NHDC COMPLEX

SCHOOL LANE

COMMON ROAD

NHDC COMPLEX

CO

MM

ON

R

OA

D

PROPOSED FOOTBALL PITCH

AREA = 568m²

15350

10

50

0

Pro

po

se

d

En

tra

nce

Existin

g B

ou

nd

ary W

all

Existing Stone Wall

15350

3200

Pavement 1.5m Wide

Pa

ve

me

nt 1

.5m

W

id

e

NHDC

COMPLEX

40

00

10

50

0

32500

17

50

0

Catchpit

450x450

Absorption pit

3x3x2m

9150

EXISTING PLOT

96

60

Catchpit

450x450

Catchpit

450x450

Concrete Drain 300 x 300 mm

with Precast Cover Slab

3200

DRAWING STATUS :

SCALE @ SIZE :CHECKED :

APPROVED :

CAD FILE : DRAWN : DESIGN : DATE :

Design Floor Loadings (kN/m Unfactored)

2

Locality

Office

Parking

Roof

Live Load

Finish/ Partition/

Total

ServicesBrickwork

-

-

-

-

-

-

-

-

-

- kN/m

2

- kN/m

2

- kN/m

2

All excavations for foundations to be inspected and

approved by the Engineer before casting of blinding

Grade 15MPa blinding concrete to be cast under all

foundations, strip footings and ground-bearing slabs.

concrete.

4.

5.

Reinforced Blockwork

Concrete infilled Blockwork

COLUMNS :

Are Under

Are Over

WALL:

ALL RELEVANT ARCHITECT'S AND M & E ENGINEER'S

1. THIS DRAWING TO BE READ IN CONJUNCTION WITH

2. LEGEND:

NOTES:

DRAWINGS.

2.1

2.2

2.3

2.4

3. STEEL REINFORCEMENT GRADE :

Y : 460 N/mm

2

R : 250 N/mm

2

Non-Structural Blockwork (Partition Walls ) are not

indicated on layouts.

6.

Revision NoteDateRev.

JOB No:

LOCATION:

REV:

DRAWING TITLE :

DO NOT SCALE

The contents of this document is both privileged and

confidential and may not be disclosed or reproduced

without the express authorisation of the author,

MemberConcrete Grade

(MPa)

Internal External

Concrete cover

Foundation

Beams

Slabs

Columns

Walls

Water/ Wastewater

Retaining Structures

30

30

30

30

30

35-40

50

30

25

30

25

-

-

50

30

35

30

30

-

-

PROJECT:

1:250 @ A3

YK YK

KRAB

08-01-2020

Drawing No.

SITE PLAN

PROPOSED CONSTRUCTION OF NEW

FOOTBALL COMPLEX AT COTTAGE

Cottage

FOR TENDER

2019-134 2019-134-LY001

CLIENT :

2

1

A B CD E F G H

4593 4593 4593 4593 4593 4593 4593

32150

25

00

15

25

0

17

75

0

150

225

225

600

150

225

225

600

225

150

225

600

15

0

22

5

60

0

15

0

22

5

60

0

15

0

22

5

60

0

15

0

22

5

60

0

15

0

22

5

60

0

15

0

22

5

60

0

15

0

22

5

60

0

25

00

15

0

22

5

60

0

15

0

22

5

60

0

15

0

22

5

60

0

15

0

22

5

60

0

15

0

22

5

60

0

15

0

22

5

60

0

15

0

22

5

60

0

150

225

225

600

150

225

225

600

225

150

225

600

C1 C1 C1 C1 C1 C1 C1 C1

C1C1C1C1C1C1C1

C1

31550

16

55

0

B1 B1 B1 B1 B1 B1 B1 B1

B1B1B1B1B1B1B1B1

C2

C2

C2

C2

C2

C2

C2

C2 C2 C2 C2 C2 C2 C2 C2 C2 C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2C2C2C2C2C2

Foundation layout

Scale 1:150

1500 3093 1500 3093 1500 3093 1500 3093 1500 3093 1500 3093 1500 3093 1500

DRAWING STATUS :

SCALE @ SIZE :CHECKED :

APPROVED :

CAD FILE : DRAWN : DESIGN : DATE :

Design Floor Loadings (kN/m Unfactored)

2

Locality

Office

Parking

Roof

Live Load

Finish/ Partition/

Total

ServicesBrickwork

-

-

-

-

-

-

-

-

-

- kN/m

2

- kN/m

2

- kN/m

2

All excavations for foundations to be inspected and

approved by the Engineer before casting of blinding

Grade 15MPa blinding concrete to be cast under all

foundations, strip footings and ground-bearing slabs.

concrete.

4.

5.

Reinforced Blockwork

Concrete infilled Blockwork

COLUMNS :

Are Under

Are Over

WALL:

ALL RELEVANT ARCHITECT'S AND M & E ENGINEER'S

1. THIS DRAWING TO BE READ IN CONJUNCTION WITH

2. LEGEND:

NOTES:

DRAWINGS.

2.1

2.2

2.3

2.4

3. STEEL REINFORCEMENT GRADE :

Y : 460 N/mm

2

R : 250 N/mm

2

Non-Structural Blockwork (Partition Walls ) are not

indicated on layouts.

6.

Revision NoteDateRev.

JOB No:

LOCATION:

REV:

DRAWING TITLE :

DO NOT SCALE

The contents of this document is both privileged and

confidential and may not be disclosed or reproduced

without the express authorisation of the author,

MemberConcrete Grade

(MPa)

Internal External

Concrete cover

Foundation

Beams

Slabs

Columns

Walls

Water/ Wastewater

Retaining Structures

30

30

30

30

30

35-40

50

30

25

30

25

-

-

50

30

35

30

30

-

-

PROJECT:

1:150 @ A3

YK YK

KRAB

08-01-2020

Drawing No.

FOUNDATION LAYOUT

PROPOSED CONSTRUCTION OF NEW

FOOTBALL COMPLEX AT COTTAGE

Cottage

FOR TENDER

2019-134 2019-134-ST001

Note :

Column C2 at every

2900mm c/c

CLIENT :

3

-

3

-

2

1

A B CD E F G H

4593 4593 4593 4593 4593 4593 4593

32150

17

75

0

C1

C1

C1C1

C1 C1C1

C1

C1

C1C1

C1C1

C1C1C1

C2

C2

C2

C2

C2

C2

C2

C2

C2

C2C2 C2 C2

C2C2 C2

C2

C2

C2

C2

C2

C2

C2

C2

C2C2

C2C2C2

C2C2C2C2

C2

Surface bed layout

Scale 1:150

Concrete Drain 300 x 300 mm

with Precast Cover Slab

2

-

2

-

1

-

1

-

2

-

2

-

X

Y

Concrete Drain 300 x 300 mm

with Precast Cover Slab

Catchpit

450x450

Catchpit

450x450

Catchpit

450x450

Catchpit

450x450

Absorption pit

3x3x2m

Slo

pe

Slo

pe

Slo

pe

Slo

pe

Slo

pe

F

o

o

t

b

a

l

l

P

i

t

c

h

L

v

l

±

0

.

0

0

0

1000

10

00

1000

10

00

DRAWING STATUS :

SCALE @ SIZE :CHECKED :

APPROVED :

CAD FILE : DRAWN : DESIGN : DATE :

Design Floor Loadings (kN/m Unfactored)

2

Locality

Office

Parking

Roof

Live Load

Finish/ Partition/

Total

ServicesBrickwork

-

-

-

-

-

-

-

-

-

- kN/m

2

- kN/m

2

- kN/m

2

All excavations for foundations to be inspected and

approved by the Engineer before casting of blinding

Grade 15MPa blinding concrete to be cast under all

foundations, strip footings and ground-bearing slabs.

concrete.

4.

5.

Reinforced Blockwork

Concrete infilled Blockwork

COLUMNS :

Are Under

Are Over

WALL:

ALL RELEVANT ARCHITECT'S AND M & E ENGINEER'S

1. THIS DRAWING TO BE READ IN CONJUNCTION WITH

2. LEGEND:

NOTES:

DRAWINGS.

2.1

2.2

2.3

2.4

3. STEEL REINFORCEMENT GRADE :

Y : 460 N/mm

2

R : 250 N/mm

2

Non-Structural Blockwork (Partition Walls ) are not

indicated on layouts.

6.

Revision NoteDateRev.

JOB No:

LOCATION:

REV:

DRAWING TITLE :

DO NOT SCALE

The contents of this document is both privileged and

confidential and may not be disclosed or reproduced

without the express authorisation of the author,

MemberConcrete Grade

(MPa)

Internal External

Concrete cover

Foundation

Beams

Slabs

Columns

Walls

Water/ Wastewater

Retaining Structures

30

30

30

30

30

35-40

50

30

25

30

25

-

-

50

30

35

30

30

-

-

PROJECT:

1:150 @ A3

YK YK

KRAB

08-01-2020

Drawing No.

SURFACE BED LAYOUT

PROPOSED CONSTRUCTION OF NEW

FOOTBALL COMPLEX AT COTTAGE

Cottage

FOR TENDER

2019-134 2019-134-ST002

Note :

Column C2 at every

2900mm c/c

CLIENT :

1025 450 1025

50

0

2500

Football Pitch

Lvl ±0.000

Depth to

Engineer's A

pproval

Lvl 1.000

15

01

50

G.LVL

85

0

50mm

Blinding

SECTION 3-3

Scale1:40

150mm

Blockwall

4Y10+

R06@150mm

4Y10+

R06@150mm

Y20@150mm

Y20@150mm

L

in

ks Y

08

@1

50

mm

8Y20

SECTION 1-1

Scale1:40

25 400 25

25

Y10-900c/c1025 450 1025

50

0

2500

Pitch to Specialist Design

Lvl ±0.000

Depth to

Engineer's A

pproval

Lvl 1.000

15

01

50

G.LVL

85

0

50mm

Blinding

SECTION 1-1

Scale1:40

150mm

Blockwall

25 400 25

25

150mm

Reinforced

Blockwall

Precast Cover

Slab

Concrete Drain

300x300mm

50mm

Blinding

SECTION 2-2

Scale1:25

20

0

600

G.LVL

50 mm Blinding

Y08@200 mm c/c

150mm

Blockwall

4Y10

+R06@150

3Y10

Pitch to Specialist Design

Lvl ±0.000

4Y10

+R06@150

Lvl 1.000

225 150 225

85

01

50

De

pth

to

En

gin

ee

r's A

pp

ro

va

l

Y10-900c/c

150mm

Reinforced

Blockwall

25

00

1500

Base B1

Depth-500mm

Scale 1:25

Base B1 Reinforcement

Scale 1:25

Y20@150mmTop&Bottom

Y20@150mmTop&Bottom

COLUMN C1Scale 1:20

COLUMN C2Scale 1:20

450

450

150

150

COLUMN C1Scale 1:20

COLUMN C2Scale 1:20

4Y12+

R06@150mm

Y20 Y20 Y20

Y20 Y20 Y20

Y20Y20

Y08@150mm

DRAWING STATUS :

SCALE @ SIZE :CHECKED :

APPROVED :

CAD FILE : DRAWN : DESIGN : DATE :

Design Floor Loadings (kN/m Unfactored)

2

Locality

Office

Parking

Roof

Live Load

Finish/ Partition/

Total

ServicesBrickwork

-

-

-

-

-

-

-

-

-

- kN/m

2

- kN/m

2

- kN/m

2

All excavations for foundations to be inspected and

approved by the Engineer before casting of blinding

Grade 15MPa blinding concrete to be cast under all

foundations, strip footings and ground-bearing slabs.

concrete.

4.

5.

Reinforced Blockwork

Concrete infilled Blockwork

COLUMNS :

Are Under

Are Over

WALL:

ALL RELEVANT ARCHITECT'S AND M & E ENGINEER'S

1. THIS DRAWING TO BE READ IN CONJUNCTION WITH

2. LEGEND:

NOTES:

DRAWINGS.

2.1

2.2

2.3

2.4

3. STEEL REINFORCEMENT GRADE :

Y : 460 N/mm

2

R : 250 N/mm

2

Non-Structural Blockwork (Partition Walls ) are not

indicated on layouts.

6.

Revision NoteDateRev.

JOB No:

LOCATION:

REV:

DRAWING TITLE :

DO NOT SCALE

The contents of this document is both privileged and

confidential and may not be disclosed or reproduced

without the express authorisation of the author,

MemberConcrete Grade

(MPa)

Internal External

Concrete cover

Foundation

Beams

Slabs

Columns

Walls

Water/ Wastewater

Retaining Structures

30

30

30

30

30

35-40

50

30

25

30

25

-

-

50

30

35

30

30

-

-

PROJECT:

As Shown

YK YK

KRAB

08-01-2020

Drawing No.

SECTIONS, BASE and COLUMN Details

PROPOSED CONSTRUCTION OF NEW

FOOTBALL COMPLEX AT COTTAGE

Cottage

FOR TENDER

2019-134 2019-134-ST003

CLIENT :

2

1

A B CD E F G H

4593 4593 4593 4593 4593 4593 4593

32150

17

75

0

Roof Plan

Scale 1:150

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Ste

el P

itch

R

oo

f

Gutter Gutter Gutter Gutter

Gutter Gutter Gutter Gutter

Ø90mm Rwp

Ø90mm RwpØ90mm Rwp

Ø90mm Rwp

X

Y

DRAWING STATUS :

SCALE @ SIZE :CHECKED :

APPROVED :

CAD FILE : DRAWN : DESIGN : DATE :

Design Floor Loadings (kN/m Unfactored)

2

Locality

Office

Parking

Roof

Live Load

Finish/ Partition/

Total

ServicesBrickwork

-

-

-

-

-

-

-

-

-

- kN/m

2

- kN/m

2

- kN/m

2

All excavations for foundations to be inspected and

approved by the Engineer before casting of blinding

Grade 15MPa blinding concrete to be cast under all

foundations, strip footings and ground-bearing slabs.

concrete.

4.

5.

Reinforced Blockwork

Concrete infilled Blockwork

COLUMNS :

Are Under

Are Over

WALL:

ALL RELEVANT ARCHITECT'S AND M & E ENGINEER'S

1. THIS DRAWING TO BE READ IN CONJUNCTION WITH

2. LEGEND:

NOTES:

DRAWINGS.

2.1

2.2

2.3

2.4

3. STEEL REINFORCEMENT GRADE :

Y : 460 N/mm

2

R : 250 N/mm

2

Non-Structural Blockwork (Partition Walls ) are not

indicated on layouts.

6.

Revision NoteDateRev.

JOB No:

LOCATION:

REV:

DRAWING TITLE :

DO NOT SCALE

The contents of this document is both privileged and

confidential and may not be disclosed or reproduced

without the express authorisation of the author,

MemberConcrete Grade

(MPa)

Internal External

Concrete cover

Foundation

Beams

Slabs

Columns

Walls

Water/ Wastewater

Retaining Structures

30

30

30

30

30

35-40

50

30

25

30

25

-

-

50

30

35

30

30

-

-

PROJECT:

1;150 @A3

YK YK

KRAB

08-01-2020

Drawing No.

ROOF PLAN

PROPOSED CONSTRUCTION OF NEW

FOOTBALL COMPLEX AT COTTAGE

Cottage

FOR TENDER

2019-134 2019-134-ST004

CLIENT :

G.LVLG.LVL

Lvl 1.000 Lvl 1.000 Lvl 1.000

A B CD E F G H

Elevation X

Scale 1:125

Lvl 6.050

1m High

Blockwall

Light Fence Light Fence

1m High

Blockwall

1m High

Blockwall

Lvl 6.050Lvl 6.050

2 1

G.Lvl G.Lvl

Lvl 1.000

Lvl 6.050

Lvl 4.880 Lvl 4.880

Elevation Y

Scale 1:75

Door

Light Fence

1m high Blockwall

DRAWING STATUS :

SCALE @ SIZE :CHECKED :

APPROVED :

CAD FILE : DRAWN : DESIGN : DATE :

Design Floor Loadings (kN/m Unfactored)

2

Locality

Office

Parking

Roof

Live Load

Finish/ Partition/

Total

ServicesBrickwork

-

-

-

-

-

-

-

-

-

- kN/m

2

- kN/m

2

- kN/m

2

All excavations for foundations to be inspected and

approved by the Engineer before casting of blinding

Grade 15MPa blinding concrete to be cast under all

foundations, strip footings and ground-bearing slabs.

concrete.

4.

5.

Reinforced Blockwork

Concrete infilled Blockwork

COLUMNS :

Are Under

Are Over

WALL:

ALL RELEVANT ARCHITECT'S AND M & E ENGINEER'S

1. THIS DRAWING TO BE READ IN CONJUNCTION WITH

2. LEGEND:

NOTES:

DRAWINGS.

2.1

2.2

2.3

2.4

3. STEEL REINFORCEMENT GRADE :

Y : 460 N/mm

2

R : 250 N/mm

2

Non-Structural Blockwork (Partition Walls ) are not

indicated on layouts.

6.

Revision NoteDateRev.

JOB No:

LOCATION:

REV:

DRAWING TITLE :

DO NOT SCALE

The contents of this document is both privileged and

confidential and may not be disclosed or reproduced

without the express authorisation of the author,

MemberConcrete Grade

(MPa)

Internal External

Concrete cover

Foundation

Beams

Slabs

Columns

Walls

Water/ Wastewater

Retaining Structures

30

30

30

30

30

35-40

50

30

25

30

25

-

-

50

30

35

30

30

-

-

PROJECT:

1;125

YK YK

KRAB

08-01-2020

Drawing No.

ELEVATIONS

PROPOSED CONSTRUCTION OF NEW

FOOTBALL COMPLEX AT COTTAGE

Cottage

FOR TENDER

2019-134 2019-134-ST005

1;75

@A3

CLIENT :

2

1

A B CD E F G H

4593 4593 4593 4593 4593 4593 4593

32150

17750

Roof layout

Scale 1:150

Truss T

ype 1

U/C 254x254x89 kg/m U/C 254x254x89 kg/m

U/C 254x254x89 kg/m U/C 254x254x89 kg/m

U/C 254x254x89 kg/m

U/B 305x165x46 kg/m

U/C 254x254x89 kg/m

U/C 254x254x89 kg/m

U/B 305x165x46 kg/m

U/C 254x254x89 kg/m

U/B 305x165x46 kg/m

U/B 305x165x46 kg/m

Py 200x75x20X3.5mm

Aluminium or

iron Sheet

Aluminium or

iron Sheet

Aluminium or

iron Sheet

Aluminium or

iron Sheet

Truss T

ype 1

Truss T

ype 1

Truss T

ype 1

Truss T

ype 1

Truss T

ype 1

Truss T

ype 1

Truss T

ype 1

U/B 305x165x46 kg/m U/B 305x165x46 kg/m

U/B 305x165x46 kg/m

U/B 305x165x46 kg/m

U/B 305x165x46 kg/m

U/B 305x165x46 kg/m

DRAWING STATUS :

SCALE @ SIZE :CHECKED :

APPROVED :

CAD FILE : DRAWN : DESIGN : DATE :

Design Floor Loadings (kN/m Unfactored)

2

Locality

Office

Parking

Roof

Live Load

Finish/ Partition/

Total

ServicesBrickwork

-

-

-

-

-

-

-

-

-

- kN/m

2

- kN/m

2

- kN/m

2

All excavations for foundations to be inspected and

approved by the Engineer before casting of blinding

Grade 15MPa blinding concrete to be cast under all

foundations, strip footings and ground-bearing slabs.

concrete.

4.

5.

Reinforced Blockwork

Concrete infilled Blockwork

COLUMNS :

Are Under

Are Over

WALL:

ALL RELEVANT ARCHITECT'S AND M & E ENGINEER'S

1. THIS DRAWING TO BE READ IN CONJUNCTION WITH

2. LEGEND:

NOTES:

DRAWINGS.

2.1

2.2

2.3

2.4

3. STEEL REINFORCEMENT GRADE :

Y : 460 N/mm

2

R : 250 N/mm

2

Non-Structural Blockwork (Partition Walls ) are not

indicated on layouts.

6.

Revision NoteDateRev.

JOB No:

LOCATION:

REV:

DRAWING TITLE :

DO NOT SCALE

The contents of this document is both privileged and

confidential and may not be disclosed or reproduced

without the express authorisation of the author,

MemberConcrete Grade

(MPa)

Internal External

Concrete cover

Foundation

Beams

Slabs

Columns

Walls

Water/ Wastewater

Retaining Structures

30

30

30

30

30

35-40

50

30

25

30

25

-

-

50

30

35

30

30

-

-

PROJECT:

1;150

YK YK

KRAB

08-01-2020

Drawing No.

ROOF LAYOUT

PROPOSED CONSTRUCTION OF NEW

FOOTBALL COMPLEX AT COTTAGE

Cottage

FOR TENDER

2019-134 2019-134-ST006

@A3

CLIENT :

Football Pitch to Specialist Design

Lvl ±0.000

16mm thk Plate

U/B 406x178x67 kg/mU/B 406x178x67 kg/m

2000

4500

2000 2000

4725

5250

630

16mm thk Plate

Lvl 4.880 Lvl 4.880

Lvl 5.880

2000

4500

4725

U/C 254x254x89 kg/m

U/B 305x165x46 kg/m

8875 8875

17750

U/C 254x254x89 kg/m

6M20 Grade 8.8 +

Base Plate 16mm Thk

U/B 305x165x46 kg/m

6M20 Grade 8.8 +

Base Plate 16mm Thk

12M20 Grade 8.8

Haunch

406x178x67 kg/m

Haunch

406x178x67 kg/m

1 1

Py 200x75x20X3.5mm

Aluminium or

iron Sheet

Aluminium or

iron Sheet

750 750750750750750750750750750750375 750750 750 750 750 750 750 750 750 750 750 375500

12

G.LVL G.LVL

Truss Type 1

Scale 1:75

1 1

Gutter Gutter

10M24 Holding Down

Bolt Grade 8.8

10M24 Holding Down

Bolt Grade 8.8

Detail ADetail A

Py 200x75x20X3.5mm

DRAWING STATUS :

SCALE @ SIZE :CHECKED :

APPROVED :

CAD FILE : DRAWN : DESIGN : DATE :

Design Floor Loadings (kN/m Unfactored)

2

Locality

Office

Parking

Roof

Live Load

Finish/ Partition/

Total

ServicesBrickwork

-

-

-

-

-

-

-

-

-

- kN/m

2

- kN/m

2

- kN/m

2

All excavations for foundations to be inspected and

approved by the Engineer before casting of blinding

Grade 15MPa blinding concrete to be cast under all

foundations, strip footings and ground-bearing slabs.

concrete.

4.

5.

Reinforced Blockwork

Concrete infilled Blockwork

COLUMNS :

Are Under

Are Over

WALL:

ALL RELEVANT ARCHITECT'S AND M & E ENGINEER'S

1. THIS DRAWING TO BE READ IN CONJUNCTION WITH

2. LEGEND:

NOTES:

DRAWINGS.

2.1

2.2

2.3

2.4

3. STEEL REINFORCEMENT GRADE :

Y : 460 N/mm

2

R : 250 N/mm

2

Non-Structural Blockwork (Partition Walls ) are not

indicated on layouts.

6.

Revision NoteDateRev.

JOB No:

LOCATION:

REV:

DRAWING TITLE :

DO NOT SCALE

The contents of this document is both privileged and

confidential and may not be disclosed or reproduced

without the express authorisation of the author,

MemberConcrete Grade

(MPa)

Internal External

Concrete cover

Foundation

Beams

Slabs

Columns

Walls

Water/ Wastewater

Retaining Structures

30

30

30

30

30

35-40

50

30

25

30

25

-

-

50

30

35

30

30

-

-

PROJECT:

1;75

YK YK

KRAB

08-01-2020

Drawing No.

TRUSS TYPE 1

PROPOSED CONSTRUCTION OF NEW

FOOTBALL COMPLEX AT COTTAGE

Cottage

FOR TENDER

2019-134 2019-134-ST007

@A3

CLIENT :

SECTION 1-1

12mm thick continuous

fillet weld

Base Plate

16mm thick

U/C 254x254x89 kg/m

35 110 110 110 35

400

37

16

31

64

36

40

0

10M24 Holding Down

Bolt Grade 8.8

Scale 1;20

Lvl 4.880

Gutter

Aluminium or

iron Sheet

U/B 406x178x67 kg/m

U/C 254x254x89 kg/m

U/B 305x165x46 kg/m

Base Plate refer to

Detail B

Py 200x75x20x3.5mm

Haunch

406x178x67 kg/m

DETAIL A

22

8mm thick continuous

fillet weld

16mm thk Plate

Scale 1;25

105

78

78

105

52 115 52

366

218

Base Plate

16mm thick

Detail B

U/B 305x165x46 kg/m

6M20 Grade 8.8

8mm thick continuous

fillet weld

Scale 1;20

Section 2-2

Scale 1;20

64 64 64 64

254

86

78

78

78

19

29

79

71

56

86

1

Base Plate

16mm thick

U/B 406x178x67 kg/m

Haunch

406x178x67 kg/m

8mm thick continuous

fillet weld

14M20 Grade 8.8

8mm thick continuous

fillet weld

DRAWING STATUS :

SCALE @ SIZE :CHECKED :

APPROVED :

CAD FILE : DRAWN : DESIGN : DATE :

Design Floor Loadings (kN/m Unfactored)

2

Locality

Office

Parking

Roof

Live Load

Finish/ Partition/

Total

ServicesBrickwork

-

-

-

-

-

-

-

-

-

- kN/m

2

- kN/m

2

- kN/m

2

All excavations for foundations to be inspected and

approved by the Engineer before casting of blinding

Grade 15MPa blinding concrete to be cast under all

foundations, strip footings and ground-bearing slabs.

concrete.

4.

5.

Reinforced Blockwork

Concrete infilled Blockwork

COLUMNS :

Are Under

Are Over

WALL:

ALL RELEVANT ARCHITECT'S AND M & E ENGINEER'S

1. THIS DRAWING TO BE READ IN CONJUNCTION WITH

2. LEGEND:

NOTES:

DRAWINGS.

2.1

2.2

2.3

2.4

3. STEEL REINFORCEMENT GRADE :

Y : 460 N/mm

2

R : 250 N/mm

2

Non-Structural Blockwork (Partition Walls ) are not

indicated on layouts.

6.

Revision NoteDateRev.

JOB No:

LOCATION:

REV:

DRAWING TITLE :

DO NOT SCALE

The contents of this document is both privileged and

confidential and may not be disclosed or reproduced

without the express authorisation of the author,

MemberConcrete Grade

(MPa)

Internal External

Concrete cover

Foundation

Beams

Slabs

Columns

Walls

Water/ Wastewater

Retaining Structures

30

30

30

30

30

35-40

50

30

25

30

25

-

-

50

30

35

30

30

-

-

PROJECT:

1;20

YK YK

KRAB

08-01-2020

Drawing No.

DETAILS

PROPOSED CONSTRUCTION OF NEW

FOOTBALL COMPLEX AT COTTAGE

Cottage

FOR TENDER

2019-134 2019-134-ST008

@A3

1;25

CLIENT :

SECTION A - A

100

4Y08+R06@150c/c.

4Y08+R06@150c/c.

Y08@200 c/c B/Ways.

Y10@450 c/c.

TYPICAL CATCHPIT DETAIL

Galvanised Metal Grating550x550 cover & frame.A15 loading - Pedestrian areasD400 loading - Vehicular access

450150 150

Drain Hole 10-20 mmAggregates

180

Varie

s (0-

1m)

150

550

450

150

150

750

Ø Varies(160 / 225 / 300PVC Pipe)

PLAN VIEW

150 450 150

TYPICAL CATCHPIT DETAIL

DEPTH RANGE 0 - 1.0m

AA

GROUND LEV

Granular materilas

size 40 to 100mm

Boulders placed to give

maximum void

Geotextile

membrane

W

250

HE

IGH

T (

H)

1000 1% 1%

Single size agreegates

20mm layer of 50mm

50

NOTE:

All overlaps minimum 300mm

unless shown

Geotextile membrane

1000

ABSORPTION PIT DETAILS

100 300 100500

300

2510

0

425

500

100

25

103 294 103

DRAIN D300

50mmBlinding

DRAWING STATUS :

SCALE @ SIZE :CHECKED :

APPROVED :

CAD FILE : DRAWN : DESIGN : DATE :

Design Floor Loadings (kN/m Unfactored)

2

Locality

Office

Parking

Roof

Live Load

Finish/ Partition/

Total

ServicesBrickwork

-

-

-

-

-

-

-

-

-

- kN/m

2

- kN/m

2

- kN/m

2

All excavations for foundations to be inspected and

approved by the Engineer before casting of blinding

Grade 15MPa blinding concrete to be cast under all

foundations, strip footings and ground-bearing slabs.

concrete.

4.

5.

Reinforced Blockwork

Concrete infilled Blockwork

COLUMNS :

Are Under

Are Over

WALL:

ALL RELEVANT ARCHITECT'S AND M & E ENGINEER'S

1. THIS DRAWING TO BE READ IN CONJUNCTION WITH

2. LEGEND:

NOTES:

DRAWINGS.

2.1

2.2

2.3

2.4

3. STEEL REINFORCEMENT GRADE :

Y : 460 N/mm

2

R : 250 N/mm

2

Non-Structural Blockwork (Partition Walls ) are not

indicated on layouts.

6.

Revision NoteDateRev.

JOB No:

LOCATION:

REV:

DRAWING TITLE :

DO NOT SCALE

The contents of this document is both privileged and

confidential and may not be disclosed or reproduced

without the express authorisation of the author,

MemberConcrete Grade

(MPa)

Internal External

Concrete cover

Foundation

Beams

Slabs

Columns

Walls

Water/ Wastewater

Retaining Structures

30

30

30

30

30

35-40

50

30

25

30

25

-

-

50

30

35

30

30

-

-

PROJECT:

1;20 YK YK

KRAB

08-01-2020

Drawing No.

DETAILS

PROPOSED CONSTRUCTION OF NEW

FOOTBALL COMPLEX AT COTTAGE

Cottage

FOR TENDER

2019-134 2019-134-ST009

@A3

CLIENT :

AutoCAD SHX TextY8-150

AutoCAD SHX TextY8-150

AutoCAD SHX TextY8-200

AutoCAD SHX TextY10-150

AutoCAD SHX TextY8-200

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