CIVIL TECHNOLOGY: WOODWORKING
GRADE 12
NATIONAL SENIOR CERTIFICATE
MEMORANDUM
NOVEMBER 2020
INSTRUCTIONS FOR THE MARKERS
QUESTION 1: OHSA, SAFETY, MATERIALS, TOOLS, EQUIPMENT AND JOINING (GENERIC)
1.1
1.1.1 E (1)
1.1.2 C (1)
1.1.3 D (1)
1.1.4 H (1)
1.1.5 B (1)
1.1.6 F (1)
1.1.7 A/I (1)
1.1.8 G/K (1)
1.2 Galvanising:
1.3
1.4
1.5 Water-based paint:
1.6
1.6.1 Multi detector (1)
1.6.2 Care of the multi detector:
1.7
[20]
QUESTION 2: GRAPHICS AS MEANS OF COMMUNICATION (GENERIC)
NO. | QUESTION | ANSWER | MARKS |
1 | Identify the elevation in FIGURE A. | South Elevation | 1 |
2 | Describe the type of house that is indicated in FIGURE A. | Double-storey house/Building/Multi-storey building | 1 |
3 | Identify number 1. | Ridge Capping/Ridge tile/Ridge plate/Ridge | 1 |
4 | Identify number 3 | Fascia board | 1 |
5 | Identify number 4 | Overhang/Eave/Dimension line | 1 |
6 | Identify the fastener indicated by number 5. | Holder bat/Clamp/Clip | 1 |
7 | Identify number 6 | Window/Window frame/Casement/ Casement frame | 1 |
8 | Identify number 7 | Shoe/Down pipe outlet/ Spout | 1 |
9 | Identify number 8 | Natural ground level/NGL | 1 |
10 | What does DPM stand for, as indiccaatteedd in the notes? | Damp proof membrane | 1 |
11 | Identify number 10 | Built-in cupboard/BIC | 1 |
12 | Recommend a suitable material that can be used for the manufacturing of number 2 in FIGURE A. | Fibre cement/Galvanised sheeting/Sheet metal/Timber/Wood/Plastic/Fibre glass/Aluminium sheeting | 1 |
13 | Name the TWO elevations on which number 2 is installed. | West elevation East elevation | 2 |
14 | Describe the purpose of number 3. | The gutter is fixed against it. It finishes off the roof. Protect roofs/rafters from rainwater. | 1 |
15 | Deduce ONE feature that has been omitted from the elevation in FIGURE A. | Step missing at the door Sill missing at the window | 1 |
16 | Recommend any TWO sanitary fitments carrying waste-water, other than a bath, that can be installed in the room indicated by number 11. | Hand basin/Wash hand basin/Hand basin/Basin/WB/WHB/HB Shower/SH | 2 |
17 | What sanitary fixture carrying soil water can be installed in the room indicated by number 12? | Water closet/WC Bidet/BT | 1 |
18 | Describe the error that appears at number 6 in the elevation in FIGURE A. | The two side windows are opening to the wrong sides/No window sill/The window drawn in FIGURE A is not the same as that in the window schedule/Window opening. | 1 |
19 | State the reference code for this plan. | QP 4 - 2020 | 1 |
20 | Which room will number 13 serve? | Bedroom 2 | 1 |
21 | What does the line between numbers 13 and 14 represent? | Electrical wiring/cable/connection Wiring/Wiring from light switch to light/Shows which switch operates which electrical fitting | 1 |
22 | Differentiate between number 15 in FIGURE B and number 17 in the notes. | 15: Single tube fluorescent light/ 17: Double/ tube fluorescent light. 15: Will use less electricity/Watt than 17/ 15: Will provide less light than 17/ 15: Running cost will be cheaper than 17. 15: Has one tube/1 x 40 Watt. 17: Has two tubes/2 x 40 Watt. | 2 |
23 | Explain the installation of brick force from the top of the window to the wall plate, as indicated by the architect. | Brick force must be installed between every course above the window up to wall plate. | 1 |
24 | Recommend a possible finish for the outside walls of the house. | Face bricks Plaster and paint/Plaster/Paint/Plaster finish (Smooth finish/Splatter finish/Wavy finish/Bagging finish) Cladding/Tiling | 1 |
25 | Deduce from FIGURE 2 which elevation does NOT have windows. | East elevation | 1 |
26 | Deduce the thickness of the external wall from FIGURE 2. | 220 mm | 1 |
27 | Name a material that can be used to close the open sides of number 16. | Wood/Timber/Stainless steel/Mild steel/Steel/Aluminium/Glass/Perspex | 1 |
28 | Name the town in which the proposed dwelling will be build. | Cradock | 1 |
29 | Calculate the area of the bathroom. Show ALL calculations. Give your answer in m2. | ℓ x b ℓ x b = 2 m x 2 m OR 2 000 mm x 2 000 mm = 4 m² = 4 m² | 3 |
30 | Calculate the total length of the wall on the eastern side of the building. Show ALL calculations. The length must be indicated in metres. | 220 + 3 000 + 110 + 1 400 + 110 + 2 000 +220 = 7 060 mm = 7,06 m OR 220 + 3 000 + 110 + 3 510 + 220 = 7 060 mm = 7,06 m | 6 |
TOTAL | 40 |
QUESTION 3: CASEMENTS, CUPBOARDS, WALL-PANELLING AND QUANTITIES (SPECIFIC)
3.1 Give ONE term for the following descriptions:
3.1.1 Quadrant (1)
3.1.2 Mullion (1)
3.1.3 Putty (1)
3.1.4 Tongue-and –groove (1)
3.1.5 Top rail (1)
3.2
ASSESSMENT CRITERIA | MARK |
Rebate | 1 |
Drip groove | 1 |
Slope | 1 |
Correctness of drawing | 1 |
TOTAL: | 4 |
(4)
3.3
ASSESSMENT CRITERIA | CANDIDATE'S MARK | MARK |
Kick plate | 1 | |
Sides | 1 | |
Top rail | 1 | |
Bottom shelf | 1 | |
Top 32 mm thick | 1 | |
Top overhang 30 mm on either side | 1 | |
Middle shelf | 1 | |
Doors | 1 | |
Correctness of drawing | 1 | |
TOTAL: | 9 |
THE SIDES CAN ALSO BE INDICATED IN DARK LINES IF THE DOORS ARE FITTED BETWEEN THE SIDES
(9)
3.4
ASSESSMENT CRITERIA | MARK | CANDIDATE'S MARK |
Rough ground | 1 | |
Strip boards | 2 | |
Skirting | 1 | |
TOTAL: | 4 |
(4)
A | B | C | D | |
3.5.1 | LENGTH OF FASCIA BOARD NEEDED | |||
LENGTH OF THE ROOF | ||||
230 + 12 000 + 230 | ||||
= 12 460 mm | ||||
WIDTH OF THE ROOF | ||||
230 + 6 000 + 230 | ||||
= 6 460 mm | ||||
TOTAL LENGTH OF FASCIA BOARD NEEDED | ||||
2(12 460 + 6 460) | ||||
= 37 840 mm | ||||
OR | ||||
= 37,84 m(4) | ||||
3.5.2 | LENGTH OF SKIRTING NEEDED | |||
INSIDE LENGTH OF WALL | ||||
12 000 – 220 – 220 | ||||
= 11 560 mm | ||||
INSIDE WIDTH OF WALL | ||||
6 000 – 220 – 220 | ||||
= 5 560 mm | ||||
TOTAL LENGTH OF SKIRTING NEEDED | ||||
2(11 560 + 5560) - 10 000 (door opening) | ||||
= 24 240 mm | ||||
OR | ||||
= 24,24 m(4) |
[30]
QUESTION 4: ROOFS, CEILINGS, TOOLS AND EQUIPMENT, AND MATERIALS (SPECIFIC)
4.1
4.1.1 Belt sander/Portable belt sander (1)
4.1.2 If no personal safety equipment is worn:
4.1.3 Prevent machine from being damaged by:
4.2
4.2.1 Adjusting the height of the table of the thickness planer while in operation:
4.2.2
4.3 Different types of roof underlay:
4.3.1 Polypropylene/Plastic membrane (1)
4.3.2 Aluminium foil or any other fireproof material (1)
4.3.3 A synthetic/plastic membrane or metal waterproofing membrane (1)
4.4
ASSESSMENT CRITERIA | MARK |
Inclined roof on top | 1 |
Valley | 1 |
Inclined roof on left | 1 |
TOTAL: | 3 |
(3)
4.5 Eaves are closed because:
4.6 Fibre cement board is water resistant. (1)
4.7
4.7.1 Concrete roof tiles are:
4.7.2 Thatch roofs:
4.7.3 Corrugated roof sheeting:
4.8 The trapdoor framework must be secured to the:
4.9 Mechanical graded timber:
4.10 Timber must be preserved:
4.11
ASSESSMENT CRITERIA | MARK | CANDIDATE'S MARK |
220 mm walls with inside span of 4000 mm | 2 | |
Wall plates 114 x 38 mm | 2 | |
Tie beam 114 x 38 mm | 1 | |
Rafters 114 x 38 mm | 2 | |
King post 114 x 38 mm | 1 | |
Correctness of drawing | 1 | |
Application of scale: ONE or TWO incorrect = 3 THREE or FOUR incorrect = 2 More than FIVE incorrect = 1 NO measurements correct = 0 | 3 | |
TOTAL: | 12 |
(12)
[40]
QUESTION 5: CENTRING, FORMWORK, SHORING AND GRAPHICS AS MEANS OF COMMUNICATION (SPECIFIC)
5.1
5.2 An adjustable steel prop is preferred because…
5.3
5.3.1 Double flying shore/Flying shore/Raking shore (1)
5.3.2 A – Folding wedges:
Allow the raising or lowering of the dead shore to the required height. (1)
5.3.3 Steel dogs:
5.4
No | Mistakes in the construction of the dead shore | Possible solutions to rectify the mistakes |
1 | The needle is not secured by means of a steel dog | Secure with steel dog. |
2 | The dead shores have no soleplates. | Sole plates should be installed at the bottom of the dead shores |
3 | No folding wedges. | Folding wedges should be placed under the dead shores. |
4 | The needle do not rest properly on the dead shore on the right side | Move dead shore to the left and secure needle properly on dead shore |
5 | Needle is not level. | Set needle level. |
6 | No brace between the needle and the dead shore. | Secure a brace between the needle and dead shore. |
ANY TWO MISTAKES WITH THE CORRESPONDING SOLUTIONS OF THE ABOVE OR ANY OTHER
(4)
5.5 Differentiate between a couple roof truss and a collar-tie roof truss.
ASSESSMENT CRITERIA – COUPLE ROOF | MARK |
Walls | 1 |
Rafters | 1 |
Ridge beam | 1 |
Correctness of drawing | 1 |
TOTAL: | 4 |
ASSESSMENT CRITERIA – COLLAR-TIE ROOF | MARK |
Rafters | 1 |
Collar beam | 1 |
Ridge beam | 1 |
Correctness of drawing | 1 |
TOTAL: | 4 |
5.6
ASSESSMENT CRITERIA | MARK | CANDIDATE'S MARK |
Soffit/Shutter board | 1 | |
Bearer | 1 | |
Cross bearer | 1 | |
Prop | 1 | |
Folding wedges | 1 | |
Soleplate | 1 | |
Any TWO labels | 2 | |
Correctness of drawing | 1 | |
TOTAL: | 9 |
(9)
[30]
QUESTION 6: SUSPENDED FLOORS, STAIRCASES, IRONMONGERY, DOORS AND JOINING (SPECIFIC)
6.1
6.1.1 B (1)
6.1.2 A (1)
6.1.3 D (1)
6.1.4 C (1)
6.1.5 D (1)
6.2
6.3 The concrete base must be wider than the brick pier in order to distribute the
load imposed on it to the ground. (1)
6.4
(3)
6.5 Ant guards are made from galvanized steel so that it will not rust or corrode.(1)
6.6
6.7
ASSESSMENT CRITERIA | MARK |
Raised panels | 2 |
Lock rail | 1 |
Clearance/opening for shrinkage and expansion | 2 |
Correctness of drawing | 1 |
TOTAL | 6 |
(6)
6.8
6.9
ASSESSMENT CRITERIA | MARK |
Brace | 1 |
TOTAL: | 1 |
(1)
6.9.2
ASSESSMENT CRITERIA | MARK | CANDIDATE'S MARK |
V tongue and groove batten | 1 | |
Brace | 1 | |
Bottom rail | 1 | |
Hatching | 1 | |
Arrow indicating the style | 1 | |
TOTAL: | 5 |
(5)
6.10
ASSESSMENT CRITERIA | MARK |
110 mm wall | 1 |
Three treads on both sides of the landing | 2 |
Landing | 1 |
Handrail | 1 |
TWO newel posts | 2 |
Arrow – indicating the rise of the staircase | 1 |
TOTAL: | 8 |
(8)
[40]
TOTAL: 200