SPUTUM

COURTYARD

WITH PERGOLA

COURTYARD

COURT

YARD

COURTYARD

WITH PERGOLA

CO

UR

TY

AR

D

CO

UR

TY

AR

D

COURTYARD

5° FALL

5° FALL

3560

400

600

300

Line of gutter

400

Lin

e o

f ro

of sh

ee

tin

g

Line of roof sheeting

4330

600

200

600

400

600

300

4000 3800 5330 5330 5330 5330

Duct

DuctDuct

Duct

Duct DuctDuct

Duct

8° FALL

4330 4330

3560 7480 7480 7480

4890 4890

300

4400

4400

4400

4400

4992

FF

8° FALL

2530

2780

2780

2835

2835

2780

300

400

600

5803

5947

5660

300

10360

5530

16560

5310

4875 4875

4875 4413

400

1R

W2

RW

3R

W4

RW

5R

W6

RW

6000 6000 6000 5960

5590

7RW 8RW 9RW 10RW11

RW12

RW 13RW14

RW 15RW

4340

29RW

600

300

400

5640 5640

5° FALL

5° FALL

300

300

4860

400

600

30RW

8° FALL

5830

5830

300

400

600

300

31RW

5830

5830

600

400

300

300

300

600

300

400

5660

8° FALL

21RW 18RW

5° FALL

5° FALL

33RW

32RW

28RW

300

300

600

8° FALL

8° FALL

8° FALL

22

RW

26

RW

2805 3020 3000 3000 3000 3000 3000 3300 2708 2708

1° FALL

1737

596

A B C D E F G H J K L M N P

1

2

3

4

5

6

7

8

9

10

11

1

2

3

4

5

6

7

8

9

10

11

B

B

C

C

E

E

F

F

D

D

G G

10

10

10

10

10

10

10

10

10

10

10

1010

10

10

10

10

Line of roof sheeting

Line of gutter

Line of roof sheeting

Lin

e o

f ro

of sh

ee

tin

g

Line of roof sheetingLine of roof sheeting

Line of roof sheeting

Line of roof sheeting

Line of roof sheeting

Line of roof sheeting

Line of roof sheeting

Line of roof sheeting

Line of roof sheeting

Lin

e o

f ro

of sh

ee

tin

g

Lin

e o

f ro

of sh

ee

ting

Lin

e o

f ro

of sh

ee

tin

g

Lin

e o

f ro

of sh

ee

tin

g

Lin

e o

f g

utte

r

Lin

e o

f ro

of sh

ee

tin

g

Lin

e o

f ro

of sh

ee

tin

g

Lin

e o

f ro

of sh

ee

tin

g

Lin

e o

f ro

of sh

ee

tin

g

Lin

e o

f ro

of sh

ee

tin

g

Lin

e o

f ro

of sh

ee

tin

g

Lin

e o

f ro

of sh

ee

tin

g

Lin

e o

f ro

of sh

ee

tin

g

Line of roof sheeting

A27

A27

A27

A27

A27

A27

A27

A27

A27

A27

400

23

RW

24

RW

25

RW

20

RW

19RW 17RW 16RW

27RW

See higher level roof

plan for this area

Steel roof structure as

per SE design

See higher level roof

plan for this area

2323

23

23

23

18

Lin

e o

f g

utte

r

Line of gutter

35RW

34RW

46

RW

45

RW

44

RW

43

RW

42

RW

41

RW

40

RW

39

RW

38

RW

37

RW

36

RW

18

18

Cat ladder to engineers

detail & spec

Cat ladder to engineers

detail & spec

6590

47RW

Q

Q

RR

HH

12

13

A0

12

13

2910

90

2910

21

2

4

2

11

12

2

11

22

12

11

2

11

11

4

11

21

12

1

4

1

11

12

1 1

12

12

2

1

12

12

1

11

12

2

12

2

20

2

2

12

2

12

2

21

11

4

2

5

4

5

11

1

11

1

12

9

20

2

11

11 1

11

1

21

4

1 1

21

1

4

1

11

1

1

1

4

21

21

11

4

1 1

11

4

1

11

1

1212

1

12

21

11

1

12

12

1

2111

12

4

14

7

14

19

11

19

14

12

19

7

2

1

12

11

21

9

11

9

9

12

11

12

2

2

2

21

4

2

21

ROOF PLANSCALE 1:100

Steel roof truss as per SE

100mmØ Galv mild steel rain water

down pipe

10

Purpose made Galv sheet metal gutter

LEGEND

Saint Gobain Pipelines South Africa 90º centre bolt side

roof outlet with dome grating (Down pipe size as per Eng)

1875mmØ Galv sheet metal rain water down pipe

Structural steel frame for roof window opening and roof supprt (As per SE)

(See detail 1)

Klip-lok 700 Sheet metal roof covering

Klip-lok galv headwall flashing

A01

A21

Waterproofing on screed to fallA02

Steel roof truss type 2 designed to accommodate roof

window (As per SE)

1

2

Wall beam filling12

4

5

8

6

Angled mild steel column as per SE

7

440 x 440 Concrete column as per SE9

11

Concrete up-stand beam plastered with fall to inside and

waterproof as per detail

13

Mild steel I-section ring beam as per SE14

Purpose made mild steel fascia as per detail15

16Insulation under roof sheeting

A27

A22

A23

A26

Mild steel U-Channel beam19

Apex flashing

A28 Valley gutter

A2921

20

Side flashingA2922

Standard 100mmsheet metal gutter

23 A22

1° FALL

1° FALL

18

18

Ridge to be cranked

24

24

2525

25

25

Mild 100x50 steel

lip-channel purlin

Mild 75x50 steel

lip-channel purlin

Mild 75x50 steel

lip-channel purlin

220

220

220

220

110

14

14

1. ALL DIMENSIONS AND LEVELS TO BE CHECKED

ON SITE AND WHERE APPLICABLE TO MATCH

EXISTING STRUCTURE.

2. ANY DISCREPANCY OR CONTRADICTION TO

IMMEDIATELY BE REPORTED TO THE ARCHITECT.

3. DRAWINGS NOT TO BE SCALED.

4. USE PROFILE COLUMNS AT 85mm. CENTRES FOR

BRICKWORK EXCEPT WHERE SPECIFIED DIFFERENTLY.

5. A COMPLETE SET OF DRAWINGS TO BE AVAILABLE ON

SITE AT ALL TIMES.

6. ALL DIMENSIONS AS SHOWN PLAN TO BE PLOTTED

ON SITE AT A HORIZONTAL LEVEL.

7. THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT

LAYOUT OF BUILDINGS ON SITE IN RELATION TO SITE

BOUNDARIES AND BUILDING LINES.

8. ALL DRAWINGS TO BE READ IN CONJUNCTION WITH

STRUCTURAL / CIVIL ENGINEERS DETAIL AND

DRAWINGS WHERE APPLICABLE.

9. ALL BUILDING WORK TO COMPLY WITH SABS/NBR

0400 OF 1990

600

400

300

300

400

400

400

300

300

400

400

300

400

300

400

600

300

300

300

400

1° FALL 1° FALL

10239

400

400

300

4880

9110

C

C

G

HIGHER LEVEL

ROOF PLAN

Scale 1:100

1° FALL

RWDP

400

400

15

14

19

15

14

77

19

19

19

19

19

14

15

14

15

14

8

9

19

8

15

9

8

6

19

6

19

8

15

8

1514

19

15

300

300

400

400

400

400

300

300