Assignment 1
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4004A
Subject
Mechanical Engineering
Date
Dec 6, 2023
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docx
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6
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Kan Chen
CPCCBC4004A
SID: 377108850
BUILDING SECTION Granville College of TAFE
Student
Name
Kan Chen
Student
Number
377108850
Qualification
Code
CPC40II0
Qualificati
on Name
and
Release
Number
Certificate IV in Building and
Construction (Building)
Release 7
Unit Code
CPCCBC4004A
Unit Name
Identify and produce
estimated costs for building
and construction projects
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where practical, for a period of 3 years (or in accordance with regulatory/licencing
requirements) after the completion of a student’s studies.
Summary of
Assessment
Tasks
Task
Satisfactory
Unsatisfactory
Assessment 1 of 3
Properties of Materials –
Domestic Steel Framing
☐
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Print Name:
Mersedeh Mousavi
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Date:
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outcome
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Page 1 of 6
Kan Chen
CPCCBC4004A
SID: 377108850
Assessment Instructions
Type
of
Assessment
An assignment is designed to assess the ability of a student to research
and answer specific questions related to the performance criteria.
Instructions for
Written
Assessment
Task
All submissions must be a student’s own work. If any evidence of
plagiarism is found, the student or students involved will automatically fail
this assessment.
Should a student receive a result of NC (not yet competent) in this
assessment, they will be given one chance to re-sit the assessment.
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I understand the purpose of this Assessment Task.
I have notified the assessor of any special needs to be considered during the
Assessment Task.
I have kept a copy of my work – if relevant.
I have read and understand the instructions for this assessment and
understand the penalties for late submission or non-submission of assessment
tasks.
I have been advised of the assessment requirements, have been made aware
of my rights and responsibilities as an assessment candidate, and choose to
be assessed at this time.
I declare that this assessment is my own work unless otherwise acknowledged
and is in accordance with
TAFE NSW Student Discipline Policy
.
Name:
Kan Chen
Signature:
Date:
Page 2 of 6
Kan Chen
CPCCBC4004A
SID: 377108850
CPCCBC4004A
Identify and Measure Material Quantities
Written Assessment Task 1
11 Mar 2021
Project: Proposed House at West Hoxton
Task: using the plan supplied of a typical slab on ground single storey brick veneer
residential cottage, complete the questions below.
This assessment is to be done using P10 quantity surveying paper.
Question:
Calculate the net (deduct openings) quantities required for each of the 3 categories
below
All answers are to include the appropriate measurement units, eg: m, m
2
etc
1.
Brickwork
*
brick dimension 230x110x76; 50 bricks per square meter
i.
110mm skins of face brickwork to the house
1.
South elevation: height 2440-260=2180; width 5390;
bedroom brick area=2.18x5.39=11.75m
2
,extra area:width 2400,
W5 area=1.78m
2
,brick for extra area=2.4x2.18-1.78=3.45 m
2
,
total south brick area = 11.75+3.45=
15.20m
2
2.
North elevation: total area=7.79x2.18=16.98m
2
; W2+W3+W4=
9.16m
2
, brick area = 16.98-9.16=
7.82 m
2
3.
East elevation: width 8990; total area = 8.99 x 2.18=19.60m
2
;
W1=0.72m
2
; brick area = 19.6-0.72=
18.88m
2
4.
West elevation: width 4190+4800=8990, total area =
8.99x2.18=19.6m
2
, D2 area = 1.93m
2
, W6 area = 5.54m
2
, brick
area = 19.6-1.93-5.54=
12.13m
2
5.
Total area: 15.2+7.82+18.88+12.13 = 54.03m
2
; taking 50
bricks/m
2
; roughly need 54.03x50=2701 bricks
6.
Extra 2 brick course for rebate edge beam: perimeter =
(2x7790)+(2x8990)=33.56m, brick length 0.23/brick, therefore
number required roughly = 33.56/0.23=146 bricks, 2 course ~
292 bricks for rebate
Page 3 of 6
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Kan Chen
CPCCBC4004A
SID: 377108850
7.
Total bricks for the house roughly: 2701 + 292 = 2993 bricks
ii.
230mm solid brick wall to the carport
1.
Carport wall length 5990, height same as house = 2440-
260=2180, wall area = 13.05m
2
, 50 bricks/m
2
therefore bricks
required = 13.05x50=652 bricks; double brick ~ 1304 bricks
2.
Concrete
i.
Concrete to the house slab only (exclude patio and concrete path)
1.
Edge beam Rebate 160, slab thickness 100, house slab has 2
sections from south to north
2.
Gross area = (7790-320)x(8990-320) = 64.76m
2
3.
Deduct area = 2400x4800=11.52m
2
4.
Total house slab area = 53.24m
2
5.
Volume of concreate = 53.24 x 0.1=
5.323m
3
ii.
Concrete to the house footing beams
1.
Edge beam width 300, height for main edge beam 240; hight
difference for edge beam and slab = 160-100=60; width
difference for edge beam and rebate = 300-160 = 140.
2.
Perimeter for edge beam = (7790x2)+(8990x2) = 33.56m
3.
Area edge beam major = 300 x 240 = 0.072m
2
4.
Area edge beam minor = 60 x 140 = 0.0084m
2
5.
Total edge beam area = 0.0804m
2
6.
Volume of edge beam = 0.0804 x 33.56 = 2.79m
3
iii.
Concrete to the carport slab
1.
Carport length 5990, width 3350, double brick rebate on 1 side
only 230, thickness 100, carport area = 5990 x (3350) = 20.07m
2
2.
Volume of concreate for carport slab = 20.07 x 0.1 = 2.007m
3
iv.
Concrete to the carport footing
1.
Footing only for the double brick rebate on 1 side of wall, width
300, height 400, length 5990
2.
Volume of concrete for carport footing = 300x400x5990 =
0.719m
3
v.
Concrete to the Patio
1.
Patio area length 1500, width 1170, step down 150 to concrete
path, patio thickness 250, concrete path thickness 100
2.
Patio Gross Area= 1500 x 1170 = 1.755m
2
3.
Patio Gross Volume = 1.755 x 250 =
0.438m
3
4.
Concreate path area = 1170 x 2650 = 3.1m
2
5.
Concreate Path Volume = 3.1x0.1 = 0.31m
3
6.
Concreate to Patio and path = 0.438+0.31 =
0.748m
3
Page 4 of 6
Kan Chen
CPCCBC4004A
SID: 377108850
3.
Reinforcement
i.
SL72 Reinforcing Mesh
* area of SL72 is 6x2.4=14.4m
2
, Used in house slab, carport slab, patio
slab (overlap 150 at step down), concrete path slab.
1.
Concreate path slab area = 1170 x 2650 = 3.1m
2
2.
Based on calculations from above total area = House slab (53.25
m
2
) + carport slab (20.07 m
2
) + patio area (1.755 m
2
) + stepdown
overlap area (150x2x1170) + concreate path (3.1 m
2
) = 78.21m
2
3.
Number of SL72 mesh needed = 78.21/14.4=5.36 or
6
mesh
ii.
N16 Reinforcing bars
* assume bar length 6m, used in footings of house edge beam (3
bottom), carport wall edge beam (top and bottom 3 each), the gap left
is 50, NO OVERLAPS
1.
Perimeter of house = (7790-100)x2+(8990-100)x2 = 33.16m
2.
N16 bars required = 3 x (33.16/6) =16.58 or
17
3.
Length of carport wall edge beam 5990-100 = 5.89m
4.
N16 bars required = 6 x (5.89/6) = 5.89 or 6
iii.
How many stirrups
*stirrups assume R6 at 500 cts, assume 1 stirrup is used every 500 for
both bottom bars only as well as top & bottom bars.
1.
Stirrup For perimeter of house edge beam from above = 33.16/0.5
= 66.32 or
67
2.
Stirrup for carport edge beam from above = 5.89/0.5 = 11.8 or
12
Page 5 of 6
Kan Chen
CPCCBC4004A
SID: 377108850
References:
*Concrete Specification
All concrete shall be ready mixed from an approved supplier at a minimum of
N25mPa. Concrete floor slabs shall be screened to falls or laid level and finished
with a power trowel. Slab is to be laid on a 50mm thick sand bed, levelled &
compacted. Waterproof membrane shall be 200um laid with lapped and taped joints.
Concrete shall be adequately cured. The vertical edges of the slab shall be formed to
provide a class 3 finish. Cover to all concrete is to be 50mm except for reinforcing
mesh, which is to be 25mm.
Window and door Schedule
Window Number
Window size (width x height
mm)
Area (m)
W1
1200x600
0.72
W2
1550x1030
1.5965
W3
1800x2100
3.78
W4
1800x2100
3.78
W5
850x2100
1.785
W6
2640x2100
5.544
Door Number
Door size (width x height mm)
Area
D1
2040x820x35 HCD
1.6728
D2
2100x920x40 SCD
1.932
D3
2040x820x35 HCD
1.6728
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