Multi Disciplinary Drafting Course_Portfolio_2018

CTU PORTFOLIO Multi - Discipline Course Stefan van Heerden

TABLE OF CONTENTS Civil House Mechanical Assembly

Civil House Project

Window Schedule Type

Height

4x2 and 2x2 4x2 and 1219 2x2 6x3 and 2x3 6x3 and 2x3 6x3 and 2x3 6x3 and 2x3 6x3 and 2x3 6x3 and 2x3

1600

914

1600

914

1600

914

1600

914

1600

914

1

1

1

1

150

2051

953

150

2051

953

150

2051

953

0

2051

953

0

2051

953

150

2051

953

0

2051

953

0

2051

953

150

Count 1

1 1 1

Type

Height

2_panel_eyebrow_do or_36quotx80quot_1 5803 2500mm Wide 5000mm Wide Custom_Double_Pan el_Glass_Door_1504 5 (1)

2051

2100 2200 2134

Width 953

2500 5000 914

Sill Height

Name

Area

915 915

150 Abertura_de_Vo_Paramtrica_14646 Abertura_d 1300 e_Vo_Para mtrica_146 46 Abertura_d 1300 e_Vo_Para mtrica_146 46 Abertura_d 1300 e_Vo_Para mtrica_146 46

0 0 0

610

914

2230

1930

914

610

1

953

Sill Height

610

1330

1

2051

Width

610

406

1830

1

Height

610

2438

2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803 2_panel_eyebrow_do or_36quotx80quot_1 5803

1

406

2210

1

Type

406 406

610

610

1830 1220

2100

2200

2153

2700

2210

610

915 915

Window Legend Door Legend 1 : 50

1 : 100

610

610

2500

5000

1156

1830

4000

1220

1930

1981

Width

1300

1300

1300

1300

1300

Abertura_de_Vo_Paramtrica_14646 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2 Abertura_d 2200 e_Vo_Para mtrica_146 46 2

406

0915 x 1830mm 0915 x 1830 1830mm 0915 x 1830 1830mm

Room Schedule

1829

Count

Door Schedule

Height

406

1220

Door Schedule

Abertura_d e_Vo_Para mtrica_146 46 Abertura_d e_Vo_Para mtrica_146 46 Abertura_d e_Vo_Para mtrica_146 46 Abertura_d e_Vo_Para mtrica_146 46 Abertura_d e_Vo_Para mtrica_146 46

406

0610 x 1830mm 0610 x 1830 1830mm 0610 x 1830 1830mm 0610 x 1830 1830mm

{3D}

Type

610

0406 x 0610mm 0406 x 610 0610mm 0406 x 610 0610mm 0406 x 610 0610mm 0406 x 610 0610mm

1

Window Schedule Width

915

B A

N

1 2 3 19

4 10

20

14

900

5

mm

15

UP

2

on

3 4 5

6

11

23

O SE DB

ING

---

WOOD FLOORING

8 7

1

10

20 10 9

EXP

ENC AS F

-

9

14 13 12 11 SPIRAL STAIRCASE

ti nnec er co t sew

ACT

6

WOOD FLOORING

s neare the

S TO

5

7 8

fall to

ING RAIL

4

s

to Pipe age Sew

mm

3

6

mm 100

900

2

S LING RAI

1

6

ING

VER SO EAM

PA V

16

T POR CAR

18

18

E GAT ICLE E VEH RANC ENT

11

to Pipe age Sew mm 100 ection conn

fall to

est near the

PAVING TAIN CUR

WA

LL

er sew

---

B A

Ground Floor Plan Scale 1:100

B A 1

RI UNDA E BO S IT

mm 100

to Pipe age Sew

clos

est s

ES

x 0 t o 01 ow hamferB Box02 Line01 pill C blanke

PET C AR

on necti r con ewe WC

TILE

B

24

S B

1

TILE

S

BIC

20

BIC

21 S

TILE

WC

PET C AR

BIC B

21

PET C AR

PET C AR BIC

BIC

14

13

12

DN

11 10

SPIRAL STAIRCASE

9 8

UP

1 3

PET C AR

11

7 2

6 4

5

BIC

DOUBLE VOLUME

---

PET C AR BIC

11

S RIE UNDA E BO SIT

mm 100

Pipe age Sew

sest to clo

cti nne er co se w

on

B A ---

First Floor Plan Scale 1:100

Room Legend No colors defined

B

32m2 42m2

A 1 2 3 SITE

4

ES DARI BOUN

5 6 1

7 8 23 O EXP

SED

F TR ROO

U

VER SO EAM SS/B

9 14

13

12

DN

19

20

11 10

10

9 8 1

1 7

19

11

7 2

WOOD FLOORING

3

6 4

5

GLASS

11 SITE

ES DARI BOUN

2 7

First Floor Plan Scale 1:100

CHARCOAL GORRUGATED ROOF AT 5 DEGREE PITCH PLASTER AND PAINT

CHARCOAL GORRUGATED ROOF AT 5 DEGREE PITCH

PLASTER AND PAINT

PLASTER AND PAINT

PLASTER AND PAINT

FLAT TILE ROOF

PLASTER AND PAINT

RAILINGS

PLASTER AND PAINT

CURTAIN WALL RAILINGS

RETAINING WALL

1

1

East

North 1 : 100

1 : 100

PLASTER AND PAINT GLASS GLASS

PLASTER AND PAINT

PLASTER AND PAINT

GATE CURTAIN WALL

RAILING/FENCING

RAILINGS

2

West 1 : 100

2

South 1 : 100

3 0 156

4 0 156

5 0 156

3617

747

1 156

47 47 7

0 312

9 155

00 156

7

747

747

0 156

747

0 312

9

0 228

747

747

0 312

0 156

747

10

747

747

00 156

11 0 156

11

0 166 0 156

747

8

0 178

747

747

0 312

751

749

740

748

747

740

LEVEL 2

0 700 5 901

0 140 0 140 0 140 902 902 902

6

1 : 100 1 : 100

A A

0 140 0 140 5 409 902 902 902 902 902

2 0 156

0 169

0 700 0 700

2 Ground Floor

1

B B

1 1

2 7 ---

A

B

11

6

FFL 4

5

4

3

2

1

FFL 4

EXPOSED BEAMS OVER

20970 19

23

19

10 21

17

21

24

400x220x40UB 2

19

900mm Railing

6

7 400x220x40UB 2

FFL 3

FFL 3

18600 level 3

18600

18420

level 3

FFL 2

5

15920

7

LEVEL 2

400x220x40UB 2

6

20970

400x220x40UB 2

DPC

18420 FFL 2 15920 LEVEL 2

15500

400x220x40UB 2

15500

FFL 1

FFL 1

13150

13150

400x220x40UB 2

Ground Floor

Ground Floor 13000 BRACING LEVEL

13000

3

4

7

7

BRACING LEVEL 11422

11422

BRACING LEVEL PATIO BRACING LEVEL PATIO

9000

9000

2

1

Section B-B (North to South) 1 : 100

Section A-A (West to East) 1 : 100

11 1

FFL 1 13150

FFL 2

FFL 2

15920

15920

LEVEL 2

LEVEL 2

15500

15500

Ground Floor 13000

WALL TO SLAB CONNECTION

COLUMN TO FOUNDATION CONNECTION

3

Section 2 - Callout 1 1 : 20

COLUMN TO SLAB CONNECTION

Section B-B (North to South) 1 4 -1Callout : 20

WALL TO BEAM CONNECTION

Section B-B (North to South) 2 5 -1Callout : 20

Section A-A (West to East) 1 6 Callout 1 : 20

6 1

N

2000

200

I UN

00 50

00 40

HE

00 30

0

60 00

3605

70 00

SN NG

00 100

80 00 90 00

7983

10000

41 0

5

R

00 200

/1 00 0

LING

VI E RI

EL DW N EW

ES

NE Y LI PERT PRO

2

1

SOLAR PANELS MOUTED TO THE ROOF TO PROVIDE ELECTRICITY

8000

DRIVEWAY NE Y LI PERT PRO

13050 0

6

1

Site 1 : 200

7 00

0

2

000

8 00

0 9 00 10000 11000 12000

410 / 1

6 00

0

G

N DE AR

5

10:00 AM

W 6:09 PM

N

S 7:16 AM

22 August

E

1

Sun Path

EXTERIOR ISOMETRIC RENDERING

INTERIOR KITCHEN RENDERING

INTERIOR LIVING ROOM / KITCHEN

EXTERIOR RENDER

Mechanical Assembly Drawings

Radial Engine

6

5

1. COVER PAGE

4

TOP VIEW

3

D

C

21 20

C

13

2 ITEM

QTY

1

1

2 3

FRONT VIEW

SECTION C-C SCALE 1 / 5 2

11

6

MATERIAL

DESCRIPTION

Wood (Oak)

1

BEARING STAND

Aluminum 6061

1

Bearing Holder

Aluminum 6061

4

1

VALVE HOUSING

Aluminum 6061

5

4

ISO 4762 - M10 x 20

Stainless Steel, 440C

6

1

CRANKCASE

Aluminum 6061

7

6

ISO 4762 - M6 x 45

Stainless Steel, 440C

8

24

CYLINDER HEAD BOLT

Stainless Steel

9

6

CYLINDER

Aluminum 6061

10

6

CYLINDER HEAD GASKET

Rubber

11

6

CYLINDER HEAD

Aluminum 6061

12

1

DIN 1587 - M5

Steel, Mild

Hexagon Domed Cap Nuts

13

24

DIN 1587 - M6

Steel, Mild

Hexagon Domed Cap Nuts

14

2

DIN 625 T1 - 6001 - 12 x 28 x 8

Steel, Mild

Deep Groove Ball Bearing

Steel, Mild

Spring Retaining Ring

15

1

DIN 472 - 28 x 1,2

16

1

CRANKSHAFT ASSEMBLY

17

1

VALVE

Brass, Soft Yellow

18

1

Parker Hose Barb to Male Pipe

Brass, Soft Yellow

Hexagon Socket Head Cap Screw

SIDE VIEW

19

1

CONNECTING ROD HUB

20

6

ASSEMBLY PISTON

21

6

CONNECTING ROD

Aluminum 6061

22

6

ISO 2338 - 5 h8 x 16

Stainless Steel,

23

1

CRANKCASE GASKET

Rubber

24

1

CRANKCASE COVER

Aluminum 6061

25

6

ISO 7045 - M6 x 16 - 4.8 - H

Steel

26

1

FLYWHEEL

Stainless Steel

D

Hexagon Socket Head Cap Screw

C

Hose Barb to Male Pipe

125HBL 125HBL-4-2

C

10

PART NUMBER STAND

25

8

1

PARTS LIST

Brass, Soft Yellow

Parallel Pin

Austenitic

9

Pan head screw with type H cross recess - product grade A

17 18 4

B

B

7

26

23

DRAWN

15

16

A

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED

14

22

QA

MFG

1

APPROVED

19 24

Ctu Training Solutions

TITLE

DWG NO

SIZE

3

A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE

6

A

Radial Engine Assembly

2

1/5

SHEET 1 OF 21

1

6

5

2. EXPLODED VIEW OF RADIAL ENGINE

4

3 9

10

13

11

2 8

1

19

D

D

21

22 23 4

17

16

6

20 24 26

C

C

15 14 18

3

7 2

B

B

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

6

EXPLODED VIEW OF RADIAL ENGINE 5

4

Ctu Training Solutions

TITLE

DWG NO

SIZE 5

A3

1

REV

ENGINE FULL ASSEMBLY

SCALE 3

A

Radial Engine Assembly

2

1 / 3.5

SHEET 2 OF 21 1

6

5

3. CRANKSHAFT ASSEMBLY

4

3

2

1

PARTS LIST

ITEM

QTY

1

1

CRANKSHAFT

2

2

CRANKSHAFT COUNTERWEIGHT

3

4

ISO 2338 - 3 h8 x 20

4

1

CRANKSHAFT PIN

5

1

CRANKSHAFT VALVE CRANK

D

PART NUMBER

DESCRIPTION

Parallel Pin D

4

1 C

C

SIDE VIEW

FRONT VIEW

CRANKSHAFT ASSEMBLY

B

B

3

2 5

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

1:1

SHEET 3 OF 21 1

4

4. CRANKSHAFT ASSEMBLY PART DIMENSIONS

1.00

R16.00 R4.00

R4.00

16.00

18.00

1.00

1.6

R4.00

R4.00

R4.00

+.01 R1.50 - .00

1.6

20.00

3.00

3.00

R4.00

+.01 R1.50 - .00

R1.00

R1.00

120.0°

120.0° R36.00

10.00 SIDE VIEW

38.00

D

SECTION D-D SCALE 1 / 1

FRONT VIEW

Stainless Steel

R1.50 THRU

11.00

R1.50 THRU 5.00 SIDE VIEW

FRONT VIEW

10.00

+.00 12.00 h8 .03

R1.50 THRU

R1.50 THRU

B

4.50

CRANKSHAFT PIN 5.00

1.6

3.2

R6.00

.50x45°

.50x45°

+.00 12.00 - .03

5.00

Stainless Steel

C

12.00

.50x45°

B

12.00

1.6

.50x45°

Stainless Steel

+.00 12.00 - .03h8

CRANKSHAFT COUNTER WEIGHT

D

1 .6

R11.00

C

1

+.03 12.00 .00

D

Steel

30.00

2

16.00

D

3

+.03 12.00 .00

5

16.00

6

106.00

FRONT VIEW

SIDE VIEW

CRANKSHAFT

1.6 4.00

.25x45°

.50x45°

.50x45°

SIDE VIEW

3.00

DRAWN

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

23.00

MFG

33.00 FRONT VIEW

A

S van Heerden

APPROVED

CRANKSHAFT VALVE CRANK

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

1/1

SHEET 4 OF 21 1

6

5. ASSEMBLY PISTON

5

4

3

2

1

PARTS LIST

ITEM

QTY

1

1

PISTON

PART NUMBER

2

2

PISTON COMPRESSION RING

3

1

ISO 2338 - 5 h8 x 30

DESCRIPTION

Parallel Pin

D

D

2

Stainless Steel

3

2

C

C

Aluminum 6061

FRONT VIEW B

1

SIDE VIEW B

ASSEMBLY PISTON Stainless Steel, Austenitic

1

3

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

2:1

SHEET 5 OF 21 1

6

6. ASSEMBLY PISTON PARTS

5

4

3

2

TOP VIEW

1

R16.00 R14.50

Stainless Steel

D

D

+.00 1.50 .02

2.00

PISTON COMPRESSION RING

+.00 32.00 h7 .03 FRONT VIEW

C

C Ø29.00

E

Aluminum 6061

R20.00

1.50

10.0°

26.00

E

1.50

+.00 32.00 h7 .03 SIDE VIEW

FRONT VIEW

PISTON

SECTION E-E SCALE 1.5 : 1 DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

A3

3

REV

ENGINE FULL ASSEMBLY

SCALE 4

A

Radial Engine Assembly

SIZE

5

B

DETAIL F SCALE 3 : 1

3.2

20.00

6

3.00

32.00 16.00

10.00

B

21.00

+.02 R2.50 H8 .00

24.00

29.49

F

2

3:1

SHEET 6 OF 21 1

6

7. BEARING HOLDER DIMENSIONS

5

4

3

G

1 14.00

30.00 R20.00 R5.00

R20.00

Aluminum 6061

2

6.00 1.6

D

D

1.6

4.00x45°

20.00

V

12.00

13.00

+.02 28.00 .00

30.00

1.50

R2.00

12.00 R50.00

1.00x45°

C

125.00

C

12. 00

65.04

R2.00

4.00

101.17

12.00

DETAIL V SCALE 2 : 1

20.00

14.00

20.00

R2.00

B

R2.00

BEARING HOLDER

B 20.00 SIDE VIEW

SECTION G-G SCALE 1 : 1

G 92.00 FRONT VIEW

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

1:1

SHEET 7 OF 21 1

4

3

2

10.00 x 90.00°

Aluminum 6061

D

1

20.00

H 60.00

D

14.00

7.00

8. BEARING STAND DIMENSIONS

5

20.00

6

6.00

12.00

78.00

10.00

Ø16.00

Ø25.00

10.00

C

C

125.00

R6.00

R6.00 R52.00

12.00

R2.00

R2.00

12.00

B

B

4.00 R6.00

23.00

BEARING STAND

R2.00

SIDE VIEW

12.00

3.2

R2.00

H

DRAWN

FRONT VIEW

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

A3

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 5

A

Radial Engine Assembly

SIZE

6

SECTION H-H SCALE 1 / 1

2

1/1

SHEET 8 OF 21 1

6

5

4

3

2

1

9. CONNECTING ROD HUB DIMENSIONS

16.00 10.00

D

D

.50x45°

J

Brass, Soft Yellow

Ø5.00

32.00

12.00 Ø5.00

20.00

C

42.00

C

CONNECTING ROD HUB

B

.50x45°

B

J

FRONT VIEW

SIDE VIEW

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

A3

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 5

A

Radial Engine Assembly

SIZE

6

SECTION J-J SCALE 3 / 1

2

3/1

SHEET 9 OF 21 1

6

11. CRANKCASE COVER DIMENSIONS

5

4

3

D

2

1

D

K

Aluminum 6061

R2.00

Ø7.00

102.00

R2.00

R5.00

R4.00

6.00 R2.00

1.6

C 8.00

Ø46.00

8.00

Ø14.00

1.6

+.02 h7 28.00 .00

38.00

80.00

90.00

C

R2.00 6.00

R5.00

Ø7.00

R2.00

1.00x45° B

B

R2.00

SECTION K-K SCALE 1 : 1

K

CRANCKASE COVER

106.00

SIDE VIEW

FRONT VIEW

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

1.5 : 1

SHEET 11 OF 21 1

6

12. CRANKCASE GASKET DIMENSIONS

5

4

3

2

1

7.00

D

D

R5.00

R5.00

Rubber

102.00 90.00

C

C 7.00

R5.00

R5.00

7.00

TOP VIEW

B

B

1.00

CRANKCASE GASKET

106.00 FRONT VIEW

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

1:1

SHEET 12 OF 21 1

6

13. CRANKCASE DIMENSIONS

5

4

3

2

L

102.00

1 45.00

M6x1 - 6H 7.00

2.00x45°

25.00

1.6

R5.00

R2.00

D

D

Aluminum 6061 M6x1 - 6H 28.00 14.00

90.00

90.00

106.00

14.00 +.02 28.00 - .00 40.00

R5.00

R5.00

C

36.00

C

R5.00

1.6 FRONT VIEW

+.03 36.00 - .00

L

8.00

SECTION L-L SCALE 1 : 1 SIDE VIEW

46.02

36.00

B

57.00

CRANKCASE

12.00

24.00

B

R2.00 TOP VIEW

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

1:1

SHEET 13 OF 21 1

6

5

4

14. CYLINDER HEAD BOLTS DIMENSIONS

3

2

1

D

D

Stainless Steel

C

C

CYLINDER HEAD BOLTS .50x45°

62.00

B

M6.90

7.00 6.90 5.90

B

10.00

FRONT VIEW

10.00

6.3 82.00

6.3

SIDE VIEW

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

2:1

SHEET 14 OF 21 1

6

5

4

15. CYLINDER HEAD GASKET DIMENSIONS

3

2

1

32.53

5.74

11.74 R4.00 D

22.50

6.24

D

R2.00

22.50

4.00

45.00

Rubber

7.00

R4.00

22.00

C

6.24

C

24.00

1.00

TOP VIEW

50.00

CYLNDER HEAD GASKET

B

FRONT VIEW B

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

2:1

SHEET 15 OF 21 1

6

16. CYLINDER HEAD DIMENSIONS

5

4

3

2

1 7.00 THRU

D

5.74

32.53

D

11.74

R4.00

6.24

R4.00

45.00

22.50

Aluminum 6061

C

22.50

C

6.24

R4.00

22.00

28.00 50.00 TOP VIEW

CYLINDER HEAD

R1.00

6.00

R1.00

B

B

0.8

2.00

1.00

1.6

1.00x45°

0.8

+.00 32.00 .03 FRONT VIEW

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

2:1

SHEET 16 OF 21 1

6

17. CYLINDER DIMENSIONS

5

4

3

2

1

R4.00 R24.00 7.00 THRU

D

45.00

D R24.00 4.00

4.00

Aluminum 6061

R4.00 R24.00

R4.00

28.00

22.00

3.00

7.00

N

0.8

TOP VIEW

+.03 32.00 .00

C

62.00

60.00

2.00

15.00

19.00

27.00

31.00

35.00

39.00

43.00

C

23.00

11.00

50.00

0.8 0.8 36.00

N

B

SECTION N-N SCALE 1 : 1

FRONT VIEW

B

SIDE VIEW

CYLINDER DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

2:1

SHEET 17 OF 21 1

6

18. FLYWHEEL DIMENSIONS

5

4

3

2

1

D

D Stainless Steel

1.00X45°

P

1.00X45°

5.00 x 90.00°

160.00 132.00

1.00x45°

W

C

1.00X45°

130.00

6.00

26.00

R5.00

160.00

C

5.0 0

12.00

R5.00 R2.00

B

B

SECTION P-P SCALE 1 : 1.5

P

FLYWHEEL

10.00

FRONT VIEW

26.00 36.00

SIDE VIEW

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

DETAIL W SCALE 1,33 : 1 Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

1:1

SHEET 18 OF 21 1

6

19. STAND DIMENSIONS

5

4

3

2

1

230.00 150.00 75.00

R20.00

D

75.00

D R20.00

Wood (Oak)

11.00

30.00

180.00 60.00

11.00

R C

R C

11.00

11.00

R20.00

R20.00

TOP VIEW

SECTION R-R SCALE 1 / 2

18.00

B

11.00

20.00

STAND

B

2.00

11.00

R5.00

9.00

R5.00

FRONT VIEW

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

1 : 1.5

SHEET 19 OF 21 1

6

20. VALVE HOUSING DIMENSIONS

5

4

3

2

1

D

D

T

M8x1.25 - 6H

7.99

Aluminum 6061

78.00

R1.00 1.6

C

5.00

66.00

24.00

C

92.00

+.02 14.00 .00

90.0°

14.00 x 90°

FRONT VIEW

VALVE HOUSING

T

7.00

6.00

10.00

0.8 30.00

SECTION T-T SCALE 1 / 1

B

B

SIDE VIEW

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

1/1

SHEET 20 OF 21 1

6

5

21. VALVE DIMENSIONS

4

3

2

1

0.8

D

+.00 14.00 - .02

D

U 4.00

42.00

4.00

30.00

14.00

Brass, Soft Yellow

4.00

C

10.00

14.00

+.02 Ø4.00 h8 .00

C

Ø38.00

Ø30.00

4.00

1.6

SECTION U-U SCALE 2 / 1

U

VALVE

Ø42.00

4.00

FRONT VIEW

SIDE VIEW

B

B

DRAWN

S van Heerden

2018/08/21

Marlann Nefdt

2018/09/20

CHECKED QA

MFG

A

APPROVED

Ctu Training Solutions

TITLE

DWG NO

SIZE A3

5

4

3

REV

ENGINE FULL ASSEMBLY

SCALE 6

A

Radial Engine Assembly

2

2/1

SHEET 21 OF 21 1

Stefan van Heerden

811

SPM 422 PR1 (RENDERINGS)

1

Bench Vice

6

5

4

3

1. ASSEMBLY EXPLODED VIEW

ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

D

23

25

22

24

21

19

17

C

19

20 10 1

QTY 1 1 1 1 2 1 1 8 2 1 1 3 2 1 1 1 1 1 2 4 1 1 1 1 1

2 PARTS LIST PART NUMBER BU2012-B S51-2A P155B P100-20A PN311-1A P200-24 WIT-130 M6 x 1.0 x 25 SP-33 S50-1 BU-313 M6 x 1.0 x 16 ENG-2 M6 x 1.0 x 10 M8 x 1.25 M8 x 1,25 P200-16 M6 x 1.0 x 8 PT100 M 6 x 1.0 x 14 MJ100-2A M16x4 M407-A M6 x 1.0 x 6 3.5 X 16

1 DESCRIPTION

BASE SUPPORT, MIDDLE POST, MIDDLE ACME, BASE HANDLE, SUBASSEMBLY POST, ACME, MIDDLE PLATE, END SCREW, PAN BAR-SPACER SUPPORT, TOP PLATE, COVER, BASE *Varies* COLLAR SET SCREW - CONE NUT, HEX NUT, HEX POST, GUIDE SET SCREW - DOG PLATE, JAW FILLISTER HEAD SCREW JAW, MOVEABLE POST, ACME, TOP HANDLE, TOP SET SCREW - CUP 3.5 x 16 REVIT

D

C

NOTE: PART NUMBER 3, 9, AND 18 IS NOT VISIBLE IN THIS VIEW.

7

B

B

8 5 16 6 DRAWN

S VAN HEERDEN

2017/08/07

CHRISTO MAREE

2017/08/15

CHECKED QA

4

A

15

13

14

12

11

MFG

2

APPROVED

EXPLODED VIEW (1:2)

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

SCALE

6

5

4

3

A

MILLING VICE ASSEMBLY

2

1/2

REV

4 SHEET

1

3 1

OF

6

D

5

4

3

2

1

2. ORTHOGRAPHIC VIEWS + ISOMETRIC

D

B

B

C

C ISOMETRIC VIEW (1:4)

ISOMETRIC VIEW (1:4) TOP VIEW (1:4)

B

B LEFT VIEW (1:4)

RIGHT VIEW (1:4)

FRONT VIEW (1:4)

DRAWN

S VAN HEERDEN

2017/08/07

CHRISTO MAREE

2017/08/15

CHECKED QA

MFG

A

APPROVED

SECTION B-B SCALE 1 / 4 6

5

4

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

SCALE

3

A

MILLING VICE ASSEMBLY

2

1/4

REV

4 SHEET

2

3 1

OF

6

D

5

4

3

2

1

3. EXLODED VIEW FULL ASSEMBLY 23

25

D 24

21

9

2

22

8

17

19 20

C

C

10

B

14

7

11

6

15

16

B

NOTE: ALL PARTS ARE VISIBLE

5

13

4

12

18

3

DRAWN

EXLODED VIEW (1:4)

S VAN HEERDEN

2017/08/07

CHRISTO MAREE

2017/08/15

CHECKED QA

MFG

A

1

APPROVED

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

SCALE

6

5

4

3

A

MILLING VICE ASSEMBLY

2

1/4

REV

4 SHEET

3

3 1

OF

6

5

4

3

NOTE: ALL ORTHOGRAPHIC DRAWINGS ARE THIRD ANGLE ORTHOGRAPHIC PROJECTION. NOTE: ALL ISOMETRIC VIEWS HAVE THE MATERIAL + PART NUMBER VISIBLE

1. BASE SUBASSEMBLY D

2

1 BASE

ITEM 1

QTY 1

2

1

P100-20A

ACME, BASE

3

1

BU-313

PLATE, COVER, BASE

4

1

ENG-2

COLLAR

5

1

PN311-1A

HANDLE, SUBASSEMBLY

6

1

M6 x 1.0 x 10

SET SCREW - CONE

7

1

M8 x 1.25

NUT, HEX

8

2

M6 x 1.0 x 16

SCREW, SLOTTED CAP

ASSEMBLY EXPLODED VIEW (1:3) C

2 PARTS LIST PART NUMBER BU2012-B

DESCRIPTION

D

TOP VIEW (1:5)

D

6

3

LEFT VIEW (1:5)

D

C

RIGHT VIEW (1:5)

FRONT VIEW (1:5)

5 7 BOTTOM VIEW (1:5)

B

B

1

8

BOTTOM ISOMETRIC VIEW (1:5)

4

DRAWN

S VAN HEERDEN

2017/08/09

CHRISTO MAREE

2017/08/15

CHECKED QA

MFG

A

SECTION D-D SCALE 1 / 5

APPROVED

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

SCALE

6

5

4

3

A

BASE SUBASSEMBLY

2

1/3

REV

R01

1 SHEET

1

6 1

OF

5

4

1. BASE

2

1

NOTE: ALL FILLETS AND ROUNDS R = 2.0

145.50 115.00

D

84.50

18.02

36.00

60.0°

32

R8.50 - 6 PLACES

65.00

100.00

DETAIL A SCALE 1 : 1

21.75 24.00

M16 x 1.0 TAPPED HOLE

60.00 32

65.5° ALL ROUND

DRAWN

2017/08/09

CHRISTO MAREE

2017/08/15

QA

MFG

A

APPROVED

20.00

CTU TRAINING SOLUTIONS TITLE

DWG NO

A3

SCALE

3

A

BASE SUBASSEMBLY SIZE

4

20.00

16.00 BOTH ENDS

S VAN HEERDEN CHECKED

5

32

B

28.00 ISOMETRIC VIEW (1:2)

6

20.00

M6 x 16 - 2 HOLES

41.44

10.00

230.00 B

A

28.00

16.00

16.00

C

16.00

ISOMETRIC VIEW (1:3)

20.00

44.00

18.00

C

88.00

120.00

32

5.00 27.00

10.00

1. Base.ipt BU2012-B

8.00

D

3

13.00

6

2

1/3

REV

R01

1 SHEET

2

6 1

OF

5

4

3

2

8.00 SQ

2. BASE ACME

1

R8.00 13.39

D

10.00

D

4.00

6

2. Acme Base.ipt P100-20A

C

93.00

57.00

293.00

C

B

B

12.00

B

ISOMETRIC VIEW (1:1)

DETAIL B SCALE 1 : 1

ORTHOGRAPHIC VIEW (1:2)

DRAWN

S VAN HEERDEN

2017/08/09

CHRISTO MAREE

2017/08/15

CHECKED QA

MFG

A

APPROVED

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

SCALE

6

5

4

3

A

BASE SUBASSEMBLY

2

1/1

REV

R01

1 SHEET

3

6 1

OF

6

5

4

3

2

3. PLATE COVER

1

4. COLLAR

D

D

7. Collar.ipt ENG-2

3. Plate Cover Base.ipt BU-313

ISOMETRIC VIEW (2:1)

11.00

C

56.00

C

6.00

11.09

ISOMETRIC VIEW (3:1)

22.00

40.00

B

11.00

B

20.00 8.00

ORTHOGRAPHIC VIEW (2:1) DRAWN

S VAN HEERDEN

8/8/2017

CHRISTO MAREE

8/14/2017

CHECKED

R8.00

A

QA

16.00

MFG APPROVED

R12.00

5

TITLE

DWG NO

A3

3

REV

R01

1

SCALE

4

A

BASE SUBASSEMBLY SIZE

ORTHOGRAPHIC VIEW (2:1)

6

CTU TRAINING SOLUTIONS

2

3:1

SHEET

4

6 1

OF

6

5

4

3 ITEM 1 2 3

5. HANDLE SUBASSEMBLY D

2

QTY 1 1 1

2 PARTS LIST PART NUMBER

BU4-1 BU4-2 BU4-3

DESCRIPTION HANDLE, ROTATOR HANDLE, INSERT HANDLE, COVER

D

2. Handle Insert.ipt

2. INSERT HANDLE (1:1)

1

1

63.00 17.00

15.00

48.00

10.00

ISOMETRIC VIEW (1:1)

3 C

C

ORTHOGRAPHIC VIEW (1:1)

ASSEMBLY EXPLODED VIEW (1:1)

3. HANDLE COVER (1:1)

3. Handle Cover.ipt

1. ROTATOR HANDLE (1:1)

15.00

22.00

35.00

16.00 10.00 15.00

1. Handle, Rotator.ipt

B

86.00

B ORTHOGRAPHIC VIEW (1:1)

50.00

ISOMETRIC VIEW (1:1)

18.00

ISOMETRIC VIEW (1:1)

R9.00

8.00 R9.00

DRAWN

R9.00

S VAN HEERDEN

2017/08/09

CHRISTO MAREE

2017/08/15

CHECKED

10.50

QA

MFG

A

ORTHOGRAPHIC VIEW (1:1)

6

34.00 5

34.00

TITLE

DWG NO

A3

SCALE

4

3

A

BASE SUBASSEMBLY SIZE

5.00

4.00

APPROVED

CTU TRAINING SOLUTIONS

2

1/1

REV

R01

1 SHEET

5

6 1

OF

6

5

4

3

6. CONE SET SCREW

2

1

8. SLOTTED CAP SCREW 8. Set-Screw-Cone.ipt M6 x 1.0 x 10

D

4. Slotted Cap Screw.ipt M6 x 1.0 x 16

D

C

150.0°

150.0°

6.00 3.87 4.80

1.73

1.00

7.94

3.46

ISOMETRIC VIEW (5:1)

C ISOMETRIC VIEW (5:1)

19.60 16.00

10.00 ORTHOGRAPHIC VIEW (4:1)

R1.80

14.39

6.00 4.77

1.60

1.60

7. HEX NUT

5.35

45.0°

13.00

B

12.00

B

5.0°

6. Nut Hex.ipt M8 x 1.25

R13.28

1.40 ORTHOGRAPHIC VIEW (3:1)

R6.50 8.00 6.65

15.01

DRAWN

S VAN HEERDEN

2017/08/09

CHRISTO MAREE

2017/08/15

CHECKED QA

MFG

A

APPROVED

ISOMETRIC VIEW (4:1)

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

ORTHOGRAPHIC VIEW (3:1)

A3

5

4

3

REV

R01

1

SCALE

6

A

BASE SUBASSEMBLY

2

5:1

SHEET

6

6 1

OF

6

5

2. MIDDLE SUBASSEMBLY D

4

3

NOTE: ALL ORTHOGRAPHIC DRAWINGS ARE THIRD ANGLE ORTHOGRAPHIC PROJECTION. NOTE: ALL ISOMETRIC VIEWS HAVE THE MATERIAL + PART NUMBER VISIBLE

ITEM 1 2 3 4 5 6 7 8 9 10

EXPLODED VIEW ASSEMBLY (1:2) 2

QTY 1 1 1 1 1 1 1 8 2 1

2 PARTS LIST PART NUMBER S51-2A P200-24 WIT-130 PN311-1A M8 x 1,25 M6 x 1.0 x 16 ENG-2 M6 x 1.0 x 25 SP-33 P155B

1 DESCRIPTION SUPPORT, MIDDLE POST, ACME, MIDDLE PLATE, END HANDLE, SUBASSEMBLY NUT, HEX SET SCREW, SOCKET COLLAR SCREW, PAN BAR-SPACER POST, MIDDLE

D

TOP VIEW (1:5)

J

J

C

C

8

LEFT VIEW (1:5)

FRONT VIEW (1:5)

RIGHT VIEW (1:5)

6

BOTTOM VIEW (1:5)

B

B

9

SECTION J-J SCALE 1 / 5

1 10 DRAWN

S VAN HEERDEN

8/8/2017

CHRISTO MAREE

8/11/2017

CHECKED QA

3 7

A

MFG

5

APPROVED

4

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

SCALE

6

5

4

3

A

MIDDLE SUBASSEMBLY

2

1/2

REV

R01

2 SHEET

1

8 1

OF

5

79.00

D

4

3

2

1

1. MIDDLE SUPPORT

20.00

6

D 1. Support Middle.ipt S51-2A 16.010 H7

14.00

20.00

32

50.00

100.00

32

60.0° ALL DOVETAILS

16.00

C

42.00

C

17.00 24.00

DETAIL B SCALE 1:1

50.00 98.00

18.00 140.00

25.00 B

ISOMETRIC VIEW 1/2

M16 x 1-6 HOLES 6 HOLES

55.00

55.00 B

25.00 7.00

9.04

14.00

59.00

B

32

55.00

55.00

32 20.00

20.00 DRAWN

67.00

8/8/2017

CHRISTO MAREE

8/11/2017

CHECKED QA

ORTHOGRAPHIC VIEW (1:1.5)

A

S VAN HEERDEN

MFG APPROVED

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

SCALE

6

5

4

3

A

MIDDLE SUBASSEMBLY

2

1/2

REV

R01

2 SHEET

2

8 1

OF

6

5

4

3

2

1

2. MIDDLE ACME POST D

D

DETAIL C SCALE 1 : 1

2. Post Acme Middle.ipt P200-24

C

45.00

C

D

D

12.00

ISOMETRIC VIEW (1:1)

0.50 X 45.00

4.01

R8.00

C DRAWN

S VAN HEERDEN

8/8/2017

CHRISTO MAREE

8/11/2017

CHECKED QA

MFG

A

APPROVED

ORTHOGRAPHIC VIEW (1/2)

R5.00

TITLE

DWG NO

SCALE

4

3

A

MIDDLE SUBASSEMBLY A3

5

SECTION D-D SCALE 1 : 1

CTU TRAINING SOLUTIONS

SIZE

6

B

M 8.00

8.00 SQ

231.50

B

2

1/1

REV

R01

2 SHEET

3

8 1

OF

6

5

4

3

2

1

3. END PLATE 4.00

3. Plate End.ipt WIT-130

D

32.00

H

D

R7.18 8.00 BOTH SIDES

16.00

C

C

18.00

ISOMETRIC VIEW 2/1

R12.00 B

B

12.00

R9.00

SECTION H-H SCALE 2: 1

H

ORTHOGRAPHIC VIEW (3:1)

DRAWN

S VAN HEERDEN

8/8/2017

CHRISTO MAREE

8/11/2017

CHECKED QA

MFG

A

APPROVED

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

5

4

3

REV

R01

2

SCALE

6

A

MIDDLE SUBASSEMBLY

2

2:1

SHEET

4

8 1

OF

6

5

4

3 ITEM 1 2 3

4. HANDLE SUBASSEMBLY D

2

QTY 1 1 1

2 PARTS LIST PART NUMBER

BU4-1 BU4-2 BU4-3

DESCRIPTION HANDLE, ROTATOR HANDLE, INSERT HANDLE, COVER

D

2. Handle Insert.ipt

2. INSERT HANDLE (1:1)

1

1

63.00 17.00

15.00

48.00

10.00

ISOMETRIC VIEW (1:1)

3 C

C

ORHTOGRAPHIC VIEW (1:1)

3. HANDLE COVER (1:1) EXPLODED ASSEMBLY VIEW (1:1) 3. Handle Cover.ipt

1. ROTATOR HANDLE (1:1)

35.00

22.00

15.00

16.00 10.00 15.00

1. Handle, Rotator.ipt

B

B

86.00

ORHOGRAPHIC VIEW (1:1)

50.00

ISOMETRIC VIEW (1:1) ISOMETRIC VIEW (1:1)

R9.00

8.00 R9.00

DRAWN

R9.00

S VAN HEERDEN

8/8/2017

CHRISTO MAREE

8/11/2017

CHECKED

10.50

QA

MFG

A

ORHTOGRAPHIC VIEW (1:1)

6

34.00 5

34.00

TITLE

DWG NO

A3

SCALE

4

3

A

MIDDLE SUBASSEMBLY SIZE

5.00

4.00

APPROVED

CTU TRAINING SOLUTIONS

2

1/1

REV

R01

2 SHEET

5

8 1

OF

6

5

5. HEX NUT

4

3

2

1

7. COLLAR 6. Hex Nut.ipt M8 x 1,25

D

13.00

D

6.33

R6.50

ISOMETRIC VIEW (2:1)

8.00

ISOMETRIC VIEW (4:1)

6.65

C

6.00

20.00

7.51 15.01

C

ORTHOGRAPHIC VIEW (3:1)

20.00

6. SOCKET SET SCREW

11.00

10. Socket Set Screw.ipt M6 x 1.0 x 16

16.00

B

22.00

B

14.39 1.15 1.00

3.50

4.50

6.00 4.77 4.00

45.0°

ORTHOGRAPHIC VIEW (2:1)

R1.73 150.0°

A

45.0°

ISOMETRIC VIEW (5:1)

DRAWN

S VAN HEERDEN

8/8/2017

CHRISTO MAREE

8/11/2017

CHECKED

1.73

QA

MFG

ORTHOGRAPHIC VIEW (4:1)

APPROVED

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

5

4

3

REV

R01

2

SCALE

6

A

MIDDLE SUBASSEMBLY

2

4:1

SHEET

6

8 1

OF

6

5

4

3

2

1

8. PAN SCREW

9. BAR SPACER D

D 8. Pan Screw.ipt M6 x 1.0 x 25 9. Bar Spacer.ipt SP-33

C

C

ISOMETRIC VIEW (4:1)

4.80

12.00 4.77

6.00

6.00

ISOMETRIC VIEW (2:1)

B

5.00

DRAWN

1.00

55.00

10.00

S VAN HEERDEN

8/8/2017

CHRISTO MAREE

8/11/2017

CHECKED QA

2.00

MFG APPROVED

142.00

CTU TRAINING SOLUTIONS TITLE

DWG NO

A3

4

3

REV

R01

2

SCALE

5

A

MIDDLE SUBASSEMBLY SIZE

ORHTOGRAPHIC VIEW (1:1)

6

B

ORTHOGRAPHIC VIEW (2:1)

4.0 - 1.0 DEEP R1.0 FILLET - 3 PLACES

55.00

A

29.10 25.00 23.61 23.00

2

4:1

SHEET

7

8 1

OF

6

5

4

3

2

1

10. MIDDLE POST D

7. Post Middle.ipt P155B

13.22 16.00 27.00

D

C

C

16.00 k6

27.00

13.44

2 x 45 CHAMFER

16.00

B

28.00

B

12.00

ISOMETRIC VIEW (3:1)

DRAWN

ORTHOGRAPHIC VIEW (2:1)

S VAN HEERDEN

8/8/2017

CHRISTO MAREE

8/11/2017

CHECKED QA

MFG

A

APPROVED

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

5

4

3

REV

R01

2

SCALE

6

A

MIDDLE SUBASSEMBLY

2

3:1

SHEET

8

8 1

OF

6

5

4

3

NOTE: ALL ORTHOGRAPHIC DRAWINGS ARE THIRD ANGLE ORTHOGRAPHIC PROJECTION.

3. TOP SUBASSEMBLY

ITEM 1 2 3 4 5 6 7 8 9 10

NOTE: ALL ISOMETRIC VIEWS HAVE THE MATERIAL + PART NUMBER VISIBLE

D

EXPLODED VIEW ASSEMBLY (1:2)

QTY 1 1 1 1 1 1 2 4 1 1

8 4

S50-1 P200-16 MJ100-2A M16x4 M407-A 3.5 X 16 PT100 M 6 x 1.0 x 14 M6 x 1.0 x 6 M6 x 1.0 x 8

1 DESCRIPTION SUPPORT, TOP POST, GUIDE JAW, MOVEABLE POST, ACME, TOP HANDLE, TOP 3.5 x 16 REVIT PLATE, JAW FILLISTER HEAD SCREW SET SCREW - CUP SET SCREW - DOG

D

TOP VIEW (1:4)

7

5

2 PARTS LIST PART NUMBER

F 3

C 6

9

F C

RIGHT VIEW (1:4)

LEFT VIEW (1:4) FRONT VIEW (1:4)

BOTTOM VIEW (1:4)

B

B

SECTION F-F SCALE 1 / 4 DRAWN

2

2017/08/09

CHRISTO MAREE

2017/08/11

CHECKED

10

QA

MFG

1

A

S VAN HEERDEN

APPROVED

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

SCALE

6

5

4

3

A

TOP SUBASSEMBLY

2

1/2

REV

1

3 SHEET

1

7 1

OF

6

4

3

2

1

1. Support Top.ipt S50-1

1. TOP SUPPORT

C

28.00

104.00

C

D

27.96

38.00

5.00

D

5

C

208.00 22.00

20.23

60.00

16.00 R14.00

26.00

2.00

26.00

20.23

R15.00 BOTH SIDES

8.00

1.00

32

32.00 16.00

38.00

16.00

C

35.00

28.00

ISOMETRIC VIEW (1:2)

7-2 HOLES

7.00

16.00

13.00

31.00

27.00

16.00

8.00

16.00

SECTION C-C SCALE 1 / 2

DRAWN

S VAN HEERDEN

2017/08/09

CHRISTO MAREE

2017/08/11

CHECKED

16.00

QA

ORTHOGRAPHIC VIEW (1:2)

MFG

A

APPROVED

CTU TRAINING SOLUTIONS TITLE

DWG NO

A3

SCALE

4

3

A

TOP SUBASSEMBLY SIZE

5

B

M6 x 1.0 TAPPED HOLE

M6 x 1.0 TAPPED HOLE 2 HOLES

6

32

22.00

8.00

11.00

38.00

3.00 3.00 10.00

26.00

32

B

59.0°

26.00

32

2

1/2

REV

1

3 SHEET

2

7 1

OF

6

5

4

3

2

2. GUIDE POST

200.71

15.80

D

1

D

2. Post Guide.ipt P200-16

ORTHOGRAPHIC VIEW (3:1)

ISOMETRIC VIEW (1:2)

0.50 X 45 BOTH ENDS

3. MOVEABLE JAW

C

C

3. Jaw Moveable.ipt MJ100-2A

14.00

32 M6 x 1.0

R14.01

8.00

11.00  20.97

1.00

11.00

37.00 27.00

8.00 ISOMETRIC VIEW (1:1)

26.00

7.00 - 2 HOLES

60.00

B

26.00

8.00

B

22.00

30.00

100.00

DRAWN

S VAN HEERDEN

2017/08/09

CHRISTO MAREE

2017/08/11

CHECKED

32

12.00

QA

12.00

MFG

A 6.00 - 2 PLACES

APPROVED

16.00

50.00

R14.00

ORTHOGRAPHIC VIEW (1:1)

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

SCALE

6

5

4

3

A

TOP SUBASSEMBLY

2

1/2

REV

1

3 SHEET

3

7 1

OF

5

4

3

4. TOP ACME POST

2

1

6.99

.75 x 45 BOTH ENDS

3.50

Ø 4.00

16.00

D

D

24.00

6

Ø 16.10

4. Post Acme Top.ipt M16x4

DETAIL E SCALE 1.5 : 1

ISOMETRIC VIEW (2:1)

C

C

DETAIL D SCALE 1.5 : 1

E

Ø 10.00

6.00

Ø 7.00

DRAWN

D

2017/08/09

CHRISTO MAREE

2017/08/11

QA

MFG

A

APPROVED

ORTHOGRAPHIC VIEW (1:2)

Ø 10.00

S VAN HEERDEN CHECKED

CTU TRAINING SOLUTIONS TITLE

5

DWG NO

SIZE

A3

4

3

A

TOP SUBASSEMBLY

SCALE

6

26.00

B

14.00

B

2

1/1

REV

1

3 SHEET

4

7 1

OF

6

5

4

3

6. 3.5 x 18 REVIT

5. TOP HANDLE 5. Handle.ipt M407-A

D

2

1

D

5.00 R7.00

ISOMETRIC VIEW (1:1)

7. 3.5 x 16 Revit.ipt 3.5 X 16 ISOMETRIC VIEW (5:1)

7.00 C

C

R5.89

2.50

5.92

8.00

R5.89

16.00

5.92

3.50

R.30

4.00

.40

.40 16.70 17.50

B

B

87.71

ORTHOGRAPHIC VIEW (3:1)

DRAWN

S VAN HEERDEN

8/8/2017

CHRISTO MAREE

8/10/2017

CHECKED QA

MFG

A

APPROVED

1 X 45 BOTH ENDS

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

ORTHOGRAPHIC VIEW (1.5:1)

A3

5

4

3

REV

1

3

SCALE

6

A

TOP SUBASSEMBLY

2

1:1

SHEET

5

7 1

OF

6

5

4

3

2

1

8. FILLISTER HEAD SCREW

7. PLATE JAW D

D

6. Plate Jaw.ipt PT100

8. M6 x 1.0 x 8.ipt M 6 x 1.0 x 14

C

C ISOMETRIC VIEW (5:1) 10.00

B

M6 x 1.0 TAPPED HOLE 2 HOLES

1.60

S VAN HEERDEN

8/8/2017

CHRISTO MAREE

8/10/2017

CHECKED QA

A

5.00

MFG APPROVED

ORTHOGRAPHIC VIEW (1:1)

ORTHOGRAPHIC VIEW (3:1)

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

4

3

REV

1

3

SCALE

5

A

TOP SUBASSEMBLY A3

6

4.77

B

1.60

DRAWN

100.00

6.00

26.00

60.00

13.00

20.00

1.60

ISOMETRIC VIEW (2:1)

10.00

17.90 14.00 12.61 11.99

2

2:1

SHEET

6

7 1

OF

6

5

4

3

2

1

10. DOG SET SCREW

9. CUP SET SCREW

9. M6 x 1. x 8.ipt M6 x 1.0 x 8

D 10. M6 x 1.0 x 6.ipt M6 x 1.0 x 6

ISOMETRIC VIEW (7:1)

6.00

ISOMETRIC VIEW (7:1)

C

4.94

1.75

6.00

4.32

6.00

6.00

C

5.29

4.50

4.77

4.20

3.00

3.87

8.00 6.25 5.25

4.00

6.00

D

150.0°

135.0°

1.73

ORTHOGRAPHIC VIEW (5:1)

120.0° B

B 150.0°

1.73

ORTHOGRAPHIC VIEW (6:1)

DRAWN

S VAN HEERDEN

8/8/2017

CHRISTO MAREE

8/10/2017

CHECKED QA

MFG

A

APPROVED

CTU TRAINING SOLUTIONS TITLE

DWG NO

SIZE

A3

5

4

3

REV

1

3

SCALE

6

A

TOP SUBASSEMBLY

2

6:1

SHEET

7

7 1

OF

Work Experience Drawings

Sheet 1 of 1 28° Fall Cement Tiled Roof 25° Fall Cement Tiled Roof

W01

W02

NEW 3° FALL IBR ROOF

Plaster & Paint to match existing n.g.l.

f.f.l.

f.f.l.

FFL

f.f.l. n.g.l.

NORTH EAST ELEVATION

FFL

f.f.l.

f.f.l.

n.g.l.

n.g.l.

WINDOW NO.

W01

SOUTH EAST ELEVATION

02 (001,003)

QUANTITY FRAME FINISH

W02

SOLID MERANTI TIMBER, WINDOW SECTION, VARNISHED FINISH. COLOR TO OWNERS APPROVAL

GLAZING

FRAME FINISH

SOLID MERANTI TIMBER, WINDOW SECTION, VARNISHED FINISH. COLOR TO OWNERS APPROVAL

GLAZING

SOLID MERANTI TIMBER, GLASS, CEILING, PARTIONING AND EXPANDING POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400

GLASS ACCORDING TO SAGA REGULATIONS. GLAZING THICKNESS 4MM GLASS GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400

SOLID MERANTI TIMBER, GLASS, CEILING, PARTIONING AND EXPANDING POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400

GENERAL NOTES & COMMENTS

W03

28° Fall Cement Tiled Roof

03 (002,005,006)

QUANTITY

GLASS ACCORDING TO SAGA REGULATIONS. GLAZING THICKNESS 4MM GLASS GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400

GENERAL NOTES & COMMENTS

28° Fall Cement Tiled Roof

WINDOW NO.

All Concrete Foundations According To Engineer's Detail

W04

25° Fall Cement Tiled Roof

NEW 3° FALL IBR ROOF

NEW 3° FALL IBR ROOF

NEW 3° FALL IBR ROOF

Plaster & Paint to match existing

Plaster & Paint to match existing

FFL

O.V.P.

WINDOW NO.

f.f.l.

f.f.l.

n.g.l.

f.f.l. n.g.l.

ie

ie

NEW 100mmØ SOILPIPE@ MIN. FALL 1:40

f.f.l.

n.g.l.

To Exi. Soilpipe Connection

NEW 100mmØ SOILPIPE@ MIN. FALL 1:40

FFL

O.V.P.

O.V.P.

ie

ie

NORTH WEST ELEVATION

ie

ie

Existing 100mmØ Soilpipe

W03

n.g.l.

03 (002,005,006)

QUANTITY FRAME FINISH

WINDOW NO.

W04

SOLID MERANTI TIMBER, WINDOW SECTION, VARNISHED FINISH. COLOR TO OWNERS APPROVAL

GLAZING

03 (002,005,006)

QUANTITY FRAME FINISH

SOLID MERANTI TIMBER, WINDOW SECTION, VARNISHED FINISH. COLOR TO OWNERS APPROVAL

GLAZING

GLASS ACCORDING TO SAGA REGULATIONS. GLAZING THICKNESS 4MM GLASS GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400

GLASS ACCORDING TO SAGA REGULATIONS. GLAZING THICKNESS 4MM GLASS GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400

To Exi. Municipal Sewer Connection

SOUTH WEST ELEVATION

GENERAL NOTES & COMMENTS

SOLID MERANTI TIMBER, GLASS, CEILING, PARTIONING AND EXPANDING POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400

SOLID MERANTI TIMBER, GLASS, CEILING, PARTIONING AND EXPANDING POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400

GENERAL NOTES & COMMENTS

WINDOW SCHEDULE D01

PROPOSED NEW ADDITIONS ON STAND 654 NORTHWOLD FOR M. MEYER

D02

ELECTRICAL LEGEND COLD WATER SUPPLY TO GEYSER AND ALL COLD WATER TAPS

HOT WATER SUPPLY TO ALL HOT WATER TAPS

FRAME FINISH

SOLID MERANTI TIMBER DOOR FRAME FIXED TO BRICKWRK AND FINISHED WITH MIN. 2 COATS OF VARNISH COLOR TO ARCHITECTS APPROVAL DOOR TYPE

D 02

FRAME FINISH

DPC

ROOM

GENERAL NOTES & COMMENTS

NEW 76mm CONCRETE FLOOR

NEW 76mm CONCRETE FLOOR

SEMI- SOLID HOLLOW CORE INTERNAL MERANTI TIMBER DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN

n.g.l.

DPC HARDCORE FILLING

- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE - EXTERNAL DOOR FRAMES: 75X50 MERANTI TIMBER - INTERNAL DOOR FRAMES: 110X50 MERANTI TIMBER

NEW 610 X 230 CONCRETE FOUNDATION

DOOR SCHEDULE

NEW 76mm CONCRETE FLOOR

DPC

DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL

- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE - EXTERNAL DOOR FRAMES: 75X50 MERANTI TIMBER - INTERNAL DOOR FRAMES: 110X50 MERANTI TIMBER

NEW BATHROOM NEW DRESSING

SOLID MERANTI TIMBER DOOR FRAME FIXED TO BRICKWRK AND FINISHED WITH MIN. 2 COATS OF VARNISH COLOR TO ARCHITECTS APPROVAL

DOOR TYPE

SOLID CORE EXTERNAL MERANTI TIMBER DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL

GENERAL NOTES & COMMENTS

NEW BEDROOM 3

01 (002)

QUANTITY

HARDCORE FILLING

NEW 610 X 230 CONCRETE FOUNDATION

n.g.l.

HARDCORE FILLING

NEW 610 X 230 CONCRETE FOUNDATION

NEW 610 X 230 CONCRETE FOUNDATION

SECTION A-A All Electrical Work To Be Done By A Qualified Electrician, Whereby A Certificate Of Compliance Must Be Issued After Work Has Been Done

To Exi. Municipal Sewer Connection

A

Existing Dining Room Existing Lintels Over

7 CR IS ES AB E 3, 60 CE L NT 0

W04 007

D 655 STAN 0 3 2 ,00

3° FALL

ie

Tiles

ist in Ac g V ce eh ss ic le

Carpet

Existing Bathroom

Existing Kitchen

NEW BEDROOM 3

W03 004

Carpet

Work Top

O.V.P.

BIC

Existing Garage

NEW STAFF QUARTERS

ie

Tiles

3° FALL W01 003

ie

W02 002

3° FALL

D01 001

8,

50

Existing Dwelling

ie ie

ie

0

S

NEW ADDITION ie

STAND 653

re ie

ie

ie

ie

Existing 100mmØ PVC Soilpipe

ie

19,200 ie

NEW 100mmØ SOILPIPES @ MIN. FALL 1:40

GROUND STOREY

W

ie re

O.V.P.

ie

A

W01 001

3m BUILDING LINE

Exi. Pantry

BIC

E

To Exi. Municipal Sewer Connection

STAND 654

NEW 100mmØ SOILPIPES @ MIN. FALL 1:40

Existing Passage

NEW DRESSING ROOM

All Electrical Work Shown On Plan Is Based On Common S.A.B.S. Approved Equipment To Be Used.

Lights, Light fittings And Plugs Are all According To Owner Specification.

9,400

Existing Entrance Hall

ELNITA AVENUE

D02 002

Existing 100mmØ Soilpipe

W02 006

N

G LINE

LDIN 3m BUI

Existing Lintels Over

Exi. Covered Entrance

Existing Garage

Existing Bedroom 2

Existing Bedroom 1

O.V.P.

W02 005

Ex

BIC

Fire Wall

ie

Existing Lounge

NEW BATHROOM

re ie

17,300

DOOR NO.

Existing 100mmØ PVC Soilpipe

01 (001)

0.5mm FULL HARD IBR ROOF SHEETING AT 3° FALL ON 76 X 50 PURLINS ON 114 X 38 RAFTERS AT 1.0 m CENTRES SABS APPROVED PVC UNDERLAY. ALL ROOF TRUSSES GUARANTEED WITH I.T.C FINAL CERTIFICATE. FINAL MEASUREMENTS TO BE TAKEN PRIOR TO CONSTRUCTION OF ROOF TRUSSES. LINTELS OVER WINDOWS AND DOORS. 100x75mm G.I. GUTTERS AND DOWNPIPES. GLAZING TO COMPLY WITH PART N OF SABS 0400.

OWNER IS RESPONSIBLE FOR QUALITY AND CORRECTNESS OF BUILDING WORK.

NEW LINTELS

FFL

Fire Wall

D 01

QUANTITY

NEW 100mmØ SOILPIPES @ MIN. FALL 1:40

DOOR NO.

3°

3°

SOLAR PANEL (ON ROOF MOUNTED) FFL

ROOF NOTES:

G.I. FLASHING

DRIPTRAY TO BE PROVIDED UNDERNEATH GEYSER (40mm OVERFLOW PIPE, 22mm PIPE ON SAFETY VALVE)

ie

ie

Existing 100mmØ Soilpipe

ie

re

FOURTH AVE

SITE PLAN S.A. BRACHER

No.

Description

Date

SVH

Office 2018 Project number Date

www.autodesk.com/revit

Project Name

Drawn by Checked by

0001

A101

Issue Date Author Checker

Scale

As indicated

2022/01/11 8:26:49 PM

DN

UP

Description

Date

SVH

Unnamed Project number Date

www.autodesk.com/revit

Project Name

Drawn by Checked by

0001

A102

Issue Date Author Checker

Scale

2022/01/11 8:27:50 PM

No.

Description

Date

SVH

Unnamed Project number Date

www.autodesk.com/revit

Project Name

Drawn by Checked by

0001

A103

Issue Date Author Checker

Scale

2022/01/11 8:31:16 PM

No.

www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

No.

Description

Date

Owner Project Name COVER PAGE 0001

Project number

Issue Date Author

Drawn by

Checker

Checked by

A103 Scale

2022/01/11 8:44:13 PM

Date

ROOF LEVEL

ROOF LEVEL

5800

5800

ceiling

ceiling

5600

5600

www.autodesk.com/revit

SECOND FLOOR LEVEL 3090

SECOND FLOOR LEVEL

First Storey

3090 First Storey

2835 DRY WALL HEIGHT

A104

2835 DRY WALL HEIGHT

1700 FOUNDATION LEVEL

Ground Storey

FOUNDATION LEVEL

1700 Ground Storey

-500

0

-500

0

Section 1

2

Section 2

3

1 : 100

1 : 100 Room Schedule Count

SECOND FLOOR LEVEL First Storey 3090 2835 DRY WALL HEIGHT

1 1

1700

1 1

-500

205

1492

2610

Ground Storey FOUNDATION LEVEL 0

OUTSIDE STAIRCASE 5 DETAIL 1 : 100

220

1 1 1

FOUNDATION LEVEL

1 1 1 1 1

-500 2

4

A104

Section 1 - Callout 1

22000

1 : 50 220

3003

220

3000

220

3003

220

2220

220

3008

220

3003

220

3003

1

220

2010 500

18

O.V.P

18

O.V.P UP

18

48

2120

1

26

2

1

O.V.P

34

UP

29

PARAPLEGIC

1

9 10 11

28

6 7

15 m²

8

30

4240

STORE ROOM

9 10

1200 MALE

12

25

FEMALE

24

13

HALL

8 m²

14

7 m²

12 13 14 15

16 m²

16 17

1

18

6

9036

7

16 PASSAGE

8

4

5

15

33

17

14

9044

18

13

11 m²

11 m²

3

1 1

16

3040

PASSAGE

2

1

11

5 m²

1800

15

11500

5

BREAK ROOM AND KITCHEN

2800

4710

8

11

12370

15 m²

27

7

4710

15 m²

5 6

4

9 m²

2031

OFFICE 11/10

1058

OFFICE 12/9

2569

3

4

12500

1

2

3

1 1 1

12

2300

9

RECEPTION

14 m²

14 m²

1200

SERVER RM

600 220 220

2293

1818

1858

5 m²

30 m²

2220

OFFICE 1/3

OFFICE 4/2

14 m²

14 m²

FILING RM 5 m²

10

2500

3

10 COVERED ENTRANCE Not Enclosed

A104

480

10

10

500 1500

500

32 10

3003

220

3000

220

3003

2660 22000

1 1 1 1 1 1 1 1

2220 220

4710

OFFICE 7/6

2300

OFFICE 8/5

4930

5 A104

3008

220

3003

220

3003

220

1 1 1 1 1

GROUND STOREY 1 ANNOTATION 1 : 100

1

Area 14 m²

Name

OFFICE 8/5 14 m² OFFICE 7/6 30 m² RECEPTIO N 5 m² SERVER RM 5 m² FILING RM 14 m² OFFICE 1/3 14 m² OFFICE 4/2 11 m² PASSAGE 16 m² HALL 8 m² MALE 7 m² FEMALE 5 m² STORE ROOM 15 m² BREAK ROOM AND KITCHEN 9 m² PARAPLE GIC 15 m² OFFICE 11/10 15 m² OFFICE 12/9 11 m² PASSAGE Not Placed BOARD ROOM Not Placed Room 25 m² OFFICE 18/17 25 m² OFFICE 15/16 9 m² FILING 15 m² OFFICE 14 33 m² BOARD ROOM 28 m² HALL 4 m² FEMALE 4 m² MALE 25 m² OFFICE 21/22 25 m² OFFICE 19/20 15 m² OFFICE 13 9 m² FILING Not OPEN Enclosed BALCONY Not OPEN Enclosed BALCONY Not COVERED Enclosed BALCONY Not COVERED Enclosed ENTRANC E

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Window Schedule Perimeter 19252 19240 28386 9196 9196 19252 19252 20488 22787 18702 15008 9400 20300

15840 20080 20080 20472 Not Placed Not Placed 26170 26170

Type 0406 x 0610mm 0406 x 0610mm 0406 x 0610mm 0406 x 0610mm 0406 x 0610mm 0406 x 0610mm 0406 x 0610mm 0406 x 0610mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm 0915 x 1830mm

Thermal Resistance (R) 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W 0.2711 (m²·K)/W

Width

Height

600

2400

600

2400

600

2400

600

2400

600

2400

600

2400

600

2400

600

2400

915

1830

915

1830

915

1830

915

1830

915

1830

915

1830

915

1830

915

1830

915

1830

Heat Transfer Coefficient (U) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K) 3.6886 W/(m²·K)

Count 1 1 1 1 1

No.

Description

1 1 1 1 1 1 1 1 1 1 1

Owner

1

12286 15666 31040

Project Name GROUND STOREY / SECTIONS

41952 11120 11112 26178 26178

0001

Project number

15682 12286 Not Enclosed Not Enclosed Not Enclosed Not Enclosed

Date

Date

Issue Date

STEFAN VAN HEERDEN

Drawn by

Checker

Checked by

A104 Scale

As indicated

2022/01/11 8:44:37 PM

4

1:00 PM Door Schedule Type K-LINE NEUF Porte de service KL-PS

Width 900

Door Schedule Height

2150

Door Schedule Type

02 July 7:01 AM

N

E

5:24 PM

S

W SUN PATH 2 A104

22000 3003

220

3000

220

3003

18

220

2220

220

220

3003

220

3003

220

18

o.v.p

56

58

57

60 MALE

OFFICE 18/17

FEMALE DN

OFFICE 21/22

4 m²

25 m²

4 m²

39

HALL

110

28 m²

43

38 46

12390

DN

DN

OFFICE 15/16

50

5500

25 m²

OFFICE 19/20

1060

51

25 m²

BOARD ROOM

2100

900

2100

762

2032

762

2032

762

2032

762

2032

762

2032

762

2032

762

2032

762

2032

762

2032

762

2032

762

2032

762

2032

762

2032

762

2032

762

2032

762

2032

762

2032

915

2134

915

2134

915

2134

915

2134

915

2134

915

2134

915

2134

915

2134

915

2134

0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm Custom_Do uble_Panel _Glass_Do or_15045 Custom_Do uble_Panel _Glass_Do or_15045 D1 150 x 240cm D1 150 x 240cm D1 150 x 240cm D1 150 x 240cm K-LINE NEUF Porte de service KL-PS

915

2134

915

2134

915

2134

915

2134

915

2134

915

2134

915

2134

915

2134

915

2134

915

2134

915

2134

915

2134

914

2134

914

2134

1500

2400

1500

2400

1500

2400

1500

2400

900

2150

K-LINE NEUF Porte de service KL-PS

900

2150

K-LINE NEUF Porte de service KL-PS

900

2150

www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

No.

Description

Owner Project Name

36

37

110

5

6130

18 44

A104 18

45

OFFICE 14

OFFICE 13

FILING

9 m²

15 m²

15 m²

9 m²

FIRST STOREY

3140

3140

18 FILING

0001

55

OPEN BALCONY

10

10

COVERED BALCONY

Not Enclosed

220

47 10

10

OPEN BALCONY Not Enclosed

Not Enclosed

3

3003

220

3000

220

3003

2660

3008

220

3003

220

Issue Date Author

Drawn by

6666

A104

220

Date

500

54

1250

220

Project number 500

Date

33 m²

18

110

900

Height

12390

42

25 m²

40

1940

5300

7810

41

1060

3850

6640

3850

1255

220

o.v.p

3008

390

220

Height

Width

3003

220

FIRST STOREY 2 ANNOTATION 1 : 100

Checker

Checked by

A105

21880

Scale

1 : 100

2022/01/11 8:45:38 PM

1

0750 x 1800mM 0750 x 1800mM 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0762 x 2032mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm 0915 x 2134mm

Width

Type

ceiling

ROOF LEVEL

5600

5800

www.autodesk.com/revit

SECOND FLOOR LEVEL First Storey 3090 2835 DRY WALL HEIGHT 1700 Ground Storey 0

1

FLOOR LEVEL

FOUNDATION LEVEL

225

-500

East

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

1 : 100

2

3

A104

A104

ROOF LEVEL 5800 ceiling 5600

5 A104

No.

SECOND FLOOR LEVEL

Description

Date

3090 First Storey 2835 DRY WALL HEIGHT 1700 FLOOR LEVEL

FOUNDATION LEVEL

225 Ground Storey

-500

0

2

North 1 : 100 3

2

A104

A104

Owner Project Name ROOF LEVEL 5

5800

ELEVATIONS

A104

SECOND FLOOR LEVEL First Storey 3090 2835 DRY WALL HEIGHT 1700 FLOOR LEVEL Ground Storey 225 FOUNDATION LEVEL 0 -500

0001

Project number Date

Issue Date Author

Drawn by

Checker

Checked by

A107 3

South 1 : 100

Scale

1 : 100

2022/01/11 8:46:22 PM

ceiling 5600

www.autodesk.com/revit

ceiling 5600

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

ROOF LEVEL 5800

No.

Description

Date

SECOND FLOOR LEVEL First Storey 3090 2835 DRY WALL HEIGHT 1700 FLOOR LEVEL 225

Ground Storey FOUNDATION LEVEL 0 -500

West 1 : 100

Owner Project Name ELEVATIONS II 0001

Project number Date

Issue Date Author

Drawn by

Checker

Checked by

A108 Scale

1 : 100

2022/01/11 8:47:33 PM

1

Sheet 1 of 2

IBR ROOF SHEETING AT 3 DEG PITCH

WINDOW SEMI FACEBRICK SEMI FACEBRICK

SEMI FACEBRICK

DOOR

n.g.l.

F.F.L

F.F.L

NORTH ELEVATION

F.F.L

n.g.l.

n.g.l.

F.F.L

F.F.L

F.F.L

EAST ELEVATION

F.F.L

n.g.l.

IBR ROOF SHEETING AT 3 DEG PITCH

100 x 50 x 20 x 2 LIPPED CHANNEL

WINDOW

SEMI FACEBRICK SEMI FACEBRICK

SEMI FACEBRICK DOOR

ie

ie

F.F.L ie

WEST ELEVATION

NEW 100mmØ P.V.C SOILPIPE @ MIN. FALL 1:40

TOILET

F.F.L

TOILET

F.F.L

TOILET

TOILET

TOILET

n.g.l.

n.g.l.

F.F.L ie

ie

ie

F.F.L

F.F.L

SOUTH ELEVATION

n.g.l.

ie

n.g.l.

STEPS DOWN

D02

D03

D02

D03

W01

D02

W02

W02

146 x 254 x 6 I-BEAM

FFL

DOOR NO.

D 02

QUANTITY

11

FRAME FINISH

SOLID MERANTI TIMBER DOOR FRAME FIXED TO BRICKWRK AND FINISHED WITH MIN. 2 COATS OF VARNISH COLOR TO ARCHITECTS APPROVAL

DOOR TYPE

GENERAL NOTES & COMMENTS

FFL

DOOR NO.

D 03

QUANTITY

02

FRAME FINISH

ALUMINIUM DOOR FRAME FIXED TO BRICKWRK AND POWDER COATED FINISH. COLOR TO ARCHITECTS APPROVAL

DOOR TYPE

SEMI- SOLID HOLLOW CORE INTERNAL MERANTI TIMBER DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL

ALUMINIUM DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL

GENERAL NOTES & COMMENTS

- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE - EXTERNAL DOOR FRAMES: 75X50 MERANTI TIMBER - INTERNAL DOOR FRAMES: 110X50 MERANTI TIMBER

FFL

DOOR NO.

- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE

D 02

QUANTITY

05

FRAME FINISH

SOLID MERANTI TIMBER DOOR FRAME FIXED TO BRICKWRK AND FINISHED WITH MIN. 2 COATS OF VARNISH COLOR TO ARCHITECTS APPROVAL

DOOR TYPE

GENERAL NOTES & COMMENTS

FFL

DOOR NO.

D 03

QUANTITY

02

FRAME FINISH

ALUMINIUM DOOR FRAME FIXED TO BRICKWRK AND POWDER COATED FINISH. COLOR TO ARCHITECTS APPROVAL

DOOR TYPE

SEMI- SOLID HOLLOW CORE INTERNAL MERANTI TIMBER DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL

GENERAL NOTES & COMMENTS

- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE - EXTERNAL DOOR FRAMES: 75X50 MERANTI TIMBER - INTERNAL DOOR FRAMES: 110X50 MERANTI TIMBER

ALUMINIUM DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL - ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE

FFL

DOOR NO.

D 02

QUANTITY

01

FRAME FINISH

SOLID MERANTI TIMBER DOOR FRAME FIXED TO BRICKWRK AND FINISHED WITH MIN. 2 COATS OF VARNISH COLOR TO ARCHITECTS APPROVAL

DOOR TYPE

GENERAL NOTES & COMMENTS

FFL

WINDOW NO.

W01

QUANTITY FRAME FINISH

SOLID HOLLOW CORE INTERNAL MERANTI TIMBER DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL

GLAZING

- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE - EXTERNAL DOOR FRAMES: 75X50 MERANTI TIMBER - INTERNAL DOOR FRAMES: 110X50 MERANTI TIMBER

GENERAL NOTES & COMMENTS

FFL

WINDOW NO.

07

W02

RESIDENTIAL TYPE ALUMINIUM . WINDOW SECTION. BRONZE POWDER COATED.

QUANTITY FRAME FINISH GLAZING

GLASS ACCORDING TO SAGGA REGULATIONS. GLAZING THICKNESS 4MM GLASS PUTTIED WITH WINDOW PUTTY, TO COMPLY WITH SANS 10400 PART N ALUM., GLASS, CEILING, PARTIONING AND EXPANDED POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400

FFL

WINDOW NO.

15

W02

RESIDENTIAL TYPE ALUMINIUM . WINDOW SECTION. BRONZE POWDER COATED.

QUANTITY FRAME FINISH GLAZING

GLASS ACCORDING TO SAGGA REGULATIONS. GLAZING THICKNESS 4MM GLASS PUTTIED WITH WINDOW PUTTY, TO COMPLY WITH SANS 10400 PART N

GENERAL NOTES & COMMENTS

01

FIRST FLOOR PLAN (B)

RESIDENTIAL TYPE ALUMINIUM . WINDOW SECTION. BRONZE POWDER COATED.

PROPOSED NEW ALTERATION FOR: MR. & MS. WALKLY STAND : 197 STREET : 1435 PETER STREET ROODEPOORT

GLASS ACCORDING TO SAGGA REGULATIONS. GLAZING THICKNESS 4MM GLASS PUTTIED WITH WINDOW PUTTY, TO COMPLY WITH SANS 10400 PART N

ALUM., GLASS, CEILING, PARTIONING AND EXPANDED POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400

GENERAL NOTES & COMMENTS

ALUM., GLASS, CEILING, PARTIONING AND EXPANDED POLYSTYRENE TO COMPLY TO ITS RELATIVE BODIES. GLASS TO WINDOWS AND DOORS TO COMPLY WITH ALL NBR STANDARDS AND SANS 10400

WINDOW SCHEDULE

DOOR SCHEDULE

146 x 254 x 6 I-BEAM

146 x 254 x 6 I-BEAM

146 x 254 x 6 I-BEAM

STEPS DOWN LOUNGE CARPET

B 70 mm DRY WALL

146 x 254 x 6 I-BEAM

146 x 254 x 6 I-BEAM

146 x 254 x 6 I-BEAM

146 x 254 x 6 I-BEAM

STEPS UP

STUDY CARPET

A

STEPS UP 146 x 254 x 6 I-BEAM

ALTER CARPET

146 x 254 x 6 I-BEAM

146 x 254 x 6 I-BEAM

146 x 254 x 6 I-BEAM

146 x 254 x 6 I-BEAM

146 x 254 x 6 I-BEAM

FIRST FLOOR PLAN (A)

NURSERY CARPET CRECHE TILES SEATING SMOOTH FLOATED CONCRETE

STEPS UP

ELECTRICAL LEGEND STEPS UP FOYER SMOOTH FLOATED CONCRETE

ie

BASIN

BASIN

BASIN

BATHROOM TILES

WC WC

146 x 254 x 6 I-BEAM

146 x 254 x 6 I-BEAM

TOILET

146 x 254 x 6 I-BEAM

TOILET

146 x 254 x 6 I-BEAM

TOILET

146 x 254 x 6 I-BEAM

146 x 254 x 6 I-BEAM

TOILET

146 x 254 x 6 I-BEAM

TOILET

TOILET

TOILET

SINK

BATHROOM TILES

CAFETERIA SMOOTH FLOATED CONCRETE

BASIN

KITCHEN TILES

146 x 254 x 6 I-BEAM

STORAGE ROOM

STEPS DOWN

146 x 254 x 6 I-BEAM 146 x 254 x 6 I-BEAM

B ie

NEW 100mmØ P.V.C SOILPIPE @ MIN. FALL 1:40

ie

ie

ie

ie

ie

ie

ie

A

GROUND FLOOR PLAN

MOUNTED IN-CEILING

All Electrical Work Shown On Plan Is Based On Common S.A.B.S. Approved Equipment To Be Used.

Lights, Light fittings And Plugs Are all According To Owner Specification.

All Electrical Work To Be Done By A Qualified Electrician, Whereby A Certificate Of Compliance Must Be Issued After Work Has Been Done

STEFAN v HEERDEN

Sheet 2 of 2 146 x 254 x 6 I-BEAM

NEW 200mm CONCRETE FLOOR

DPC

STAIR DETAIL DETAIL 6

10000

84850 MG

5 m B/LINE

ie

ie RE

ie ie

E

Brick-force to be incorporated at every third brick layer

FOUNDATION DETAIL

US

ie

G

HO

IN

T IS

EX

ie

EXISTING POOL

ie

12199

PROPOSED NEW ALTERATION FOR: MR. & MS. WALKLY STAND : 197 STREET : 1435 PETER STREET ROODEPOORT

20000 ie ie ie

EXISTING O/BUILDING 12199

ie

57

99 0

All Concrete Foundations According To Engineer's Detail

D02

D03

ie

ie

ie

NEW ADDITION

2000

28450

2000

FFL

02

FRAME FINISH

SOLID MERANTI TIMBER DOOR FRAME FIXED TO BRICKWRK AND FINISHED WITH MIN. 2 COATS OF VARNISH COLOR TO ARCHITECTS APPROVAL

DOOR TYPE

GENERAL NOTES & COMMENTS

FFL

DOOR NO.

D 03

QUANTITY FRAME FINISH DOOR TYPE

SEMI- SOLID HOLLOW CORE INTERNAL MERANTI TIMBER DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL

GENERAL NOTES & COMMENTS

- ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE - EXTERNAL DOOR FRAMES: 75X50 MERANTI TIMBER - INTERNAL DOOR FRAMES: 110X50 MERANTI TIMBER

01

ie

ALUMINIUM DOOR FRAME FIXED TO BRICKWRK AND POWDER COATED FINISH. COLOR TO ARCHITECTS APPROVAL ALUMINIUM DOOR FIXED TO DOOR FRAME WITH BUTT HINGES DOOR SWINGS AS PER PLAN DOOR TO BE FINISHED WITH MIN. 2COATS OF VARNISH COLOUR TO ARCHITECTS APPROVAL - ALL QUANTITIES CALCULATED MAY BE APPROXIMATE AND NEED TO BE VERIFIED WITH QUANTITY SURVEYOR ON SITE

10 m B/LINE

DOOR SCHEDULE TYPICAL BALANCED HIGH PRESSURE HOT WATER SYSTEM Vacuum breaker Hot water Safety valve Vacuum Emergency ove breaker Electric water 300 Min.

Cold water

Hot water

IBR ROOF SHEETING AT 3 DEG PITCH

100 x 50 x 20 x 2 LIPPED CHANNEL

NOTE: it is recommended to placepressure control valves and relief valves on the outside in a box rather than in the roof. All geysers manufactured after 1976 must have a safety valve. Vacuun breakers prevent back-siphonage, geyser collapse and assist in geyser drainage.

100 x 50 x 20 x 2 LIPPED CHANNEL

NEW LINTELS

STUDY

Electrical connection to element & thermostat

146 x 254 x 6 I-BEAM

IBR ROOF SHEETING AT 3 DEG PITCH

Double insulated

ide

Toilet

Shower

Pressure control & expansion relief Linear strainer

NEW ADDITION

PRESSURE CONTROL

71450

LOUNGE NEW LINTELS

146 x 254 x 6 I-BEAM

rflow to outs

Drain lock

heater (Geyser) (100-400 KPa)

NOTE: This is an example of a hot water system and it must be stressed that the configuration depends on the pressure, the geyser, control valves, safety valves and the application.

Geysers are usually made to withstand certain pressures as do some control valves. Consult a plumbing engineer or the supplier to obtain the best configuration for your application before purchasing.

167900

D 02

ROOF NOTES: NEW 3° CEMENT TILED ROOF. 38x114mm RAFTER AND TIE BEAM @ 750mm c/c.

38x38mm BATTENS @ 320-380mm c/c.

114x38mm RAFTER @ 1400mm.

RAFTERS TIED DOWN WITH 4mm TIE-WIRE. PVC UNDERLAY TO TILES. ALL ROOF TRUSSES GUARANTEED WITH I.T.C FINAL CERTIFICATE. FINAL MEASUREMENTS TO BE TAKEN PRIOR TO CONSTRUCTION OF ROOF TRUSSES. LINTELS OVER WINDOWS AND DOORS. 100x75mm G.I. GUTTERS AND DOWNPIPES. GLAZING TO COMPLY WITH PART N OF SABS 0400.

OWNER IS RESPONSIBLE FOR QUALITY AND CORRECTNESS OF BUILDING WORK.

QUANTITY

10 m B/LINE

DOOR NO.

Balostop

Mixer taps

1m HIGH BALISTRADE Hand basin

Expansion

Sink

SECTION B-B

75 100 2 x 50 x 100 beams at approx. 600 centres

700

700

700 Tie beam

3. In colder areas where frost occurs, it is highly recommended to insulate the piping with a foam sleeve or similar product.

4. Allow 150mm clearance at top of safety valve and 600mm clearance at the electrical element and thermostat for servicing purposes. The geyser should be placed in an appropriate area where it is central to all fittings and easy to reach.

AVERAGE HOT WATER CONSUMPTION 60 litres Bath 5 litres Handbasin 36 litres Shower (4 minutes / person) 6 litres Kitchen sink (per wash-up) Dishwasher / Washing machine 14 litres

3837 ie ie

800 x 800 FOUNDATION

ie

ie

0

800 x 800 FOUNDATION

Double insulated

n.g.l.

10 m B/LINE 2

DPC

15

SECTION A-A

NEW CONCRETE FOUNDATION According to engineer

F.F.L

HARDCORE FILLING

HARCORE FILLING

NEW CONCRETE FOUNDATION According to engineer

NEW 200mm CONCRETE FLOOR

CE

F.F.L

AN

DPC

28000

TR

n.g.l.

0

n.g.l.

14

NEW CONCRETE FOUNDATION According to engineer

DPC

2 x 50 x 75 beams to accomodate geyser

1. Thermstat settings to be 65°c or a maximum of 75°c 2. Galvanized iron pipes to be a maximum of 20mm in diameter, reduced to 12mm at fittings. (Copper piping is recommended)

15

HARCORE FILLING

F.F.L

Overflow

146 x 254 x 6 I-BEAM

146 x 254 x 6 I-BEAM

TOILET

Ground level

NOTE:

Geyser

14

NEW 200mm CONCRETE FLOOR F.F.L

WC

GEYSER PLATFORM IN ROOF

EN

F.F.L

STEPS DOWN

R

DPC

BATHROOM

NEW LINTELS

NEW LINTELS

Meter box

SITE PLAN

MOTOR ENTRANCE 1

O TO

n.g.l.

NEW LINTELS

Gate valve

M

NURSERY

Bath

SLAB TO END DETAILS

10688

PC LINTOLS

F.F.L

ENTRANCE LOBBY

NEW 255mm CONCRETE FLOOR SLAB

Stefan van Heerden

6

5

3

4

ITEM 1 2 3 4 5 6 7 8 9 10 11

D

7

11

9

5

6

8

4

DESCRIPTION S/H 120x120x3 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 150x50x20x2 L/C 75x50x20x2

D

A - 4000 m (75x50x20x2) B - 4700 m (75x50x20x2) C- 4000 m (75x50x20x2)

C

10

1

Note A,B and C Lipped Channel Beams are not viewed in the part list The dimensions are as follows:

A C

QTY 4 1 3 2 2 3 1 1 1 1 3

2 PARTS LIST PART NUMBER 2500 m S H 12 000 m L C 4700 m L C 3400 m L C 1700 m L C 4000 m L C 3000 m L C 1200 m L C 3500 m L C 1800 m L C 10800 m L C

C

B

Top View B

B

2

1

Left View

3

DRAWN

S van Heerden CHECKED

A

QA

Note: Members can be bolted together or welded together Note All L/C 150x50x20x2 specific lenghts are given in the parts list above

MFG APPROVED

2018/03/10 TITLE

3

1

Assembly Afdak

SCALE

4

REV

DWG NO

A3

5

A

Proposed Shed/Afdak SIZE

6

Right View

Front View

2

1 / 75

SHEET

1

5 1

OF

4709.55

6

4000.00

13850.47

Afdak Isometric View

1204.81

2500.00

HOUSE

5°

B

GL

GL

D

HOUSE

3056.04 A

C

Afdak consits of a slope to accomodate rain water drainage

Afdak attached to house by rawlbolts

DETAIL D SCALE 1 / 50

1

D

4000.00

4050.43 HOUSE

3454.51 B

C

3400.20

4049.19 3400.20

C

3400.38

3401.62 HOUSE

HOUSE

2

Four evenly seperated square tubing (120x120x3) columns to support the structure

C D

3

4

1825.47

5

4000.00

6

DRAWN

S van Heerden CHECKED QA

MFG

GL

5

SECTION C-C SCALE 1 / 100

APPROVED

2018/03/10 TITLE

SIZE SCALE

3

REV

DWG NO

A3

4

A

Proposed Shed/Afdak 1

Assembly Afdak 1 / 100 2

SHEET

2

5 1

OF

5

3

50.00 R2.00

2

75.00

4

20.00

6

1

4000.00

D

D

A. 75x50x20x2

4700.00 C

C

B. 75x50x20x2

11. 75x50x20x2

B 75.00

B

10800.00

All structural steel members on this sheet represent the L/C (Lip Channel type) the overall size is 75 mm x 50 mm x 20 mm x 2mm

DRAWN

S van Heerden CHECKED QA

MFG

A

APPROVED

2018/03/10 TITLE

SIZE SCALE

5

4

3

REV

DWG NO

A3

6

A

Proposed Shed/Afdak 1

Assembly Afdak 0,03 : 1 2

SHEET

3

5 1

OF

6

5

3

4

2

1

M22 Rawlbolts will be used to fasten onto the house (With All beams connected to the house)

n20.00

n20.00

n20.00 x 1122.50

D

D 1000.00

1000.00

1000.00

1000.00 4000.00

6. L/C 150x50x20x2 (4000)

n20.00

n20.00 x 485.50

1133.30

1133.30

C

1133.40 C

3400.00 4. L/C 150x50x20x2 (3400)

9. L/C 150x50x20x2 (3500)

20.00

150.00

50.00 n20.00

n20.00 x 651.75

n20.00

R2.00 875.00

875.00

B

875.00

n20.00

750.00

7. L/C 150x50x20x2 (3000)

875.00

3500.00

B n20.00 x 366.75

n20.00

750.00

750.00

750.00

3000.00 n20.00 x 707.75 n20.00

DRAWN

S van Heerden

n20.00

CHECKED QA

5. L/C 150x50x20x2 (1700)

A

MFG APPROVED

425.00 6

5

425.00 4

1700.00

425.00

425.00

2018/03/10 TITLE

SIZE

REV

DWG NO

A3

1

Assembly Afdak

SCALE

3

A

Proposed Shed/Afdak

2

1:15

SHEET

4

5 1

OF

6

5

3

4

2

1

687.50 D

D

C

C

Template for Sink Roof and Dimensions

90.00

50.00

1200.00

120°

B

B

0

1.5

DRAWN

S van Heerden

CHECKED QA MFG

A

APPROVED

2018/03/10 TITLE

SIZE

4

3

1

Assembly Afdak

SCALE

5

REV

DWG NO

A3

6

A

Proposed Shed/Afdak

2

1:8

SHEET

5

5 1

OF

www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

No.

Description

Date

Owner Project Name COVER PAGE

0001

Project number Date

Issue Date Author

Drawn by

1 Scale

2018/02/06 11:53:09 AM

Checker

Checked by

1

Ground Storey 1 : 100

31815

6110

6437

6220

1000

125

12048

110

3055

220

114

3055

LIGHT

440

3428

440

3430

CEILING

440

19

CURTAIN WALL

19

440

22 ROOFLINE

4

19

2

NEW BEDROOM 35 m²

22

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

CARPET

TOP

3362

110 1800

440

2000

BIC

11

2920

WHB

B

3365

440

---

B-ROOM TILES 5 m² WC

22

22

CURTAIN WALL

NEW BEDROOM 24 m²

No.

1779 220 1800 220

21 22

WHB

2

440

440

3606

22

23

ROOFLINE

23

LINTELS

LINTELS

24

TILES

20

NEW COVERED WALKWAY Not Enclosed STONE

22

6. BASEMENT STOREY STAIR SECTION 8 FOUNDATION 1 : 25 FOOTING

ROOFLINE

440

3 2

220

3399

110

2580

110

2600

Date

1952

NEW FIRE PLACE (GAS)

2

3124

Description

TILES

22 3364

1800

9

SH

B

WC

440

1907

OUTSIDE BALCONY Not Enclosed

GRANO

NEW RECEPTION AREA 41 m²

NEW W.I.C 5 m²

12

B-ROOM 5 m² TILES

ROOFLINE

17

NEW GARAGE 42 m²

BIC BIC

NEW W.I.C 5 m²

SH

ROOFLINE

New 150 mm thick reinforced concrete roof slab over according to engineers details.

TOP

BIC

8

4000

440

2190

6

NEW BEDROOM 23 m²

22

TILES NEW PASSAGE AND CORRIDOR 32 m²

17545

3361

2201090

5

19

7

NEW LINEN STORE 3 m²

13 ROOFLINE

NEW GARAGE 18 m²

6000

BIC

10

GRANO

TOP

16

BIC

NEW PASSAGE

CARPET

NEW W.I.C 5 m²

3000

CARPET

BIC

23

15

BIC

NEW W.I.C 7 m²

BEAM OVER

22

SH

LINTELS

20545

14

CARPET

23

B

1077

Main Bedroom 52 m² CARPET

WHB

WHB

SH

22

WC

B - Room 5 m²

820

LINTELS

3361 440

8768

B - Room 8 m²

22

439

WHB

WC

TOP

110 1910

B

5227

ROOFLINE

3885

2451

19

ROOFLINE

440

19

22

1203

3. GROUND FLOOR SECTION - ROOF, CELING 7 &1 :LIGHTS 20

2120

OUTSIDE BALCONY Not Enclosed

440

3000

2010

440

3430

440

440

www.autodesk.com/revit

150

110

3640

6217

5000

220

Owner 1700

Project Name

5

2

2

7

FLOOR PLAN

2

0001

Project number

Issue Date

Date

S.VH

Drawn by

1. GROUND FLOOR 2 SECTION 1 : 200

2. GROUND FLOOR 3 SECTION 1 : 200

3. GROUND FLOOR 4 SECTION 1 : 200

1. GROUND FLOOR - WINDOW 5 SECTION 1 : 25

1. GROUND FLOOR - DOOR 6 SECTION 1 : 25

Checker

Checked by

2 Scale

As indicated

2018/02/06 12:28:59 PM

6

1231

4557

110

2557

110

4494

3495

3055

4. LOWER GROUND STOREY STAIR SECTION 4 Callout 1 : 25 1

300

www.autodesk.com/revit 440 791

22

186

440

220

22 39

WHB

B - ROOM 5 m² TILES

23

22

B

SH

NEW W.I.C 5 m²

TILES

PLAY ROOM 25 m²

BIC

OPEN BALCONY Not Enclosed

22 29

38

37 600

NEW PRAYING ROOM 34 m²

440 3345

CARPET

LIVING ROOM/KITCHEN/DINING ROOM Not Enclosed

22

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

CARPET

OPEN BALCONY Not Enclosed

WATER FOUNTAIN

26

2

27 3

4

3

22

440

HARDCORE FILLING

Consultant Address Address Phone Fax e-mail

5922

22 22 33

11601

2781

BIC

28

3516

220

36

CARPET

23

440

2230

CARPET

Consultant Address Address Phone Fax e-mail

220 1269 220

440

5341

35 NEW BEDROOM 24 m²

HARDCORE FILLLING

2231

WC

TOP DINING ROOM

TILES

2735

34 Room 10 m²

HARDCORE FILLING

22

2

WHB

24

Room 3 m²

3

2723

OPEN BALCONY Not Enclosed

TOP

220

TOP

31

2503

2943

2754

440

22

300

4190

CARPET TILES

HARDCORE FILLLING

3389

32

22

20

20

---

3731

1

220

3856

220

2 72

22

50

30 -

186

220

440

WC

3939

110 1318 110

No.

Description

Date

5666

5. LOWER GROUND STOREY STAIR SECTION 5 Callout 1 : 25 1

Lower Ground Story 1 : 100

Owner Project Name LOWER GROUND STOREY

5

4

3

189

3

0001

Project number

Issue Date

Date

4. LOWER GROUND STAIR SECTION 2 STOREY 1 : 100

5. LOWER GROUND STAIR SECTION 3 STOREY 1 : 100

6. LOWER GROUND STORY EXTERIOR STAIR 6 SECTION 1 : 50

Author

Drawn by

Checker

Checked by

3 Scale

As indicated

2018/02/06 12:32:07 PM

250

19609

6973

220

220

2400

110

3356

11418

1320

220 1201 220

5230

6110

www.autodesk.com/revit

220

220

23

41

1931 440

220

220

20545

72 9 SH

N -VOID 13 m² SH

52

NEW BOAT GARAGE 40 m² GRANO

TILE

WC

3753

WHB

CARPET WHB

NEW STAFF QUARTERS 11 m²

220

2835

2173

B

TILE

220

22

WC

NEW B - ROOM 6 m²

49

50

220

12871

22

220

3166

30.1 2°

220

NEW BOATING EQUIPMENT STORE N - CLOAK ROOM 6 m² 8 m² TILE

6628

500

47

51

2000

220

No.

2503

46

Consultant Address Address Phone Fax e-mail

Description

Date

110

GYM EQUIPMENT

22

Consultant Address Address Phone Fax e-mail

1212

23

GYM 77 m²

TILE

HARDCORE FILLING

GYM EQUIPMENT

439

440

1000

6015

22

3668

1930

600

GYM EQUIPMENT

45

5998

40

3585

440

22

220

42

1931

1930

43

3585

8326

20545

988

HARDCORE FILLING

220 1200

GRANO

220

1000

2067

ENCLOSED VOID Not Enclosed

44

1000

220

CARPET

OPEN BALCONY Not Enclosed

1000

2000

STUDY 15 m² CARPET

Consultant Address Address Phone Fax e-mail

220

4141

LIBRARY 9 m² CARPET

CINEMA ROOM 42 m²

Consultant Address Address Phone Fax e-mail

6. BASEMENT STOREY SECTION - Callout 2 4 STAIR 1 : 25

220 1220

14729 300

Owner

1 : 100 186

Project Name BASEMENT GROUND STOREY

0001

Project number

3 4

Issue Date

Date

4

Author

Drawn by

4

Checker

Checked by

8 2

6. BASEMENT STOREY 6. BASEMENT STOREY SECTION STAIR SECTION - Callout 1 2 STAIR 3 1 : 100 1 : 20

4 Scale

As indicated

2018/02/06 12:29:47 PM

Basemanet Ground Story

31.7 5°

1

www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

First Story 2785 Ground Storey

Consultant Address Address Phone Fax e-mail

0 I BEAM -500 NGL -255 Brick Pillars 2 -1630 Lower Ground Story

Consultant Address Address Phone Fax e-mail

-2785 Stair Case NGL BASE 2 -4172 -3040 Basemanet Ground Story -5570

Consultant Address Address Phone Fax e-mail

NGL 3 -5825 Bottom of Pool

-7725

1

East 1 : 100

First Story

No.

Description

Date

2785 Brick Pillars 1155 Ground Storey I BEAM 0 -500 NGL

-255 Brick Pillars 2 Lower Ground -1630 Story -2785

Stair Case NGL BASE 2 -4172 -3040 Basemanet Ground Story NGL 3 -5570 -5825 Bottom of Pool

-7725

Owner

North 1 : 100

Project Name ELEVATIONS I (E&N)

0001

Project number Date

Issue Date Author

Drawn by

Checker

Checked by

5 Scale

1 : 100

2018/02/06 12:30:44 PM

2

5 2

30 23 -8000

www.autodesk.com/revit

0 87 19

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

STAND 278

4720

TO P

-5997

-7000

264

OS UR FA C

Consultant Address Address Phone Fax e-mail

N

Consultant Address Address Phone Fax e-mail

E

/ 10

PROPERTY LINE

-6000

2414

STAND 287

Consultant Address Address Phone Fax e-mail

2568 0

NEW POOL

TOPOSURFACE

50507

00

24 28 0

1800

2

PRO PER TY L I

NE 25 / 1000

-230

No.

37 97

4

Description

Date

16259 NEW DWELLING

STAND 275

/ 1000 462

---

3

2720

-

2418

2

2555

-230

E CL HI SS VE C E AC

2

2m STORMWATER SERVITUDE LINE

5

[No Slope]

258 / 1000

PROPERTY LINE

1

17713

2

-230

IN

58876 STAND 274

D 87 OA 8 12 L R NA R TE

Owner Project Name SITE PLAN 0001

Project number Date

Issue Date Author

Drawn by

Checker

Checked by

7

1 6

1

Site 1 : 100

Scale

1 : 100

2018/02/06 12:31:03 PM

18354

2

2m STORMWATER SERVITUDE LINE

6

1:00 PM www.autodesk.com/revit

09 June

N

6:51 AM

E

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

No.

Description

5:23 PM

Date

Owner Project Name SUN PATH 0001

Project number

S

Issue Date

Date

Author

Drawn by

Checker

Checked by

1

SUN PATH

8 Scale

2018/02/06 5:39:58 PM

W

Spatial Set - Working Drawings