CIVIL TECHNOLOGY:CONSTRUCTION
GRADE 12
NATIONAL SENIOR CERTIFICATE EXAMINATIONS
MAY/JUNE 2021
QUESTION 1: OHSA, SAFETY, MATERIALS, TOOLS AND EQUIPMENT AND JOINING (GENERIC)
1.1
1.1.1 Paint ✓ (1)
1.1.2 Curing ✓ (1)
1.1.3 Electroplating ✓ (1)
1.1.4 Powder coating ✓ (1)
1.1.5 Galvanising ✓ (1)
1.2
1.2.1
1.2.2 A ✓
1.2.3
1.2.4
1.3
1.3.1 To determine:
1.3.2 If the base of the tripod is not set up wide enough:
1.4
1.5
1.5.1
1.5.2
1.6
1.6.1 Bolt ✓ (1)
1.6.2 Nut/Washer and nut ✓ (1)
1.6.3
QUESTION 2: GRAPHICS AS MEANS OF COMMUNICATION (GENERIC)
NO. | QUESTION | ANSWER | MARKS |
1 | Identify the type of plan in FIGURE 2. | Site plan ✓ | 1 |
2 | Deduce from the notes the brick force installation up to window height. | Every third course ✓ | 1 |
3 | Deduce the scale that is used for FIGURE 2. | 1 : 200 ✓ | 1 |
4 | Identify number 1. | Boundary line ✓ | 1 |
5 | Identify number 3. | Building line ✓ | 1 |
6 | Identify number 5. | Main sewer line/Sewer line ✓ | 1 |
7 | Identify number 7. | Entrance/Driveway ✓ | 1 |
8 | Identify number 8. | Municipal sewer connection/Municipal Manhole/Manhole ✓ | 1 |
9 | Identify number 9. | North/North symbol/direction/point ✓ | 1 |
10 | Name the item in the column for the notes in FIGURE 2 that must be installed in the bathroom. | Shower ✓ | 1 |
11 | Draw the electrical symbol as described in the column for the notes in FIGURE 2 | ✓✓ | 2 |
12 | Deduce from FIGURE 2 which company printed the building plan. | Henson Printers ✓ | 1 |
13 | Give the abbreviation for number 2. | RE ✓ | 1 |
14 | State the colour that you would use to indicate the new dwelling on the site plan. | Red ✓ | 1 |
15 | Deduce from FIGURE 2 why the new dwelling is to be built on a corner plot. |
| 1 |
16 | Deduce the plot number of the new dwelling illustrated in FIGURE 2. | 51 ✓ | 1 |
17 | Which elevation is the closest to Protea Street? | South elevation✓ | 1 |
18 | What is the plot number of the property on the western side of the dwelling? | 49 ✓ | 1 |
19 | Give the abbreviation for number 6. | MH ✓ | 1 |
20 | State the slope at which the main sewer line should be installed. | 1:40 ✓ | 1 |
21 | Describe what was done as revision 1. | Rectify dimension ✓ | 1 |
22 | Deduce the dimension fault on the total width of the dwelling. | 100/14 100/14 000 mm ✓ | 1 |
23 | State the project number for this plan. | GR 448 - 209 ✓ | 1 |
24 | What is the width of the pavement? | 1 500 mm or 1,5 m ✓ | 1 |
25 | How many branch pipes are indicated on the plan? | 5 ✓ | 1 |
26 | Explain the purpose of number 4. | To give access to the sewer line when blockages occur/or for inspection purposes. ✓ | 1 |
27 | In what SI unit are the dimensions indicated on the plan? | mm ✓ | 1 |
28 | Draw a neat freehand drawing of the top view of the symbol of a single kitchen sink, as indicated in the SANS/SABS Code of Practice for Building Drawings. | | 3 |
29 | Recommend TWO types of building materials that can be used to finish the area at number 7. | Bricks/Paving ✓ Tar ✓ Concrete slab/Gravel/Asphalt ANY TWO OF THE ABOVE | 2 |
30 | Calculate the total area of the plot. Give your answer in m². Show ALL calculations. | (35 m ✓ x 25 m ✓) = 875 m² ✓ OR (35 000 mm x 25 000 mm) = 875 m² | 3 |
31 | Calculate the distance between Number 1 and Number 3 on the north elevation. Show ALL calculations. | (10 000 mm ✓ - 3 000 mm ✓) = 7 000 ✓ mm ✓ OR (10 m - 3 m) = 7 m | 4 |
TOTAL | 40 |
QUESTION 3: ROOFS, STAIRCASES AND JOINING (SPECIFIC)
3.1
3.1.1 Galvanised ✓ (1)
3.1.2 Roof truss ✓ (1)
3.1.3 Nailed ✓ (1)
3.1.4 Both ✓ (1)
3.2
3.3 228 mm x 28 mm ✓ (1)
3.4 Hoop iron/Galvanised wire/Roof wire/Wire ✓ (1)
3.5 5 m ✓ (1)
3.6
3.7 Principles when designing a staircase:
3.7.1 Between 175 mm and 200 mm (any answer in between) ✓ (1)
3.7.2 250 mm ✓ (1)
3.7.3 4 days ✓ (1)
3.8
ASSESSMENT CRITERIA | MARK |
Correctness of drawing: | |
King post | 2 |
Rafter | 2 |
Tie beam | 2 |
Any TWO Labels with dimensions | 4 |
Application of scale: ONE or TWO incorrect = 3 THREE or FOUR incorrect = 2 More than FIVE incorrect = 1 | 3 |
TOTAL | 13 |
(13)
[30]
QUESTION 4: EXCAVATIONS, FORMWORK, TOOLS, EQUIPMENT AND MATERIALS (SPECIFIC)
4.1
4.1.1 D ✓ (1)
4.1.2 C/K/L ✓ (1)
4.1.3 E/F ✓ (1)
4.1.4 F ✓ (1)
4.1.5 B ✓ (1)
4.1.6 I/K ✓ (1)
4.1.7 A ✓ (1)
4.1.8 J ✓ (1)
4.2
4.2.1 Shuttering components:
4.2.2 Wheel stopper/Barricades/Stop logs/Hand signals/Mechanical signals ✓ (1)
4.2.3
4.2.4 Steps to prepare site after inspection:
4.2.5 Atmospheric hazards:
4.2.6 Provision must be made to exit the trench safely e.g. a ladder or scaffold. ✓ (1)
4.2.7
So that they do not endanger themselves or others. ✓
To avoid mistakes during excavations.
So that the workers will have the knowledge to do the
work correctly
ANY ONE OF THE ABOVE (1)
4.3
4.3.1 Soleplate/Sleeper ✓ (1)
4.3.2 Bearer ✓ (1)
4.3.3 Cleats ✓ (1)
4.3.4 To level/raise/lower/stabilise the formwork. ✓ (1)
4.3.5 Support the base shutter board of the concrete floor slab. ✓ (1)
4.4 Shuttering/Formwork for:
4.5 Uses of wedges in formwork:
4.6 42° ✓ (1)
4.7 Lining:
4.8 Pair of wedges/Folding wedges:
(2)
4.9
4.9.1 Exposes the operator to vibrations.✓ (1)
4.9.2 Numbness may occur ✓ (1)
4.9.3 If parts of the machine are not cleaned:
4.10 A thin layer of oil will prevent rusting. ✓ (1)
[40]
QUESTION 5: PLASTER AND SCREED, BRICKWORK AND GRAPHICS AS MEANS OF COMMUNICATION (SPECIFIC)
5.1 Plaster/Skimming plasters ✓ (1)
5.2 Water will make the mixture more workable. ✓ (1)
5.3 1:3 ✓ (1)
5.4 Screed types:
5.5 The screed will breakup or crack. ✓ (1)
5.6 5 mm ✓ (1)
5.7
5.7.1 Weep hole:
5.7.2 Position of the weep hole:
5.7.3 Butterfly pattern:
Double triangular pattern:
(4)
5.8 Paving methods:
5.9
ASSESSMENT CRITERIA | MARK |
Correctness of drawing: | |
Kerb course | 1 |
Edge course | 1 |
Paving brick | 1 |
TOTAL | 3 |
(3)
5.10
ASSESSMENT CRITERIA | MARK |
Correctness of drawing: | |
1st plan course | 3 |
2nd plan course | 3 |
Label: First plan course | 1 |
TOTAL | 7 |
(7)
5.11
ASSESSMENT CRITERIA | MARK |
Plaster + Symbol | 2 |
Quarter rounds | 2 |
Timber door frame | 2 |
Hatching | 1 |
TOTAL | 7 |
(7)
[30]
QUESTION 6: REINFORCEMENT IN CONCRETE, FOUNDATIONS, CONCRETE FLOORS AND QUANTITIES (SPECIFIC)
6.1
6.1.1 D ✓ (1)
6.1.2 B ✓ (1)
6.1.3 B ✓ (1)
6.1.4 B ✓ (1)
6.1.5 A ✓ (1)
6.2
(4)
6.3
ASSESSMENT CRITERIA | MARK |
Three-dimensional rib | 3 |
Reinforcement | 2 |
TOTAL | 5 |
OR
ASSESSMENT CRITERIA | MARK |
Three-dimensional rib | 3 |
Reinforcement | 2 |
TOTAL | 5 |
6.4
6.5
ASSESSMENT CRITERIA | MARK |
Correct placement of 4 bars | 1 |
Binder/Stirrups | 1 |
TOTAL | 2 |
ASSESSMENT CRITERIA | MARK |
Correct placement of 8 bars | 2 |
Binder/Stirrups | 2 |
TOTAL | 4 |
(6)
6.6
ASSESSMENT CRITERIA | MARK |
Anchor bar with 90°bend | 2 |
Stirrups/Binders | 1 |
Main bars with a round bend | 2 |
Any TWO labels | 2 |
Indicate minimum concrete cover | 2 |
TOTAL | 9 |
6.7
A | B | C | D |
Length of roof: | |||
= 6 500 mm ✓+ 2/150 mm ✓ | |||
= 6 800 mm ✓ | |||
OR | |||
= 150 mm + 6 500 mm + 150 mm | |||
= 6 800 mm | |||
Area of roof underlay required: | |||
When a candidate did not calculate the length of the roof but used the correct length 4 marks will be allocated for the correct substitution. | |||
2/ ✓ | 6,8 ✓ | ||
3,15 ✓ | 42,84 m² ✓ | ||
OR | |||
1/ ✓ | 6,8 ✓ | ||
6,3 ✓ | 42,84 m² ✓ | ||
Total length of facia board needed: | |||
2/ ✓ | 6,8 ✓ | 13,6 m ✓ |
(3)
[40]
TOTAL: 200