b) ...........12 mm across opposite corners and 3 mm lettering.
(ii) Figure 2.4(c) . . ......... ... ... ... .18 mm across opposite corners and 5 mm lettering.
NOTE: For a cross-reference of a section on a detail, use a circle as for other sections.
la)
[bl
(cl
E l e v a tion 3, taken and
s h o w n on same sheet
(circle diame t e r : 12 mm)
E l eva tion number
Dash indi c a t e s s h o w n
on same sheet
E l e v a tion 6, shown
on Sheet 7
(circle diame t e r : 1 2 mm)
Title f o r Eleva tion 8
taken from Sheet 9
(cir c l e diame t e r : 18 mm)
FIGURE 2.2
E l e v a tion number
Sheet where shown
C L E V A T I CJ N CD
g
e orn oo oom"m
Sheet where taken
EXAMPLES OF ELEVATION CROSS-REFERENCES
(SEE CLAUSE 2.8.2)
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(al
(bl
(cl
AS/NZS 1100.501:2002
(B
@-
Section 7 , t a k e n f r o m a n d
shown o n s a m e s h e e t
{circle diameter: 12 mm)
Sections 2 o r 3 shown
o n S h e e t 16
( c i r cl e d i a m e t e r : 1 2 mm)
4
or
S E C T O N CD
Title for S e c t i o n 2
taken from Sheet 5
{ c ircle d i a m e t e r : 18 m m )
S e c t i o n No.
D a s h indic a t e s s h o w n
on same s h e e t
S e c t i o n No.
Sheet w h e r e s h o w n
Section No.
Sheet where shown
Section No.
Sheet where taken
NOTE: Triangular pointer may be filled-in for emphasis.
FIGURE 2.3
EXAMPLES OF SECTION CROSS-REFERENCES
(SEE CLAUSE 2.8.3)
(al
D e t ail A, taken from a n d
shown on same sheet
H e x a g o n : 12 mm a c r o s s c o r n e r s
(bl
D e tail B , s h o w n on
S h e e t 16
H e x a g o n : 1 2 mm a c r o s s c o r n e r s
(cl
T i t l e f o r D e t ail B
taken from Sheet 8
H e x a g o n : 18 mm a c r o s s c o r n e r s
D e t a il l e t t e r
D a s h indica t e s s h o w n
on same sheet
D e t a il number
Sheet w h e r e s h o w n
Detail letter
Sheet where taken
FIGURE 2.4 EXAMPLES OF DETAIL CROSS-REFERENCES
(SEE CLAUSE 2.8.4)
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2.9 ARRANGEMENT OF DRAWINGS IN A SET
Drawings should be collated in the following sequence (first drawing to last)(a)
General notes.
(b)
General arrangement drawings.
(c)
Footings.
(d)
Columns.
(e)
Framing plans.
(f)
(g)
Elevations.
(h)
Details.
Cross-sections.
In a multi-storey building, drawings for each storey should be grouped as follows:
(i)
Floor plan.
(ii)
Beams.
(iii) Sections.
NOTE: A drawing may incorporate more than one ofthe above.
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S EC TIO N 3
AS/NZS 1100.501:2002
PAR TIC U L AR APPLIC AT I O N S
3.1 GENERAL
This Section sets out requirements for drawings for structures, made from particular
materials. For composite structures, discretion should be used in selecting the provisions
applicable to the principal material used in the particular structure.
3.2 REINFORCED AND PRESTRESSED CONCRETE
3.2.1 Concrete drawings
Concrete drawings should clearly show the dimensions and shape of the structural element
or elements depicted. The classification and designation, size, shape, extent and location of
all reinforcement shall also be clearly shown. Depending on the complexity of the element,
the detail drawing may show both the concrete outlines and reinforcement on the same view
or provide separate views, or drawings for each.
NOTE: For concrete beams, depth is specified first. For strip footings, width is specified first.
3.2.2 Notation for reinforcement
3.2.2.1 General
Reinforcement shall be specified by the classification and designation of bar and reference
number of mesh (see AS/NZS 4671). Where a schedule is prepared in conjunction with the
drawings, a reference number for that schedule should be given on both schedule and
drawing.
Reinforcement shall be specified on the view of the structural element in which the
reinforcement will be first placed. For example, where a bar is placed in a slab and extends
into a wall it shall be specified on the plan of the slab.
3.2.2.2 Bars
Bar reinforcement shall be specified by the number of bars, type, size, spacing and location,
and, if applicable, by a shape code and bar mark. Spacing is normally specified at right
angles to the bar direction and any variation should be fully detailed, e.g. for skewed bars.
One of the following notations shall be used:
(a)
The following information concerning reinforcing bars shall be given on the drawing:
Example
19
D
500
N
16
L
23
200
T
Item
Number (optional in a slab)
Shape
Strength grade
Ductility class
Size, in millimetre
Shape code ( optional)
Bar mark (optional)
Spacing, in millimetres
Location (see Clause 3 .2.2.4)
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ASINZS 1100.501:2002
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The information concerning the example presented should be written as follows:
(b)
(i)
If bar marking is used .............................................. 1 9-D500N1 6-L-23-200T.
(ii)
If bar marking is not used....................................................D500N16-L- 200T.
The following information concerning bundles of reinforcing bars shall be given on
the drawing:
Item
Number of bundles
Number of bars in a bundle
Shape
Strength grade
Ductility class
Size, in millimetres
Shape code, (optional)
Bundle mark (optional)
Spacing of bundles, in millimetres
Location (see Clause 3.2.2.4)
Example
5
3
D
500
N
36
L
27
400
B
The information concerning the example presented should be written as follows:
(i)
If bar marking is used ........................................... 5 x 3D500N36- L -27--400B.
(ii)
If bar marking is not used............................................ 5 x 3D500N36-L-400B.
The preferred notation order is presented in (a) and (b). If a different notation order is used,
a legend shall be provided. Delimiters, such as x, / or - shall be used if there are
consecutive numbers in the notation.
For complex structures it may be necessary to specify the bar mark number, type, size,
shape, location and also the number of bars or the bar spacing, or both, as appropriate.
NOTE: The use of bar marks, shape codes and bundle marks on engineering drawings is optional.
Each set of 'identical' bars in a structure should be given the same bar mark.
A group of bars in the same placing zone may be regarded as being 'identical' if they have
the same type, size and bent shape. They can, however, have a varying length if supplied in
a set for a tapered section.
3.2.2.3 Reinforcement schedule lengths
A range of bending shapes for reinforcement is given in Tables 3.l(A) and 3.l (B). The
scheduled length shall be taken as L. Where L is not specified in Table 3.l(A), the
scheduled length shall be the sum of the out-to-out dimensions, 'A', 'B', etc.
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AS/NZS 1100,501:2002
TABLE 3.l(A)
BAR BENDING SHAPES (SEE CLAUSE 3.2.2.3)
FIRST PREFERENCE BAR BENDING SHAPES
Name
Straight
L-shape
One 90 ° bend
Double L-shape
Two 90 ° bends
Hooked bar
One 180° bend
Double hooked
Two 180 ° bends
Mesh
Only if flat sheet
V-shape
Bend less than
90 °
U-shape
180° bend only
Tie
For beams or
colums
Shape
code
A
s
Al
L
LL
A
V
u
T
r
1 1 1 1 11 1 1
L
I
D
A
C
�
[hooks in]
B
l_C:=:j
B
B
L
L
B
.I
A
B
A
B
B
B
B
B
B
A
A
B
A
A
B
B
A
A
C
L
L
j o = bending dia.
B
C
C
D
A
A
B
C
A
B
A
A
B
B
C
□
I
B
A�
SH
B
Stirrup
For beams
[cogs in]
SC
Cranked column
bar
For lap splice
cc tr· 1c
A
A
specified even if equal
A +B=L
When A is standard, it
A + B +C = L
A = C = 0.5 (L-B)
A and C standard
A is length of main wires
(6000 mm max.)
B is extent of cross-wires
including side laps
Give C when angle ( 0 )
exceeds 70°
D
C
D
C
A+B=L
A would be critical
B would be critical
A +B + C=L
A and C should both be
may be omitted
C
A
A
Stirrup
For beams
C
7
B
A is also the length L
B
Jc
B
r
HH
A
A
B
A
Comment
A
B
Al
H
F
Essential
dimensions
Diagram
L
L
A is critical always
B may be omitted only if
not critical
Specify U-shape
not LL-shape when
B is less than 20 bar
diameters
L = 2(A + B + C)
C is a cog length
L may be omitted
generally; C also
C
L = 2A + B + 2C
C is a hook length
L and C may be omitted
generally
A
A
1 l
B
°
B
B
B
C
L = 2A + B + 2C
C is a cog length
L and C may be omitted
generally
·1
O�ion
A
A
B
C
C
D
D
L
L = A + B where
A is a lap-splice length
C ;, 6 db, D ;, 2 db
NOTES:
1 All dimensions are to intersection of straight portions at the outside of all types of bends.
2 'L' is the sum of the individual out-to-out dimensions 'A', 'B', etc.
3 Shape codes may vary from supplier to supplier.
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AS/NZS 1100,501:2002
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TABLE 3.l(B)
BAR BENDING SHAPES (SEE CLAUSE 3.2.2.3)
SECOND PREFERENCE BAR BENDING SHAPES
Name
L
Shape
code
A
Rightangled
crank shape
�
RC
V-plus
L-shape
Double
V-shape
Diagram
Name
Right-
angled truss
i
B
,1 C
HD�l
L A
VL
o
I,
1
vv
�
EI• B
I�
. I
rl
D �
!W1--I
Joist bar or
bent-up bar
L-bend
added to
J-shape
Double
J-shape or
truss bar
Acute angle
bend more
than 90
°
Radiused
bar
M
J
LJ
JJ
A
R
C
.I
�
if�
I
A
--n-L
I
Free
.I
T1Tl
E
C
B
B
D �D
E
=rT
I
shape
135 Hooked
tie
°
Diamond-
shaped tie
for columns
Cross-over
tie
Circular tie
for columns
Link for
columns
A = o u t length
R = ext r a d i u s
code
RT
1�
Diagram
I
B
HT
XT
1-L"'ij
D
t
__c:;_
[CJ
�
c_J_
DT
�
B
C
A
I
f
A
C
I
B
CT
� OD
LH
A�
j
Sph'al or
helix
A = la p
B
--==�
'-====l
L
A -=.::_
SP
�J o
�
Shape
0
C
B
B = pit ch
number o f turns
= E= A IB
length = ,r0 (E + 3)
Nonstandard
shapes
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All shapes are to be drawn
and dimensioned in full
21
AS/NZS 1100,501:2002
NOTES TO TABLE 3 . l (B)
1
2
All dimensions are to intersection of straight portions except where shown.
First preference shapes with hooks and cogs are to be included here.
3
Shape codes may vary from supplier to supplier.
3.2.2.4 Mesh
The designation for reinforcing mesh shall be as given in AS/NZS 4671 .
NOTES:
For example, a square mesh consisting of 9 mm diameter deformed ribbed bar at 200 mm
centres, of grade 500 MPa low ductility steel, would be designated 'D500SL92'.
2 In the example given in Note I, if all the welded mesh ordered or required for a particular
project was to be deformed ribbed bars, of the same strength grade but may vary in other
characteristics, and there was a general note to this effect in the project plans and
specifications, the designation may be abbreviated to 'SL92'.
3.2.2.5 Information for placing
Sufficient information shall be provided to enable the reinforcement to be placed in its
correct location. Cross-sections and intersections should be provided to ensure correct
detail and to avoid conflicts in site placement. The abbreviations given in Tables 3.2 and
3.3 may be used to convey placing information. The abbreviation should be used following
the notation of bar number, size and/or spacing, or mesh designation or as a special note
applicable to the relevant detail as follows:
(a)
D500RL8 18B signifies that mesh D500RL8 1 8 is placed in the bottom of the slab.
(b)
20 x D250Nl 6-200T signifies that bars D250Nl 6 are placed at 200 mm centres in the
top of the slab.
When near face and far face reinforcement are shown on the same elevation, the far face
layer shall be indicated by a dashed extra-thick line (see Table 3.3).
Where more than one layer of reinforcement is used in one face, additional information
shall be given to define each layer and its relative position and direction.
Numerals indicating the position of a layer relative to a surface shall be associated with an
abbreviation indicating a face, for example:
(i)
T l , T2 indicate the first and second layers nearest the top face.
(ii)
B 1 indicates the layer closest to the bottom face.
(iii) NF! indicates the layer closest to the near face.
(iv)
FF2 indicates the second layer from the far face.
The drawing shall state the required clear cover to the reinforcement for each structural
element. This may be done with a general note where the cover is uniform for all the
structural elements, or by means of a dimension on the element concerned.
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AS/NZS 1100.501:2002
TABLE 3.2
ABBREVIATIONS FOR REINFORCEMENT
PLACING INFORMATION
(SEE CLAUSE 3.2.2.5)
Placing information
Abbreviation
Bottom face
Centrally placed
Top face
Each way
Each face
B
C
T
EW
EF
NF
FF
INT
EXT
H
V
Near face*
Far face*
Internal face
External face
Horizontal
Vertical
Layer nearest the concrete face
Second layer from the concrete face
Third layer from concrete face
2
3
*The direction of viewing should be carefully defined.
3.2.2.6 Splicing of bars
Simplified representations are shown in Fi gures 3.1 and 3.2.
TABLE 3.3
,rJ
EXAMPLES OF INDICATION OF BAR LAYING SEQUENCE
(SEE CLAUSE 3.2.2.5)
(a)
Bottom and top layers shown on separate
plans
(b)
Bottom and top layers shown on the same
plan; the bottom layer to be indicated by a
dashed extra-thick line
(c)
Alternative method for designating layers
in a slab: when bottom and top
reinforcement are shown in separate plans,
designation of reinforcement layers need
not be shown with the reinforcement.
Instead, a legend should be added
T2
T1
-
81 I
I
- - -82- t-
Lay first bottom
Lay l a s t top
NOTE: This method is o f particular use when the slab reinforcement is complex t o draw.
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I
23
la)
FIGURE 3.1
(bl
Tension coupler
Compression coupler
SPLICING OF BARS - GEN ERAL REPRESENTATION
(SEE CLAUSE 3.2.2.6)
la)
T a p e r - threaded coupler
(bl
C o l d - f o r g e d ends and p a r allel t h r e a d s
lei
Rolled-on p a r allel t h r e a d s
(di
P a rallel t h r e a d s c u t i n t o bar
(el
Coupler s w a ge d o n t o bar
(f)
Coupler a t tached t o b a r b y s t u d s
FIGURE 3.2
AS/NZS 1100,501:2002
SPLICING O F BARS-SPECIFIC REPRESENTATION
(SEE CLAUSE 3.2.2.6)
3.2.3 Slab reinforcement
3.2.3.1 Bars
For bars, one bar should be drawn in the direction in which it is laid in the placing zone and
the width or extent of that zone shall be shown by the extent line, generally perpendicular to
the bar axis (see Figure 3 .3). The intersection of bar and extent line should be indicated by
a hexagon or a dot.
Spacing shall be measured along the extent line.
3.2.3.2 Rectangular mesh
For rectangular mesh, the direction of the main (closer spaced) wires should be drawn as in
Figure 3 .4. The extent line shall show the coverage of the slab by the mesh.
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3.2.3.3 Square mesh
A similar method to rectangular mesh may be used for square mesh. However, provided that
the sheet will cover the span without laps, no differentiation between wires is needed (see
Figure 3.5).
In large areas where one layer of mesh is used, the method shown in Figure 3.6 may be
adopted, provided that confusion with other reinforcement does not occur.
"'
1-0
�
z
"'
"'
a:'
"'
"'
0
E x tent line
Direction of
b a r line
FIGURE 3.3 BAR REINFORCEMENT
(SEE CLAUSE 3.2. 3.1 )
Direction of
main wire
E x t e n t line
�
�
0::,
0
a:
_J
FIGURE 3.4 RECTANGULAR MESH
(SEE CLAUSE 3.2.3.2)
Direction o f
m a i n wire
{a cros s s pa n )
E x t en t line
"'
(f)
_J
(f)
FIGURE 3.5 SQUARE MESH
(SEE CLAUSE 3.2.3.3)
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AS/NZS 1100,501:2002
FIGURE 3.6 SIMPLIFIED DETAILING FOR MESH
(SEE CLAUSE 3.2.3.3)
3.2.4 Notation for prestressing
The applications of prestressed concrete construction are diverse but the methods of
detailing vary little from those used for reinforced concrete except in the delineation of
main stressing tendons.
In post-tensioned prestressed concrete work, the tendons and ducts may be required to
conform to predetermined curves, usually parabolic or a combination of parabolas. Detail
drawings should provide sufficient information to enable the tendons to be accurately
placed.
Various types of stressing tendons are in use, each type having its special form of end
anchorage. Particular care is required in detailing the end anchorages and anchorage blocks.
Pre-tensioned prestressed concrete units are usually constructed using a number of tendons
tensioned on a special prestressing bed. No special detailing is required for this form of
construction, but correct reinforcement, spacing and special details should be shown or
noted in the drawing. Example illustrations of live and dead anchors and a coupler are
shown in Figure 3 .7.
For information on steel tendon for prestressed concrete, see AS 1 3 1 0 and AS 1 3 1 1 .
In addition to the notes on concrete strengths, type of normal reinforcing steel (if any), type
of prestressing tendons and methods of tensioning, further notes should give details of the
points to be used for lifting, handling and stacking the units. The hog of a member due to
prestressing should be shown.
Design information to be given in notes on the drawings should include all details required
for construction of the element including the stressing force and sequence of stressing (see
AS 3600 and NZS 3 101).
3.2.5 Profile decking
The direction of the ribs in a structural profile decking shall be indicated with two-way
arrows pointing in the direction parallel to the ribs.
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AS/NZS 1100.501:2002
3.2.6 Joints in concrete
Joints shown in concrete plans or elevations shall be indicated as follows:
Joint type
Construction j oint - general
straight
dowelled
keyed
Isolation joint
Contraction joints keyed
dowelled
sawn or !rowelled joint
Expansion joints dowelled
keyed
Abbreviation
CJ
CJ(S)
DCJ
KCJ
IJ
Line designation letter
B
F
K
G
A
KJ
DJ
SJ
G
K
F
DEJ
KEJ
K
G
8
-'"'5
"--'0:'__
__,
1 0 0 --1--<i--
_JL 4 0 s t e p
( a ) Live a n c h o r
FIGURE 3.7
lb) Coupler
DIMENSIONS IN MILLIMETRES
le) D e a d a n c h o r
PRESTRESSED CONCRETE DETAILS-EXAMPLES
(SEE CLAUSE 3.2.4)
3.3 STRUCTURAL STEEL
3.3.1 Design layout drawings
Structural elements shall be shown on design layout drawings by type A lines. Light
sections such as purlins may be shown in type B lines.
The drawings should clearly show the total structure including the disposition of members.
Member sizes and identifying mark numbers should be shown, preferably by means of a
member schedule, or by designation immediately adjacent to the member on the drawing.
Connections should be indicated by type and designation of a standard connection where
possible. Standard connections shall be fully detailed in the design detail drawings unless
referenced to another source. Non-standard or special connections should be clearly cross­
referenced to the appropriate design detail drawing (see Clause 2.8).
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AS/NZS 1100.501:2002
3.3.2 Design detail drawings
The design detail drawings should communicate all of the designer's intentions with the
possible exception of items adequately covered in the general notes, specification, or by a
standard detail or connection. These drawings should show the sizes of structural members,
and should be set out so that all views represent those seen when making the component. In
practice, angles and channels are marked out on the outer surfaces and are therefore better
drawn showing these views.
Where a design detail, e.g. a truss, is symmetrical about the centre-line, one half only need
be detailed and annotated 'symmetrical about centre-line'.
Opposite-hand noting should be used with caution, and only if the component is
opposite-hand in all respects. The annotation for 'opposite hand' elements shall be noted
specifically in the same way as with symmetrical items, e.g.:
Truss, Mark T l -As shown.
Truss, Mark T2-Opp. hand.
General notes should be provided for details of items such as­
( a) steel strength and grade;
(b) weld size, type and electrodes;
(c) bolt sizes and grades;
( d) surface treatment and protective coating; and
( e) any special fasteners.
Unless standard connections or standard detail parameters are used, the drawings shall
include details of all connections.
3.3.3 Designation of steel elements
Designation of steel elements shall comply with AS 3678, AS/NZS 3679.1, AS/NZS 3679.2
and AS 1163. Table 3.4 indicates appropriate designations.
The dimensions of rolled steel sections, plates and structural hollow sections may vary due
to rolling tolerances as defined in AS/NZS 3679.1, AS/NZS 3679.2 and AS 1163
respectively. Where connections or other details are dimensioned, the closing dimensions
should be omitted to allow for the variation that may occur.
3.3.4 Designation of welds and fasteners
3,3,4.1 Welds
Symbols for welding shall comply with AS 1101.3, and welding terms with AS 2812.
Where structures are built to AS 3990, AS 4100 or NZS 3404, weld details shall be
provided in accordance with AS/NZS 1554 and should include the strength grade of
electrodes.
Alternatively for certain structures, welds may be specified by performance not symbols,
e.g. CPBW (complete penetration butt weld), IPBW (incomplete penetration butt weld)
CFW (continuous fillet weld). See AS 2812 for further details.
3.3.4.2 Bolts and bolting procedure
Bolt size and property class should be nominated on design detail drawings, as appropriate.
The bolting procedure shall be shown by that comprises(a) the property class of the bolt, i.e. 4.6 or 8.8, in accordance with AS 1111 or
AS/NZS 1252 respectively;
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AS/NZS 1100.501:2002
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(b)
the tensioning of the bolt in accordance with AS 4 100 or NZS 3404, i.e. S for 'snug
tight' ; T for full tensioning; and
(c)
where appropriate, the type of j oint, i.e. F for friction joint; B for bearing joint.
Table 3.5 gives the bolting procedure designation for commercial and high strength
structural bolts, together with their associated standard, nominal tensile strength and
nominal yield strength.
TABLE 3,4
DESIGNATION OF STEEL ELEMENTS
(SEE CLAUSE 3.3.3)
Section type
Material
standard
Abbreviation
Typical example of designation
(See Notes 1 and 2)
Welded beam
AS/NZS 3679.2
WB
700WB 1 1 5, 1200WB455
Welded column
AS/NZS 3679.2
WC
350WC197, 500WC440
New Zealand welded
sections
NZS 3404
Universal beam
AS/NZS 3679.1
UB
150UB14.0, 610UB125
Universal column
AS/NZS 3679.l
UC
100UC14.8. 3 10UC158
Tee cut from UB
AS/NZS 3679.1
BT
75BT7.0, 305BT62.5
Tee cut from UC
AS/NZS 3679.1
CT
50CT7.4, 155CT79.0
Taper flange beams
AS/NZS 3679.1
TFB
lOOTFB, 125TFB
Parallel flange
channels
AS/NZS 3679.1
PFC
l 50PFC, 125TFC
Taper flange
channels
AS/NZS 3679.1
TFC
75TFC, 125TFC
Equal angles
AS/NZS 3679.1
EA
25x25x6EA, 200x200x26EA
Unequal angles
AS/NZS 3679.l
UA
65x50x5UA, 1 50x100x12UA
Flat bar
AS/NZS 3679. l
FL
20x3 FL, 1 50x50 FL, 300x12 FL
Round bar
AS/NZS 3679.1
ROD or RD
Square bar
AS/NZS 3679.1
SQ
Plate
AS/NZS 3678
Circular hollow
sections
AS 1163
CHS
13 .5x2.3CHS, 61 O.Oxl2. ?CHS
Rectangular hollow
sections
AS 1163
RHS
50x20xl .6RHS, 250x1 50x9.0RHS
Square hollow
AS 1 163
SHS
20x20xl .6SHS, 250x250x9.0SHS
Cold-formed purlins
and girts
AS 1397
z
Structural decking
AS 1397
sections
SWB, SWC, LB,
SB, HB, PB, EB,
TB, SC, HP, BP
PLATE or PL
C
-
700SWB115, 350SWC197, 600LB60,
500PB158
16 DIA ROD or 100 RD
10 SQ, 40 SQ
250x150x16 PLATE
210010, 235030
C10010, C35030
Refer manufacturer's literature
NOTES:
Unless otherwise stated, dimensions are in millimetres.
2 Dimensions for the universal beam, universal column and cold-formed purlins are nominal dimensions.
For angles, thickness designation may not be actual thickness. Refer to appropriate material Standard for
sizes.
3 Mass in designation is to three significant figures but if mass is less than 10 kg/m, then two significant
figures are used.
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TABLE 3.5
BOLTING PROCEDURE DESIGNATION FOR COMMERCIAL AND HIGH
STRENGTH STRUCTURAL BOLTS
(SEE CLAUSE 3.3.4.2)
Bolting procedure designation
Bolt name
Standard
4.6/S (see Note 1)
Commercial
AS 1 1 1 1
8.8/S (see Note 2)
High strength structural
AS 1252
8.8/TF (see Note 3)
High strength structural
8.8/TB (see Note 3)
AS 1252
High strength structural
AS 1252
NOTES:
Bolting procedure 4.6/S refers to commercial bolts of property class 4.6 conforming to AS 1 1 1 1,
tightened using a standard wrench to a 'snug-tight' condition.
2
Bolting procedure designation 8.8/S refers to any bolt of property class 8.8, tightened using a standard
wrench to a 'snug-tight' condition.
3
Bolting procedure designations 8.8/TF and 8.8/TB (or 8.8/T when referring generally to both types of
bolt) refer specifically to high strength structural bolts of property class 8.8 conforming to AS 1252,
fully tensioned in a controlled manner to the requirements of AS 4100 and NZS 3404.
4
For further information, see Australian Institute of Steel Construction documents 'Bolting of Steel
Structures' and 'Standardized Structural Connections', and Hera Report R4-58 'Manual of Standard
Connection Details for Structural Steelwork'.
3.3.4.3 Shear studs
The representation of shear studs is shown in Figure 3.8.
FIGURE 3.8 REPRESENTATION OF SHEAR STUDS
(SEE CLAUSE 3.3.4.3)
3.3.4.4 Special fasteners
On design detail drawings, other fasteners such as masonry anchors, gun fixing or rivets
should be shown and fully specified.
Full details of such anchorages and fixings should be shown on shop detail drawings.
3.4 TIMBER
3.4.1 Design layout drawings
Structural elements shall be shown on design layout drawings by type A lines.
The drawings should clearly show the total structure including the disposition of members
and all dimensions necessary to define their position relative to each other and the total structure.
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Member sizes and identifying mark numbers should be shown, preferably by means of a
member schedule, or by designation immediately adjacent to the member on the drawing.
Connections should be indicated by type and designation of a standard connection where
possible. Standard connections shall be fully detailed in the design detail drawings unless
referenced to another source. Non-standard or special connections should be clearly
cross-referenced to the appropriate design detail drawing (see Clause 2.8).
3.4.2 Design detail drawings
The design detail drawings should communicate all of the designer's intentions with the
possible exception of items adequately covered in the general notes, specification or by a
standard detail or connection. These drawings should be set out so that all views represent
those seen when making the component.
Where a design detail, e.g. a truss, is symmetrical about the centre-line, one half only need
be detailed and annotated 'symmetrical about centre-line'.
Opposite-hand noting should be used with caution, and only if the component is
opposite-hand in all respects. The annotation for 'opposite hand' elements shall be noted
specifically in the same way as with symmetrical items, e.g.:
Truss, Mark T l -As shown
Truss, Mark T2-Opp. hand
General notes should be provided to(a)
give details of items such as stress grade of timber, whether seasoned or unseasoned;
(b)
whether sizes are nominal or minimum (see Note 2);
(c)
bolt sizes and grades;
(d)
surface treatment and protective coating; and
(e)
any special fasteners.
The drawings shall also include details of all connections, unless separate drawings are
prepared, or standard connection details are used.
NOTES:
1
For structural members, timber sections should be designated by the minimum sizes.
2
Some types of timber are ' scant cut', such that the nominal size includes the width of the
saw cut necessary to produce that size.
3.4.3 Conventional representation of timber
The representation of timber on design layout and design detail drawings shall comply with
AS 1 100.301, and Table 3.6.
The appropriate stress grade, joint group and durability class, as given in AS 1 720 and
NZS 3603, should be specified, rather than reference to specific species and grade names.
In special situations it may be necessary to nominate a particular species, in which case the
standard trade name and reference number should be used in accordance with
AS/NZS 1 148.
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AS/NZS 1100.501:2002
TABLE 3.6
CONVENTIONAL REPRESENTATION OF VIEWS AND SECTIONS OF
TIMBER MEMBERS
(SEE CLAUSE 3.4.3)
View or section
Solid timber
Round
Laminates or plys
Rectangular
Horizontal
End view
Cross�section
grain
I
Vertical
g r a in
3,4.4 Conventional representation of fasteners and connectors
The representation of fasteners and connectors on design layout and detail drawings shall be
in accordance with Tables 3.7 and 3.8 respectively. Detailed information shall be provided
by means of notes or detail drawings, indicating the size, number and location of fasteners
or connectors. Fasteners or connectors not shown in Tables 3.7 and 3.8 shall be drawn out
in detail on the design detail drawing concerned.
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TABLE 3.7
TIMBER - CONVENTIONAL REPRESENTATION OF FASTENERS
(SEE CLAUSE 3.4.4)
Conventional representation
Type of fastener
Nails
t----+ - - - - - +------!
Wood screws
Coach screws
Bolts
fl
+ + +
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AS/NZS 1100.501:2002
TABLE 3.8
TIMBER-CONVENTIONAL REPRESENTATION OF CONNECTORS
(SEE CLAUSE 3.4.4)
Type of connector
Conventional representation
Split ring
Shear plate
Circular toothed
(bulldog) connector
Nailplate
Toothed plate
connector
Glued connection
IgI
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3.5 MASONRY
3.5.1 Masonry drawings
A masonry drawing should clearly show the dimensions and shape of the structural element
or elements depicted. The type, size, shape, extent and location of any reinforcement shall
also be clearly shown.
NOTE: See also AS 3700 for information to be shown on drawings.
3.5.2 Conventional representation
The representation of masonry on drawings shall comply with AS 1100.30I.
Wall thicknesses should be designated by using the manufacturing dimension of the units or
appropriate multiples of it plus the appropriate number of 10 mm joints; e.g. 110, 230, 350
or 90, 140, 190, 290 mm.
3.5.3 Reinforcement
Drawings for reinforced masonry shall, as far as possible, follow the methods given in
Clause 3.2.
3.5.4 Special fasteners
Where masonry anchors are used to make a connection to masonry, the type of masonry
unit and fastener shall be specified.
NOTE: Some types of masonry are unsuitable for certain types of anchor. For example­
(a) extruded perforated bricks are unsuitable for expanding or chemical anchors; and
(b) hollow blocks are unsuitable for explosive powered fasteners and expanding or chemical
anchors.
3.5.5 Lintels
Concrete, steel and timber lintels shall be shown in accordance with Clauses 3.2, 3.3 and
3.4.
3.5.6 Loadbearing walls
Loadbearing masonry walls should be shown on structural drawings.
NOTES:
In a structural drawing, loadbearing walls in plan should be shown below concrete floors and
shown using a Type F line
2 Non-loadbearing walls are not generally shown in plan or section, but if shown, they should be
noted as such or shown with a compressible filler to the floor slab or beam.
3 Slip joints to concrete roofs should be shown using a Type A line.
3.5.7 Expansion joints
Expansion j oints shall be indicated with a Type A line.
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