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