01
A
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
TOC
0.1m
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 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 RAFT BEAM
350 x 700mm dp, 30MPa
2320
RC BASE
2320 x 1000 x 700mm dp
2320
RC BASE
2320 x 1000 x 700mm dp
2320
RC BASE
2320 x 1000 x 700mm dp
10
00
10
00
10
00
10
00
10
00
2320
RC BASE
2320 x 1000 x 700mm dp
10
00
232023202320 2320
10
00
10
00
10
00
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
10
00
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
STEEL COLUMN
203 x 203 x 46 H-SECTION
STEEL COLUMN
203 x 203 x 46 H-SECTION
85mm
STEP
85mm
STEP
85mm
STEP
85mm
STEP
85mm
STEP
RC RAFT SLAB
175mm THK, 30MPa
T.O.C. = 0 100
85mm
STEP
RC RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
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 RAFT SLAB
125mm THK, 30MPa
T.O.C. = 0 185
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
300mm THICK
RC WALL
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
155mm
STEP
155mm
STEP
155mm
STEP
155mm
STEP
155mm
STEP
155mm
STEP
155mm
STEP
155mm
STEP
155mm
STEP
155mm
STEP
155mm
STEP
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. = 0 030
SLOPE DOWN TO
T.O.C = 100mm
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 5
15
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 RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 600mm dp, 30MPa
RC RAFT BEAM
350 x 515mm 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
T.O
.C
. =
0
0
30
280 x 280mm
RC COLUMN
280 x 280mm
RC COLUMN
85mm
STEP
70mm
STEP
1800mm HIGH PERIMETER WALL
ON 750 x 230 dp STRIP FOOTING
1800m
m H
IG
H P
ER
IM
ET
ER
W
ALL
ON
750 x 230 dp S
TR
IP
F
OO
TIN
G
280 x 280mm
RC COLUMN
230 x 230mm
BRICK COLUMN
GROUND FLOOR - RC FOUNDATION LAYOUT
SCALE 1 : 100
1800mm HIGH PERIMETER WALL
ON 750 x 250 dp STRIP FOOTING
230mm BRICK WALL
ON 750 x 250 dp STRIP FOOTING
02 03 04 05 06 07 08 09 10 11 12
13 14 15 16 17 18 19 20
B
C
D
M
N
O
P
21 22 23 24
E
G
H
J
K
E
G
H
J
K
-
A
-
B
-
C
-
E
-
F
-
G
-
D
1320468013204680132046791320468068560003000
64
40
53
75
17
20
48
00
685 2000 6850 1900 2600 6450 1750
64
40
53
75
17
20
48
00
2000 6880 3780
89
20
18
55
36
00
44
73
12
99
52
86
6
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
85mm
STEP
85mm
STEP
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
195x195x6.0
SHS POST
195x195x6.0
SHS POST
CO
NT
IN
UE
S A
S O
N
AR
CH
IT
EC
TU
RA
L
LA
YO
UT
195x195x6.0
SHS POST
195x195x6.0
SHS POST
195x195x6.0
SHS POST
195x195x6.0
SHS POST
INFORMATION
STRUCTURAL
FOR:
Discipline
Climate Zone
Checked
Drawn
Designed
Project #:
Project
EKURHULENI: KATLEHONG
FIRE STATION
SE
-
DV
JSA0
NOVEMBER 2016
Consultant
-
0373107C
Date
Size
Scale
Building Occupancy
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.
AMENDMENTDATENO.
ISSUED FOR INFORMATION11-11-'160
Drawing title
GROUND FLOOR
RC FOUNDATIONS
LAYOUT & SECTIONS
Engineer:
Signed by
S.A. Engelbrecht Reg. no:20140036
Client
Discipline: Stage: Drawing #: Rev:
S T 01 00
-
Tel: +27(0) 861 878 252
www.csmeng.co.za
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
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
1
7
0
m
m
R
C
I
N
-
S
I
T
U
S
L
A
B
,
3
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
85
mm
S
TE
P
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
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
R
IN
G B
EA
M
28
0 x 4
50
mm
d
p, 3
0M
Pa
1
7
0
m
m
R
C
F
L
A
T
S
L
A
B
,
3
0
M
P
a
170mm
RC
FLAT S
LAB, 30M
Pa
-
H
-
H
EAVES LEVEL - RC & STEEL LAYOUT
SCALE 1 : 100
UPPER EAVES LEVEL - RC BEAM LAYOUT
SCALE 1 : 100
1
7
0
m
m
R
C
F
L
A
T
S
L
A
B
,
3
0
M
P
a
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
01
A
02 03 04 05 06 07 08 09 10 11 12
13 14 15 16 17 18 19 20
B
C
D
M
N
O
P
21 22 23 24
E
G
H
J
K
E
G
H
J
K
01 02 03
A
B
C
D
-
G
3000 6000
44
73
12
99
53
00
5
89
20
18
55
36
00
2000 6880 3780
64
40
53
75
17
20
48
00
685 2000 6850 1900 2600 6450 1750
64
40
53
75
17
20
48
00
1320468013204680132046791320468068560003000
44
73
12
99
52
86
6
100x100x3.0
SHS POST
100x100x3.0
SHS POST
-
J
-
K
280 x 305mm dp
o/a US BEAM
28
0 x 3
05
mm
d
p
o/a
U
S B
EA
M
28
0 x 3
05
mm
d
p
o/a
U
S B
EA
M
280 x 305mm dp
o/a US BEAM
280 x 305mm dp
o/a US BEAM
28
0 x 3
05
mm
d
p
o/a
U
S B
EA
M
28
0 x 3
05
mm
d
p
o/a
U
S B
EA
M
TY
PIC
AL
T
RU
SS
TY
PIC
AL
T
RU
SS
TY
PIC
AL
T
RU
SS
TY
PIC
AL
T
RU
SS
TY
PIC
AL
T
RU
SS
TY
PIC
AL
T
RU
SS
TY
PIC
AL
T
RU
SS
TY
PIC
AL
T
RU
SS
TY
PIC
AL
T
RU
SS
TY
PIC
AL
T
RU
SS
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 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 ∠
195x195x6.0 SHS POST
195x195x6.0 SHS POST
TRUSS TYPE 01
TRUSS TYPE 01
TRUSS TYPE 07
TRUSS TYPE 02
TRUSS TYPE 02
TRUSS TYPE 03
TRUSS TYPE 02
TRUSS TYPE 05
TRUSS TYPE 04
TRUSS TYPE 06
TRUSS TYPE 02
TRUSS TYPE 03
TRUSS TYPE 03
TRUSS TYPE 08
TRUSS TYPE 08
TRUSS TYPE 08
TRUSS TYPE 08
TRUSS TYPE 08
TRUSS TYPE 08
TRUSS TYPE 08
TRUSS TYPE 08
TRUSS TYPE 08
RAFTER TYPE 01
RAFTER TYPE 01
RA
FT
ER
T
YP
E 0
2
RA
FT
ER
T
YP
E 0
2
RA
FT
ER
T
YP
E 0
2
RA
FT
ER
T
YP
E 0
2
RA
FT
ER
T
YP
E 0
2
TR
US
S T
YP
E 0
9
TR
US
S T
YP
E 0
9
TR
US
S T
YP
E 0
9
TR
US
S T
YP
E 0
9
TR
US
S T
YP
E 0
9
TR
US
S T
YP
E 0
9
TR
US
S T
YP
E 0
9
TR
US
S T
YP
E 0
9
TR
US
S T
YP
E 1
0
TR
US
S T
YP
E 1
2
TR
US
S T
YP
E 1
2
TR
US
S T
YP
E 1
2
STEEL PURLINS
150 x 75 x 20 x 3.0mm CFLC
@ 1500mm c/c MAX.
300mm THICK
RC WALL
300mm THICK
RC WALL
TRUSS TYPE 11
TRUSS TYPE 11
TRUSS TYPE 11
TRUSS TYPE 11
195x195x6.0 SHS POST
195x195x6.0 SHS POST
RAFTER TYPE 01
RAFTER TYPE 01
70x70x6 ∠ RUNNERS
70x70x6 ∠ RUNNERS
70x70x6 ∠ RUNNERS
50x50x3 ∠ CROSS BRACING
50x50x3 ∠ CROSS BRACING
50x50x3 ∠ CROSS BRACING
50x50x3 ∠ VERTICAL CROSS BRACING
50x50x3 ∠ VERTICAL CROSS BRACING
50x50x3 ∠ VERTICAL CROSS BRACING
70x70x6 ∠ RUNNERS
50x50x3 ∠ CROSS BRACING
70x70x6 ∠ RUNNER
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
INFORMATION
STRUCTURAL
FOR:
Discipline
Climate Zone
Checked
Drawn
Designed
Project #:
Project
EKURHULENI: KATLEHONG
FIRE STATION
SE
-
DV
JSA0
NOVEMBER 2016
Consultant
-
0373107C
Date
Size
Scale
Building Occupancy
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.
AMENDMENTDATENO.
ISSUED FOR INFORMATION11-11-'160
Drawing title
EAVES LEVELS RC
AND STEELWORK
LAYOUT
Engineer:
Signed by
S.A. Engelbrecht Reg. no:20140036
Client
Discipline: Stage: Drawing #: Rev:
S T 02 00
-
Tel: +27(0) 861 878 252
www.csmeng.co.za
50mm BLINDING LAYER
15MPa
250µ DPC LAYER
350 x 600mm dp
RAFT BEAM, 30MPa
350 x 515mm dp
RAFT BEAM, 30MPa
350
600
515
415
350
300
125
85
85
125
125mm RC GROUND SLAB, 30MPa
125mm RC GROUND SLAB, 30MPa
2615 1200
SECTION A - A
SCALE 1:20
TOC
0.185TOC
0.100
SOIL MATTRESS AS
PER CIVIL ENGINEER
SPECIFICATION
15
5
12
5
12
5
60
0
60
0
TOC
0.185
TOC
0.030
TOC
0.185
125mm RC SLAB,
30MPa
250µ DPC LAYER
350 x 600mm dp
RAFT BEAM, 30MPa
350
350
350 x 600mm dp
RAFT BEAM, 30MPa
SECTION B - B
SCALE 1:20
50mm BLINDING LAYER
15MPa
920
SOIL MATTRESS AS
PER CIVIL ENGINEER
SPECIFICATION
SECTION C - C
SCALE 1:20
350 900 300
41
5
15
5
12
5
TOC
0.185
125mm RC SLAB,
30MPa
250µ DPC LAYER
350 x 600mm dp
RAFT BEAM, 30MPa
300 x 415mm dp
RAFT BEAM, 30MPa
50mm BLINDING LAYER
15MPa
SOIL MATTRESS AS
PER CIVIL ENGINEER
SPECIFICATION
12
5
350
60
0
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
17
5
70
0
TOC
0.100
250µ DPC LAYER
175mm RC GROUND SLAB, 30MPa
350 x 700mm dp
RAFT BEAM, 30MPa
350
85
SOIL MATTRESS AS
PER CIVIL ENGINEER
SPECIFICATION
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
SOIL MATTRESS AS
PER CIVIL ENGINEER
SPECIFICATION
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 F - F
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
SOIL MATTRESS AS
PER CIVIL ENGINEER
SPECIFICATION
1 LAYER MESH REF. 500
TOP & BOTTOM
125
350
600
50mm BLINDING LAYER
15MPa
250µ DPC LAYER
125mm RC GROUND SLAB, 30MPa
350 x 600mm dp
RAFT BEAM, 30MPa
200 x 250mm dp
EDGE THICKENING
300
FINISH TO ARCHITECT'S
SPECIFICATION
1200
1 LAYER MESH REF. 500
TOP & BOTTOM
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
1520
280
280
280 x 450mm dp RC BEAM
30MPa
280 x 450mm dp RC BEAM
30MPa
155
PLATFORM AS
PER CIVIL ENGINEER
SPECIFICATION OF
"REFER TO TYPICAL DETAIL"
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
3200
510
100
FILLET WELDFILLET WELD
200
3200
510
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.
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
350
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
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
TOC
3.035
TOC
2.755
TOC
2.585
2801653280
280
170
450
1702
SECTION K - K
SCALE 1:20
230
SLAB US BEAM BEHIND
145
170
135
205
280
450
SECTION J - J
SCALE 1:20
TOC
2.585
TOC
2.900
TOC
3.035
INFORMATION
STRUCTURAL
FOR:
Discipline
Climate Zone
Checked
Drawn
Designed
Project #:
Project
EKURHULENI: KATLEHONG
FIRE STATION
SE
-
DV
JSA0
NOVEMBER 2016
Consultant
-
0373107C
Date
Size
Scale
Building Occupancy
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.
AMENDMENTDATENO.
ISSUED FOR INFORMATION11-11-'160
Drawing title
GROUND FLOOR
AND EAVES LEVEL SECTIONS
Engineer:
Signed by
S.A. Engelbrecht Reg. no:20140036
Client
Discipline: Stage: Drawing #: Rev:
S T 03 00
-
Tel: +27(0) 861 878 252
www.csmeng.co.za
1200
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
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-S
EC
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-
SE
C
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-
SE
C
TIO
N
ST
EE
L T
R
U
SS
406 x 178 x 54 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
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-
SE
C
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
INFORMATION
STRUCTURAL
FOR:
Discipline
Climate Zone
Checked
Drawn
Designed
Project #:
Project
EKURHULENI: KATLEHONG
FIRE STATION
SE
-
DV
JSA0
NOVEMBER 2016
Consultant
-
0373107C
Date
Size
Scale
Building Occupancy
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.
AMENDMENTDATENO.
ISSUED FOR INFORMATION11-11-'160
Drawing title
Engineer:
Signed by
S.A. Engelbrecht Reg. no:20140036
Client
Discipline: Stage: Drawing #: Rev:
S T 04 00
-
FOUNDATIONS LAYOUT
& SECTIONS
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
dp
, 3
0M
Pa
RC
R
AF
T B
EA
M
350
x 7
00
mm
dp
, 3
0M
Pa
STEEL COLUMN
406 x 178 x 54 I-SECTION
STEEL COLUMN
406 x 178 x 54 I-SECTION
STEEL COLUMN
406 x 178 x 54 I-SECTION
STEEL COLUMN
406 x 178 x 54 I-SECTION
STEEL COLUMN
406 x 178 x 54 I-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
120
01
63
65
12
00
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
750
750
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
85m
m S
TE
P
RC
R
AF
T B
EA
M
35
0 x 70
0m
m d
p, 30M
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
dp
, 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
400 x 220 x 85mm
CONCRETE SCREED INFILL
AT COLUMN BASE PLATE
14
15
16
17
X V W
2877 6940
500
05
00
05
00
0
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 2845 7655 1200
700
525
175
350 300
700
ST
EE
L C
OLU
MN
406 x 178 x 54 I-S
EC
TIO
N
ST
EE
L T
R
U
SS
406 x 178 x 54 I-S
EC
TIO
N
ST
EE
L C
OLU
MN
406 x 178 x 54 I-S
EC
TIO
N
ST
EE
L C
OLU
MN
406 x 178 x 54 I-S
EC
TIO
N
STEEL BEAM
254 x 146 x 31 I-SECTION
STEEL BEAMS
356 x 171 x 57 I-SECTION
1131 1131 383
2850
3693
7567
6666
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.
175
350
TOC
0.100
250µ DPC LAYER
175mm RC GROUND SLAB, 30MPa
350 x 785mm dp
RAFT BEAM, 30MPa
700
300
300 x 700mm dp
RAFT BEAM, 30MPa
1 LAYER MESH REF. 500
TOP & BOTTOM
SECTION B - B
SCALE 1:25
525
1500
FINISH TO ARCHITECT'S
SPECIFICATION
1200 3195 7305 1200
700
525
175
1293 300
700
TOC
0.100
1500 x 700/785mm dp
RAFT BASE, 30MPa
85
85
TOC
0.185
ST
EE
L C
OLU
MN
406 x 178 x 54 I-S
EC
TIO
N
ST
EE
L T
R
U
SS
406 x
178 x
54 I-S
EC
TIO
N
ST
EE
L C
OLU
MN
406 x 178 x 54 I-S
EC
TIO
N
7567
6666
1500m
m
c/c
M
AX
.
1200m
m 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.
1293 x 700mm dp
RAFT BASE, 30MPa
DETAIL 01
DETAIL 01
DETAIL 04
DETAIL 03
400 x 220 x 85mm
CONCRETE SCREED INFILL
AT COLUMN BASE PLATE
400
STEEL RAFTERS
150 x 50 x 20 x 2.0mm CFLC
@ 900mm c/c MAX.
SOIL MATERIAL AS PER
CIVIL ENGINEER'S SPEC.
700
785
785
69402850
5000
5000
5000
STEEL COLUMN
406 x 178 x 54 I-SECTION
STEEL COLUMN
406 x 178 x 54 I-SECTION
STEEL COLUMN
406 x 178 x 54 I-SECTION
STEEL COLUMN
406 x 178 x 54 I-SECTION
STEEL COLUMN
406 x 178 x 54 I-SECTION
STEEL TRUSS
406 x 178 x 54 I-SECTION
STEEL TRUSS
406 x 178 x 54 I-SECTION
STEEL TRUSS
406 x 178 x 54 I-SECTION
STEEL TRUSS
406 x 178 x 54 I-SECTION
STEEL BEAM
254 x 146 x 31 I-SECTION
WASH BAY - STEELWORK LAYOUT
SCALE 1 : 50
6534
5146
-
A
-
A
-
B
-
B
STEEL BEAM
254 x 146 x 31 I-SECTION
1131 1131
STEEL COLUMN
406 x 178 x 54 I-SECTION
STEEL BEAMS
356 x 171 x 57 I-SECTION
STEEL COLUMN
406 x 178 x 54 I-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
406 x 178 x 54 I-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 4mm ∠
STEEL HORIZONTAL
CROSS-BRACING
60 x 60 x 4mm ∠
STEEL VERTICAL
CROSS-BRACING
60 x 60 x 4mm ∠
STEEL PURLINS
150 x 50 x 20 x 3.0mm CFLC
DETAIL 04
SCALE 1:10
ST
EE
L T
R
U
SS
406 x
178 x
54 I-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
40
6 x 1
78
x 54 I-S
EC
TIO
N
STEEL COLUMN
406 x 178 x 67 I-SECTION
6mm FILLET WELD (WAR)
BASE PLATE
450 x 220 x 20mm
4No. M16 ANCHORS
END PLATES
70 x 70 x 10mm FOR EACH ANCHOR
350
80 290 80
450
35
150
35
220
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
40
6 x 1
78
x 5
4 I-S
EC
TIO
N
6mm FILLET WELD (WAR)
DETAIL 02
SCALE 1:10
7° S
LO
PE
ST
EE
L T
R
U
SS
406 x 1
78 x
54 I-S
EC
TIO
N
ST
EE
L C
OLU
MN
406 x 178 x 54 I-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
6515
80
382
15
352
15
STIFFENER PLATE DETAIL
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 #:
SE
-
DV
JSA0
OCTOBER 2016
-
0373107C
Date
Size
Scale
Building Occupancy
Discipline: Stage: Drawing #: Rev:
S T 05 00
-
Drawing title
WASH BAY
CONCRETE AND STEELWORK
LAYOUTS
Engineer:
Signed by
STRUCTURAL
Discipline
Project
ConsultantClient
S.A. Engelbrecht Reg. no:20140036
EKURHULENI: KATLEHONG
FIRE STATIONTel: +27(0) 861 878 252
www.csmeng.co.za
STEEL RAFTER - TYPE 01
TYPICAL
SCALE 1:25
R
AF
TE
R
IPE
200 U
B
2 No. M16 HD BOLTS
2 No. M16 BOLTS
2000 c
/c M
AX
.
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
45
0
5294
STEEL COLUMN
195 x 195 x 6mm SHS
RC RING BEAM, 30MPa
280 x 450mm dp
STEEL TRUSS - TYPE 04
TYPICAL
SCALE 1:25
BOTTOM CORD
IPE 160 UB
TO
P C
O
R
D
IP
E 140 U
B
1788 1788 1788 18931928
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
450
450
2107
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
2000 c/c M
AX
.
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
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
∠
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
STEEL TRUSS - TYPE 03
TYPICAL
SCALE 1:25
2000 c/c M
AX
.
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
BOTTOM CORD
IPE 160 UB
TO
P C
O
R
D
IPE
140 U
B
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
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
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
∠V
ER
TIC
AL C
OR
D
60 x 60 x 4m
m ∠
450
450
1788 1788 1788 1788 18491928
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
STEEL TRUSS - TYPE 02
TYPICAL
SCALE 1:25
70 x 70 x 6mm ∠2000 c
/c M
AX
.
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
BOTTOM CORD
IPE 160 UB
TO
P C
O
R
D
IP
E 140 U
B
1788 1788 1788 1788 1724
450
1788
450
2040
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
∠
D
IA
G
O
N
A
L C
O
R
D
60 x 60 x 4m
m
∠
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
VE
RT
IC
AL C
OR
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 ∠
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
450
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
STEEL TRUSS - TYPE 01
TYPICAL
SCALE 1:25
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
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
BOTTOM CORD
IPE 160 UB
VE
RT
IC
AL
C
OR
D
60 x 60
x 4
mm
∠
VE
RT
IC
AL C
OR
D
60 x 60
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
∠
70 x 70 x 6mm ∠ 70 x 70 x 6mm ∠
2000 c
/c M
AX
.
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
1593 1453 1593
STEEL RUNNER
70 x 70 x 6mm ∠
45
0
45
0
STEEL TRUSS - TYPE 05
TYPICAL
SCALE 1:25
70 x 70 x 6mm ∠
BOTTOM CORD
IPE 160 UB
TO
P C
O
R
D
IP
E 140 U
B
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
450
450
450
2000 c
/c M
AX
.
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
1788 1788 1788 17882040 1893
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
2107
RC RING BEAM, 30MPa
280 x 450mm dp
VE
RT
IC
AL C
OR
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 ∠
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
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
STEEL RAFTER - TYPE 02
TYPICAL
SCALE 1:25
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
2000 c
/c M
AX
.
RA
FT
ER
IPE
200 U
B
5400
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
450
450
PO
ST
IP
E 140 U
B
STEEL TRUSS - TYPE 06
TYPICAL
SCALE 1:25
70 x 70 x 6mm ∠
BOTTOM CORD
IPE 160 UB
TO
P C
O
R
D
IPE
140 U
B
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
450
450
450
2000 c
/c M
AX
.
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
VE
RT
IC
AL C
OR
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 ∠
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
∠
D
I
A
G
O
N
A
L
C
O
R
D
6
0
x
6
0
x
4
m
m
∠
1788 1788 1788 17882040 1893
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
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.
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.
INFORMATION
STRUCTURAL
FOR:
Discipline
Climate Zone
Checked
Drawn
Designed
Project #:
Project
EKURHULENI: KATLEHONG
FIRE STATION
SE
-
DV
JSA0
NOVEMBER 2016
Consultant
-
0373107C
Date
Size
Scale
Building Occupancy
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.
AMENDMENTDATENO.
ISSUED FOR INFORMATION11-11-'160
Drawing title
EAVES LEVELS SECTIONS
1 OF 2
Engineer:
Signed by
S.A. Engelbrecht Reg. no:20140036
Client
Discipline: Stage: Drawing #: Rev:
S T 06 00
-
Tel: +27(0) 861 878 252
www.csmeng.co.za
STEEL TRUSS - TYPE 10
TYPICAL
SCALE 1:25
2000 c
/c M
AX
.
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
BOTTOM CORD
IPE 160 UB
TO
P C
O
R
D
IP
E 140 U
B
1492 1833 1833 958
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
∠
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
450
450
STEEL TRUSS - TYPE 11
TYPICAL
SCALE 1:25
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
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
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
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 ∠
TO
P C
O
R
D
IPE
140 U
B
BOTTOM CORD
IPE 160 UB
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
2000 c/c M
AX
.
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
450
450
1275 1885 1885 1885 1650
STEEL RUNNER
70 x 70 x 6mm ∠
STEEL TRUSS - TYPE 12
TYPICAL
SCALE 1:25
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
2000 c/c M
AX
.
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
BOTTOM CORD
IPE 160 UB
TO
P C
O
R
D
IP
E 140 U
B
2089 1989 1989 1989 1989 1989 1989 2132
450
450
BOTTOM CORD
IPE 160 UB
BOTTOM CORD
IPE 160 UB
TO
P C
O
R
D
IPE
140 U
B
TO
P C
O
R
D
IPE
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
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
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
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 ∠
STEEL TRUSS - TYPE 09
TYPICAL
SCALE 1:25
2000 c
/c M
AX
.
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
BOTTOM CORD
IPE 160 UB
TO
P C
O
R
D
IPE
140 U
B
1509 1833 1833 1833 1833 2100
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
∠
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
VE
RT
IC
AL
C
OR
D
60
x 6
0 x 4
mm
∠
VE
RT
IC
AL
C
OR
D
IP
E 1
40
U
B
170mm RC SLAB, 30MPa
RC RING BEAM
280 x 450mm dp, 30MPa
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
45
0
45
0
STEEL TRUSS - TYPE 07
TYPICAL
SCALE 1:25
D
IA
G
O
N
A
L C
O
R
D
60 x 60 x 4m
m
∠
VE
RT
IC
AL C
OR
D
60 x 60 x 4m
m ∠
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
IP
E 140 U
B
BOTTOM CORD
IPE 160 UB
TO
P C
OR
D
IPE
140 U
B
450
26324209RC RING BEAM, 30MPa
280 x 450mm dp
450
RC RING BEAM, 30MPa
280 x 450mm dp
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
STEEL TRUSS - TYPE 08
TYPICAL
SCALE 1:25
STEEL PURLINS
100 x 75 x 20 x 2.5mm CFLC
@ 2000mm c/c MAX.
2000 c
/c M
AX
.
BOTTOM CORD
IPE 160 UB
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
RC RING BEAM, 30MPa
280 x 450mm dp
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
VE
RT
IC
AL C
OR
D
IP
E 140 U
B
TO
P C
OR
D
IPE
140 U
B
D
IA
G
O
N
A
L C
O
R
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
∠
450
450
450
204024924209
STEEL RUNNER
70 x 70 x 6mm ∠STEEL RUNNER
70 x 70 x 6mm ∠
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.
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.
INFORMATION
STRUCTURAL
FOR:
Discipline
Climate Zone
Checked
Drawn
Designed
Project #:
Project
EKURHULENI: KATLEHONG
FIRE STATION
SE
-
DV
JSA0
NOVEMBER 2016
Consultant
-
0373107C
Date
Size
Scale
Building Occupancy
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.
AMENDMENTDATENO.
ISSUED FOR INFORMATION11-11-'160
Drawing title
EAVES LEVELS SECTIONS
2 OF 2
Engineer:
Signed by
S.A. Engelbrecht Reg. no:20140036
Client
Discipline: Stage: Drawing #: Rev:
S T 07 00
-
Tel: +27(0) 861 878 252
www.csmeng.co.za
ENGINE BAY - SOUTH ELEVATION
SCALE 1 : 50
5mm CABLES
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
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
5mm CABLES
5mm CABLES
5mm CABLES
5mm CABLES
5mm CABLES
5mm CABLES
5mm CABLES
5734
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
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
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
5mm CABLES
5mm CABLES
5mm CABLES
5734
EFGHIJKLM D
468013204680132046801320468013204680
ST
EE
L C
OLU
MN
203
x 2
03 x 46
H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
203 x 20
3 x 46 H
-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 2
03 x 46
H
-S
EC
TIO
N
ST
EE
L C
OLU
MN
203 x 2
03 x 46
H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
203 x 20
3 x 46 H
-S
EC
TIO
N
ST
EE
L C
OLU
MN
20
3 x 203
x 4
6 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 2
03 x 46
H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
203 x 2
03 x 46
H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
203 x 2
03 x 46
H
-S
EC
TIO
N
ST
EE
L C
OL
UM
N
203 x 2
03 x 46
H
-S
EC
TIO
N
WASH BAY - EAST ELEVATION
SCALE 1 : 50
756
7
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.
INFORMATION
STRUCTURAL
FOR:
Discipline
Climate Zone
Checked
Drawn
Designed
Project #:
Project
EKURHULENI: KATLEHONG
FIRE STATION
SE
-
DV
JSA0
NOVEMBER 2016
Consultant
-
0373107C
Date
Size
Scale
Building Occupancy
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.
AMENDMENTDATENO.
ISSUED FOR INFORMATION11-11-'160
Drawing title
Engineer:
Signed by
S.A. Engelbrecht Reg. no:20140036
Client
Discipline: Stage: Drawing #: Rev:
S T 08 00
-
ENGINE BAY & WASH BAY
ELEVATIONS
Tel: +27(0) 861 878 252
www.csmeng.co.za