proposed construction tayo primary school in - …...proposed construction of tayo primary school...

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PROPOSED CONSTRUCTION TAYOPRIMARY SCHOOL IN

- KISMAYO -


DRAWING CONTENTDRAWING NOSHEET NO

June 2018

DRAWING INDEX

01.

02.

03.

04.

01/13

02/13

03/13

04/13

Typical floor plan

05. 05/13

Proposed Master Plan

Cover Page

Drawing Index

06.07.

06/13

07/13

PROPOSED CONSTRUCTION OF TAYOPRIMARY SCHOOL IN - KISMAYO -

3D RENDER 01

3D RENDER 02

3D RENDER 03

08.

09.

10.

11.

12.

08/13

09/13

10/13

Site Analysis

Classrooms and office

Toilets Floor plan, elevations, and section

Boundary Wall Floor plan and elevations

10/13

12/1313. 13/13

Classrooms and office Elevation and Sections

Classrooms and office Electrical Layout- Power

Electrical Layout- LightingClassrooms and office


Client: Project title:

PROJECT DETAILS Drawing Tittle:

Drawn by: Sheet No. Scale: N/A

Reviewed by:

Checked by:

Date:

Eng. Duale Salah

April, 2018

Implementation Partner:

ARCHITECTURAL DRAWINGS JUBALAND STATE

-SOMALIA-

Eng. David Wanja

PROPOSED CONSTRUCTION OF TAYOPRIMARY SCHOOL

INTERNATIONAL ORGANIZATION FOR MIGRATION (IOM)

20,0

00

33,800

21,900

6,40

0

16,000

5,20

05,900

11,6

00

1,800

2,7002,000

5,200

01 02

03

LABEL 01 Proposed new classrooms and offices

02 Proposed new toilets

03 Proposed Elevated water tank

LABEL

Main road

03

Site Analysis





Reviewed by:

Checked by:

Date:

Eng. Duale Salah

April, 2018



-SOMALIA-

Eng. David Wanja



5,150 5,000 5,000 5,000 5,050 3,400 5,200

34,000

20,0

00

4,05

0

5,200

1,50

0

2,000

21,900

2001,400

1,2001,950

1,0002,450

1,2004,000

1,2004,000

1,2001,900

200

11,6

00

5,00

020

02,

400

1,20

02,

400

200

200

4,700 4,700 4,700 1,900

1,500900

13501,200

1,750900

1,3501,200

1,3501,3501,200

1350200

1,700

4,90

0

E-01

E-02

E-03

E-04

Pit latrineClassClassClass

Class

Corridor

OfficeW.C

P.V P.V P.V P.V P.V P.V

P.V P.V P.VP.V P.V

P.V

P.V

P.V

P.V

P.V

w.c w.c w.c

Ladies Gents.

Elevated watertank

04

Proposed Master Plan





Reviewed by:

Checked by:

Date:

Eng. Duale Salah

April, 2018



-SOMALIA-

Eng. David Wanja



05

3D Projection





Reviewed by:

Checked by:

Date:

Eng. Duale Salah

April, 2018



-SOMALIA-

Eng. David Wanja



06

3D Projection





Reviewed by:

Checked by:

Date:

Eng. Duale Salah

April, 2018



-SOMALIA-

Eng. David Wanja



07

3D Projection





Reviewed by:

Checked by:

Date:

Eng. Duale Salah

April, 2018



-SOMALIA-

Eng. David Wanja



E E

D D

C C

B B

A A

1

1

2

2

3

3

4

4

5

5

6

6

2,70

02,

000

1,50

05,

200

4,200 1,900 5,200 5,200 5,200

2,70

02,

000

1,50

05,

200

4,200 1,900 5,200 5,200 5,200

4,000200

1,700200

5,000200

5,000200

5,000

21,900

200 200

2001,400

1,2001,950

1,0002,450

1,2004,000

1,2004,000

1,2001,900

20011

,600

5,00

020

06,

000

200

200

5,00

020

02,

400

1,20

02,

400

200

200

4,700 4,700 4,700 1,900

1,500900

13501,200

1,750900

1,3501,200

1,3501,3501,200

1350200

1,700

+600

+600

+600 +600 +600

B-B

B-B

E-01

E-04

E-02

E-03

Typical Floor Plan

ClassClassClass

Class

Corridor

OfficeW.C


P.V P.V P.VP.V P.V

P.V

P.V

P.V

P.V

P.V

08

School Floor Plan





Reviewed by:

Checked by:

Date:

Eng. Duale Salah

April, 2018



-SOMALIA-

Eng. David Wanja



A

A

B

B

C

C

D

D

E

E

6

6

5

5

4

4

3

3

2

2

1

1

A

A

B

B

C

C

D

D

E

E

5,200 1,500 2,000 2,700

400

600

4,200 1,900 5,200 5,200 5,200

4,400

21,900

600

3,36

0

5,900 4,700

4,5504,550

2,40

060

0

4,550 1,750

600

1330

5,200 1,500 2,000 2,700

Fall

Fall

Fall

Fall

Fall

Fall

Roof Plan

Elevation 01

FOUNDATION SPECIFICATION100mm thick plain concrete slab40cm width foundation wallinghardcore fill consolidated at 300mm level

VRC Ground beam200mm thick block walling

200x200mm lintel beam

ROOF SPECIFICATION- pitch 30.0 deg Five box profile 28 guage roofing- 100x50mm rafters at 600mm c/c 50x50mm- 100x50mm ties and struts- 100x75mm wall plate- 200mm thick fascia board and gutter to S.E- all timber to be cured and painted with 2 coats of paint- 12mm thick chipboard ceiling

Class100mm thick slab

Foundation depth to bedetermined on site

+0.00m

+0.60m

+3.360m

3 no. steps

Elevation 02

Section A-A

P.V P.V P.V VRC Roof beam

09

School Elevations and section





Reviewed by:

Checked by:

Date:

Eng. Duale Salah

April, 2018



-SOMALIA-

Eng. David Wanja



E E

D D

C C

B B

A A

1

1

2

2

3

3

4

4

5

5

6

6

2,70

02,

000

1,50

05,

200

4,200 1,900 5,200 5,200 5,200

2,70

02,

000

1,50

05,

200

4,200 1,900 5,200 5,200 5,200

4,000200

1,700200

5,000200

5,000200

5,000

21,900

200 200

2001,400

1,2001,950

1,0002,450

1,2004,000

1,2004,000

1,2001,900

200

11,6

00

5,00

020

06,

000

200

200

5,00

020

02,

400

1,20

02,

400

200

200

4,700 4,700 4,700 1,900

1,500900

13501,200

1,750900

1,3501,200

1,3501,3501,200

1350200

1,700

4ft. Flourescent Light

1 gang 1 way switch

2 gang 1 way switch

Consumer unit

Twin sockets with switches

Lighting power circuit

Lighting circuit

Power circuit

LEGEND

Power Plan

ClassClassClass

Class

Corridor

Office

W.C


P.V P.V P.VP.V P.V

P.V

P.V

P.V

P.V

P.V

10

Electrical Layout- Power





Reviewed by:

Checked by:

Date:

Eng. Duale Salah

April, 2018



-SOMALIA-

Eng. David Wanja



E E

D D

C C

B B

A A

1

1

2

2

3

3

4

4

5

5

6

6

2,70

02,

000

1,50

05,

200

4,200 1,900 5,200 5,200 5,200

2,70

02,

000

1,50

05,

200

4,200 1,900 5,200 5,200 5,200

4,000200

1,700200

5,000200

5,000200

5,000

21,900

200 200

2001,400

1,2001,950

1,0002,450

1,2004,000

1,2004,000

1,2001,900

200

11,6

00

5,00

020

06,

000

200

200

5,00

020

02,

400

1,20

02,

400

200

200

4,700 4,700 4,700 1,900

1,500900

13501,200

1,750900

1,3501,200

1,3501,3501,200

1350200

1,700

4ft. Flourescent Light

1 gang 1 way switch

2 gang 1 way switch

Consumer unit

Twin sockets with switches

Lighting power circuit

Lighting circuit

Power circuit

LEGEND

Lighting Plan

ClassClassClass

Class

Corridor

Office

W.C


P.V P.V P.VP.V P.V

P.V

P.V

P.V

P.V

P.V

10

Electrical Layout- Lighting





Reviewed by:

Checked by:

Date:

Eng. Duale Salah

April, 2018



-SOMALIA-

Eng. David Wanja



C C

B B

A A

1

1

2

2

3

3

4

4

C

C

B

B

A

A

C C

B B

A A

1

1

2

2

3

3

4

4

1

1

2

2

3

3

4

4

1

1

2

2

3

3

4

4

C

C

B

B

A

A

C

C

B

B

A

A

650 1,000 2,400

1,80

045

0

450

5,200

1,80

016

60

750 750 550 750800950 650

2,400 1,000 650

450

1,80

0

1,000 650

3,00

0

450

3,00

0

2,05

0

7001,0001,000 550400

1,000 550

1,65

02,

200

650

1,00

02,

400

4,05

0

1,875 1,550 1,575

2001,700

1502,950

200

5,200

950 750 800 750550

750650

1,65

02,

200

4,05

0

650

1,00

02,

400

1,875 1,550 1,575

400

2,200 1,650

1,80

045

0

1,70

040

020

070

0

1,260

600

4,00

0

10050

04,

000

1,8001,500

B-B

B-B

E-01

E-04

E-02

E-03

E-01

E-02

Pit latrine

w.c w.c w.c Fall

Floor Plan

Roof Plan

Elevation 01 Elevation 02Elevation 03 Elevation 04

Ladies Gents.

P.V P.V P.V

P.V P.V P.V

FOUNDATION SPECIFICATION100mm thick plain concrete slab40cm width foundation wallinghardcore fill consolidated at 300mm level

200x200 R.C lintelbeam to S.E details

12.0 deg Roof with five boxprofile G.I sheets

+0.45m

+3.00m

+0.00m

110mm dia. pvcstack vent pipe

Roof Plan

Foundation depth to bedetermined on site

200mm thick block walling

P.V P.V P.V

Elevated water tank

+0.00m

Elevation 01-02

+0.00m

Section

12

Toilets & Elevated water tank details





Reviewed by:

Checked by:

Date:

Eng. Duale Salah

April, 2018



-SOMALIA-

Eng. David Wanja



5,150 5,000 5,000 5,000 5,050 3,400 5,200

34,000

20,0

00

4,05

0

5,200

1,50

0

2,000

2001,400

1,2001,950

1,0002,450

1,2004,000

1,2004,000

1,2001,900

200

11,6

00

5,00

020

02,

400

1,20

02,

400

200

200

4,700 4,700 4,700 1,900

1,500900

13501,200

1,750900

1,3501,200

1,3501,3501,200

1350200

1,700

21,900

4,90

0

4004,750

4004,600

4004,600

4004,600

4004,650

4003,000

4004,800

400

400

2,50

010

040

010

0

34,200

20,200

40019,400

400

2,50

0

400

19,400

3,00

0

2,50

0

20,200

34,100

2,50

0

3,00

0

E-01

E-02

E-03

E-04

Elevation 01

Elevation 03

Elevation 02

Elevation 04

Pit latrine

Latrines

ClassClassClass

Class

Corridor

OfficeW.C


P.V P.V P.VP.V P.V

P.V

P.V

P.V

P.V

P.V

400x400x3000mmhight block wall pillarswith 50mm thickcoping

3000x2500mm highsecurity steel gate with awheel at bottom for easeof opening and bear thegate weight

10

Boundary wall elevations

proposed construction tayo primary school in - …...proposed construction of tayo primary school...

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