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