Transcript Technical Graphics 2

GRAPHIC COMMUNICATION
TECHNICAL GRAPHICS 2
INFORMATION SHEETS
UNIT
SECTION NAME
SECTION
Technical Graphics 2
Sectional Drawing
Section A
Technical Graphics 2
Auxiliary Drawing
Section D
Technical Graphics 2
Location Drawing
Section E
Technical Graphics 2
Dimensional Tolerance
Section F
Technical Graphics 2
Types of Graphic Communication Section K
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ORTHOGRAHIC PROJECTION – SECTIONAL VIEWS
H O R IZ O N T A L
S E C T IO N P L A N E
V E R T IC A L
S E C T IO N
PLA NE
S E C T IO N A L V IE W O F S E G M E N T
(front part rem oved)
S E C T IO N A L P L A N O F S E G M E N T
(top rem oved)
B
B
PLAN
W EB CUT BY
S E C T IO N P L A N E
BUT NOT HATCHED
B
W EB
(rib)
S E C T IO N B B
B
E L E V A T IO N
P IC T O R IA L V IE W O F
S E C T IO N E D P A R T
Cutting planes should be indicated by long chain lines,
thickened at the ends and at changes of direction, thin
lines elsewhere, and should be designated by capital
letters. the direction of viewing is shown by arrows resting
on the cutting line.
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ORTHOGRAHIC PROJECTION – SECTIONAL VIEWS
Exceptions
Sections
S haft not hatched w hen
cut along its length.
H alf S ections
N ut and b olt as it w ould be
seen ex tern ally.
P art S ections
R evolved S ections
Sectioning is a process which should be used only to simplify
or clarify a drawing.
There are some engineering details that, if sectioned, loose
their identity or would create a wrong impression and these
items are never sectioned.
A list of these items is shown opposite.
For further information refer to:
BSI PP7308 Engineering Drawing Practice for Schools and
Colleges.
Second Revision 1986.
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Engineering details that do not show hatching when
sectioned.
Nuts and bolts
Studs
Screws
Shafts
Webs
Ball bearings and ball races
Roller bearings and other roller races
Keys
Pins
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In general, sections and sectional views should be hatched
but hatching is often omitted in industry to save time and
money. It is normal to use hatching in British Standards so it
is used throughout this course. Hatching is drawn with type
B lines, equally spaced at a well defined angle. In this
course the angle of hatching lines is 45°.
ORTHOGRAHIC PROJECTION – SECTIONAL VIEWS
Hatching
(a) Hatching separate areas.
(b) Hatching adjacent parts.
Spacing between hatching lines should preferably be not
less than 4mm apart. However, when hatching very small
areas this spacing should be reduced but never less than
1mm.
When hatching separated areas of a single component the
hatching lines should be in the same direction and with the
same spacing (see figure (a)).
(c) Hatching separated areas and
adjacent parts.
(d) Hatching large areas.
Where different sectioned parts meet on an assembly
drawing, the direction of hatching should normally be
reversed and staggered (see figure (b)). In cases where
hatching on adjacent parts must be at the same angle the
lines should be staggered and may be more closely spaced
(see figure (c)).
Hatching of large areas may be limited to that part of the
area which touch adjacent parts, or the outline of the large
part (see figure (d)).
(e) Section through thin material.
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Thin material in section may be filled in, in preference to
showing the material thickness out of scale and hatched.
When adjacent parts are thus shown a clear space
of not less than 1mm should be left between
them (see figure (e)).
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ORTHOGRAHIC PROJECTION – SUPPLEMENTARY VIEWS
Auxiliary Elevation Construction
Auxiliary Plan Construction
d atum
PLAN
PLAN
A
da
tu m
da
tu
m
A
d atum
E L E V A T IO N
E L E V A T IO N
1. Project from the plan, at the required angle (back
towards the direction of viewing, arrow A), where two or
more lines meet.
2. Draw a datum line at right angles to the projection lines.
(the ground line)
3. Transfer the heights from the common datum on the
elevation to the appropriate projection line on the new view.
4. Complete the view by firming up seen edges using bold
linetype.
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1. Project from the elevation all the points from where two or
more lines meet, (each corner), at the correct angle, (back
towards the viewpoint, arrow A).
2. Draw the datum (ground line) at right angles to the projection
lines.
3. Transfer the widths from the common datum on the plan onto
the appropriate projection line in the new view.
4. Complete the view by firming up seen edges using bold
linetype.
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LOCATION DRAWING
Introduction
r ic
kS
tre
et
E lr
ic k
Lo
an
El
K in
e
E lric k P lac
m un
ve
dy A
nue
Building drawings are produced to give information to a variety of
professional people who are involved in checking that the design
of a particular building or structure is in accordance with local
planning conditions, and to those builders/developers who have
the contracts for erecting the building or structure.
Many different types of drawings are required in a building
project. Three of the main drawings that make up the project set
of drawings are the: Block Plan (sometimes referred to as the
Site Location Drawing), the Site Plan and the Location Plan
(sometimes referred to as the Building Plan).
.
.
.
.
.
.
.
In d u strial
E state
P laying F ield
This drawing will include details such as roads and streets in the
immediate area, as well as their names, field boundaries, the
outline of other buildings in the area and the direction of north.
The main feature will be the outline plan of the proposed building
within the boundary of the site.
Note:
1. The outline of the plan of the building and the site boundary
are drawn with thick lines.
2. The plan of the building is shaded using hatching lines.
3. Existing buildings have medium line thickness.
4. All other lines are thin lines.
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k
ric
El
This type of drawing is made to enable the exact location of a
construction project to be defined in relation to its surroundings.
This information is generally taken from an Ordinance Survey
map and would commonly be drawn to a scale of 1:1250.
Lo
an
Block Plan (Site Location Drawing)
A lford R o ad
A 974
A lford R o ad
Block Plan
1:1250
Symbols and Abbreviations
Points North
Building in question
Road
.
Existing trees
New trees (planted)
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LOCATION DRAWING
Site Plan
M H (ex isting)
E lrick P lace
4.800
M H (ex isting)
MH1
MH2
MH3
MH4
1 7 .6 5 0
3 .2 5 0
RW P
RW P
K in m
RW P
N ote: A ll n ew d rain s 100
1 .0 0 0
p lo t 1
p lo t 2
p lo t3
p lo t 4
undy
A ve
1 7 .6 5 0
3 .2 5 0
nue
Information generally shown on a site plan includes:
1. The outline plan of the building drawn in thick lines, all
other lines are thin.
2. The dimensions give the exact position that the
building is to occupy within the site.
3. Drainage systems are shown.
4. North is indicated
5. Roads adjoining the site are shown.
6. Driveway and footpaths are shown.
M H (ex isting)
11.000
This type of drawing is made to show the exact position
of a building within its site boundaries. This information
shows the general layout of the site in relation to its
immediate surroundings.
Suitable scales for site plans are:
1:500
1:200
N ote: A ll n ew d rain s 100m m I/D
1 .0 0 0
Site Plan
1:200
Symbols and Abbreviations
MH
MH
RW P
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Basic dimension
(arrow heads at 45o)
Manhole (soil)
Manhole (surface water)
I/D
Inside
In
sid e D diameter
iam eter
Rainwater pipe
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LOCATION DRAWING
300
1.000
1.300
500
950
1.250
650
1.650
WC
2.400
1.150 300
EN TRA N CE HALL
850
1.000
CBD
600
400
100
1.000
1.150
1.200
1.200
900
K IT C H E N
1.000
11.000
3.100
1.900
Suitable scales for location plans are:
1:200
1:100
1:50
750
This type of drawing is made to show the general arrangements
of the building showing the interior. Rooms, stairs windows,
doors, cupboards etc. are shown.
If the purpose of this drawing is for showing the layout of space
only, you may not see dimensions. You may see on occasion
construction details of the building.
2.100
Location Plan (Building Plan)
L IV IN G /D IN IN G R O O M
1.000
1.750
650
P A T IO
350
2.300
600
1.000
250
950
2.000
800
2.250
Location Plan
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ORTHOGRAHIC PROJECTION – DIMENSIONAL TOLERANCING
Introduction
British Standards are accepted as national guidelines in the
industrial and commercial world. They define standards for
technical criteria, manufacturing, and health and safety. British
Standards assist in the reduction of unnecessary product variety,
simplify and rationalise manufacturing processes and encourage
interchange ability.
They also make communication between professional people
effective, since everybody can speak the same technical
language.
The topic tolerancing has a very important part to play where
British standards are concerned.
B asic len g th 1 0 m m
T o leran ce ± 0 .5 m m
What is a Dimensional tolerance?
When manufacturing or constructing an item it is virtually
impossible to achieve precisely the required size of the item. The
error permissible in manufacture is called the tolerance - this is
normally given on the drawing of the item. Tolerances which
affect the size of an object or features on it are referred to as
dimensional tolerances. They are also used to tolerance the size
of locating features on an item or one item in relation to another.
Part of Plastic Pen Clip
For example, the required length (or basic length) of part of a
plastic pen clip, shown opposite, is 10mm. This size could vary,
however, between 9.5mm and 10.5mm and still fit in the slot
provided for it on the pen. A tolerance of 1mm, normally stated
as ± 0.5mm, could therefore be applied to this dimension without
affecting the function of the part. The length of this part of the clip
could then be manufactured to any size between 9.5mm and
10.5mm and still be acceptable.
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ORTHOGRAHIC PROJECTION – DIMENSIONAL TOLERANCING
The Need for Dimensional Tolerances
In a manufacturing or construction situation it is never possible to make an item to a precise dimension with absolute
accuracy due to inaccuracies introduced through the manufacturing and construction process. This would not be a
major problem if:
i. each part did not interface or interact with any other part; or
ii. the time and resources were available to further work each part until it interfaced as desired with mating parts.
In reality these conditions are rarely met, or are they desirable. Modern technological advancement, mass production
and the drive towards ever higher levels of productivity has led to increased demand for manufacturing accuracy. This
can only be achieved through the appropriate use of tolerances.
For example the accuracy with which a door hinge is manufactured will affect the ease of movement of the hinge - in
other words it can be too tight or too slack. By specifying appropriate dimensional tolerances for the hinge the "feel" of
the hinge can be controlled without requiring time consuming fitting and adjustment - parts not made to the required
tolerances either being rejected as scrap or reworked.
The European aerospace industry provides excellent examples of how technological and political progress has
dictated an ever increasing need for accuracy. The Airbus, for example, is made of parts (wings, fuselage, tail section
etc) made in various European countries before being shipped to France for assembly. Without tolerances the
successful assembly of such a complex piece of machinery would not be possible.
There is a similar need for tolerances in the construction industry, for example large power station cooling towers
100m or so in diameter, may have a shell thickness of only 100 or 120mm. Obviously very careful attention must be
made to tolerances to ensure successful construction. On the other hand building tolerances are sometimes
specified to allow for adjustment during construction, especially when the precise size of a mating part is not known for example when a new building is being erected against the party wall of an existing house, the latter may not be
plumb or square.
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ORTHOGRAHIC PROJECTION – DIMENSIONAL TOLERANCING
The Use of Dimensional Tolerances.
Tolerances are used in both the engineering and construction industries to specify limits on sizes and location on products
as diverse as motorway flyovers, oil tankers, motor cars and digital watches.
Tolerancing information is normally provided on manufacturing and construction drawings. It may be applied to:
i. dimensions on single part manufacturing and construction drawings providing the maximum permissible variation of :a. size of the item and features on it, and
b. location of features, such as hole centres;
ii. dimensions on assembly drawings giving the maximum permissible variation of dimensions of assembled components.
Note-only dimensions crucial to the assembly and functionality of the assembled item are normally shown on assembly
drawings.
iii. dimensions on site and floor plans giving the maximum permissible variation in size and location of features.
In practice, all dimensions on manufacturing and construction drawings are subject to tolerances. A distinction must be
made, however, between functional and non functional dimensions which affects how and/or whether the tolerance is
represented on a drawing.
Functional dimensions are those which affect directly the functionality and interchange ability of parts e.g., the diameter
of a bicycle seat pin which must fit into a hole on the bicycle frame. These dimensions may also be referred to as critical
dimensions.
Non-functional dimensions are those which do not directly affect either of the above but may be selected to meet other
criteria such as appearance and strength e.g., the internal diameter of a bicycle seat pin or the exterior surface of a
computer casing.
Much greater emphasis is paid to the selection of tolerances on functional dimensions as they have a far greater
affect on the assembly and final performance of the product. This distinction can affect the way that tolerancing
information is provided. Normally the tolerance for a functional dimension is less than that of a non functional
dimension.
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ORTHOGRAHIC PROJECTION – DIMENSIONAL TOLERANCING
The Selection of Dimensional Tolerances
Some factors influencing the selection of tolerances are;
1. Method of manufacture - the capability and accuracy of the manufacturing process eg., the tolerance on a cast engine
block will be much wider than that of the accurately machined bore.
2. The size of the item - for a given quality of accuracy, the tolerance usually increases with size eg., compare a watch
spindle with the steel structure of an office block.
3. Allowable cost of the item - the smaller the tolerance the higher the cost of producing it.
4. Desired quality - high quality products tend to be made to narrower tolerances.
5. Material characteristics - e.g., on a product subjected to temperature, tolerances may be selected to allow parts to
expand without affecting performance, e.g., washing machines and dishwashers which may be subjected to temperature
variations of up to 80°C during wash cycles.
6. Interfaces - very often tolerance selection is dependent on interface requirements between adjacent parts of a product.
This is particularly so in the case of functional dimensions. For example, parts which go together to form a particular fit eg.,
a tight non moving fit or a loose fit between moving parts, are selected in accordance with standard classes of ISO fits as
defined in BS4500 (knowledge of the content of this BS is not required for this course).
When several parts are fitted together the combined total tolerance of the assembly may exceed that required for the
correct performance - careful consideration of the design and tolerances can eliminate such problems.
7. Standards - as noted above, standard classes of tolerances and fit are defined in BS4500. The tolerances on many
engineering and construction materials are specified in British Standards e.g., structural steel sections. Guidance
on the selection of reasonable tolerances is given in BS5606 and ISO3443. BS5606:1978 provides details of
permitted tolerances on construction materials.
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ORTHOGRAHIC PROJECTION – DIMENSIONAL TOLERANCING
The Application of Dimensional Tolerances
The following provides details of the method of application of dimensional tolerances. Reference should
also be made to PP7308:1986 Engineering Drawing Practice for Schools and Colleges Section 14.
Engineering Drawings;
Tolerances may be represented in two ways,
1. By providing information in the form of a note on the drawing.
For example;
TOLERANCES UNLESS OTHERWISE STATED
LINEAR ±0.5 ANGULAR ±0°30'
This method normally applies to non functional dimensions.
Such a note is usually included as part of the drawing title block. These tolerances are often referred to as
'general tolerances‘.
2. By providing tolerancing information on individual dimensions.
The methods to be used indicate tolerances on individual dimensions are as shown below.
Linear Dimensions
a) Recommended method
45.3
49.6
The larger limit of size is placed above
the smaller and both are given to the
same number of decimal places.
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b) Alternative method
+ 0.3
4 5 -0.4
The basic size plus the tolerance band
is given. A symmetrical tolerance band
may be indicated as follows: ±0.5
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ORTHOGRAHIC PROJECTION – DIMENSIONAL TOLERANCING
The Selection of Dimensional Tolerances (continued)
Angular Dimensions:
a)
b)
c)
9 0°± 0.1°
4 5°30'
4 5°0'
0
2 0° -0.5°
Functional and other tolerances which differ from the general tolerance are shown on drawings in this manner. These
tolerances are often referred to as 'specific tolerances'.
Both general and specific tolerances appear on the same drawing as shown in figure 2 on the next page. Further
examples of the application of dimensional tolerances are included in PP7308.
Construction Drawings
In construction drawing it is not normal practice to specify tolerances on drawings - they are normally given in the text
of a specification. Tolerances applying to critical dimensions, however, can be given prominence by indicating them on
a drawing.
A tolerance should be indicated by means of permitted deviations of equal value from the basic size, for example, ±10,
but exceptionally of unequal value, for example, +10,-30.
+ 10
1 250 - 30
7 60 ± 10
a) Symmetrical tolerance
b) Asymmetrical tolerance
Tolerances on size and location: Tolerances on size and location dimensions should be indicated by permitted
deviations from the basic size shown in figure 1 on the next page. The unit used for permitted deviations
should be that used for the basic size. Where the unit is the millimetre the abbreviation mm should be omitted.
Tolerance values that are typed should be given in the fashion ±10 or (+10,-10).
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ORTHOGRAHIC PROJECTION – DIMENSIONAL TOLERANCING
The Selection of Dimensional Tolerances (continued)
+ 10
1 1 3 5 -30
Plan of column centre-line to a reference line:
Figure 1: Example of tolerances on location dimensions
Repetitive tolerances: To avoid repetition, tolerances on critical dimensions that are repeated more than once need only be
indicated once e.g., in the notes column on a drawing or beside the caption to the relevant detail.
A
56
80
Ø 16.43
16.16
28
44
12
18
12
A
S E C T IO N A A
P R O JE C T IO N
D IM E N S IO N S IN m m
T O L E R A N C E S U N L E S S O T H E R W IS E S T A T E D
T IT L E
B E A R IN G B L O C K
O R IG IN A L S C A L E
L IN E A R ± 0 .5 A N G U L A R ± 0°30'
DRG
NO.
1 :1
Figure 2 : Specific and General Tolerance
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TYPES OF GRAPHIC COMMUNICATION – THE 3P’s
Graphic Communication in Industry and Commerce
Introduction
As industry becomes increasingly international the
ability to use graphics to break down language barriers
will become even more important as a form of
communication.
The complexities of modern industry and commerce
demand that employees must have enhanced skills in
making sense of and communicating information. It is of
vital importance for companies, to be successful, that
they convey, market, advertise, sell their products or
information to the ordinary person.
Whether the industry is in engineering, construction,
consumer or the business field, the design of the product
whether the end product may be a component for a
machine, a new style of jacket or the pages of a magazine,
the process from concept to reality will follow a cycle
similar to the one outlined above.
Within the complete design cycle the type of graphics
required, to produce a product, falls into 3 main
categories;
Preliminary, Production and Promotional graphics.
The Design Cycle
D E S IG N
p ro d u c t d e s ig n
id e a re fin e m e n t
p ro d u c tio n d e s ig n
s p e c ific a tio n
ID E A /C O N C E P T
M ANUFACTURE
p re s e n ta tio n o f g o o d s
m a rk e t re s e a rc h
o rd e rs /m a rk e tin g
id e n tifie d n e e d s
CUSTOM ER
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TYPES OF GRAPHIC COMMUNICATION – THE 3P’s
Preliminary, Production and Promotional graphics.
Preliminary Graphics
Preliminary drawings are the initial graphical and written material which are used in the analysis and planning stages of
the design process. These are mainly quick-fire two and three dimensional sketches e.g., investigative sketches,
storyboards, planning charts and diagrams, roughs on promotional, market research. Some rendering technique may be
used where appropriate e.g., to highlight features or clarify ideas.
Production Graphics
Production drawings generally provide precise information about the manufacture or construction of products or projects.
The graphics provided here are likely to be mainly in the form of orthographic, exploded, assembly, location, construction,
service/installation, instructional information, charts and diagrams or dimensioned views. These may be produced using
manual or computer aided techniques.
Promotional Graphics
Promotional drawings are illustrative graphics and written material which will bring peoples' attention to or highlight
specific features/aspects of a product or system.
These may used for sales promotion, technical promotions/illustrations, product enhancement, product identification,
display of information. These illustrations and presentation techniques may be done manually using a variety of media, or
by computer e.g., CAD, DTP, CAG.
Within the design cycle it is possible to identify preliminary , production and promotional phases of a project. However
each activity within the design cycle is not independent, they are very much linked to what has gone before and what
happens next. Each activity within the cycle may have its own preliminary, production and promotional phases, for
example, promotion could be 'selling' an idea for solving a production problem to fellow team members or initiating product
development through the presentation of the results of market research.
Throughout the design cycle, graphic communication is part of a consultative, collaborative and informative process.
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Promotional
Production
Preliminary
TYPES OF GRAPHIC COMMUNICATION – THE 3P’s
Types of Graphic Communication
The tabulated information shown opposite illustrates typical types of graphic communication used in the consumer,
engineering and construction industries.
For convenience they have been grouped to show the preliminary, production and promotional use of graphics.
Whilst planning is highlighted in a number of areas, it should be noted that planning is an integral part of each stage.
This list should not be regarded as definitive (complete).
Consumer
Engineer
Advertising
Packaging
Graphic Design
Fashion
Market research charts
Layouts
Conceptual sketching
Planning diagrams (flow & gantt charts)
Model (CAG and manual)
Storyboards
Planning diagrams (flow & gantt charts)
Manufacturing drawings (cutting patterns,
developments)
Proofs, camera ready
Chemical
Electrical
Mechanical
Production
Market research charts
Layouts
Conceptual sketching
Planning diagrams (flow & gantt charts)
Model (CAG and manual)
Diagrams (logic, block)
Planning diagrams (flow & gantt charts)
Manufacturing drawings (component, assembly,
general arrangement, and installation drawings)
Jig and tool drawings
Diagrams (circuit, wiring, electrical & pneumatic)
Parts lists and drawing lists
Illustrations
Presentations
Displays
Models
Charts/graphs
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Construction
Architecture
Building
Civil
Environmental
Market research charts
Layouts
Conceptual sketching
Planning diagrams (flow & gantt charts)
Model (CAG and manual)
Site plans and surveys
Planning diagrams (flow & gantt charts)
Construction drawings (building & structural
drawings)
Survey drawings
Site, block & floor plans
Diagrams (plumbing, drainage, electrical & heating)
Planning authority & building warrant drawings
Illustrations
Illustrations
Presentations
Presentations
Displays
Displays
Models
Models
Charts/graphs
Charts/graphs
User drawings (assembly, installation & maintenance Perspectives
House Plans
Brochures
Title plans
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TYPES OF GRAPHIC COMMUNICATION – THE 3P’s
The Structure of a Company
M a n a g in g D ire c to r
The table opposite shows the outline of what
is a typical company structure.
The outline of some of the departments can
be seen. The number of tiers below managing
director to each department will vary greatly
depending on the size of a particular
company. Larger companies will more than
likely have a number of layers of senior
management below the MD.
This table is a simple outline of a company
structure. In reality each department may be
made up of smaller sections (mini depts).
These departments and sections will not
operate independently of one another. They
each need to communicate closely with one
another for the company to operate smoothly
and efficiently.
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D e p a rtm e n t
Head
D e p a rtm e n t
Head
D e s ig n
S a le s & M a rk e tin g
M a n u fa c tu re
A d m in is tra tio n
C o n tin u o u s m o n ito rin g o f ca sh
flo w , re so u rce s a n d tim e sca le s
th ro u g h th e p ro je ct.
P R E L IM IN A R Y
F re e h a n d co n ce p tu a l
sk e tch e s (2 D /3 D ) o f p o ssib le
d e sig n s - in cre a sin g in
co m p le xity a s d e sig n
p ro g re sse s.S ca le la yo u ts in
2 D & 3 D o f so lu tio n s
id e n tifyin g co m p o n e n t p a rts,
m a te ria ls, e tc.
C o n trib u tio n to p ro je ct
S ta tistica l d a ta fro m m a rk e t
m a n a g e m e n t ch a rts. In itia l
p la ce a n a lyse d & re p re se n te d
p re p a ra tio n fo r m a n u fa ctu re
in fo rm o f g ra p h /ch a rt fo r e a se
re la tin g to p ro d u ct
in te rp re ta tio n .
d e ve lo p m e n t.
S yste m s sk e tch e d /d ra w n
u sin g a p p ro p ria te
d ia g ra m m a tic re p re se n ta tio n s
e .g . b lo ck & lo g ic d ia g ra m s.
C o n ce p ts m a y b e m o d e lle d in
w o o d , cla y e tc., o r b y C A D .
P R O D U C T IO N
From the table you can see the use of a
particular type of graphic, whether the graphic
is a preliminary, production or a promotional
graphic. You can also see how the
administration of the company links in.
D e p a rtm e n t
Head
P la n n in g d ia g ra m s p ro d u ce d
b y p ro je ct m a n a g e m e n t.
D ra w in g se ts o f co m p le te d
p ro d u ct g ivin g d e ta ile d
m a n u fa ctu rin g in fo rm a tio n . A ll
d ra w in g s n u m b e re d a n d
m o d ifica tio n s re co rd e d .
P la n n in g fo r m a n u fa ctu re .
C o m p o n e n t, a sse m b ly &
g e n e ra l a rra n g e m e n t
d ra w in g s.
O rth o g ra p h ic d ra w in g s o f jig s
a n d fixtu re s p ro d u ce d .
D ra w in g s p ro d u ce d to
B S /co m p a n y sta n d a rd s.
C o n trib u tio n s to p ro je ct
m a n a g e m e n t ch a rts.
In sta lla tio n d ra w in g s.
P R O M O T IO N A L
Within each department there will also he a
hierarchical structure ranging from the head
of the department downward, with specialist
staff members having a particular expertise
and responsibility, down to the ancillary staff.
D e p a rtm e n t
Head
F e e d b a ck fro m cu sto m e rs m a y re q u ire d ra w in g
m o d ifica tio n s
S a le s lite ra tu re co n ta in in g
illu stra tio n s, p h o to g ra p h s &
d ia g ra m s.
M a y in clu d e vid e o s & sca le
m o d e ls.
T e ch n ica l illu stra tio n s
/cu ta w a ys/e xp lo d e d vie w s fo r
m a n u a ls.
graphic communication @ st aidans high
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