# Engineering Graphics and Design Grade 12 P1 2025 QP (Eng) > Grade 12 Engineering Graphics and Design Paper 1 question paper from the Eastern Cape Mock Exam 2025 (English), 6 pages. Read online or download the free PDF. - Page: https://www.hlayiso.com/library/egd-p1-sept-2025-eng-d-watermark/ebdc3e28-360f-4cc2-a11f-56dbea4a1dc5 - Updated: 2026-09-27 - Subject: Engineering Graphics and Design - Grade: Grade 12 - Language: English - Document type: Question paper - Year: 2025 - Exam period: Eastern Cape Mock Exam - Paper: 1 - Curriculum: CAPS - Pages: 6 Breadcrumbs: [Home](https://www.hlayiso.com/) › [Library](https://www.hlayiso.com/library) › [Grade 12](https://www.hlayiso.com/library/grade-12) › [Engineering Graphics and Design](https://www.hlayiso.com/library/grade-12/engineering-graphic-and-design) › [Engineering Graphics and Design Grade 12 P1 2025 QP (Eng)](https://www.hlayiso.com/library/egd-p1-sept-2025-eng-d-watermark/ebdc3e28-360f-4cc2-a11f-56dbea4a1dc5) ## About this document Engineering Graphic And Design · Grade 12 · Eastern Cape Mock Exam · 2025 · English. Question paper, 6 pages. Read online or download the PDF. Read it free online on the page above; download the PDF from there. ## Document text Text extracted from the PDF. Layout, diagrams and tables may not survive extraction. ### Page 1 INSTRUCTIONS AND INFORMATION FOR OFFICIAL USE ONLY MODERATED NATIONAL MARK SENIOR CERTIFICATE 1 2 3 4 GRADE 12 TOTAL 2 0 0 2 0 0 FINAL CONVERTED CHECKED BY MARK *GRDSE1* ENGINEERING GRAPHICS AND DESIGN P1 100 SEPTEMBER 2025 COMPLETE THE FOLLOWING: PREPARATORY EXAMINATION NAME NAME MARKS: 200 EXAMINATION CENTRE TIME: 3 hours This question paper consists of 6 pages. EXAMINATION CENTRE Copyright reserved Please turn over ### Page 2 Engineering graphics and design/P1 NSC EC/September 2025 QUESTION 1: ANALYTICAL (CIVIL) LAND SURVEYOR'S CERTIFICATE NOTE: SYMBOL LEGEND Contractors must verify all dimensions Given: OF THE BORDER LINE LENGTHS 1 2 000 mm LENGTH AND CORNER HEIGHTS OF and levels on the site before The site plan of an existing dairy stall with alterations of a new proposed deli on stand 2389, a title block and a table of PER CATTLE PANEL commencing work. Architects to be STAND 2389 questions. The drawing has not been prepared to the indicated scale. 1 800 mm HIGH notified immediately of any 2 SECURITY FENCING SURVEYED ON 2025-04-15 discrepancies. BORDERLINE Instructions: CORNER HEIGHTS IN Complete the table below by neatly answering the questions which refer to the accompanying drawing and title block. [28] 3 PIVOT- SINGLE LENGTHS IN TOWER METRES ARCHITECT'S SIGNATURE ................................... MILLIMETRES 4 INDIGENOUS TREE AB = 99 120 BC = 116 760 A = 613,5 B = 613 CLIENT'S SIGNATURE ................................... QUESTIONS ANSWERS CD = 92 960 C = 615 1 What is the name of the architect firm? 1 5 HEDGE SHRUB DA = 82 810 D = 615,5 ANSWER 17 SINGLE In the space below, draw in neat 6 SILO WITH 32 TON 2 On what date was the site plan printed? 1 FEEDING CAPACITY freehand, the front view and top view of the SANS 10143 graphical symbol for a WATER CLOSET. 3 What was the reason for the second revision of the site plan? 1 4 How many existing cattle pens are there on stand 2389? 1 STAND 2388 B In what colour should the existing dairy stall be presented on the Y STR EE T 5 siteplan? 1 EF ETI R 0 BL 180 6 How many cattle panels are used for cattle pen D and E? 1 EXISTING CATTLE STEEL PEN D 7 Name the feature at Y. 1 SECURITY SLIDING GATE 8 Name the feature at Z. 1 Z EXISTING CATTLE A VIS PEN E What is the purpose of the open space, in front of the dairy stall, on 9 1 ITO the site plan? RP EXISTING TURNING AREA ARK 10 What does the abbreviation RE stand for? 1 30 FOR MILK TANKER 517 CATTLE 4 PEN A ING 3 61 STAND 2389 11 What is the total feed storage capacity of the silos on stand 2389? 1 Add a steel security 2 2025-05-12 sliding gate Indicate the height of 12 Determine the diameter of the water reservoir, in meters. 2 800 BL 1 2025-04-22 the security fence REVISION DATE DESCRIPTION In relation to the north point, which elevation of the existing dairy 13 2 stall faces Retief street? MARITZ AND POTGIETER PROPOSED ARCHITECTS Determine the shortest distance from the dairy stall to the EXISTING 14 3 CATTLE NEW DELI 211 COMBRETUM ROAD borderline, AB, next to Retief street, in meters. PEN B HUMEWOOD, GQEBERHA Determine, in the space provided below (ANSWER 15) the total length of the cattle panels around 082 119 2678 15 3 cattle pen A, in meters. Show all calculations. 1800 BL EXISTING IE mp.architects@gmail.com RE IE Determine, in the space provided below (ANSWER 16), the total area of the existing dairy stall and DAIRY STALL PRINTED BY: DATE OF PRINT: 16 3 VIVID DESIGNS 2025-06-18 proposed new deli, on stand 2389, in square meters. Show all calculations and formula. DRAWING TITLE: In the space at the title panel (ANSWER 17), draw in neat freehand, the top view and front view of the SITE PLAN 17 4 PROPOSED SANS 10143 graphical symbol for a water closet. NEW CATTLE IEIE PROJECT: ANSWER 15 ANSWER 16 615 PEN C W RE NEW DELI PROPOSAL Show ALL calculations. Show ALL calculations. TOTAL 28 ON STAND 2389 FOR WATER 32400 MRS. D. VAN JAARSVELD RESERVOIR R 3570 Cnr. RETIEF STREET, PATENSIE 17500 900 BL TANK D C PROJECT NUMBER: DRAWING NUMBER: 31500 10-2025 KD-18/04-25 DATE: DRAWN: CHECKED: SCALE: SITE PLAN 2025-03-15 GEOFFREY CLARK 1 : 700 NAME SCALE 1 : 700 REFERENCE CODE: DRAWING NO.: 19300 SITE- 2389-25 1 of 4 NAME 2 Copyright reserved Please turn over ### Page 3 Engineering graphics and design/P1 NSC EC/September 2025 QUESTION 2: INTERPENETRATION AND DEVELOPMENT Given: x The complete top view and incomplete front view of a pentagonal pipe S with a square branch pipe T. The axes of both pipes lie in a common vertical plane. Instructions: Draw to scale 1 : 1, the following views of the two pipes: 2.1 The given top view. 2.2 The complete front view clearly showing the curve of the interpenetration. 2.3 The left view, which ONLY shows the main pipe S, which clearly shows the line of interpenetration between the two pipes. 2.4 Develop the surface of branch pipe T. x ALL hidden detail is required. x Show ALL necessary constructions. [35] 40 A T S 75 30 30° X Y 10 T 40 A S 45° ASSESSMENT CRITERIA 75 1 TOP VIEW 9 2 FRONT VIEW 11½ 3 LEFT VIEW 7½ 4 DEVELOPMENT 7 PENALTIES (-) TOTAL 35 NAME NAME 3 Copyright reserved Please turn over ### Page 4 Engineering graphics and design/P1 NSC EC/September 2025 QUESTION 3: PERSPECTIVE ASSESSMENT CRITERIA Given: 1 CONSTRUCTION + VP's 6 x Three views of a house with a hip and valley roof design and the information needed to draw a two-point perspective drawing. 2 WALLS + PORCH + STEP 18 PP − Picture plane 3 ROOF 4 HL − Horizon line WINDOWS + DOOR + WALL GL − Ground line 4 INSERT 9½ SP − Station point 5 ARCH + CONSTRUCTION 4½ Instructions: Complete the perspective drawing. PENALTIES (-) x Align the drawing sheet with the ground line (GL). TOTAL 42 x Determine and label the vanishing points. x Show ALL necessary construction. x NO hidden detail is required. [42] WINDOW DOOR WALL INSERT PP WALL INSERT HL HL DOOR WINDOW FFL FFL GL NAME SP NAME 4 Copyright reserved Please turn over ### Page 5 Engineering graphics and design/P1 NSC EC/September 2025 RIDGE COVER QUESTION 4: CIVIL DRAWING CONCRETE SLAB Ø100 mm RWDP THAT DOOR AND WINDOW SCHEDULE STOPS 100 mm ABOVE THE Given: FASCIA BOARD FINISHED FLOOR LEVEL x The incomplete south elevation of a new house, showing the TO FIT 600 20° GUTTER walls, windows and door openings, the steps and patios with pillars, the roof and notes. 1200 x The incomplete floor plan showing the walls, steps, patios with 400 600 pillars, position of the doors, windows, fixtures and the A electrical layout. 3050 A 2100 WINDOW 2180 x A schematic diagram of a single roof truss and roof notes. 950 A (W2) B x The incomplete foundation and external wall with dimensions. x A door and window schedule. WINDOW x A table of electrical symbols. WINDOW NOTES 150 x A table of roof components. (W1) A = OPENING SIDE INCOMPLETE SOUTH ELEVATION FINISHED FLOOR LEVEL B = FIXED PANEL GROUND LEVEL x Floor finishes. DOOR (D1) THICKNESS OF ALL RWDP x A table of sanitary fixtures. 1870 W1 FRAMES: 50 mm W2 x The incomplete floor plan, of a new house, drawn to scale WC 1 : 50, and the incomplete foundation and break lines for the WINDOW SILL: 750 180 x 20 mm 3 detailed section, drawn to scale 1 : 20, on page 6. D1 B A A 5 1700 FIBRE CEMENT 2 5 D1 B WINDOW SILL UNDER 1 B B S 1 Instructions: ALL WINDOWS WB D1 Answer this question on page 6. W1 4.1 Use the given incomplete floor plan, to draw, in first-angle WINDOW DOOR FRAME PROFIL: 3 11 (W3) 4 FLOOR FINISHES orthographic projection to scale 1 : 50, the following views of 50 50 the new house: 11 1. KITCHEN: TILES 80 A D1 2. BEDROOM: CARPET 4.1.1 THE COMPLETE FLOOR PLAN 5 1 2 3. BATHROOM: TILES Add the following features to the drawing: 1 80 6 D1 4. LIVING ROOM: WOOD x ALL doors and windows RWDP x ALL sanitary fixtures as indicated by the abbreviations FEATURES x ALL electrical fittings as indicated by the numbers ROOF COMPONENTS D1 DOORS W3 x ALL hatching detail W1 + W2 + W3 WINDOWS 300 A 4.1.2 THE COMPLETE SOUTH ELEVATION RIDGE COVER FIXTURES FLOORPLAN Show the following features on the drawing: S SINK SCALE 1 : 50 x The outside walls, door, step, patios with pillars and the 200 x 20 mm B BATH detailed windows. FASCIA BOARD WC TOILET WB WASH BASIN x The roof detail, including the fascia boards, ridge covers 150 x 100 GUTTER 250 1 X 250 x 100 mm LINTEL and gutters. ELECTRICAL FITTINGS CONCRETE SLAB ABOVE ALL DOOR AND x The finished floor level. ELECTRICAL SYMBOLS 1. ONE-WAY SWITCH - SINGLE-POLE WINDOW OPENINGS ROOF NOTES: 4.2 Using the given foundation and break line on page 6, 2. TWO-WAY SWITCH - SINGLE-POLE 20° ROOF PITCH draw, to scale 1 : 20 a DETAILED SECTION on cutting 3. SWITCHED SOCKET OUTLET 4. FLUORESCENT LIGHT 2 x 40 W 150 plane A-A of the area in the ellipse shown on the 114 x 38 mm ROOF TRUSSES ON 5. CEILING LIGHT 114 x 38 mm WALL PLATES incomplete floor plan. 6. WALL-MOUNTED LIGHT Show the following features on the drawing: W 300 mm ROOF OVERHANG TO THE END OF THE ROOF TRUSS x The complete foundation-, concrete slab-, external wall-, n x 40 W NOTE: lintel and door frame detail. THE ARROWS ON THE FLOOR PLAN SHOW ROOF COVER: 20 mm FIBRE CEMENT ROOF SHEETING x The step, with the pillar, to the west of the cutting plane 2520 THE LIGHT CONNECTION TO THE SWITCH. ON 75 x 50 mm PURLINS @ 900 mm c/c A-A SANITARY FIXTURES 2180 2100 200 x 20 mm FASCIA BOARD WITH 150 X 100 mm GUTTERS ON ALL x The roof detail, including the fascia board and gutter. SIDES AND A Ø100 mm RAINWATER DOWN-PIPE x ALL hatching detail. ONLY the substructure hatching 500 may be drawn in neat freehand. 400 10 mm CEILING BOARD ON 38 x 38 mm BRANDERING @ 400 mm c/c Label the following: 130 850 200 400 900 SCHEMATIC DIAGRAM OF x The south elevation. 750 ROOF TRUSS FOR ROOF x The floor finishes. 400 150 x Ground level and finished floor level (use the correct FLOOR LEVEL 200 300 c/c 230 GROUND LEVEL 900 abbreviations and show it on ALL the relevant views) 400 350 c/c NOTE: 600 200 400 900 700 ALL drawings must comply with the guidelines and graphical 500 200 c/c 900 symbols as contained in the SANS 10143. [95] 600 600 20° 1700 1200 DIMENSION GUIDE: 400 c/c 400 c/c 400 c/c WASH BASIN TOILET BATH SINK INCOMPLETE FOUNDATION AND (WB) (WC) (B) (S) EXTERNAL WALL DETAIL 5 Copyright reserved Please turn over Text truncated here. 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