rc surface bed 100mm thk, 30mpa rc surface bed100mm … · rc foundation layout scale 1 : 100...

8
A A B B C C D D E E F F G G H H I I J J K K L L M M N N O O P P Q Q R R S S 01 01 02 03 04 06 07 07 08 08 09 09 10 10 11 11 05 3000 6005 681 4680 1320 4680 1320 4680 1320 4680 1320 4680 673 13511 6850 1900 6850 5400 17990 3600 5385 5390 5200 5585 3180 10310 6760 2490 2490 6760 10300 3190 5585 1320 4680 1320 4680 1320 4680 1320 4680 681 6005 3000 7250 2620 2200 2600 2200 2600 2090 2600 7900 11190 2885 4325 3030 3030 2600 2120 2625 2100 235 4175 5515 1288 1288 1000 2320 2320 2320 2320 1000 1000 1000 1000 1000 1000 2320 2320 2320 2320 1000 7060 190 2990 1885 3575 3227 1863 5215 3408 1853 125 3600 1800 235 175 115 3225 4760 2825 4025 1842 58 5450 1397 115 3300 4325 4500 4500 4665 2185 546 569 4680 4290 18110 600 10590 1225 875 2020 3574 2000 115 118 5165 3575 4651 5563 112 5563 112 115 2375 115 6760 5325 4870 1640 750 750 750 750 750 3855 750 GROUND FLOOR - RC FOUNDATION LAYOUT SCALE 1 : 100 RC STRIPFOOTING 750 x 250mm dp, 30MPa TYPICAL RC STRIPFOOTING 750 x 250mm dp, 30MPa TYPICAL RC STRIPFOOTING 750 x 250mm dp, 30MPa TYPICAL RC STRIPFOOTING 750 x 250mm dp, 30MPa TYPICAL RC STRIPFOOTING 750 x 250mm dp, 30MPa TYPICAL RC STRIPFOOTING 750 x 250mm dp, 30MPa TYPICAL 600mm RC WALL 600mm RC WALL 2495 293 1900 293 2495 85mm STEP 85mm STEP 85mm STEP 85mm STEP 85mm STEP 85mm STEP 85mm STEP RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 515mm dp, 30MPa RC RAFT BEAM 350 x 515mm dp, 30MPa RC RAFT BEAM 350 x 515mm dp, 30MPa RC RAFT BEAM 350 x 515mm dp, 30MPa RC RAFT BEAM 350 x 515mm dp, 30MPa RC RAFT BEAM 350 x 515mm 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 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 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa RC RAFT BEAM 350 x 600mm dp, 30MPa STEEL COLUMN 203 x 203 x 46 H-SECTION STEEL COLUMN 203 x 203 x 46 H-SECTION STEEL COLUMN 203 x 203 x 46 H-SECTION STEEL COLUMN 203 x 203 x 46 H-SECTION STEEL COLUMN 203 x 203 x 46 H-SECTION STEEL COLUMN 203 x 203 x 46 H-SECTION STEEL COLUMN 203 x 203 x 46 H-SECTION STEEL COLUMN 203 x 203 x 46 H-SECTION RC BASE 2320 x 1000 x 700mm dp RC BASE 2320 x 1000 x 700mm dp RC BASE 2320 x 1000 x 700mm dp RC BASE 2320 x 1000 x 700mm dp RC BASE 2320 x 1000 x 700mm dp RC BASE 2320 x 1000 x 700mm dp RC BASE 2320 x 1000 x 700mm dp RC BASE 2320 x 1000 x 700mm dp STEEL COLUMN 203 x 203 x 46 H-SECTION STEEL COLUMN 203 x 203 x 46 H-SECTION STEEL COLUMN 203 x 203 x 46 H-SECTION STEEL COLUMN 203 x 203 x 46 H-SECTION 1046 1046 1000 1000 EJ EJ 1200 1200 1200 1200 1200 3540 1240 1225 2000 4178 22740 1200 15849 1200 1225 18360 12985 85mm STEP 85mm STEP 85mm STEP 24820 750 8960 06 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 100 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 100 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 100 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 100 RC RAFT SLAB 175mm THK, 30MPa T.O.C. = 0 100 RC RAFT SLAB 175mm THK, 30MPa T.O.C. = 0 100 RC RAFT SLAB 175mm THK, 30MPa T.O.C. = 0 100 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 5630 1200 1800 2100 1200 1200 3582 3583 3485 3680 1200 163 RC RAFT FOOTING 2100 x 350mm dp, 30MPa RC RAFT FOOTING 2100 x 350mm dp, 30MPa N.G.L. = 0 000 N.G.L. = 0 000 N.G.L. = 0 000 N.G.L. = 0 000 RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED 100mm THK, 30MPa CJ SCJ SCJ SCJ SCJ SCJ CJ CJ CJ CJ CJ SCJ SCJ CJ SCJ CJ SCJ CJ CJ SCJ SCJ SCJ CJ CJ CJ SCJ SCJ SCJ CJ CJ CJ CJ CJ CJ SCJ SCJ SCJ SCJ SCJ CJ CJ CJ SCJ T.O.C. = 0 100 T.O.C. = 0 100 T.O.C. = 0 100 T.O.C. = 0 100 T.O.C. = 0 100 T.O.C. = 0 100 T.O.C. = 0 100 T.O.C. = 0 100 RC SURFACE BED 100mm THK, 30MPa T.O.C. = 0 100 6140 1340 1340 2885 11775 1210 4745 1200 1200 9255 CJ CJ SCJ SCJ CJ CJ CJ CJ SCJ SCJ SCJ SCJ RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED 100mm THK, 30MPa T.O.C. = 0 100 T.O.C. = 0 100 T.O.C. = 0 100 RC STRIPFOOTING 750 x 250mm dp, 30MPa TYPICAL SCJ CJ CJ CJ CJ SCJ SCJ SCJ 05 E 05 A 05 A 05 B 05 B 05 C RC SURFACE BED 100mm THK, 30MPa 05 D 03 F 03 F BRICKWORK COLUMNS 230 x 230mm RC COLUMNS 280 x 280mm 05 G 750 750 1200 6960 1200 1200 1200 RC STRIPFOOTING 750 x 250mm dp, 30MPa TYPICAL T U T U 12 13 12 13 770 6680 770 6680 RC STRIPFOOTING 750 x 250mm dp, 30MPa TYPICAL RC STRIPFOOTING 750 x 250mm dp, 30MPa TYPICAL RC RAFT SLAB 125mm THK, 30MPa T.O.C. = 0 185 1585 6850 1900 6850 5400 13500 3575 3575 RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED 100mm THK, 30MPa X V W 14 15 16 17 X V W 2877 6940 5004 5000 5000 REFER TO WASH BAY LAYOUT 22040 STEEL COLUMNS 195 x 195 x 6mm SHS (STRUCTURAL) STEEL COLUMNS 195 x 195 x 6mm SHS 1800mm HIGH (NON-STRUCTURAL) 280mm RC WALL RC STRIPFOOTING 750 x 250mm dp, 30MPa TYPICAL 750 3080 750 3600 1200 1200 1200 4340 750 3820 RC SURFACE BED 100mm THK, 30MPa IJ IJ IJ CJ CJ SCJ SCJ SCJ RC SURFACE BED 100mm THK, 30MPa RC STRIPFOOTING 750 x 250mm dp, 30MPa TYPICAL REFUSE YARD RC FOUNDATION LAYOUT SCALE 1 : 100 GENERAL NOTES 1. Drawings to be read in conjunction with all relevant Architect's, Consultant's, and Specialist's drawings and specifications. 2. All details and dimensions subject to confirmation on site. Any discrepancies must be brought to the engineer's attention prior to construction. 3. Drawings are not to be scaled. 4. All construction workmanship and materials to be in accordance with the relevant provisions of “The Application of the National Building Regulations” (SANS 10400), Building Standards act (Act103) and the relevant parts of SABS 1200. 5. The works will be inspected form time to time by the consulting engineer to ascertain that the contractor is carrying out the work in general conformity with the engineering drawings and documents. Such inspections are not for the contractors benefit and do not relieve him of the responsibility for the proper construction of the works in accordance with the engineering drawings, documents and good building practice. 6. The signed original copy of this drawing is kept at the engineer's office. INFORMATION FOR: Climate Zone Checked Drawn Designed Project #: DV - DV RS A0 OCTOBER 2016 - 0372607C Date Size Scale Building Occupancy Discipline: Stage: Drawing #: Rev: S T 01 00 - Drawing title GROUND FLOOR LEVEL FOUNDATIONS LAYOUT Engineer: Signed by STRUCTURAL Discipline Project ELANDSFONTEIN FIRE STATION Consultant Tel: +27(0) 861 878 252 www.csmeng.co.za Client S.A. Engelbrecht Reg. no:20140036

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Page 1: RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED100mm … · RC FOUNDATION LAYOUT SCALE 1 : 100 GENERAL NOTES 1.Drawings to be read in conjunction with all relevant Architect's, Consultant's,

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750

750

750

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3855

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GROUND FLOOR - RC FOUNDATION LAYOUT

SCALE 1 : 100

RC STRIPFOOTING

750 x 250mm dp, 30MPa

TYPICAL

RC STRIPFOOTING

750 x 250mm dp, 30MPa

TYPICAL

RC

S

TR

IP

FO

OT

IN

G

75

0 x 2

50

mm

d

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PIC

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RC

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75

0 x 2

50

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d

p, 3

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TY

PIC

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600mm RC WALL

600mm RC WALL

2495 293 1900 293 2495

85

mm

S

TE

P

85mm STEP

85mm STEP

85

mm

S

TE

P

85

mm

S

TE

P

85mm STEP

85mm STEP

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC

R

AF

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35

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0 x 6

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35

0 x 6

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d

p, 3

0M

Pa

RC

R

AF

T B

EA

M

35

0 x 6

00

mm

d

p, 3

0M

Pa

RC RAFT BEAM

350 x 515mm dp, 30MPa

RC RAFT BEAM

350 x 515mm dp, 30MPa

RC RAFT BEAM

350 x 515mm dp, 30MPa

RC

R

AF

T B

EA

M

35

0 x 5

15

mm

d

p, 3

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Pa

RC

R

AF

T B

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0 x 5

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p, 3

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RC

R

AF

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35

0 x 5

15

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RC RAFT BEAM

350 x 700mm dp, 30MPa

RC RAFT BEAM

350 x 700mm dp, 30MPa

RC RAFT BEAM

350 x 700mm dp, 30MPa

RC RAFT BEAM

350 x 700mm dp, 30MPa

RC RAFT BEAM

350 x 700mm dp, 30MPa

RC RAFT BEAM

350 x 700mm dp, 30MPa

RC RAFT BEAM

350 x 700mm dp, 30MPa

RC

R

AF

T B

EA

M

35

0 x 7

00

mm

d

p, 3

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Pa

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35

0 x 7

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35

0 x 7

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d

p, 3

0M

Pa

RC

R

AF

T B

EA

M

35

0 x 7

00

mm

d

p, 3

0M

Pa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC RAFT BEAM

350 x 600mm dp, 30MPa

RC

R

AF

T B

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M

35

0 x 6

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d

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RC RAFT BEAM

350 x 600mm dp, 30MPa

RC

R

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35

0 x 6

00

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d

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STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

RC BASE

2320 x 1000 x 700mm dp

RC BASE

2320 x 1000 x 700mm dp

RC BASE

2320 x 1000 x 700mm dp

RC BASE

2320 x 1000 x 700mm dp

RC BASE

2320 x 1000 x 700mm dp

RC BASE

2320 x 1000 x 700mm dp

RC BASE

2320 x 1000 x 700mm dp

RC BASE

2320 x 1000 x 700mm dp

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

1046

1046

10

00

10

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12

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1200

12

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1200

12

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35

40

12

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1225 20004178

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1200 15849 1200

12

25

18

36

0

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98

5

85mm STEP

85mm STEP

85mm STEP

24

82

07

50

89

60

06

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 185

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 185

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 185

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 185

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 185

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 185

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 185

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 100

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 100

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 100

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 100

RC RAFT SLAB

175mm THK, 30MPa

T.O.C. = 0 100

RC RAFT SLAB

175mm THK, 30MPa

T.O.C. = 0 100

RC RAFT SLAB

175mm THK, 30MPa

T.O.C. = 0 100

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 185

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 185

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 185

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 185

RC RAFT SLAB

125mm THK, 30MPa

T.O.C. = 0 185

5630 1200

18

00

21

00

1200

12

00

35

82

35

83

34

85

3680

1200

163

RC RAFT FOOTING

2100 x 350mm dp, 30MPa

RC RAFT FOOTING

2100 x 350mm dp, 30MPa

N.G.L. = 0 000

N.G.L. = 0 000

N.G.L. = 0 000

N.G.L. = 0 000

RC

SU

RFA

CE

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100mm

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T.O.C. = 0 100

T.O

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0

1

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0

1

00

T.O.C. = 0 100

T.O.C. = 0 100

T.O.C. = 0 100

T.O.C. = 0 100

T.O

.C

. =

0

1

00

R

C

S

U

R

F

A

C

E

B

E

D

1

0

0

m

m

T

H

K

, 3

0

M

P

a

T.O.C. = 0 100

61401340

13

40

28

85

11

77

51

21

04

74

51

20

0

1200 9255

CJ

CJ

SC

J

SCJ

CJ

CJ

CJ

CJ

SC

J

SCJ

SCJ

SCJ

RC

S

UR

FA

CE

B

ED

100m

m T

HK

, 30M

Pa

R

C

SU

R

FA

C

E B

ED

100m

m

TH

K, 30M

Pa

T.O.C. = 0 100

T.O.C. = 0 100

T.O

.C

. =

0

1

00

RC STRIPFOOTING

750 x 250mm dp, 30MPa

TYPICAL

SCJ

CJ

CJ

CJ

CJ

SCJ

SC

JS

CJ

05

E

05

A

05

A

05

B

05

B

05

C

R

C

S

U

R

F

A

C

E

B

E

D

1

0

0

m

m

T

H

K

, 3

0

M

P

a

05

D

03

F

03

F

BRICKWORK COLUMNS

230 x 230mm

RC COLUMNS

280 x 280mm

05

G

750

750

12

00

69

60

12

00

12001200

RC STRIPFOOTING

750 x 250mm dp, 30MPa

TYPICAL

T U

T U

12

13

12

13

77

06

68

0

77

06

68

0

RC

S

TR

IP

FO

OT

IN

G

75

0 x 2

50

mm

d

p, 3

0M

Pa

TY

PIC

AL

RC

S

TR

IP

FO

OT

IN

G

75

0 x 2

50

mm

d

p, 3

0M

Pa

TY

PIC

AL

RC

R

AF

T S

LA

B

12

5m

m T

HK

, 3

0M

Pa

T.O

.C

. =

0

1

85

15

85

6850 1900 6850 540013500

3575

3575

RC

S

UR

FA

CE

B

ED

100m

m T

HK

, 30M

Pa

RC

S

UR

FA

CE

B

ED

100m

m T

HK

, 30M

Pa

X V W

14

15

16

17

X V W

2877 6940

50

04

50

00

50

00

R

E

F

E

R

T

O

W

A

S

H

B

A

Y

L

A

Y

O

U

T

22040

STEEL COLUMNS

195 x 195 x 6mm SHS

(STRUCTURAL)

STEEL COLUMNS

195 x 195 x 6mm SHS

1800mm HIGH

(NON-STRUCTURAL)

280mm RC WALL

RC STRIPFOOTING

750 x 250mm dp, 30MPa

TYPICAL

750 3080 750

3600 12001200

12

00

43

40

75

03

82

0

R

C

S

U

R

F

A

C

E

B

E

D

1

0

0

m

m

T

H

K

,

3

0

M

P

a

IJ

IJ

IJ

CJCJ

SCJSCJ

SC

J

R

C

S

U

R

F

A

C

E

B

E

D

1

0

0

m

m

T

H

K

, 3

0

M

P

a

RC

S

TR

IP

FO

OT

IN

G

75

0 x 2

50

mm

d

p, 3

0M

Pa

TY

PIC

AL

REFUSE YARD

RC FOUNDATION LAYOUT

SCALE 1 : 100

GENERAL NOTES

1. Drawings to be read in conjunction with all relevant Architect's,

Consultant's, and Specialist's drawings and specifications.

2. All details and dimensions subject to confirmation on site.

Any discrepancies must be brought to the engineer's attention

prior to construction.

3. Drawings are not to be scaled.

4. All construction workmanship and materials to be in

accordance with the relevant provisions of

“The Application of the National Building Regulations”

(SANS 10400), Building Standards act (Act103)

and the relevant parts of SABS 1200.

5. The works will be inspected form time to time by the

consulting engineer to ascertain that the contractor is carrying

out the work in general conformity with the engineering

drawings and documents.

Such inspections are not for the contractors benefit and do not

relieve him of the responsibility for the proper construction

of the works in accordance with the engineering drawings,

documents and good building practice.

6. The signed original copy of this drawing is kept at the

engineer's office.

INFORMATION

FOR:

Climate Zone

Checked

Drawn

Designed

Project #:

DV

-

DV

RSA0

OCTOBER 2016

-

0372607C

Date

Size

Scale

Building Occupancy

Discipline: Stage: Drawing #: Rev:

S T 01 00

-

Drawing title

GROUND FLOOR LEVEL

FOUNDATIONS LAYOUT

Engineer:

Signed by

STRUCTURAL

Discipline

Project

ELANDSFONTEIN

FIRE STATION

Consultant

Tel: +27(0) 861 878 252

www.csmeng.co.za

Client

S.A. Engelbrecht Reg. no:20140036

Page 2: RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED100mm … · RC FOUNDATION LAYOUT SCALE 1 : 100 GENERAL NOTES 1.Drawings to be read in conjunction with all relevant Architect's, Consultant's,

RC RING BEAM

280 x 450mm dp, 30MPa

RC RING BEAM

280 x 450mm dp, 30MPa

RC RING BEAM

280 x 450mm dp, 30MPa

RC RING BEAM

280 x 450mm dp, 30MPa

RC RING BEAM

280 x 450mm dp, 30MPa

RC RING BEAM

280 x 450mm dp, 30MPa

RC RING BEAM

280 x 450mm dp, 30MPa

RC RING BEAM

280 x 450mm dp, 30MPa

RC RING BEAM

280 x 450mm dp, 30MPa

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC RING BEAM

280 x 450mm dp, 30MPa

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC RING BEAM

280 x 450mm dp, 30MPa

RC RING BEAM

280 x 450mm dp, 30MPa

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

03

F

03

F

A

A

B

B C

C D

D E

E F

F

G

G H

H I

I J

J K

K L

L

M

M N O

O

P

P

Q

Q

R

R

S

S

0101

02

03

04

06

07

08

0909

1010

1111

05

3000 6005 681 4680 1320 4680 1320 4680 1320 4680 1320 4680 673 13524 6837 1900 6847 5413

17

99

0

36

10

53

75

53

90

52

00

55

85

31

90

10

30

06

75

02

50

0

25

00

67

50

10

30

03

19

05

58

5

1320468013204680132046801320468060053000 4680

06

EAVES LEVEL - RC & STEEL LAYOUT

SCALE 1 : 100

TY

PIC

AL

T

RU

SS

TY

PIC

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

1

7

0

m

m

R

C

IN

-

S

IT

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

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

STEEL PURLINS

150 x 75 x 20 x 3.0mm CFLC

@ 1500mm c/c MAX.

07

08

RC STAIRCASE

1

7

0

m

m

R

C

L

A

N

D

I

N

G

S

L

A

B

,

3

0

M

P

a

85

mm

S

TE

P

47

60

9280

3830

23

20

30

00

10

66

5

2300

1

7

5

m

m

R

C

I

N

-

S

I

T

U

S

L

A

B

,

3

0

M

P

a

3855

69

60

A

A

B

B C

C

01

11

3000 6005

17

99

0

60053000

13

28

2

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC RING BEAM

280 x 450mm dp, 30MPa

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC RING BEAM

280 x 450mm dp, 30MPa

6230

18

40

UPPER EAVES LEVEL - RC BEAM LAYOUT

SCALE 1 : 100

RC RING BEAM

280 x 450mm dp, 30MPa

17

90

5561

3680

ST

EE

L T

RU

SS

- T

YP

E 0

1

ST

EE

L T

RU

SS

- T

YP

E 0

1

ST

EE

L T

RU

SS

- T

YP

E 0

1

ST

EE

L T

RU

SS

- T

YP

E 0

2

ST

EE

L T

RU

SS

- T

YP

E 0

2

ST

EE

L T

RU

SS

- T

YP

E 0

2

ST

EE

L T

RU

SS

- T

YP

E 0

2

ST

EE

L T

RU

SS

- T

YP

E 0

2A

ST

EE

L T

RU

SS

- T

YP

E 0

3

ST

EE

L T

RU

SS

- T

YP

E 0

4A

ST

EE

L T

RU

SS

- T

YP

E 0

4A

ST

EE

L T

RU

SS

- T

YP

E 0

4

ST

EE

L T

RU

SS

- T

YP

E 0

4

ST

EE

L T

RU

SS

- T

YP

E 0

5

ST

EE

L T

RU

SS

- T

YP

E 0

5

ST

EE

L T

RU

SS

- T

YP

E 0

5

ST

EE

L T

RU

SS

- T

YP

E 0

5A

ST

EE

L T

RU

SS

- T

YP

E 0

5A

ST

EE

L T

RU

SS

- T

YP

E 0

6

ST

EE

L T

RU

SS

- T

YP

E 0

5A

ST

EE

L T

RU

SS

- T

YP

E 0

7

ST

EE

L T

RU

SS

- T

YP

E 0

7

ST

EE

L T

RU

SS

- T

YP

E 0

7

ST

EE

L T

RU

SS

- T

YP

E 0

7

ST

EE

L T

RU

SS

- T

YP

E 0

7

ST

EE

L T

RU

SS

- T

YP

E 0

8

ST

EE

L T

RU

SS

- T

YP

E 0

8

ST

EE

L T

RU

SS

- T

YP

E 0

8

ST

EE

L T

RU

SS

- T

YP

E 0

8

ST

EE

L T

RU

SS

- T

YP

E 0

9

ST

EE

L T

RU

SS

- T

YP

E 0

9

2701 2701 45044504450445044504

4199 4199 4199 4199 4199 4199 4199 2555 2555

3899 3899 3899 3899

2664 3026 3853 3026 2664

05

G

STEEL PURLIN

75 x 50 x 20 x 3.0mm CFLC

N

STEEL HORIZONTAL

CROSS-BRACING

50 x 50 x 3mm ∠

STEEL HORIZONTAL

CROSS-BRACING

50 x 50 x 3mm ∠

STEEL HORIZONTAL

CROSS-BRACING

50 x 50 x 3mm ∠

STEEL HORIZONTAL

CROSS-BRACING

50 x 50 x 3mm ∠

CROSS BRACING

50 x 50 x 3mm ∠

STEEL PURLIN

100 x 75 x 20 x 2.5mm CFLC

STEEL PURLIN

100 x 75 x 20 x 2.5mm CFLC

RUNNERS

70 x 70 x 6mm ∠

RUNNERS

70 x 70 x 6mm ∠

2000

CROSS BRACING

50 x 50 x 3mm ∠

CROSS BRACING

50 x 50 x 3mm ∠ STEEL PURLIN

100 x 75 x 20 x 2.5mm CFLC

RUNNERS

70 x 70 x 6mm ∠

VERTICAL CROSS BRACING

50 x 50 x 3mm ∠

1212

T U

3575

13

66

80

77

0

77

0

15

85

600mm RC WALL

600mm RC WALL

681

RC COLUMNS UNDER

280 x 280mm

STEEL COLUMN

195 x 195 x 6mm SHS

UNDER

STEEL COLUMN

195 x 195 x 6mm SHS

UNDER

280mm RC WALL

UNDER

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC

R

IN

G B

EA

M

28

0 x 4

50

mm

d

p, 3

0M

Pa

RC RING BEAM

280 x 450mm dp, 30MPa

STEEL POST

100 x 100 x 3mm SHS

STEEL PURLINS

150 x 75 x 20 x 3.0mm CFLC

@ 1500mm c/c MAX.

STEEL PURLINS

150 x 75 x 20 x 3.0mm CFLC

@ 1500mm c/c MAX.

ST

EE

L T

RU

SS

- T

YP

E 1

0

ST

EE

L T

RU

SS

- T

YP

E 1

0

ST

EE

L T

RU

SS

- T

YP

E 1

1

ST

EE

L T

RU

SS

- T

YP

E 1

1

ST

EE

L T

RU

SS

- T

YP

E 1

2

ST

EE

L T

RU

SS

- T

YP

E 1

2

ST

EE

L T

RU

SS

- T

YP

E 1

2

321 2794 2794 321

RC

U

PS

TA

ND

B

EA

M

28

0 x 3

05

mm

d

p, 3

0M

Pa

1120

RC UPSTAND BEAM

280 x 305mm dp, 30MPa

05

H

86

40

93

50

RUNNERS

70 x 70 x 6mm ∠

GENERAL NOTES

1. Drawings to be read in conjunction with all relevant Architect's,

Consultant's, and Specialist's drawings and specifications.

2. All details and dimensions subject to confirmation on site.

Any discrepancies must be brought to the engineer's attention

prior to construction.

3. Drawings are not to be scaled.

4. All construction workmanship and materials to be in

accordance with the relevant provisions of

“The Application of the National Building Regulations”

(SANS 10400), Building Standards act (Act103)

and the relevant parts of SABS 1200.

5. The works will be inspected form time to time by the

consulting engineer to ascertain that the contractor is carrying

out the work in general conformity with the engineering

drawings and documents.

Such inspections are not for the contractors benefit and do not

relieve him of the responsibility for the proper construction

of the works in accordance with the engineering drawings,

documents and good building practice.

6. The signed original copy of this drawing is kept at the

engineer's office.

INFORMATION

FOR:

Climate Zone

Checked

Drawn

Designed

Project #:

DV

-

DV

RSA0

OCTOBER 2016

-

0372607C

Date

Size

Scale

Building Occupancy

Discipline: Stage: Drawing #: Rev:

S T 02 00

-

Drawing title

EAVES LEVEL

CONCRETE AND STEELWORK

LAYOUT

Engineer:

Signed by

STRUCTURAL

Discipline

Project

ELANDSFONTEIN

FIRE STATION

ConsultantClient

S.A. Engelbrecht Reg. no:20140036

Tel: +27(0) 861 878 252

www.csmeng.co.za

Page 3: RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED100mm … · RC FOUNDATION LAYOUT SCALE 1 : 100 GENERAL NOTES 1.Drawings to be read in conjunction with all relevant Architect's, Consultant's,

TOC

0.100

250µ DPC LAYER

175mm RC GROUND SLAB, 30MPa

NGL

0.000

SECTION F - F

SCALE 1:25

175mm RC GROUND SLAB, 30MPa

70

0

350

17

5

50mm BLINDING LAYER

15MPa350 x 700mm dp

RAFT BEAM, 30MPa

70

0

350

17

5

50mm BLINDING LAYER

15MPa

TOC

0.100

350 x 700mm dp

RAFT BEAM, 30MPa

70

0

350

17

5

50mm BLINDING LAYER

15MPa

350 x 700mm dp

RAFT BEAM, 30MPa

TOC

0.100

250µ DPC LAYER

175mm RC GROUND SLAB, 30MPa

NGL

0.000

RC BASE F01

2320 x 1000 x 700mm dp

RC BASE F01

2320 x 1000 x 700mm dp

05

01

DETAIL 03

DETAIL 02

DETAIL 01

DETAIL 04

57

34

22

81

3699 1200

177973699

1200

1500m

m

c/c

M

AX

.

1913

1899

17931

1000

70

0

450100 350

1000

350 450 100

STEEL BEAM

406 x 178 x 54 I-SECTION

ST

EE

L T

R

U

SS

406 x

178 x

54 I-

SE

C

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

STEEL PURLINS

150 x 75 x 20 x 3.0mm CFLC

@ 1500mm c/c MAX.

DETAIL 01

ST

EE

L T

R

U

SS

406 x 178 x 54 I-S

EC

TIO

N

STEEL PURLINS

150 x 75 x 20 x 3.0mm CFLC

@ 1500mm c/c MAX.

STEEL PURLIN

75 x 50 x 20 x 3.0mm CFLC

STEEL PURLIN

125 x 75 x 20 x 3.0mm CFLC

SOIL MATERIAL AS PER

CIVIL ENGINEER'S SPEC.

SOIL MATERIAL AS PER

CIVIL ENGINEER'S SPEC.

STEEL PURLINS FOR CLADDING

150 x 75 x 20 x 3.0mm CFLC

@ 750mm c/c MAX.

STEEL PURLIN

150 x 75 x 20 x 3.0mm CFLC

STEEL PURLIN

100 x 75 x 20 x 3.0mm CFLC

STEEL PURLIN

200 x 75 x 20 x 3.0mm CFLC

STEEL PURLIN

250 x 75 x 20 x 3.0mm CFLC

STEEL PURLIN

300 x 75 x 20 x 3.0mm CFLC

STEEL PURLIN FOR CLADDING

150 x 75 x 20 x 3.0mm CFLC

45

0

45

0

STEEL BEAM

406 x 178 x 54 I-SECTION

STEEL BEAM

406 x 178 x 54 I-SECTION

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

STEEL COLUMN

203 x 203 x 46 H-SECTION

6mm FILLET WELD (WAR)

BASE PLATE

250 x 250 x 20mm

4No. M16 ANCHORS

END PLATES

70 x 70 x 10mm FOR EACH ANCHOR

35

0

80 90 80

250

35

18

03

5

25

0

18mm Ø HOLES

DETAIL 01

SCALE 1:10

DETAIL 01

SECTION

SCALE 1:10

STEEL BEAM

406 x 178 x 54 I-SECTION

STEEL BEAM

406 x 178 x 54 I-SECTION

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

6mm FILLET WELD (WAR)

6mm FILLET WELD (WAR)

6mm FILLET WELD (WAR)

7° S

LO

PE

ST

EE

L T

R

U

SS

406 x 178 x 54 I-S

EC

TIO

N

ST

EE

L T

R

U

SS

406 x

178 x

54 I-

SE

C

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

6mm FILLET WELD (WAR)

6mm FILLET WELD

ALONG EDGES OF STIFFENER PLATE

EXCEPT ON CHAMFERS

STIFFENER PLATE

181 x 97 x 8mm

DETAIL 02

SCALE 1:10

DETAIL 03

SCALE 1:10

DETAIL 03

SECTION

SCALE 1:10

STIFFENER PLATE DETAIL

SCALE 1:10

DETAIL 04

SCALE 1:10

STEEL BEAM

406 x 178 x 54 I-SECTION

STEEL BEAM

406 x 178 x 54 I-SECTION

ST

EE

L T

R

U

SS

406 x 178 x 54 I-S

EC

TIO

N

7° S

LO

PE

46

2

STIFFENER PLATE

181 x 97 x 8mm

6mm FILLET WELD (WAR)

6mm FILLET WELD (WAR)

6mm FILLET WELD

ALONG EDGES OF STIFFENER PLATE

EXCEPT ON CHAMFERS

6mm FILLET WELD (WAR) 6mm FILLET WELD (WAR)

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

6mm FILLET WELD (WAR)

82 15

18

1

15

15

11

5

97

GENERAL NOTES

1. Drawings to be read in conjunction with all relevant Architect's,

Consultant's, and Specialist's drawings and specifications.

2. All details and dimensions subject to confirmation on site.

Any discrepancies must be brought to the engineer's attention

prior to construction.

3. Drawings are not to be scaled.

4. All construction workmanship and materials to be in

accordance with the relevant provisions of

“The Application of the National Building Regulations”

(SANS 10400), Building Standards act (Act103)

and the relevant parts of SABS 1200.

5. The works will be inspected form time to time by the

consulting engineer to ascertain that the contractor is carrying

out the work in general conformity with the engineering

drawings and documents.

Such inspections are not for the contractors benefit and do not

relieve him of the responsibility for the proper construction

of the works in accordance with the engineering drawings,

documents and good building practice.

6. The signed original copy of this drawing is kept at the

engineer's office.

INFORMATION

FOR:

Climate Zone

Checked

Drawn

Designed

Project #:

DV

-

DV

RSA0

OCTOBER 2016

-

0372607C

Date

Size

Scale

Building Occupancy

Discipline: Stage: Drawing #: Rev:

S T 01 00

-

Drawing title

FOUNDATIONS LAYOUT

& SECTIONS

Engineer:

Signed by

STRUCTURAL

Discipline

Project

ELANDSFONTEIN

FIRE STATION

ConsultantClient

S.A. Engelbrecht Reg. no:20140036

Tel: +27(0) 861 878 252

www.csmeng.co.za

AutoCAD SHX Text
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Page 4: RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED100mm … · RC FOUNDATION LAYOUT SCALE 1 : 100 GENERAL NOTES 1.Drawings to be read in conjunction with all relevant Architect's, Consultant's,

RC RAFT BEAM

350 x 700mm dp, 30MPa

RC RAFT BEAM

350 x 700mm dp, 30MPa

RC RAFT BEAM

350 x 700mm dp, 30MPa

RC

R

AF

T B

EA

M

35

0 x 7

00

mm

d

p, 3

0M

Pa

RC

R

AF

T B

EA

M

35

0 x 7

85

mm

d

p, 3

0M

Pa

RC

R

AF

T B

EA

M

35

0 x 7

85

mm

d

p, 3

0M

Pa

RC

R

AF

T B

EA

M

35

0 x 7

00

mm

d

p, 3

0M

Pa

RC

R

AF

T B

EA

M

35

0 x 7

00

mm

d

p, 3

0M

Pa

RC

R

AF

T B

EA

M

35

0 x 7

00

mm

d

p, 3

0M

Pa

RC

R

AF

T B

EA

M

35

0 x 7

00

mm

d

p, 3

0M

Pa

RC RAFT BEAM

350 x 785mm dp, 30MPa

RC RAFT BEAM

350 x 785mm dp, 30MPa

RC

R

AF

T B

EA

M

35

0 x 7

85

mm

d

p, 3

0M

Pa

RC

R

AF

T B

EA

M

35

0 x 7

00m

m dp, 30

MP

a

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

RC RAFT SLAB

175mm THK, 30MPa

T.O.C. = 0 100

RC RAFT SLAB

175mm THK, 30MPa

T.O.C. = 0 100

RC RAFT SLAB

175mm THK, 30MPa

T.O.C. = 0 100

RC RAFT SLAB

175mm THK, 30MPa

T.O.C. = 0 185

N.G.L. = 0 000

N.G.L. = 0 000

N.G

.L

. =

0

0

00

N.G

.L

. =

0

0

00

12

00

16

36

51

20

0

1200 10500 1200

1217 1500 1293

13

78

13

78

1500

16

52

1217 1293

16

52

1500

15

00

15

00

1293

1500 1293

14

83

14

83

75

0

75

0

75

07

50

75

07

50

750

750 750

750 750

750750 750

75

07

50

90

2

750

75

07

50

90

2

75

07

50

750 750

WASH BAY - RC FOUNDATION LAYOUT

SCALE 1 : 50

85mm STEP

85

mm

S

TE

P

RC

R

AF

T B

EA

M

350

x 7

00

mm

dp

, 3

0M

Pa

RC RAFT BEAM

300 x 700mm dp, 30MPa

RC RAFT BEAM

300 x 700mm dp, 30MPa

RC

R

AF

T B

EA

M

30

0 x 7

00

mm

d

p, 3

0M

Pa

RC

R

AF

T B

EA

M

30

0 x 7

00

mm

d

p, 3

0M

Pa

RC RAFT SLAB

175mm THK, 30MPa

T.O.C. = 0 100

RC RAFT SLAB

175mm THK, 30MPa

T.O.C. = 0 100

RC

R

AF

T S

LA

B

17

5m

m T

HK

, 3

0M

Pa

T.O

.C

. =

0

1

00

RC

R

AF

T S

LA

B

17

5m

m T

HK

, 3

0M

Pa

T.O

.C

. =

0 1

00

-

A

-

A

-

B

-

B

RC RAFT BEAM

350 x 700mm dp, 30MPa

14

15

16

17

X V W

2877 6940

50

00

50

00

50

00

175

350

TOC

0.100

250µ DPC LAYER

175mm RC GROUND SLAB, 30MPa

350 x 700mm dp

RAFT BEAM, 30MPa

700

300

300 x 700mm dp

RAFT BEAM, 30MPa

1 LAYER MESH REF. 500

TOP & BOTTOM

SECTION A - A

SCALE 1:25

525

700

700

350

FINISH TO ARCHITECT'S

SPECIFICATION

1200 3017 7483 1200

700

525

175

350 300

700

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

ST

EE

L T

R

U

SS

203 x

133 x

25 I-S

EC

TIO

N

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

STEEL BEAM

254 x 146 x 31 I-SECTION

STEEL BEAMS

356 x 171 x 57 I-SECTION

1131 1131 182

2647

3693

7506

6654

1500m

m

c/c

M

AX

.

1200m

m c/c M

AX

.

WATER TANK

2440

3660

STEEL PURLINS

150 x 50 x 20 x 3.0mm CFLC

@ 1500mm c/c MAX.

STEEL SIDE CLADDING PURLINS

150 x 50 x 20 x 2.0mm CFLC

@ 1200mm c/c MAX.

STEEL SIDE CLADDING PURLINS

150 x 50 x 20 x 2.0mm CFLC

@ 1200mm c/c MAX.

350 x 700mm dp

RAFT BEAM, 30MPa

DETAIL 04

DETAIL 03

DETAIL 02

SOIL MATERIAL AS PER

CIVIL ENGINEER'S SPEC.

17

5

350

TOC

0.100

250µ DPC LAYER

175mm RC GROUND SLAB, 30MPa

350 x 785mm dp

RAFT BEAM, 30MPa

70

0

300

300 x 700mm dp

RAFT BEAM, 30MPa

1 LAYER MESH REF. 500

TOP & BOTTOM

SECTION B - B

SCALE 1:25

52

5

1500

FINISH TO ARCHITECT'S

SPECIFICATION

1200 3193 7307 1200

70

0

52

51

75

1293 300

70

0

TOC

0.100

1500 x 700/785mm dp

RAFT BASE, 30MPa

85

85

TOC

0.185

1293 x 700mm dp

RAFT BASE, 30MPa

DETAIL 01 DETAIL 01

STEEL RAFTERS

150 x 50 x 20 x 2.0mm CFLC

@ 900mm c/c MAX.

SOIL MATERIAL AS PER

CIVIL ENGINEER'S SPEC.

70

0

78

5

78

5

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L T

R

U

SS

203 x

133 x

25 I-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

75

06

66

54

1500m

m

c/c

M

AX

.

12

00

mm

c/c M

AX

.

STEEL PURLINS

150 x 50 x 20 x 3.0mm CFLC

@ 1500mm c/c MAX.

STEEL SIDE CLADDING PURLINS

150 x 50 x 20 x 2.0mm CFLC

@ 1200mm c/c MAX.

STEEL SIDE CLADDING PURLINS

150 x 50 x 20 x 2.0mm CFLC

@ 1200mm c/c MAX.

DETAIL 04

DETAIL 03

69402850

5000

5000

5000

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL TRUSS

203 x 133 x 25 I-SECTION

STEEL TRUSS

203 x 133 x 25 I-SECTION

STEEL TRUSS

203 x 133 x 25 I-SECTION

STEEL TRUSS

203 x 133 x 25 I-SECTION

STEEL BEAM

254 x 146 x 31 I-SECTION

WASH BAY - STEELWORK LAYOUT

SCALE 1 : 50

6737

5146

-

A

-

A

-

B

-

B

STEEL BEAM

254 x 146 x 31 I-SECTION

1131 1131

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL BEAMS

356 x 171 x 57 I-SECTION

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL RAFTERS

150 x 50 x 20 x 2.0mm CFLC

@ 900mm c/c MAX.

SAG BAR

50 x 50 x 3mm ∠

SAG BAR

50 x 50 x 3mm ∠

SAG BAR

50 x 50 x 3mm ∠

STEEL RAFTERS

150 x 50 x 20 x 2.0mm CFLC

@ 900mm c/c MAX.

STEEL COLUMN

203 x 203 x 46 H-SECTION

STEEL HORIZONTAL

CROSS-BRACING

60 x 60 x 4mm ∠

STEEL VERTICAL

CROSS-BRACING

60 x 60 x 4mm ∠

STEEL VERTICAL

CROSS-BRACING

60 x 60 x 6mm ∠

STEEL HORIZONTAL

CROSS-BRACING

60 x 60 x 4mm ∠

STEEL VERTICAL

CROSS-BRACING

60 x 60 x 6mm ∠

STEEL PURLINS

150 x 50 x 20 x 3.0mm CFLC

DETAIL 04

SCALE 1:10

ST

EE

L T

R

U

SS

203 x

203 x

46 H

-S

EC

TIO

N

7° S

LO

PE

STIFFENER PLATE

382 x 80 x 8mm

6mm FILLET WELD (WAR)

6mm FILLET WELD

ALONG EDGES OF STIFFENER PLATE

EXCEPT ON CHAMFERS

ST

EE

L C

OLU

MN

20

3 x 203 x 46 H

-S

EC

TIO

N

STEEL COLUMN

203 x 203 x 46 H-SECTION

6mm FILLET WELD (WAR)

BASE PLATE

250 x 250 x 20mm

4No. M16 ANCHORS

END PLATES

70 x 70 x 10mm FOR EACH ANCHOR

350

80 90 80

250

50

150

50

250

18mm Ø HOLES

DETAIL 01

SCALE 1:10

DETAIL 01

SECTION

SCALE 1:10

STEEL BEAM

254 x 146 x 31 I-SECTION

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

6mm FILLET WELD (WAR)

DETAIL 02

SCALE 1:10

7° S

LO

PE

ST

EE

L T

R

U

SS

203 x

133 x

25 I-S

EC

TIO

N

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

6mm FILLET WELD (WAR)

6mm FILLET WELD

ALONG EDGES OF STIFFENER PLATE

EXCEPT ON CHAMFERS

STIFFENER PLATE

382 x 80 x 8mm

DETAIL 03

SCALE 1:10

DETAIL 03

SECTION

SCALE 1:10

STIFFENER PLATE DETAIL

SCALE 1:10

82 15

181

15

151

15

97

STEEL COLUMN

203 x 203 x 46 H-SECTION

40 x 40 x 3mm ∠WELDED TO STEEL COLUMN

230mm BRICK WALL

(2550mm HIGH)

TYPICAL

BRICKWORK AND STEEL COLUMN

CONNECTION

SCALE 1:10

GENERAL NOTES

1. Drawings to be read in conjunction with all relevant Architect's,

Consultant's, and Specialist's drawings and specifications.

2. All details and dimensions subject to confirmation on site.

Any discrepancies must be brought to the engineer's attention

prior to construction.

3. Drawings are not to be scaled.

4. All construction workmanship and materials to be in

accordance with the relevant provisions of

“The Application of the National Building Regulations”

(SANS 10400), Building Standards act (Act103)

and the relevant parts of SABS 1200.

5. The works will be inspected form time to time by the

consulting engineer to ascertain that the contractor is carrying

out the work in general conformity with the engineering

drawings and documents.

Such inspections are not for the contractors benefit and do not

relieve him of the responsibility for the proper construction

of the works in accordance with the engineering drawings,

documents and good building practice.

6. The signed original copy of this drawing is kept at the

engineer's office.

INFORMATION

FOR:

Climate Zone

Checked

Drawn

Designed

Project #:

DV

-

DV

RSA0

OCTOBER 2016

-

0372607C

Date

Size

Scale

Building Occupancy

Discipline: Stage: Drawing #: Rev:

S T 04 00

-

Drawing title

WASH BAY

CONCRETE AND STEELWORK

LAYOUTS

Engineer:

Signed by

STRUCTURAL

Discipline

Project

ELANDSFONTEIN

FIRE STATION

ConsultantClient

S.A. Engelbrecht Reg. no:20140036

Tel: +27(0) 861 878 252

www.csmeng.co.za

AutoCAD SHX Text
-
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01
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-
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01
Page 5: RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED100mm … · RC FOUNDATION LAYOUT SCALE 1 : 100 GENERAL NOTES 1.Drawings to be read in conjunction with all relevant Architect's, Consultant's,

125mm RC GROUND SLAB, 30MPa

60

0

350

12

5

50mm BLINDING LAYER

15MPa

COMPACTED MATERIAL

(REFER TO SPECIAL NOTES)

TOC

0.185

350 x 600mm dp

RAFT BEAM, 30MPa

SECTION B - B

TYPICAL

SCALE 1:20

12

5

350

60

0

100mm RC SURFACE BED, 25MPa

50mm BLINDING LAYER

15MPa

ISOLATION JOINT (IJ)

10mm JOINTEX PRIMED AND SEALED

WITH POLYURETHANE SEALANT

TOC

0.185TOC

0.100

250µ DPC LAYER

125mm RC GROUND SLAB, 30MPa

COMPACTED MATERIAL

(REFER TO SPECIAL NOTES)

350 x 600mm dp

RAFT BEAM, 30MPa

25

0

200

200 x 250mm dp

EDGE THICKENING

150

350

FINISH TO ARCHITECT'S

SPECIFICATION

10

0

1200

SECTION A - A

TYPICAL

SCALE 1:20

125

350

600

100mm RC SURFACE BED, 25MPa

50mm BLINDING LAYER

15MPa

ISOLATION JOINT (IJ)

10mm JOINTEX PRIMED AND SEALED

WITH POLYURETHANE SEALANT

TOC

0.185TOC

0.100

250µ DPC LAYER

125mm RC GROUND SLAB, 30MPa

COMPACTED MATERIAL

(REFER TO SPECIAL NOTES)

350 x 600mm dp

RAFT BEAM, 30MPa

250

200

200 x 250mm dp

EDGE THICKENING

150

350

FINISH TO ARCHITECT'S

SPECIFICATION

100

COMPACTED MATERIAL

(REFER TO SPECIAL NOTES)

85

515

350

1200 2500

350 x 515mm dp

RAFT BEAM, 30MPa

125mm RC GROUND SLAB, 30MPa

SECTION C - C

SCALE 1:20

TOC

0.100

250µ DPC LAYER

175mm RC GROUND SLAB, 30MPa

NGL

0.000

SECTION E - E

SCALE 1:20

70

0

350350450100 2065

60

0

350 x 600mm dp

RAFT BEAM, 30MPa

350 x 700mm dp

RAFT BEAM, 30MPa

125

350

600

EXPANSION JOINT (EJ)

20mm JOINTEX PRIMED AND SEALED

WITH POLYURETHANE SEALANT

TOC

0.185

250µ DPC LAYER

125mm RC GROUND SLAB, 30MPa

COMPACTED MATERIAL

(REFER TO SPECIAL NOTES)

350 x 600mm dp

RAFT BEAM, 30MPa

SECTION D - D

SCALE 1:20

175

700

TOC

0.100

250µ DPC LAYER

175mm RC GROUND SLAB, 30MPa

COMPACTED MATERIAL

(REFER TO SPECIAL NOTES)

350 x 700mm dp

RAFT BEAM, 30MPa

350

85

125

350

600

100mm RC SURFACE BED, 25MPa

50mm BLINDING LAYER

15MPa

ISOLATION JOINT (IJ)

10mm JOINTEX PRIMED AND SEALED

WITH POLYURETHANE SEALANT

TOC

0.100

250µ DPC LAYER

125mm RC GROUND SLAB, 30MPa

350 x 600mm dp

RAFT BEAM, 30MPa

250

200

200 x 250mm dp

EDGE THICKENING

150

350

FINISH TO ARCHITECT'S

SPECIFICATION

100

1200

125

350

600

EXPANSION JOINT (EJ)

20mm JOINTEX PRIMED AND SEALED

WITH POLYURETHANE SEALANT

TOC

0.185

250µ DPC LAYER

125mm RC GROUND SLAB, 30MPa

350 x 600mm dp

RAFT BEAM, 30MPa

SECTION G - G

SCALE 1:20

175

700

TOC

0.100

250µ DPC LAYER

175mm RC GROUND SLAB, 30MPa

350 x 700mm dp

RAFT BEAM, 30MPa

350

85

270

151

1

7

0

1

7

0

151

270

170mm RC LANDING SLAB, 30MPa

170mm RC IN-SITU SLAB, 30MPa

2405

170

TOC

2.905

SOIL MATERIAL AS PER

CIVIL ENGINEER'S SPEC.

SOIL MATERIAL AS PER

CIVIL ENGINEER'S SPEC.

450

450

145

135

1580

280

280

280 x 450mm dp RC BEAM

30MPa

280 x 450mm dp RC BEAM

30MPa

100mm LONG,10mm DIAM STUD WELDED TO

PLATE AND CAST INTO RING BEAM

SLIP JOINT WITH STUD PUNCHED THROUGH JOINT

120x30x10mm PLATE

Y20 BAR WELDED TO PLATE

COMPONENTS TO BE

GALVANISED FOR

CORROSION PROTECTION

25 75

20

50

280

FISHTAIL ANCHOR

280x450mm DP RC RING BEAM

M8 CONCRETE ANCHOR INSTALLED

IN ACCORDANCE WITH THE

MANUFACTURER'S INSTRUCTIONS

FISHTAIL ANCHOR

Y20 BAR WELDED TO PLATE

120x30x10mm PLATE

35

0

ANCHORS TO BE PROVIDED IN ALL

LOAD BEARING MASONRY WALLS

BELOW RING BEAMS AT INTERVALS

NOT EXCEEDING 1.5m c/c

TYPICAL BRICK WALL

ANCHORING DETAIL

SCALE 1:5

17

01

35

280

30

5

14

51

70

13

5

45

0

1120 280 3435

280 x 450mm dp RC BEAM

30MPa

280 x 305mm dp U/S RC BEAM

30MPa

170mm RC LANDING SLAB, 30MPa

RC COLUMN

280 x 280mm, 30MPa

BEYOND

RC COLUMN

280 x 280mm, 30MPa

BEYOND

SECTION H - H

SCALE 1:20

B

50mm BLINDING LAYER

15MPa

G5 MATERIAL COMPACTED

IN LAYERS NOT EXCEEDING 150mm

AT 95% MOD AASHTO

TYPICAL INTERNAL SOIL LAYER

SPECIFICATION DETAIL

SCALE 1:20

RC RAFT SLAB

RC RAFT BEAM

1.5B

50

0

N.G

.L.

N.G

.L.

PLATFORM INFILL AS PER

CIVIL ENGINEER'S SPECIFICATION

60

0/7

00

FILLET WELD

R8 BARS - 500mm

LONG @ 510mm c/c

200x10.0mm THICK

STIFFENER PLATE

200x150x12.0mm

THICK PLATE

4 No. M12 CHEMICAL ANCHORS

INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER'S

INSTRUCTIONS

230mm WALL STIFFENER

PLATE DETAILS

SCALE 1:20

FILLET WELD

R8 BARS - 500mm

LONG @ 510mm c/c

100x18.0mm THICK

STIFFENER PLATE

150x100x18.0mm

THICK PLATE

4 No. M12 CHEMICAL ANCHORS

INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER'S

INSTRUCTIONS

110mm WALL STIFFENER

PLATE DETAILS

SCALE 1:20

32

00

51

0

100

FILLET WELDFILLET WELD

200

32

00

51

0

STIFFENERS TO BE PLACED IN ALL 230mm

AND 110mm THICK MASONRY WALLS,

WHICH DO NOT SUPPORT THE RING BEAM,

AT A MAXIMUM SPACING OF 6m c/c.

150

10

40

30

80

15

35

30

80

10 80

6mm FILLET WELD

14mm diam HOLE

14mm diam HOLE

SLOTTED TO 20mm

35 35

150

10 50 30

80

TOP AND BOTTOM PLATE STIFFENER

CONNECTION CLEAT DETAILS

SCALE 1:5

GENERAL NOTES

1. Drawings to be read in conjunction with all relevant Architect's,

Consultant's, and Specialist's drawings and specifications.

2. All details and dimensions subject to confirmation on site.

Any discrepancies must be brought to the engineer's attention

prior to construction.

3. Drawings are not to be scaled.

4. All construction workmanship and materials to be in

accordance with the relevant provisions of

“The Application of the National Building Regulations”

(SANS 10400), Building Standards act (Act103)

and the relevant parts of SABS 1200.

5. The works will be inspected form time to time by the

consulting engineer to ascertain that the contractor is carrying

out the work in general conformity with the engineering

drawings and documents.

Such inspections are not for the contractors benefit and do not

relieve him of the responsibility for the proper construction

of the works in accordance with the engineering drawings,

documents and good building practice.

6. The signed original copy of this drawing is kept at the

engineer's office.

INFORMATION

FOR:

Climate Zone

Checked

Drawn

Designed

Project #:

DV

-

DV

RSA0

OCTOBER 2016

-

0372607C

Date

Size

Scale

Building Occupancy

Discipline: Stage: Drawing #: Rev:

S T 05 00

-

Drawing title

GROUND FLOOR & MEZZANINE

LEVEL

TYPICAL SECTIONS

Engineer:

Signed by

STRUCTURAL

Discipline

Project

ELANDSFONTEIN

FIRE STATION

ConsultantClient

S.A. Engelbrecht Reg. no:20140036

Tel: +27(0) 861 878 252

www.csmeng.co.za

Page 6: RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED100mm … · RC FOUNDATION LAYOUT SCALE 1 : 100 GENERAL NOTES 1.Drawings to be read in conjunction with all relevant Architect's, Consultant's,

VE

RT

IC

AL C

OR

D

IP

E 140 U

B

TO

P C

O

R

D

IPE

140 U

B

BOTTOM CORD

IPE 160 UB

TO

P C

O

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STEEL PURLINS

100 x 75 x 20 x 2.5mm CFLC

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.

1945 1795 1795 1795 1795 1795 1795 3564

STEEL TRUSS - TYPE 01

TYPICAL

SCALE 1:25

BOTTOM CORD

IPE 160 UB

450

RC RING BEAM, 30MPa

280 x 450mm dp

450

RC RING BEAM, 30MPa

280 x 450mm dp

70 x 70 x 6mm ∠

STEEL RUNNER

70 x 70 x 6mm ∠

STEEL RUNNER

70 x 70 x 6mm ∠STEEL RUNNER

70 x 70 x 6mm ∠

STEEL RUNNER

70 x 70 x 6mm ∠STEEL RUNNER

70 x 70 x 6mm ∠

2012

TYPICAL

GUSSET PLATE

TYPICAL

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17272

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100 x 75 x 20 x 2.5mm CFLC

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.

20

11

1935 1795 1505

1795

STEEL TRUSS - TYPE 02A

TYPICAL

SCALE 1:25

45

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RC RING BEAM, 30MPa

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RC RING BEAM, 30MPa

280 x 450mm dp

45

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STEEL RUNNER

70 x 70 x 6mm ∠STEEL RUNNER

70 x 70 x 6mm ∠

TYPICAL

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TYPICAL

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5580

5581

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STEEL PURLINS

100 x 75 x 20 x 2.5mm CFLC

@ 2000mm c/c MAX.

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.

20

11

1935 1795 1505

RC RING BEAM, 30MPa

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45

0

70 x 70 x 6mm ∠

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STEEL TRUSS - TYPE 03

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SCALE 1:25

STEEL RUNNER

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TYPICAL

GUSSET PLATE

TYPICAL

GUSSET PLATE

6103

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STEEL PURLINS

100 x 75 x 20 x 2.5mm CFLC

@ 2000mm c/c MAX.

TO

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IPE

140 U

B

RC RING BEAM, 30MPa

280 x 450mm dp

1668 1738 1738 1738 1878

TO

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450

1214

STEEL TRUSS - TYPE 04

TYPICAL

SCALE 1:25

450

RC RING BEAM, 30MPa

280 x 450mm dp

2070

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TYPICAL

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11383

RC RING BEAM, 30MPa

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RC RING BEAM, 30MPa

280 x 450mm dp

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100 x 75 x 20 x 2.5mm CFLC

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1738 1738 1738 1738 18782070

STEEL RUNNER

70 x 70 x 6mm ∠STEEL RUNNER

70 x 70 x 6mm ∠STEEL RUNNER

70 x 70 x 6mm ∠TYPICAL

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11383

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IPE 160 UB

STEEL PURLINS

100 x 75 x 20 x 2.5mm CFLC

@ 2000mm c/c MAX.

TO

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OR

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IPE

140 U

B

RC RING BEAM, 30MPa

280 x 450mm dp

1808 1738 1738 1738 1878

450

1214

STEEL TRUSS - TYPE 04A

TYPICAL

SCALE 1:25

450

RC RING BEAM, 30MPa

280 x 450mm dp

5110

D

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195 x 195 x 6mm SHS

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.

STEEL RUNNER

70 x 70 x 6mm ∠STEEL RUNNER

70 x 70 x 6mm ∠TYPICAL

GUSSET PLATE

TYPICAL

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5476

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STEEL PURLINS

100 x 75 x 20 x 2.5mm CFLC

@ 2000mm c/c MAX.

2000 c/c M

AX

.

20

11

1935 1795 1795 1795

STEEL TRUSS - TYPE 02

TYPICAL

SCALE 1:25

45

0

RC RING BEAM, 30MPa

280 x 450mm dp

RC RING BEAM, 30MPa

280 x 450mm dp

45

0

D

IA

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60

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1795 1795 1796

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1834

STEEL RUNNER

70 x 70 x 6mm ∠STEEL RUNNER

70 x 70 x 6mm ∠STEEL RUNNER

70 x 70 x 6mm ∠

STEEL RUNNER

70 x 70 x 6mm ∠

STEEL RUNNER

70 x 70 x 6mm ∠TYPICAL

GUSSET PLATE

TYPICAL

GUSSET PLATE

15950

STEEL TRUSS - TYPE 05A

TYPICAL

SCALE 1:25

VE

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OR

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60 x 60 x 4m

m ∠

VE

RT

IC

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OR

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60 x 60 x 4m

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IPE 160 UB

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IPE 160 UB

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IPE

140 U

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STEEL PURLINS

100 x 75 x 20 x 2.5mm CFLC

@ 2000mm c/c MAX.

RC RING BEAM, 30MPa

280 x 450mm dp

450

1201

RC RING BEAM, 30MPa

280 x 450mm dp

450

VE

RT

IC

AL C

OR

D

IP

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B

70 x 70 x 6mm ∠2000 c

/c M

AX

.

350

1738 1738 1738 1738 17382070

STEEL RUNNER

70 x 70 x 6mm ∠STEEL RUNNER

70 x 70 x 6mm ∠STEEL RUNNER

70 x 70 x 6mm ∠

TYPICAL

GUSSET PLATE

TYPICAL

GUSSET PLATE

11547

NOTE:

1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL

CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS

WITH 8mm FILLET WELD (WAR).

2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED

BEFORE MANUFACTURING.

3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES

WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.

NOTE:

1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL

CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS

WITH 8mm FILLET WELD (WAR).

2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED

BEFORE MANUFACTURING.

3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES

WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.

NOTE:

1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL

CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS

WITH 8mm FILLET WELD (WAR).

2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED

BEFORE MANUFACTURING.

3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES

WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.

NOTE:

1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL

CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS

WITH 8mm FILLET WELD (WAR).

2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED

BEFORE MANUFACTURING.

3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES

WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.

NOTE:

1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL

CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS

WITH 8mm FILLET WELD (WAR).

2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED

BEFORE MANUFACTURING.

3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES

WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.

GENERAL NOTES

1. Drawings to be read in conjunction with all relevant Architect's,

Consultant's, and Specialist's drawings and specifications.

2. All details and dimensions subject to confirmation on site.

Any discrepancies must be brought to the engineer's attention

prior to construction.

3. Drawings are not to be scaled.

4. All construction workmanship and materials to be in

accordance with the relevant provisions of

“The Application of the National Building Regulations”

(SANS 10400), Building Standards act (Act103)

and the relevant parts of SABS 1200.

5. The works will be inspected form time to time by the

consulting engineer to ascertain that the contractor is carrying

out the work in general conformity with the engineering

drawings and documents.

Such inspections are not for the contractors benefit and do not

relieve him of the responsibility for the proper construction

of the works in accordance with the engineering drawings,

documents and good building practice.

6. The signed original copy of this drawing is kept at the

engineer's office.

INFORMATION

FOR:

Climate Zone

Checked

Drawn

Designed

Project #:

DV

-

DV

RSA0

OCTOBER 2016

-

0372607C

Date

Size

Scale

Building Occupancy

Discipline: Stage: Drawing #: Rev:

S T 06 00

-

Drawing title

EAVES LEVEL

STEEL ROOF TRUSSES

TYPICAL SECTIONS 01

Engineer:

Signed by

STRUCTURAL

Discipline

Project

ELANDSFONTEIN

FIRE STATION

ConsultantClient

S.A. Engelbrecht Reg. no:20140036

Tel: +27(0) 861 878 252

www.csmeng.co.za

Page 7: RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED100mm … · RC FOUNDATION LAYOUT SCALE 1 : 100 GENERAL NOTES 1.Drawings to be read in conjunction with all relevant Architect's, Consultant's,

RC RING BEAM, 30MPa

280 x 450mm dp

RC RING BEAM, 30MPa

280 x 450mm dp

TO

P C

OR

D

IPE

140 U

B

BOTTOM CORD

IPE 160 UB

STEEL TRUSS - TYPE 06

TYPICAL

SCALE 1:25

VE

RT

IC

AL

C

OR

D

IP

E 14

0 U

B

VE

RT

IC

AL

C

OR

D

IP

E 1

40

U

B

STEEL PURLINS

100 x 75 x 20 x 2.5mm CFLC

@ 2000mm c/c MAX.

2000 c

/c M

AX

.

94

6

36

94

50

45

0

VE

RT

IC

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C

OR

D

60

x 6

0 x 4

mm

VE

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OR

D

60

x 6

0 x 4

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D

I

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0

x

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0

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R

D

6

0

x

6

0

x

4

m

m

D

IA

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

2245 2105 2245

STEEL RUNNER

70 x 70 x 6mm ∠TYPICAL

GUSSET PLATE

TYPICAL

GUSSET PLATE

7362

RC RING BEAM, 30MPa

280 x 450mm dp

450

RC RING BEAM, 30MPa

280 x 450mm dp

450

2000 c

/c M

AX

.

2174 2034 2034 2034 2174

STEEL TRUSS - TYPE 07

TYPICAL

SCALE 1:25

1576

VE

RT

IC

AL C

OR

D

IP

E 140 U

B

VE

RT

IC

AL C

OR

D

IP

E 140 U

B

TO

P C

O

R

D

IPE

140 U

B

BOTTOM CORD

IPE 160 UB

VE

RT

IC

AL C

OR

D

60 x 60 x 4m

m ∠

VE

RT

IC

AL C

OR

D

60 x 60 x 4m

m ∠

VE

RT

IC

AL C

OR

D

60 x 60 x 4m

m ∠

VE

RT

IC

AL C

OR

D

60 x 60 x 4m

m ∠

D

I

A

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

D

I

A

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

D

I

A

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

D

IA

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

D

IA

G

O

N

A

L C

O

R

D

60 x 60 x 4m

m

296

STEEL RUNNER

70 x 70 x 6mm ∠STEEL RUNNER

70 x 70 x 6mm ∠TYPICAL

GAUSS PLATE

TYPICAL

GUSSET PLATE

TYPICAL

GUSSET PLATE

11136

230m

m B

RIC

K IN

FILL

BE

TW

EE

N V

ER

TIC

AL

CO

RD

S

25 x 25 x 3mm ∠WELDED TO CORD

BOTH SIDES

RC RING BEAM, 30MPa

280 x 450mm dp

450

RC RING BEAM, 30MPa

280 x 450mm dp

450

STEEL PURLINS

100 x 75 x 20 x 2.5mm CFLC

@ 2000mm c/c MAX.

2000 c

/c M

AX

.

VE

RT

IC

AL C

OR

D

60 x 60 x 4m

m ∠

VE

RT

IC

AL C

OR

D

60 x 60 x 4m

m ∠

D

IA

G

O

N

A

L

C

O

R

D6

0

x 6

0

x 4

m

m

D

IA

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

2690 2000 2140

STEEL TRUSS - TYPE 08

TYPICAL

SCALE 1:25

VE

RT

IC

AL C

OR

D

IP

E 140 U

B

TO

P C

OR

D

IPE

140 U

B

BOTTOM CORD

IPE 160 UB

STEEL RUNNER

70 x 70 x 6mm ∠

676

BOTTOM CORD

IPE 160 UB

TYPICAL

GUSSET PLATE

7368

RC RING BEAM, 30MPa

280 x 450mm dp

450

RC RING BEAM, 30MPa

280 x 450mm dp

450

STEEL PURLINS

100 x 75 x 20 x 2.5mm CFLC

@ 2000mm c/c MAX.

2000 c

/c M

AX

.

VE

RT

IC

AL C

OR

D

60 x 60 x 4m

m ∠

VE

RT

IC

AL C

OR

D

60 x 60 x 4m

m ∠

D

IA

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

D

IA

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

2620 2000 2000

STEEL TRUSS - TYPE 09

TYPICAL

SCALE 1:25

VE

RT

IC

AL C

OR

D

IP

E 140 U

B

TO

P C

OR

D

IPE

140 U

B

BOTTOM CORD

IPE 160 UB

STEEL RUNNER

70 x 70 x 6mm ∠

739

TYPICAL

GUSSET PLATE

9858

2220

2360

NOTE:

1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL

CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS

WITH 8mm FILLET WELD (WAR).

2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED

BEFORE MANUFACTURING.

3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES

WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.

NOTE:

1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL

CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS

WITH 8mm FILLET WELD (WAR).

2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED

BEFORE MANUFACTURING.

3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES

WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.

NOTE:

1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL

CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS

WITH 8mm FILLET WELD (WAR).

2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED

BEFORE MANUFACTURING.

3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES

WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.

NOTE:

1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL

CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS

WITH 8mm FILLET WELD (WAR).

2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED

BEFORE MANUFACTURING.

3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES

WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.

25 x 25 x 3mm ∠WELDED TO CORD

BOTH SIDES

VERTICAL CORD

IPE 140 UB

230mm BRICK INFILL

PANELS

TYPICAL

BRICK INFILL AND VERTICAL CORD

CONNECTION

SCALE 1:10

STEEL PURLINS

150 x 75 x 20 x 3.0mm CFLC

@ 1500mm c/c MAX.

VE

RT

IC

AL

C

OR

D

IP

E 1

40

U

B

VE

RT

IC

AL

C

OR

D

IP

E 1

40

U

B

TO

P C

O

R

D

IP

E 140 U

B

1500 c/c M

AX

.

1868 1169 1989 1989 1989 21321989

21

43

53

1

13365

STEEL TRUSS - TYPE 12

TYPICAL

SCALE 1:25

BOTTOM CORD

IPE 160 UB

45

0

VE

RT

IC

AL

C

OR

D

60

x 6

0 x 4

mm

VE

RT

IC

AL

C

OR

D

60

x 6

0 x 4

mm

VE

RT

IC

AL

C

OR

D

60

x 6

0 x 4

mm

VE

RT

IC

AL

C

OR

D

60

x 6

0 x 4

mm

VE

RT

IC

AL

C

OR

D

60

x 6

0 x 4

mm

VE

RT

IC

AL

C

OR

D

60

x 6

0 x 4

mm

D

I

A

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

D

I

A

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

D

I

A

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

D

I

A

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

D

I

A

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

D

I

A

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

D

IA

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

23

0m

m B

RIC

K IN

FIL

L

BE

TW

EE

N V

ER

TIC

AL

CO

RD

S

TYPICAL

GUSSET PLATE

TYPICAL

GUSSET PLATE

VE

RT

IC

AL

C

OR

D

IP

E 1

40

U

B

TO

P C

O

R

D

IP

E 140 U

B

STEEL PURLINS

100 x 75 x 20 x 2.5mm CFLC

@ 2000mm c/c MAX.

BOTTOM CORD

IPE 160 UB

D

IA

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

VE

RT

IC

AL

C

OR

D

60

x 6

0 x 4

mm

STEEL TRUSS - TYPE 10

TYPICAL

SCALE 1:25

2000 c

/c M

AX

.

45

05

76

2744 1596

5400

TYPICAL

GUSSET PLATE

TO

P C

O

R

D

IPE

140 U

B

BOTTOM CORD

IPE 160 UB

VE

RT

IC

AL

C

OR

D

IP

E 1

40

U

B

2744 1456

STEEL PURLINS

100 x 75 x 20 x 2.5mm CFLC

@ 2000mm c/c MAX.

2000 c

/c M

AX

.

4816

STEEL TRUSS - TYPE 11

TYPICAL

SCALE 1:25

D

IA

G

O

N

A

L

C

O

R

D

6

0

x

6

0

x

4

m

m

VE

RT

IC

AL

C

OR

D

60

x 6

0 x 4

mm

TYPICAL

GUSSET PLATE

45

0

STEEL BRACKET

SUPPORT

NOTE:

1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL

CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS

WITH 8mm FILLET WELD (WAR).

2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED

BEFORE MANUFACTURING.

3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES

WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.

NOTE:

1. ALL GUSSET PLATES FOR VERTICAL AND DIAGONAL

CORD CONNECTIONS TO BE 5mm THICK AND WELDED TO MAIN CORDS

WITH 8mm FILLET WELD (WAR).

2. HEIGHT AND WIDTH DIMENSIONS OF GUSSET PLATES TO BE VERIFIED

BEFORE MANUFACTURING.

3. VERTICAL AND DIAGONAL CORDS WELDED TO GUSSET PLATES

WITH 8mm FILLET WELDS (WAR). BEARING OF CORDS TO BE 60mm MIN.

GENERAL NOTES

1. Drawings to be read in conjunction with all relevant Architect's,

Consultant's, and Specialist's drawings and specifications.

2. All details and dimensions subject to confirmation on site.

Any discrepancies must be brought to the engineer's attention

prior to construction.

3. Drawings are not to be scaled.

4. All construction workmanship and materials to be in

accordance with the relevant provisions of

“The Application of the National Building Regulations”

(SANS 10400), Building Standards act (Act103)

and the relevant parts of SABS 1200.

5. The works will be inspected form time to time by the

consulting engineer to ascertain that the contractor is carrying

out the work in general conformity with the engineering

drawings and documents.

Such inspections are not for the contractors benefit and do not

relieve him of the responsibility for the proper construction

of the works in accordance with the engineering drawings,

documents and good building practice.

6. The signed original copy of this drawing is kept at the

engineer's office.

INFORMATION

FOR:

Climate Zone

Checked

Drawn

Designed

Project #:

DV

-

DV

RSA0

OCTOBER 2016

-

0372607C

Date

Size

Scale

Building Occupancy

Discipline: Stage: Drawing #: Rev:

S T 07 00

-

Drawing title

EAVES LEVEL

STEEL ROOF TRUSSES

TYPICAL SECTIONS 02

Engineer:

Signed by

STRUCTURAL

Discipline

Project

ELANDSFONTEIN

FIRE STATION

ConsultantClient

S.A. Engelbrecht Reg. no:20140036

Tel: +27(0) 861 878 252

www.csmeng.co.za

Page 8: RC SURFACE BED 100mm THK, 30MPa RC SURFACE BED100mm … · RC FOUNDATION LAYOUT SCALE 1 : 100 GENERAL NOTES 1.Drawings to be read in conjunction with all relevant Architect's, Consultant's,

ENGINE BAY - SOUTH ELEVATION

SCALE 1 : 50

5mm CABLES

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

5mm CABLES

5mm CABLES

5mm CABLES

5mm CABLES

5mm CABLES

5mm CABLES

5mm CABLES

57

34

E F G H I J K L MD

4680 1320 4680 1320 4680 1320 4680 1320 4680

ENGINE BAY - NORTH ELEVATION

SCALE 1 : 50

5mm CABLES

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

ST

EE

L C

OL

UM

N

20

3 x 2

03

x 4

6 H

-S

EC

TIO

N

5mm CABLES

5mm CABLES

5mm CABLES

57

34

EFGHIJKLM D

468013204680132046801320468013204680

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

STEEL BEAM

356 x 171 x 57 I-SECTION

STEEL BEAM

254 x 146 x 31 I-SECTION

STEEL BEAM

254 x 146 x 31 I-SECTION

VERTICAL SAG BARS

50 x 50 x 3mm ∠BETWEEN PURLINS

VERTICAL SAG BARS

50 x 50 x 3mm ∠BETWEEN PURLINS

VERTICAL SAG BARS

50 x 50 x 3mm ∠BETWEEN PURLINS

VERTICAL CROSS BRACING

80 x 80 x 6mm ∠

VERTICAL CROSS BRACING

80 x 80 x 6mm ∠WATER TANK

OMITTED FOR CLARITY

WASH BAY - WEST ELEVATION

SCALE 1 : 50

DIAGONAL TIES

50 x 50 x 3mm ∠

DIAGONAL TIES

50 x 50 x 3mm ∠

4100

5000 5000 5000

VERTICAL CROSS BRACING

80 x 80 x 6mm ∠

VERTICAL CROSS BRACING

80 x 80 x 6mm ∠

STEEL PURLINS FOR CLADDING

150 x 50 x 20 x 2.0mm CFLC

@ 1200mm c/c MAX.

VERTICAL SAG BARS

50 x 50 x 3mm ∠BETWEEN PURLINS

VERTICAL SAG BARS

50 x 50 x 3mm ∠BETWEEN PURLINS

VERTICAL SAG BARS

50 x 50 x 3mm ∠BETWEEN PURLINS

DIAGONAL TIES

50 x 50 x 3mm ∠DIAGONAL TIES

50 x 50 x 3mm ∠DIAGONAL TIES

50 x 50 x 3mm ∠

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

ST

EE

L C

OLU

MN

203 x 203 x 46 H

-S

EC

TIO

N

WASH BAY - EAST ELEVATION

SCALE 1 : 50

7567

5000 5000 5000

SHEETING

OMITTED FOR CLARITY

6666

STEEL PURLINS FOR CLADDING

150 x 50 x 20 x 2.0mm CFLC

@ 1200mm c/c MAX.

GENERAL NOTES

1. Drawings to be read in conjunction with all relevant Architect's,

Consultant's, and Specialist's drawings and specifications.

2. All details and dimensions subject to confirmation on site.

Any discrepancies must be brought to the engineer's attention

prior to construction.

3. Drawings are not to be scaled.

4. All construction workmanship and materials to be in

accordance with the relevant provisions of

“The Application of the National Building Regulations”

(SANS 10400), Building Standards act (Act103)

and the relevant parts of SABS 1200.

5. The works will be inspected form time to time by the

consulting engineer to ascertain that the contractor is carrying

out the work in general conformity with the engineering

drawings and documents.

Such inspections are not for the contractors benefit and do not

relieve him of the responsibility for the proper construction

of the works in accordance with the engineering drawings,

documents and good building practice.

6. The signed original copy of this drawing is kept at the

engineer's office.

INFORMATION

FOR:

Climate Zone

Checked

Drawn

Designed

Project #:

DV

-

DV

RSA0

NOVEMBER 2016

-

0372607C

Date

Size

Scale

Building Occupancy

Discipline: Stage: Drawing #: Rev:

S T 08 00

-

Drawing title

ENGINE BAY & WASH BAY

ELEVATIONS

Engineer:

Signed by

STRUCTURAL

Discipline

Project

ELANDSFONTEIN

FIRE STATION

ConsultantClient

S.A. Engelbrecht Reg. no:20140036

Tel: +27(0) 861 878 252

www.csmeng.co.za