rc surface bed 100mm thk, 30mpa rc surface bed100mm … · rc foundation layout scale 1 : 100...
TRANSCRIPT
A
A
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26
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28
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75
0
750
750
750
75
0
3855
750
GROUND FLOOR - RC FOUNDATION LAYOUT
SCALE 1 : 100
RC STRIPFOOTING
750 x 250mm dp, 30MPa
TYPICAL
RC STRIPFOOTING
750 x 250mm dp, 30MPa
TYPICAL
RC
S
TR
IP
FO
OT
IN
G
75
0 x 2
50
mm
d
p, 3
0M
Pa
TY
PIC
AL
RC
S
TR
IP
FO
OT
IN
G
75
0 x 2
50
mm
d
p, 3
0M
Pa
TY
PIC
AL
RC
S
TR
IP
FO
OT
IN
G
75
0 x 2
50
mm
d
p, 3
0M
Pa
TY
PIC
AL
RC
S
TR
IP
FO
OT
IN
G
75
0 x 2
50
mm
d
p, 3
0M
Pa
TY
PIC
AL
600mm RC WALL
600mm RC WALL
2495 293 1900 293 2495
85
mm
S
TE
P
85mm STEP
85mm STEP
85
mm
S
TE
P
85
mm
S
TE
P
85mm STEP
85mm STEP
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC RAFT BEAM
350 x 515mm dp, 30MPa
RC RAFT BEAM
350 x 515mm dp, 30MPa
RC RAFT BEAM
350 x 515mm dp, 30MPa
RC
R
AF
T B
EA
M
35
0 x 5
15
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 5
15
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 5
15
mm
d
p, 3
0M
Pa
RC RAFT BEAM
350 x 700mm dp, 30MPa
RC RAFT BEAM
350 x 700mm dp, 30MPa
RC RAFT BEAM
350 x 700mm dp, 30MPa
RC RAFT BEAM
350 x 700mm dp, 30MPa
RC RAFT BEAM
350 x 700mm dp, 30MPa
RC RAFT BEAM
350 x 700mm dp, 30MPa
RC RAFT BEAM
350 x 700mm dp, 30MPa
RC
R
AF
T B
EA
M
35
0 x 7
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 7
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 7
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 7
00
mm
d
p, 3
0M
Pa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC
R
AF
T B
EA
M
35
0 x 6
00
mm
d
p, 3
0M
Pa
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
RC BASE
2320 x 1000 x 700mm dp
RC BASE
2320 x 1000 x 700mm dp
RC BASE
2320 x 1000 x 700mm dp
RC BASE
2320 x 1000 x 700mm dp
RC BASE
2320 x 1000 x 700mm dp
RC BASE
2320 x 1000 x 700mm dp
RC BASE
2320 x 1000 x 700mm dp
RC BASE
2320 x 1000 x 700mm dp
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
1046
1046
10
00
10
00
EJ
EJ
12
00
1200
12
00
1200
12
00
35
40
12
40
1225 20004178
22
74
0
1200 15849 1200
12
25
18
36
0
12
98
5
85mm STEP
85mm STEP
85mm STEP
24
82
07
50
89
60
06
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 100
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 100
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 100
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 100
RC RAFT SLAB
175mm THK, 30MPa
T.O.C. = 0 100
RC RAFT SLAB
175mm THK, 30MPa
T.O.C. = 0 100
RC RAFT SLAB
175mm THK, 30MPa
T.O.C. = 0 100
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
5630 1200
18
00
21
00
1200
12
00
35
82
35
83
34
85
3680
1200
163
RC RAFT FOOTING
2100 x 350mm dp, 30MPa
RC RAFT FOOTING
2100 x 350mm dp, 30MPa
N.G.L. = 0 000
N.G.L. = 0 000
N.G.L. = 0 000
N.G.L. = 0 000
RC
SU
RFA
CE
BE
D
100mm
TH
K, 3
0MP
a
RC
SU
RF
AC
E B
ED
100m
m T
HK
, 30M
Pa
RC
SU
RF
AC
E B
ED
100m
m T
HK
, 30M
Pa
R
C
S
U
R
F
A
C
E
B
E
D
1
0
0
m
m
T
H
K
, 3
0
M
P
a
R
C
S
U
R
F
A
C
E
B
E
D
1
0
0
m
m
T
H
K
, 3
0
M
P
a
RC
S
UR
FA
CE
B
ED
100m
m T
HK
, 30M
Pa
R
C
S
U
R
F
A
C
E
B
E
D100m
m
T
H
K
, 30M
P
a
RC
S
UR
FA
CE
B
ED
100m
m T
HK
, 30M
Pa
CJ
SC
J
SC
J
SC
J
SC
J
SC
J
CJ
CJ
CJ
CJ
CJ
SCJ
SCJ
CJ
SCJ
CJ
SC
J
CJ
CJ
SCJ
SCJ
SCJ
CJ
CJ
CJ
SC
J
SC
J
SC
J
CJ
CJ
CJ
CJ
CJ
CJ
SCJ
SCJ
SCJ
SC
J
SC
J
CJ
CJ
CJ
SCJ
T.O.C. = 0 100
T.O
.C
. =
0
1
00
T.O
.C
. =
0
1
00
T.O.C. = 0 100
T.O.C. = 0 100
T.O.C. = 0 100
T.O.C. = 0 100
T.O
.C
. =
0
1
00
R
C
S
U
R
F
A
C
E
B
E
D
1
0
0
m
m
T
H
K
, 3
0
M
P
a
T.O.C. = 0 100
61401340
13
40
28
85
11
77
51
21
04
74
51
20
0
1200 9255
CJ
CJ
SC
J
SCJ
CJ
CJ
CJ
CJ
SC
J
SCJ
SCJ
SCJ
RC
S
UR
FA
CE
B
ED
100m
m T
HK
, 30M
Pa
R
C
SU
R
FA
C
E B
ED
100m
m
TH
K, 30M
Pa
T.O.C. = 0 100
T.O.C. = 0 100
T.O
.C
. =
0
1
00
RC STRIPFOOTING
750 x 250mm dp, 30MPa
TYPICAL
SCJ
CJ
CJ
CJ
CJ
SCJ
SC
JS
CJ
05
E
05
A
05
A
05
B
05
B
05
C
R
C
S
U
R
F
A
C
E
B
E
D
1
0
0
m
m
T
H
K
, 3
0
M
P
a
05
D
03
F
03
F
BRICKWORK COLUMNS
230 x 230mm
RC COLUMNS
280 x 280mm
05
G
750
750
12
00
69
60
12
00
12001200
RC STRIPFOOTING
750 x 250mm dp, 30MPa
TYPICAL
T U
T U
12
13
12
13
77
06
68
0
77
06
68
0
RC
S
TR
IP
FO
OT
IN
G
75
0 x 2
50
mm
d
p, 3
0M
Pa
TY
PIC
AL
RC
S
TR
IP
FO
OT
IN
G
75
0 x 2
50
mm
d
p, 3
0M
Pa
TY
PIC
AL
RC
R
AF
T S
LA
B
12
5m
m T
HK
, 3
0M
Pa
T.O
.C
. =
0
1
85
15
85
6850 1900 6850 540013500
3575
3575
RC
S
UR
FA
CE
B
ED
100m
m T
HK
, 30M
Pa
RC
S
UR
FA
CE
B
ED
100m
m T
HK
, 30M
Pa
X V W
14
15
16
17
X V W
2877 6940
50
04
50
00
50
00
R
E
F
E
R
T
O
W
A
S
H
B
A
Y
L
A
Y
O
U
T
22040
STEEL COLUMNS
195 x 195 x 6mm SHS
(STRUCTURAL)
STEEL COLUMNS
195 x 195 x 6mm SHS
1800mm HIGH
(NON-STRUCTURAL)
280mm RC WALL
RC STRIPFOOTING
750 x 250mm dp, 30MPa
TYPICAL
750 3080 750
3600 12001200
12
00
43
40
75
03
82
0
R
C
S
U
R
F
A
C
E
B
E
D
1
0
0
m
m
T
H
K
,
3
0
M
P
a
IJ
IJ
IJ
CJCJ
SCJSCJ
SC
J
R
C
S
U
R
F
A
C
E
B
E
D
1
0
0
m
m
T
H
K
, 3
0
M
P
a
RC
S
TR
IP
FO
OT
IN
G
75
0 x 2
50
mm
d
p, 3
0M
Pa
TY
PIC
AL
REFUSE YARD
RC FOUNDATION LAYOUT
SCALE 1 : 100
GENERAL NOTES
1. Drawings to be read in conjunction with all relevant Architect's,
Consultant's, and Specialist's drawings and specifications.
2. All details and dimensions subject to confirmation on site.
Any discrepancies must be brought to the engineer's attention
prior to construction.
3. Drawings are not to be scaled.
4. All construction workmanship and materials to be in
accordance with the relevant provisions of
“The Application of the National Building Regulations”
(SANS 10400), Building Standards act (Act103)
and the relevant parts of SABS 1200.
5. The works will be inspected form time to time by the
consulting engineer to ascertain that the contractor is carrying
out the work in general conformity with the engineering
drawings and documents.
Such inspections are not for the contractors benefit and do not
relieve him of the responsibility for the proper construction
of the works in accordance with the engineering drawings,
documents and good building practice.
6. The signed original copy of this drawing is kept at the
engineer's office.
INFORMATION
FOR:
Climate Zone
Checked
Drawn
Designed
Project #:
DV
-
DV
RSA0
OCTOBER 2016
-
0372607C
Date
Size
Scale
Building Occupancy
Discipline: Stage: Drawing #: Rev:
S T 01 00
-
Drawing title
GROUND FLOOR LEVEL
FOUNDATIONS LAYOUT
Engineer:
Signed by
STRUCTURAL
Discipline
Project
ELANDSFONTEIN
FIRE STATION
Consultant
Tel: +27(0) 861 878 252
www.csmeng.co.za
Client
S.A. Engelbrecht Reg. no:20140036
RC RING BEAM
280 x 450mm dp, 30MPa
RC RING BEAM
280 x 450mm dp, 30MPa
RC RING BEAM
280 x 450mm dp, 30MPa
RC RING BEAM
280 x 450mm dp, 30MPa
RC RING BEAM
280 x 450mm dp, 30MPa
RC RING BEAM
280 x 450mm dp, 30MPa
RC RING BEAM
280 x 450mm dp, 30MPa
RC RING BEAM
280 x 450mm dp, 30MPa
RC RING BEAM
280 x 450mm dp, 30MPa
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC RING BEAM
280 x 450mm dp, 30MPa
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC RING BEAM
280 x 450mm dp, 30MPa
RC RING BEAM
280 x 450mm dp, 30MPa
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
03
F
03
F
A
A
B
B C
C D
D E
E F
F
G
G H
H I
I J
J K
K L
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M N O
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P
P
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06
07
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1010
1111
05
3000 6005 681 4680 1320 4680 1320 4680 1320 4680 1320 4680 673 13524 6837 1900 6847 5413
17
99
0
36
10
53
75
53
90
52
00
55
85
31
90
10
30
06
75
02
50
0
25
00
67
50
10
30
03
19
05
58
5
1320468013204680132046801320468060053000 4680
06
EAVES LEVEL - RC & STEEL LAYOUT
SCALE 1 : 100
TY
PIC
AL
T
RU
SS
TY
PIC
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T
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TY
PIC
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T
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TY
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T
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T
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T
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1
7
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m
m
R
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IN
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A
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, 3
0
M
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1
7
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m
m
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3
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1
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0
M
P
a
1
7
0
m
m
R
C
I
N
-
S
I
T
U
S
L
A
B
,
3
0
M
P
a
STEEL PURLINS
150 x 75 x 20 x 3.0mm CFLC
@ 1500mm c/c MAX.
07
08
RC STAIRCASE
1
7
0
m
m
R
C
L
A
N
D
I
N
G
S
L
A
B
,
3
0
M
P
a
85
mm
S
TE
P
47
60
9280
3830
23
20
30
00
10
66
5
2300
1
7
5
m
m
R
C
I
N
-
S
I
T
U
S
L
A
B
,
3
0
M
P
a
3855
69
60
A
A
B
B C
C
01
11
3000 6005
17
99
0
60053000
13
28
2
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC RING BEAM
280 x 450mm dp, 30MPa
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC RING BEAM
280 x 450mm dp, 30MPa
6230
18
40
UPPER EAVES LEVEL - RC BEAM LAYOUT
SCALE 1 : 100
RC RING BEAM
280 x 450mm dp, 30MPa
17
90
5561
3680
ST
EE
L T
RU
SS
- T
YP
E 0
1
ST
EE
L T
RU
SS
- T
YP
E 0
1
ST
EE
L T
RU
SS
- T
YP
E 0
1
ST
EE
L T
RU
SS
- T
YP
E 0
2
ST
EE
L T
RU
SS
- T
YP
E 0
2
ST
EE
L T
RU
SS
- T
YP
E 0
2
ST
EE
L T
RU
SS
- T
YP
E 0
2
ST
EE
L T
RU
SS
- T
YP
E 0
2A
ST
EE
L T
RU
SS
- T
YP
E 0
3
ST
EE
L T
RU
SS
- T
YP
E 0
4A
ST
EE
L T
RU
SS
- T
YP
E 0
4A
ST
EE
L T
RU
SS
- T
YP
E 0
4
ST
EE
L T
RU
SS
- T
YP
E 0
4
ST
EE
L T
RU
SS
- T
YP
E 0
5
ST
EE
L T
RU
SS
- T
YP
E 0
5
ST
EE
L T
RU
SS
- T
YP
E 0
5
ST
EE
L T
RU
SS
- T
YP
E 0
5A
ST
EE
L T
RU
SS
- T
YP
E 0
5A
ST
EE
L T
RU
SS
- T
YP
E 0
6
ST
EE
L T
RU
SS
- T
YP
E 0
5A
ST
EE
L T
RU
SS
- T
YP
E 0
7
ST
EE
L T
RU
SS
- T
YP
E 0
7
ST
EE
L T
RU
SS
- T
YP
E 0
7
ST
EE
L T
RU
SS
- T
YP
E 0
7
ST
EE
L T
RU
SS
- T
YP
E 0
7
ST
EE
L T
RU
SS
- T
YP
E 0
8
ST
EE
L T
RU
SS
- T
YP
E 0
8
ST
EE
L T
RU
SS
- T
YP
E 0
8
ST
EE
L T
RU
SS
- T
YP
E 0
8
ST
EE
L T
RU
SS
- T
YP
E 0
9
ST
EE
L T
RU
SS
- T
YP
E 0
9
2701 2701 45044504450445044504
4199 4199 4199 4199 4199 4199 4199 2555 2555
3899 3899 3899 3899
2664 3026 3853 3026 2664
05
G
STEEL PURLIN
75 x 50 x 20 x 3.0mm CFLC
N
STEEL HORIZONTAL
CROSS-BRACING
50 x 50 x 3mm ∠
STEEL HORIZONTAL
CROSS-BRACING
50 x 50 x 3mm ∠
STEEL HORIZONTAL
CROSS-BRACING
50 x 50 x 3mm ∠
STEEL HORIZONTAL
CROSS-BRACING
50 x 50 x 3mm ∠
CROSS BRACING
50 x 50 x 3mm ∠
STEEL PURLIN
100 x 75 x 20 x 2.5mm CFLC
STEEL PURLIN
100 x 75 x 20 x 2.5mm CFLC
RUNNERS
70 x 70 x 6mm ∠
RUNNERS
70 x 70 x 6mm ∠
2000
CROSS BRACING
50 x 50 x 3mm ∠
CROSS BRACING
50 x 50 x 3mm ∠ STEEL PURLIN
100 x 75 x 20 x 2.5mm CFLC
RUNNERS
70 x 70 x 6mm ∠
VERTICAL CROSS BRACING
50 x 50 x 3mm ∠
1212
T U
3575
13
66
80
77
0
77
0
15
85
600mm RC WALL
600mm RC WALL
681
RC COLUMNS UNDER
280 x 280mm
STEEL COLUMN
195 x 195 x 6mm SHS
UNDER
STEEL COLUMN
195 x 195 x 6mm SHS
UNDER
280mm RC WALL
UNDER
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
RC RING BEAM
280 x 450mm dp, 30MPa
STEEL POST
100 x 100 x 3mm SHS
STEEL PURLINS
150 x 75 x 20 x 3.0mm CFLC
@ 1500mm c/c MAX.
STEEL PURLINS
150 x 75 x 20 x 3.0mm CFLC
@ 1500mm c/c MAX.
ST
EE
L T
RU
SS
- T
YP
E 1
0
ST
EE
L T
RU
SS
- T
YP
E 1
0
ST
EE
L T
RU
SS
- T
YP
E 1
1
ST
EE
L T
RU
SS
- T
YP
E 1
1
ST
EE
L T
RU
SS
- T
YP
E 1
2
ST
EE
L T
RU
SS
- T
YP
E 1
2
ST
EE
L T
RU
SS
- T
YP
E 1
2
321 2794 2794 321
RC
U
PS
TA
ND
B
EA
M
28
0 x 3
05
mm
d
p, 3
0M
Pa
1120
RC UPSTAND BEAM
280 x 305mm dp, 30MPa
05
H
86
40
93
50
RUNNERS
70 x 70 x 6mm ∠
GENERAL NOTES
1. Drawings to be read in conjunction with all relevant Architect's,
Consultant's, and Specialist's drawings and specifications.
2. All details and dimensions subject to confirmation on site.
Any discrepancies must be brought to the engineer's attention
prior to construction.
3. Drawings are not to be scaled.
4. All construction workmanship and materials to be in
accordance with the relevant provisions of
“The Application of the National Building Regulations”
(SANS 10400), Building Standards act (Act103)
and the relevant parts of SABS 1200.
5. The works will be inspected form time to time by the
consulting engineer to ascertain that the contractor is carrying
out the work in general conformity with the engineering
drawings and documents.
Such inspections are not for the contractors benefit and do not
relieve him of the responsibility for the proper construction
of the works in accordance with the engineering drawings,
documents and good building practice.
6. The signed original copy of this drawing is kept at the
engineer's office.
INFORMATION
FOR:
Climate Zone
Checked
Drawn
Designed
Project #:
DV
-
DV
RSA0
OCTOBER 2016
-
0372607C
Date
Size
Scale
Building Occupancy
Discipline: Stage: Drawing #: Rev:
S T 02 00
-
Drawing title
EAVES LEVEL
CONCRETE AND STEELWORK
LAYOUT
Engineer:
Signed by
STRUCTURAL
Discipline
Project
ELANDSFONTEIN
FIRE STATION
ConsultantClient
S.A. Engelbrecht Reg. no:20140036
Tel: +27(0) 861 878 252
www.csmeng.co.za
TOC
0.100
250µ DPC LAYER
175mm RC GROUND SLAB, 30MPa
NGL
0.000
SECTION F - F
SCALE 1:25
175mm RC GROUND SLAB, 30MPa
70
0
350
17
5
50mm BLINDING LAYER
15MPa350 x 700mm dp
RAFT BEAM, 30MPa
70
0
350
17
5
50mm BLINDING LAYER
15MPa
TOC
0.100
350 x 700mm dp
RAFT BEAM, 30MPa
70
0
350
17
5
50mm BLINDING LAYER
15MPa
350 x 700mm dp
RAFT BEAM, 30MPa
TOC
0.100
250µ DPC LAYER
175mm RC GROUND SLAB, 30MPa
NGL
0.000
RC BASE F01
2320 x 1000 x 700mm dp
RC BASE F01
2320 x 1000 x 700mm dp
05
01
DETAIL 03
DETAIL 02
DETAIL 01
DETAIL 04
57
34
22
81
3699 1200
177973699
1200
1500m
m
c/c
M
AX
.
1913
1899
17931
1000
70
0
450100 350
1000
350 450 100
STEEL BEAM
406 x 178 x 54 I-SECTION
ST
EE
L T
R
U
SS
406 x
178 x
54 I-
SE
C
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
STEEL PURLINS
150 x 75 x 20 x 3.0mm CFLC
@ 1500mm c/c MAX.
DETAIL 01
ST
EE
L T
R
U
SS
406 x 178 x 54 I-S
EC
TIO
N
STEEL PURLINS
150 x 75 x 20 x 3.0mm CFLC
@ 1500mm c/c MAX.
STEEL PURLIN
75 x 50 x 20 x 3.0mm CFLC
STEEL PURLIN
125 x 75 x 20 x 3.0mm CFLC
SOIL MATERIAL AS PER
CIVIL ENGINEER'S SPEC.
SOIL MATERIAL AS PER
CIVIL ENGINEER'S SPEC.
STEEL PURLINS FOR CLADDING
150 x 75 x 20 x 3.0mm CFLC
@ 750mm c/c MAX.
STEEL PURLIN
150 x 75 x 20 x 3.0mm CFLC
STEEL PURLIN
100 x 75 x 20 x 3.0mm CFLC
STEEL PURLIN
200 x 75 x 20 x 3.0mm CFLC
STEEL PURLIN
250 x 75 x 20 x 3.0mm CFLC
STEEL PURLIN
300 x 75 x 20 x 3.0mm CFLC
3°
STEEL PURLIN FOR CLADDING
150 x 75 x 20 x 3.0mm CFLC
45
0
45
0
STEEL BEAM
406 x 178 x 54 I-SECTION
STEEL BEAM
406 x 178 x 54 I-SECTION
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
STEEL COLUMN
203 x 203 x 46 H-SECTION
6mm FILLET WELD (WAR)
BASE PLATE
250 x 250 x 20mm
4No. M16 ANCHORS
END PLATES
70 x 70 x 10mm FOR EACH ANCHOR
35
0
80 90 80
250
35
18
03
5
25
0
18mm Ø HOLES
DETAIL 01
SCALE 1:10
DETAIL 01
SECTION
SCALE 1:10
STEEL BEAM
406 x 178 x 54 I-SECTION
STEEL BEAM
406 x 178 x 54 I-SECTION
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
6mm FILLET WELD (WAR)
6mm FILLET WELD (WAR)
6mm FILLET WELD (WAR)
7° S
LO
PE
ST
EE
L T
R
U
SS
406 x 178 x 54 I-S
EC
TIO
N
ST
EE
L T
R
U
SS
406 x
178 x
54 I-
SE
C
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
6mm FILLET WELD (WAR)
6mm FILLET WELD
ALONG EDGES OF STIFFENER PLATE
EXCEPT ON CHAMFERS
STIFFENER PLATE
181 x 97 x 8mm
DETAIL 02
SCALE 1:10
DETAIL 03
SCALE 1:10
DETAIL 03
SECTION
SCALE 1:10
STIFFENER PLATE DETAIL
SCALE 1:10
DETAIL 04
SCALE 1:10
STEEL BEAM
406 x 178 x 54 I-SECTION
STEEL BEAM
406 x 178 x 54 I-SECTION
ST
EE
L T
R
U
SS
406 x 178 x 54 I-S
EC
TIO
N
7° S
LO
PE
46
2
STIFFENER PLATE
181 x 97 x 8mm
6mm FILLET WELD (WAR)
6mm FILLET WELD (WAR)
6mm FILLET WELD
ALONG EDGES OF STIFFENER PLATE
EXCEPT ON CHAMFERS
6mm FILLET WELD (WAR) 6mm FILLET WELD (WAR)
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
6mm FILLET WELD (WAR)
82 15
18
1
15
15
11
5
97
GENERAL NOTES
1. Drawings to be read in conjunction with all relevant Architect's,
Consultant's, and Specialist's drawings and specifications.
2. All details and dimensions subject to confirmation on site.
Any discrepancies must be brought to the engineer's attention
prior to construction.
3. Drawings are not to be scaled.
4. All construction workmanship and materials to be in
accordance with the relevant provisions of
“The Application of the National Building Regulations”
(SANS 10400), Building Standards act (Act103)
and the relevant parts of SABS 1200.
5. The works will be inspected form time to time by the
consulting engineer to ascertain that the contractor is carrying
out the work in general conformity with the engineering
drawings and documents.
Such inspections are not for the contractors benefit and do not
relieve him of the responsibility for the proper construction
of the works in accordance with the engineering drawings,
documents and good building practice.
6. The signed original copy of this drawing is kept at the
engineer's office.
INFORMATION
FOR:
Climate Zone
Checked
Drawn
Designed
Project #:
DV
-
DV
RSA0
OCTOBER 2016
-
0372607C
Date
Size
Scale
Building Occupancy
Discipline: Stage: Drawing #: Rev:
S T 01 00
-
Drawing title
FOUNDATIONS LAYOUT
& SECTIONS
Engineer:
Signed by
STRUCTURAL
Discipline
Project
ELANDSFONTEIN
FIRE STATION
ConsultantClient
S.A. Engelbrecht Reg. no:20140036
Tel: +27(0) 861 878 252
www.csmeng.co.za
RC RAFT BEAM
350 x 700mm dp, 30MPa
RC RAFT BEAM
350 x 700mm dp, 30MPa
RC RAFT BEAM
350 x 700mm dp, 30MPa
RC
R
AF
T B
EA
M
35
0 x 7
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 7
85
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 7
85
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 7
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 7
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 7
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 7
00
mm
d
p, 3
0M
Pa
RC RAFT BEAM
350 x 785mm dp, 30MPa
RC RAFT BEAM
350 x 785mm dp, 30MPa
RC
R
AF
T B
EA
M
35
0 x 7
85
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
35
0 x 7
00m
m dp, 30
MP
a
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
RC RAFT SLAB
175mm THK, 30MPa
T.O.C. = 0 100
RC RAFT SLAB
175mm THK, 30MPa
T.O.C. = 0 100
RC RAFT SLAB
175mm THK, 30MPa
T.O.C. = 0 100
RC RAFT SLAB
175mm THK, 30MPa
T.O.C. = 0 185
N.G.L. = 0 000
N.G.L. = 0 000
N.G
.L
. =
0
0
00
N.G
.L
. =
0
0
00
12
00
16
36
51
20
0
1200 10500 1200
1217 1500 1293
13
78
13
78
1500
16
52
1217 1293
16
52
1500
15
00
15
00
1293
1500 1293
14
83
14
83
75
0
75
0
75
07
50
75
07
50
750
750 750
750 750
750750 750
75
07
50
90
2
750
75
07
50
90
2
75
07
50
750 750
WASH BAY - RC FOUNDATION LAYOUT
SCALE 1 : 50
85mm STEP
85
mm
S
TE
P
RC
R
AF
T B
EA
M
350
x 7
00
mm
dp
, 3
0M
Pa
RC RAFT BEAM
300 x 700mm dp, 30MPa
RC RAFT BEAM
300 x 700mm dp, 30MPa
RC
R
AF
T B
EA
M
30
0 x 7
00
mm
d
p, 3
0M
Pa
RC
R
AF
T B
EA
M
30
0 x 7
00
mm
d
p, 3
0M
Pa
RC RAFT SLAB
175mm THK, 30MPa
T.O.C. = 0 100
RC RAFT SLAB
175mm THK, 30MPa
T.O.C. = 0 100
RC
R
AF
T S
LA
B
17
5m
m T
HK
, 3
0M
Pa
T.O
.C
. =
0
1
00
RC
R
AF
T S
LA
B
17
5m
m T
HK
, 3
0M
Pa
T.O
.C
. =
0 1
00
-
A
-
A
-
B
-
B
RC RAFT BEAM
350 x 700mm dp, 30MPa
14
15
16
17
X V W
2877 6940
50
00
50
00
50
00
175
350
TOC
0.100
250µ DPC LAYER
175mm RC GROUND SLAB, 30MPa
350 x 700mm dp
RAFT BEAM, 30MPa
700
300
300 x 700mm dp
RAFT BEAM, 30MPa
1 LAYER MESH REF. 500
TOP & BOTTOM
SECTION A - A
SCALE 1:25
525
700
700
350
FINISH TO ARCHITECT'S
SPECIFICATION
1200 3017 7483 1200
700
525
175
350 300
700
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
ST
EE
L T
R
U
SS
203 x
133 x
25 I-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
STEEL BEAM
254 x 146 x 31 I-SECTION
STEEL BEAMS
356 x 171 x 57 I-SECTION
1131 1131 182
2647
3693
7506
6654
1500m
m
c/c
M
AX
.
1200m
m c/c M
AX
.
WATER TANK
2440
3660
STEEL PURLINS
150 x 50 x 20 x 3.0mm CFLC
@ 1500mm c/c MAX.
STEEL SIDE CLADDING PURLINS
150 x 50 x 20 x 2.0mm CFLC
@ 1200mm c/c MAX.
STEEL SIDE CLADDING PURLINS
150 x 50 x 20 x 2.0mm CFLC
@ 1200mm c/c MAX.
350 x 700mm dp
RAFT BEAM, 30MPa
DETAIL 04
DETAIL 03
DETAIL 02
SOIL MATERIAL AS PER
CIVIL ENGINEER'S SPEC.
17
5
350
TOC
0.100
250µ DPC LAYER
175mm RC GROUND SLAB, 30MPa
350 x 785mm dp
RAFT BEAM, 30MPa
70
0
300
300 x 700mm dp
RAFT BEAM, 30MPa
1 LAYER MESH REF. 500
TOP & BOTTOM
SECTION B - B
SCALE 1:25
52
5
1500
FINISH TO ARCHITECT'S
SPECIFICATION
1200 3193 7307 1200
70
0
52
51
75
1293 300
70
0
TOC
0.100
1500 x 700/785mm dp
RAFT BASE, 30MPa
85
85
TOC
0.185
1293 x 700mm dp
RAFT BASE, 30MPa
DETAIL 01 DETAIL 01
STEEL RAFTERS
150 x 50 x 20 x 2.0mm CFLC
@ 900mm c/c MAX.
SOIL MATERIAL AS PER
CIVIL ENGINEER'S SPEC.
70
0
78
5
78
5
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L T
R
U
SS
203 x
133 x
25 I-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
75
06
66
54
1500m
m
c/c
M
AX
.
12
00
mm
c/c M
AX
.
STEEL PURLINS
150 x 50 x 20 x 3.0mm CFLC
@ 1500mm c/c MAX.
STEEL SIDE CLADDING PURLINS
150 x 50 x 20 x 2.0mm CFLC
@ 1200mm c/c MAX.
STEEL SIDE CLADDING PURLINS
150 x 50 x 20 x 2.0mm CFLC
@ 1200mm c/c MAX.
DETAIL 04
DETAIL 03
69402850
5000
5000
5000
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL TRUSS
203 x 133 x 25 I-SECTION
STEEL TRUSS
203 x 133 x 25 I-SECTION
STEEL TRUSS
203 x 133 x 25 I-SECTION
STEEL TRUSS
203 x 133 x 25 I-SECTION
STEEL BEAM
254 x 146 x 31 I-SECTION
WASH BAY - STEELWORK LAYOUT
SCALE 1 : 50
6737
5146
-
A
-
A
-
B
-
B
STEEL BEAM
254 x 146 x 31 I-SECTION
1131 1131
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL BEAMS
356 x 171 x 57 I-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL RAFTERS
150 x 50 x 20 x 2.0mm CFLC
@ 900mm c/c MAX.
SAG BAR
50 x 50 x 3mm ∠
SAG BAR
50 x 50 x 3mm ∠
SAG BAR
50 x 50 x 3mm ∠
STEEL RAFTERS
150 x 50 x 20 x 2.0mm CFLC
@ 900mm c/c MAX.
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL HORIZONTAL
CROSS-BRACING
60 x 60 x 4mm ∠
STEEL VERTICAL
CROSS-BRACING
60 x 60 x 4mm ∠
STEEL VERTICAL
CROSS-BRACING
60 x 60 x 6mm ∠
STEEL HORIZONTAL
CROSS-BRACING
60 x 60 x 4mm ∠
STEEL VERTICAL
CROSS-BRACING
60 x 60 x 6mm ∠
STEEL PURLINS
150 x 50 x 20 x 3.0mm CFLC
DETAIL 04
SCALE 1:10
ST
EE
L T
R
U
SS
203 x
203 x
46 H
-S
EC
TIO
N
7° S
LO
PE
STIFFENER PLATE
382 x 80 x 8mm
6mm FILLET WELD (WAR)
6mm FILLET WELD
ALONG EDGES OF STIFFENER PLATE
EXCEPT ON CHAMFERS
ST
EE
L C
OLU
MN
20
3 x 203 x 46 H
-S
EC
TIO
N
STEEL COLUMN
203 x 203 x 46 H-SECTION
6mm FILLET WELD (WAR)
BASE PLATE
250 x 250 x 20mm
4No. M16 ANCHORS
END PLATES
70 x 70 x 10mm FOR EACH ANCHOR
350
80 90 80
250
50
150
50
250
18mm Ø HOLES
DETAIL 01
SCALE 1:10
DETAIL 01
SECTION
SCALE 1:10
STEEL BEAM
254 x 146 x 31 I-SECTION
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
6mm FILLET WELD (WAR)
DETAIL 02
SCALE 1:10
7° S
LO
PE
ST
EE
L T
R
U
SS
203 x
133 x
25 I-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
6mm FILLET WELD (WAR)
6mm FILLET WELD
ALONG EDGES OF STIFFENER PLATE
EXCEPT ON CHAMFERS
STIFFENER PLATE
382 x 80 x 8mm
DETAIL 03
SCALE 1:10
DETAIL 03
SECTION
SCALE 1:10
STIFFENER PLATE DETAIL
SCALE 1:10
82 15
181
15
151
15
97
STEEL COLUMN
203 x 203 x 46 H-SECTION
40 x 40 x 3mm ∠WELDED TO STEEL COLUMN
230mm BRICK WALL
(2550mm HIGH)
TYPICAL
BRICKWORK AND STEEL COLUMN
CONNECTION
SCALE 1:10
GENERAL NOTES
1. Drawings to be read in conjunction with all relevant Architect's,
Consultant's, and Specialist's drawings and specifications.
2. All details and dimensions subject to confirmation on site.
Any discrepancies must be brought to the engineer's attention
prior to construction.
3. Drawings are not to be scaled.
4. All construction workmanship and materials to be in
accordance with the relevant provisions of
“The Application of the National Building Regulations”
(SANS 10400), Building Standards act (Act103)
and the relevant parts of SABS 1200.
5. The works will be inspected form time to time by the
consulting engineer to ascertain that the contractor is carrying
out the work in general conformity with the engineering
drawings and documents.
Such inspections are not for the contractors benefit and do not
relieve him of the responsibility for the proper construction
of the works in accordance with the engineering drawings,
documents and good building practice.
6. The signed original copy of this drawing is kept at the
engineer's office.
INFORMATION
FOR:
Climate Zone
Checked
Drawn
Designed
Project #:
DV
-
DV
RSA0
OCTOBER 2016
-
0372607C
Date
Size
Scale
Building Occupancy
Discipline: Stage: Drawing #: Rev:
S T 04 00
-
Drawing title
WASH BAY
CONCRETE AND STEELWORK
LAYOUTS
Engineer:
Signed by
STRUCTURAL
Discipline
Project
ELANDSFONTEIN
FIRE STATION
ConsultantClient
S.A. Engelbrecht Reg. no:20140036
Tel: +27(0) 861 878 252
www.csmeng.co.za
125mm RC GROUND SLAB, 30MPa
60
0
350
12
5
50mm BLINDING LAYER
15MPa
COMPACTED MATERIAL
(REFER TO SPECIAL NOTES)
TOC
0.185
350 x 600mm dp
RAFT BEAM, 30MPa
SECTION B - B
TYPICAL
SCALE 1:20
12
5
350
60
0
100mm RC SURFACE BED, 25MPa
50mm BLINDING LAYER
15MPa
ISOLATION JOINT (IJ)
10mm JOINTEX PRIMED AND SEALED
WITH POLYURETHANE SEALANT
TOC
0.185TOC
0.100
250µ DPC LAYER
125mm RC GROUND SLAB, 30MPa
COMPACTED MATERIAL
(REFER TO SPECIAL NOTES)
350 x 600mm dp
RAFT BEAM, 30MPa
25
0
200
200 x 250mm dp
EDGE THICKENING
150
350
FINISH TO ARCHITECT'S
SPECIFICATION
10
0
1200
SECTION A - A
TYPICAL
SCALE 1:20
125
350
600
100mm RC SURFACE BED, 25MPa
50mm BLINDING LAYER
15MPa
ISOLATION JOINT (IJ)
10mm JOINTEX PRIMED AND SEALED
WITH POLYURETHANE SEALANT
TOC
0.185TOC
0.100
250µ DPC LAYER
125mm RC GROUND SLAB, 30MPa
COMPACTED MATERIAL
(REFER TO SPECIAL NOTES)
350 x 600mm dp
RAFT BEAM, 30MPa
250
200
200 x 250mm dp
EDGE THICKENING
150
350
FINISH TO ARCHITECT'S
SPECIFICATION
100
COMPACTED MATERIAL
(REFER TO SPECIAL NOTES)
85
515
350
1200 2500
350 x 515mm dp
RAFT BEAM, 30MPa
125mm RC GROUND SLAB, 30MPa
SECTION C - C
SCALE 1:20
TOC
0.100
250µ DPC LAYER
175mm RC GROUND SLAB, 30MPa
NGL
0.000
SECTION E - E
SCALE 1:20
70
0
350350450100 2065
60
0
350 x 600mm dp
RAFT BEAM, 30MPa
350 x 700mm dp
RAFT BEAM, 30MPa
125
350
600
EXPANSION JOINT (EJ)
20mm JOINTEX PRIMED AND SEALED
WITH POLYURETHANE SEALANT
TOC
0.185
250µ DPC LAYER
125mm RC GROUND SLAB, 30MPa
COMPACTED MATERIAL
(REFER TO SPECIAL NOTES)
350 x 600mm dp
RAFT BEAM, 30MPa
SECTION D - D
SCALE 1:20
175
700
TOC
0.100
250µ DPC LAYER
175mm RC GROUND SLAB, 30MPa
COMPACTED MATERIAL
(REFER TO SPECIAL NOTES)
350 x 700mm dp
RAFT BEAM, 30MPa
350
85
125
350
600
100mm RC SURFACE BED, 25MPa
50mm BLINDING LAYER
15MPa
ISOLATION JOINT (IJ)
10mm JOINTEX PRIMED AND SEALED
WITH POLYURETHANE SEALANT
TOC
0.100
250µ DPC LAYER
125mm RC GROUND SLAB, 30MPa
350 x 600mm dp
RAFT BEAM, 30MPa
250
200
200 x 250mm dp
EDGE THICKENING
150
350
FINISH TO ARCHITECT'S
SPECIFICATION
100
1200
125
350
600
EXPANSION JOINT (EJ)
20mm JOINTEX PRIMED AND SEALED
WITH POLYURETHANE SEALANT
TOC
0.185
250µ DPC LAYER
125mm RC GROUND SLAB, 30MPa
350 x 600mm dp
RAFT BEAM, 30MPa
SECTION G - G
SCALE 1:20
175
700
TOC
0.100
250µ DPC LAYER
175mm RC GROUND SLAB, 30MPa
350 x 700mm dp
RAFT BEAM, 30MPa
350
85
270
151
1
7
0
1
7
0
151
270
170mm RC LANDING SLAB, 30MPa
170mm RC IN-SITU SLAB, 30MPa
2405
170
TOC
2.905
SOIL MATERIAL AS PER
CIVIL ENGINEER'S SPEC.
SOIL MATERIAL AS PER
CIVIL ENGINEER'S SPEC.
450
450
145
135
1580
280
280
280 x 450mm dp RC BEAM
30MPa
280 x 450mm dp RC BEAM
30MPa
100mm LONG,10mm DIAM STUD WELDED TO
PLATE AND CAST INTO RING BEAM
SLIP JOINT WITH STUD PUNCHED THROUGH JOINT
120x30x10mm PLATE
Y20 BAR WELDED TO PLATE
COMPONENTS TO BE
GALVANISED FOR
CORROSION PROTECTION
25 75
20
50
280
FISHTAIL ANCHOR
280x450mm DP RC RING BEAM
M8 CONCRETE ANCHOR INSTALLED
IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS
FISHTAIL ANCHOR
Y20 BAR WELDED TO PLATE
120x30x10mm PLATE
35
0
ANCHORS TO BE PROVIDED IN ALL
LOAD BEARING MASONRY WALLS
BELOW RING BEAMS AT INTERVALS
NOT EXCEEDING 1.5m c/c
TYPICAL BRICK WALL
ANCHORING DETAIL
SCALE 1:5
17
01
35
280
30
5
14
51
70
13
5
45
0
1120 280 3435
280 x 450mm dp RC BEAM
30MPa
280 x 305mm dp U/S RC BEAM
30MPa
170mm RC LANDING SLAB, 30MPa
RC COLUMN
280 x 280mm, 30MPa
BEYOND
RC COLUMN
280 x 280mm, 30MPa
BEYOND
SECTION H - H
SCALE 1:20
B
50mm BLINDING LAYER
15MPa
G5 MATERIAL COMPACTED
IN LAYERS NOT EXCEEDING 150mm
AT 95% MOD AASHTO
TYPICAL INTERNAL SOIL LAYER
SPECIFICATION DETAIL
SCALE 1:20
RC RAFT SLAB
RC RAFT BEAM
1.5B
50
0
N.G
.L.
N.G
.L.
PLATFORM INFILL AS PER
CIVIL ENGINEER'S SPECIFICATION
60
0/7
00
FILLET WELD
R8 BARS - 500mm
LONG @ 510mm c/c
200x10.0mm THICK
STIFFENER PLATE
200x150x12.0mm
THICK PLATE
4 No. M12 CHEMICAL ANCHORS
INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S
INSTRUCTIONS
230mm WALL STIFFENER
PLATE DETAILS
SCALE 1:20
FILLET WELD
R8 BARS - 500mm
LONG @ 510mm c/c
100x18.0mm THICK
STIFFENER PLATE
150x100x18.0mm
THICK PLATE
4 No. M12 CHEMICAL ANCHORS
INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S
INSTRUCTIONS
110mm WALL STIFFENER
PLATE DETAILS
SCALE 1:20
32
00
51
0
100
FILLET WELDFILLET WELD
200
32
00
51
0
STIFFENERS TO BE PLACED IN ALL 230mm
AND 110mm THICK MASONRY WALLS,
WHICH DO NOT SUPPORT THE RING BEAM,
AT A MAXIMUM SPACING OF 6m c/c.
150
10
40
30
80
15
35
30
80
10 80
6mm FILLET WELD
14mm diam HOLE
14mm diam HOLE
SLOTTED TO 20mm
35 35
150
10 50 30
80
TOP AND BOTTOM PLATE STIFFENER
CONNECTION CLEAT DETAILS
SCALE 1:5
GENERAL NOTES
1. Drawings to be read in conjunction with all relevant Architect's,
Consultant's, and Specialist's drawings and specifications.
2. All details and dimensions subject to confirmation on site.
Any discrepancies must be brought to the engineer's attention
prior to construction.
3. Drawings are not to be scaled.
4. All construction workmanship and materials to be in
accordance with the relevant provisions of
“The Application of the National Building Regulations”
(SANS 10400), Building Standards act (Act103)
and the relevant parts of SABS 1200.
5. The works will be inspected form time to time by the
consulting engineer to ascertain that the contractor is carrying
out the work in general conformity with the engineering
drawings and documents.
Such inspections are not for the contractors benefit and do not
relieve him of the responsibility for the proper construction
of the works in accordance with the engineering drawings,
documents and good building practice.
6. The signed original copy of this drawing is kept at the
engineer's office.
INFORMATION
FOR:
Climate Zone
Checked
Drawn
Designed
Project #:
DV
-
DV
RSA0
OCTOBER 2016
-
0372607C
Date
Size
Scale
Building Occupancy
Discipline: Stage: Drawing #: Rev:
S T 05 00
-
Drawing title
GROUND FLOOR & MEZZANINE
LEVEL
TYPICAL SECTIONS
Engineer:
Signed by
STRUCTURAL
Discipline
Project
ELANDSFONTEIN
FIRE STATION
ConsultantClient
S.A. Engelbrecht Reg. no:20140036
Tel: +27(0) 861 878 252
www.csmeng.co.za
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
TO
P C
O
R
D
IPE
140 U
B
BOTTOM CORD
IPE 160 UB
TO
P C
O
R
D
IP
E 140 U
B
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
2000 c
/c M
AX
.
1945 1795 1795 1795 1795 1795 1795 3564
STEEL TRUSS - TYPE 01
TYPICAL
SCALE 1:25
BOTTOM CORD
IPE 160 UB
450
RC RING BEAM, 30MPa
280 x 450mm dp
450
RC RING BEAM, 30MPa
280 x 450mm dp
70 x 70 x 6mm ∠
STEEL RUNNER
70 x 70 x 6mm ∠
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
2012
TYPICAL
GUSSET PLATE
TYPICAL
GUSSET PLATE
17272
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
TO
P C
O
R
D
IP
E 140 U
B
BOTTOM CORD
IPE 160 UB
TO
P C
O
R
D
IP
E 200 U
B
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
2000 c/c M
AX
.
20
11
1935 1795 1505
1795
STEEL TRUSS - TYPE 02A
TYPICAL
SCALE 1:25
45
0
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
45
0
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
70 x 70 x 6mm ∠
TO
P C
O
R
D
IP
E 140 U
B
BOTTOM CORD
IPE 160 UB
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
1834
60
0m
m R
C W
AL
L
STEEL BRACKET
SUPPORT
STEEL RUNNER
70 x 70 x 6mm ∠
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
TYPICAL
GUSSET PLATE
TYPICAL
GUSSET PLATE
5580
5581
4789
STEEL BRACKET
SUPPORT BOLTED TO
SIDE OF RING BEAM
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
TO
P C
O
R
D
IP
E 140 U
B
BOTTOM CORD
IPE 160 UB
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
2000 c
/c M
AX
.
20
11
1935 1795 1505
RC RING BEAM, 30MPa
280 x 450mm dp
45
0
70 x 70 x 6mm ∠
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
60
0m
m R
C W
AL
L
70 x 70 x 6mm ∠
STEEL BRACKET
SUPPORT
STEEL TRUSS - TYPE 03
TYPICAL
SCALE 1:25
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
TYPICAL
GUSSET PLATE
TYPICAL
GUSSET PLATE
6103
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
BOTTOM CORD
IPE 160 UB
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
TO
P C
OR
D
IPE
140 U
B
RC RING BEAM, 30MPa
280 x 450mm dp
1668 1738 1738 1738 1878
TO
P C
OR
D
IPE
140 U
B
450
1214
STEEL TRUSS - TYPE 04
TYPICAL
SCALE 1:25
450
RC RING BEAM, 30MPa
280 x 450mm dp
2070
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
2000 c
/c M
AX
.
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
TYPICAL
GUSSET PLATE
TYPICAL
GUSSET PLATE
11383
RC RING BEAM, 30MPa
280 x 450mm dp
450
RC RING BEAM, 30MPa
280 x 450mm dp
450
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
STEEL TRUSS - TYPE 05
TYPICAL
SCALE 1:25
TO
P C
OR
D
IPE
140 U
B
TO
P C
OR
D
IPE
140 U
B
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
BOTTOM CORD
IPE 160 UB
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
1214
D
IA
G
O
N
A
L C
O
R
D
60 x 60 x 4m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
2000 c
/c M
AX
.
1738 1738 1738 1738 18782070
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠TYPICAL
GUSSET PLATE
11383
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
BOTTOM CORD
IPE 160 UB
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
TO
P C
OR
D
IPE
140 U
B
RC RING BEAM, 30MPa
280 x 450mm dp
1808 1738 1738 1738 1878
450
1214
STEEL TRUSS - TYPE 04A
TYPICAL
SCALE 1:25
450
RC RING BEAM, 30MPa
280 x 450mm dp
5110
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
TO
P C
OR
D
IPE
200 U
B
STEEL COLUMN
195 x 195 x 6mm SHS
2000 c
/c M
AX
.
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠TYPICAL
GUSSET PLATE
TYPICAL
GUSSET PLATE
5476
9075
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
TO
P C
O
R
D
IP
E 140 U
B
BOTTOM CORD
IPE 160 UB
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
2000 c/c M
AX
.
20
11
1935 1795 1795 1795
STEEL TRUSS - TYPE 02
TYPICAL
SCALE 1:25
45
0
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
45
0
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
70 x 70 x 6mm ∠
TO
P C
O
R
D
IPE
140 U
B
BOTTOM CORD
IPE 160 UB
1795 1795 1796
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
1834
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
STEEL RUNNER
70 x 70 x 6mm ∠
STEEL RUNNER
70 x 70 x 6mm ∠TYPICAL
GUSSET PLATE
TYPICAL
GUSSET PLATE
15950
STEEL TRUSS - TYPE 05A
TYPICAL
SCALE 1:25
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
IA
G
O
N
A
L C
O
R
D
60 x 60 x 4m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
BOTTOM CORD
IPE 160 UB
BOTTOM CORD
IPE 160 UB
TO
P C
OR
D
IPE
140 U
B
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
RC RING BEAM, 30MPa
280 x 450mm dp
450
1201
RC RING BEAM, 30MPa
280 x 450mm dp
450
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
70 x 70 x 6mm ∠2000 c
/c M
AX
.
350
1738 1738 1738 1738 17382070
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
TYPICAL
GUSSET PLATE
TYPICAL
GUSSET PLATE
11547
NOTE:
1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL
CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS
WITH 8mm FILLET WELD (WAR).
2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED
BEFORE MANUFACTURING.
3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES
WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.
NOTE:
1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL
CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS
WITH 8mm FILLET WELD (WAR).
2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED
BEFORE MANUFACTURING.
3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES
WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.
NOTE:
1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL
CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS
WITH 8mm FILLET WELD (WAR).
2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED
BEFORE MANUFACTURING.
3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES
WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.
NOTE:
1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL
CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS
WITH 8mm FILLET WELD (WAR).
2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED
BEFORE MANUFACTURING.
3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES
WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.
NOTE:
1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL
CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS
WITH 8mm FILLET WELD (WAR).
2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED
BEFORE MANUFACTURING.
3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES
WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.
GENERAL NOTES
1. Drawings to be read in conjunction with all relevant Architect's,
Consultant's, and Specialist's drawings and specifications.
2. All details and dimensions subject to confirmation on site.
Any discrepancies must be brought to the engineer's attention
prior to construction.
3. Drawings are not to be scaled.
4. All construction workmanship and materials to be in
accordance with the relevant provisions of
“The Application of the National Building Regulations”
(SANS 10400), Building Standards act (Act103)
and the relevant parts of SABS 1200.
5. The works will be inspected form time to time by the
consulting engineer to ascertain that the contractor is carrying
out the work in general conformity with the engineering
drawings and documents.
Such inspections are not for the contractors benefit and do not
relieve him of the responsibility for the proper construction
of the works in accordance with the engineering drawings,
documents and good building practice.
6. The signed original copy of this drawing is kept at the
engineer's office.
INFORMATION
FOR:
Climate Zone
Checked
Drawn
Designed
Project #:
DV
-
DV
RSA0
OCTOBER 2016
-
0372607C
Date
Size
Scale
Building Occupancy
Discipline: Stage: Drawing #: Rev:
S T 06 00
-
Drawing title
EAVES LEVEL
STEEL ROOF TRUSSES
TYPICAL SECTIONS 01
Engineer:
Signed by
STRUCTURAL
Discipline
Project
ELANDSFONTEIN
FIRE STATION
ConsultantClient
S.A. Engelbrecht Reg. no:20140036
Tel: +27(0) 861 878 252
www.csmeng.co.za
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
TO
P C
OR
D
IPE
140 U
B
BOTTOM CORD
IPE 160 UB
STEEL TRUSS - TYPE 06
TYPICAL
SCALE 1:25
VE
RT
IC
AL
C
OR
D
IP
E 14
0 U
B
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
2000 c
/c M
AX
.
94
6
36
94
50
45
0
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
2245 2105 2245
STEEL RUNNER
70 x 70 x 6mm ∠TYPICAL
GUSSET PLATE
TYPICAL
GUSSET PLATE
7362
RC RING BEAM, 30MPa
280 x 450mm dp
450
RC RING BEAM, 30MPa
280 x 450mm dp
450
2000 c
/c M
AX
.
2174 2034 2034 2034 2174
STEEL TRUSS - TYPE 07
TYPICAL
SCALE 1:25
1576
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
TO
P C
O
R
D
IPE
140 U
B
BOTTOM CORD
IPE 160 UB
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
IA
G
O
N
A
L C
O
R
D
60 x 60 x 4m
m
∠
296
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠TYPICAL
GAUSS PLATE
TYPICAL
GUSSET PLATE
TYPICAL
GUSSET PLATE
11136
230m
m B
RIC
K IN
FILL
BE
TW
EE
N V
ER
TIC
AL
CO
RD
S
25 x 25 x 3mm ∠WELDED TO CORD
BOTH SIDES
RC RING BEAM, 30MPa
280 x 450mm dp
450
RC RING BEAM, 30MPa
280 x 450mm dp
450
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
2000 c
/c M
AX
.
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
D
IA
G
O
N
A
L
C
O
R
D6
0
x 6
0
x 4
m
m
∠
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
2690 2000 2140
STEEL TRUSS - TYPE 08
TYPICAL
SCALE 1:25
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
TO
P C
OR
D
IPE
140 U
B
BOTTOM CORD
IPE 160 UB
STEEL RUNNER
70 x 70 x 6mm ∠
676
BOTTOM CORD
IPE 160 UB
TYPICAL
GUSSET PLATE
7368
RC RING BEAM, 30MPa
280 x 450mm dp
450
RC RING BEAM, 30MPa
280 x 450mm dp
450
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
2000 c
/c M
AX
.
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
2620 2000 2000
STEEL TRUSS - TYPE 09
TYPICAL
SCALE 1:25
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
TO
P C
OR
D
IPE
140 U
B
BOTTOM CORD
IPE 160 UB
STEEL RUNNER
70 x 70 x 6mm ∠
739
TYPICAL
GUSSET PLATE
9858
2220
2360
NOTE:
1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL
CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS
WITH 8mm FILLET WELD (WAR).
2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED
BEFORE MANUFACTURING.
3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES
WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.
NOTE:
1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL
CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS
WITH 8mm FILLET WELD (WAR).
2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED
BEFORE MANUFACTURING.
3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES
WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.
NOTE:
1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL
CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS
WITH 8mm FILLET WELD (WAR).
2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED
BEFORE MANUFACTURING.
3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES
WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.
NOTE:
1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL
CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS
WITH 8mm FILLET WELD (WAR).
2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED
BEFORE MANUFACTURING.
3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES
WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.
25 x 25 x 3mm ∠WELDED TO CORD
BOTH SIDES
VERTICAL CORD
IPE 140 UB
230mm BRICK INFILL
PANELS
TYPICAL
BRICK INFILL AND VERTICAL CORD
CONNECTION
SCALE 1:10
STEEL PURLINS
150 x 75 x 20 x 3.0mm CFLC
@ 1500mm c/c MAX.
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
TO
P C
O
R
D
IP
E 140 U
B
1500 c/c M
AX
.
1868 1169 1989 1989 1989 21321989
21
43
53
1
13365
STEEL TRUSS - TYPE 12
TYPICAL
SCALE 1:25
BOTTOM CORD
IPE 160 UB
45
0
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
23
0m
m B
RIC
K IN
FIL
L
BE
TW
EE
N V
ER
TIC
AL
CO
RD
S
TYPICAL
GUSSET PLATE
TYPICAL
GUSSET PLATE
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
TO
P C
O
R
D
IP
E 140 U
B
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
BOTTOM CORD
IPE 160 UB
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
STEEL TRUSS - TYPE 10
TYPICAL
SCALE 1:25
2000 c
/c M
AX
.
45
05
76
2744 1596
5400
TYPICAL
GUSSET PLATE
TO
P C
O
R
D
IPE
140 U
B
BOTTOM CORD
IPE 160 UB
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
2744 1456
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
2000 c
/c M
AX
.
4816
STEEL TRUSS - TYPE 11
TYPICAL
SCALE 1:25
D
IA
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
TYPICAL
GUSSET PLATE
45
0
STEEL BRACKET
SUPPORT
NOTE:
1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL
CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS
WITH 8mm FILLET WELD (WAR).
2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED
BEFORE MANUFACTURING.
3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES
WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.
NOTE:
1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL
CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS
WITH 8mm FILLET WELD (WAR).
2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED
BEFORE MANUFACTURING.
3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES
WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.
GENERAL NOTES
1. Drawings to be read in conjunction with all relevant Architect's,
Consultant's, and Specialist's drawings and specifications.
2. All details and dimensions subject to confirmation on site.
Any discrepancies must be brought to the engineer's attention
prior to construction.
3. Drawings are not to be scaled.
4. All construction workmanship and materials to be in
accordance with the relevant provisions of
“The Application of the National Building Regulations”
(SANS 10400), Building Standards act (Act103)
and the relevant parts of SABS 1200.
5. The works will be inspected form time to time by the
consulting engineer to ascertain that the contractor is carrying
out the work in general conformity with the engineering
drawings and documents.
Such inspections are not for the contractors benefit and do not
relieve him of the responsibility for the proper construction
of the works in accordance with the engineering drawings,
documents and good building practice.
6. The signed original copy of this drawing is kept at the
engineer's office.
INFORMATION
FOR:
Climate Zone
Checked
Drawn
Designed
Project #:
DV
-
DV
RSA0
OCTOBER 2016
-
0372607C
Date
Size
Scale
Building Occupancy
Discipline: Stage: Drawing #: Rev:
S T 07 00
-
Drawing title
EAVES LEVEL
STEEL ROOF TRUSSES
TYPICAL SECTIONS 02
Engineer:
Signed by
STRUCTURAL
Discipline
Project
ELANDSFONTEIN
FIRE STATION
ConsultantClient
S.A. Engelbrecht Reg. no:20140036
Tel: +27(0) 861 878 252
www.csmeng.co.za
ENGINE BAY - SOUTH ELEVATION
SCALE 1 : 50
5mm CABLES
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
5mm CABLES
5mm CABLES
5mm CABLES
5mm CABLES
5mm CABLES
5mm CABLES
5mm CABLES
57
34
E F G H I J K L MD
4680 1320 4680 1320 4680 1320 4680 1320 4680
ENGINE BAY - NORTH ELEVATION
SCALE 1 : 50
5mm CABLES
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
20
3 x 2
03
x 4
6 H
-S
EC
TIO
N
5mm CABLES
5mm CABLES
5mm CABLES
57
34
EFGHIJKLM D
468013204680132046801320468013204680
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
STEEL BEAM
356 x 171 x 57 I-SECTION
STEEL BEAM
254 x 146 x 31 I-SECTION
STEEL BEAM
254 x 146 x 31 I-SECTION
VERTICAL SAG BARS
50 x 50 x 3mm ∠BETWEEN PURLINS
VERTICAL SAG BARS
50 x 50 x 3mm ∠BETWEEN PURLINS
VERTICAL SAG BARS
50 x 50 x 3mm ∠BETWEEN PURLINS
VERTICAL CROSS BRACING
80 x 80 x 6mm ∠
VERTICAL CROSS BRACING
80 x 80 x 6mm ∠WATER TANK
OMITTED FOR CLARITY
WASH BAY - WEST ELEVATION
SCALE 1 : 50
DIAGONAL TIES
50 x 50 x 3mm ∠
DIAGONAL TIES
50 x 50 x 3mm ∠
4100
5000 5000 5000
VERTICAL CROSS BRACING
80 x 80 x 6mm ∠
VERTICAL CROSS BRACING
80 x 80 x 6mm ∠
STEEL PURLINS FOR CLADDING
150 x 50 x 20 x 2.0mm CFLC
@ 1200mm c/c MAX.
VERTICAL SAG BARS
50 x 50 x 3mm ∠BETWEEN PURLINS
VERTICAL SAG BARS
50 x 50 x 3mm ∠BETWEEN PURLINS
VERTICAL SAG BARS
50 x 50 x 3mm ∠BETWEEN PURLINS
DIAGONAL TIES
50 x 50 x 3mm ∠DIAGONAL TIES
50 x 50 x 3mm ∠DIAGONAL TIES
50 x 50 x 3mm ∠
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 203 x 46 H
-S
EC
TIO
N
WASH BAY - EAST ELEVATION
SCALE 1 : 50
7567
5000 5000 5000
SHEETING
OMITTED FOR CLARITY
6666
STEEL PURLINS FOR CLADDING
150 x 50 x 20 x 2.0mm CFLC
@ 1200mm c/c MAX.
GENERAL NOTES
1. Drawings to be read in conjunction with all relevant Architect's,
Consultant's, and Specialist's drawings and specifications.
2. All details and dimensions subject to confirmation on site.
Any discrepancies must be brought to the engineer's attention
prior to construction.
3. Drawings are not to be scaled.
4. All construction workmanship and materials to be in
accordance with the relevant provisions of
“The Application of the National Building Regulations”
(SANS 10400), Building Standards act (Act103)
and the relevant parts of SABS 1200.
5. The works will be inspected form time to time by the
consulting engineer to ascertain that the contractor is carrying
out the work in general conformity with the engineering
drawings and documents.
Such inspections are not for the contractors benefit and do not
relieve him of the responsibility for the proper construction
of the works in accordance with the engineering drawings,
documents and good building practice.
6. The signed original copy of this drawing is kept at the
engineer's office.
INFORMATION
FOR:
Climate Zone
Checked
Drawn
Designed
Project #:
DV
-
DV
RSA0
NOVEMBER 2016
-
0372607C
Date
Size
Scale
Building Occupancy
Discipline: Stage: Drawing #: Rev:
S T 08 00
-
Drawing title
ENGINE BAY & WASH BAY
ELEVATIONS
Engineer:
Signed by
STRUCTURAL
Discipline
Project
ELANDSFONTEIN
FIRE STATION
ConsultantClient
S.A. Engelbrecht Reg. no:20140036
Tel: +27(0) 861 878 252
www.csmeng.co.za