center - mogadishu...- mogadishu - eng. james nandwa 1:100 march 2018 drainage channel septic tank...

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Page 1: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

IMPLEMENTED BY:

CLIENT.

PROPOSEDMIGRANTS RESOURCE

CENTER

- MOGADISHU -

PROJECT:

MIGRANTS RESOURCE CENTER

Page 2: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

DRAWING CONTENTDRAWING NOSHEET NO

PROPOSED MIGRANTS RESOURCE CENTER

DRAWING INDEX

SIGNED & STAMPED:

01.

02.

03.

04.

05.

06.

07.

08.

09.

10.

01/24

02/24

03/24

04/24

05/24

06/24

07/24

09/24

10/24

11/24

DATE: FEBRUARY 2018

IOM PROJECT NO:

Drawing Index

Proposed Master Plan

Site photos_1

3D Renders_1

Cover Page

11.

08/24

Floor layout12. 12/24

3D Renders_2

Elevations

Details

Septic tank and soak pitArea Schedule

13.

14.

15.16.17.

13/24

14/24

15/24

16/2417/24

Site photos_2

Elevations

Sectional elevations

GUARD HOUSE

OFFICES

Structural detailsFloor layout

BOUNDARY WALL Floor layoutElevations

Elevations_2Structural details

18.19.

20.21.

22.23.

18/2419/24

20/24

21/24

22/2423/24

3D Renders_3

Site photos_3

Location

Existing site plan

24. 24/24

Page 3: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018COORDINATES

020 02' 10.61" N

450 20' 28.51" E

LOCATION

03/24A1

Latitude

Longitude

Proposed site

Page 4: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018 SITE PHOTOS SITE PHOTOS

04/24A1

Page 5: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018 SITE PHOTOS

05/24A1

SITE PHOTOS

Page 6: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

drai

nage

cha

nnel

Sep

ticta

nk

M.S

GA

TE(T

o de

tail)

icic

icic

Soakpit

drainage channel

Septictank icic ic ic

Soakpit

ic

Existing boundary wall(to be rehabilitated)

Open yard and parking area(to be paved) Proposed gate house

(New)

Proposed guard tower(New)

Flower bed (to detail)Flower bed (to detail)

Office 1 Office 2 Office 3 Office 4 Meeting room

CorridorCorridor

Corr

idor

wc

wc

wc

wc

Main Entry

Securityoffice

Verandah/waiting

wc wc

icFlower bed (to detail)

Stairwell

A1

PROPOSED MASTER PLAN MASTER PLAN

08/24

Page 7: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

A1

3D PRESENTATION

09/24

3D RENDERS

Page 8: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

A1

3D PRESENTATION

10/24

3D RENDERS

Page 9: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

A111/24

3D RENDERS3D PRESENTATION

Page 10: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

1,520 8001,980

27 3734,900

298 24,900

1,3851,800

1,023900

383

9001,123

1,8001,185

4,900200

4,900302 98

4,302

4002,000

2001,700

100200

1004,900

200 1004,900

2005,000

2005,000

984,900

2004,900

102 200 983,902

400

1,53

0800 98

3800 97

0800 98

3800 83

3

20080

0200 1,

50020

01,60

0 2001,

60020

0 1,60

0400

3,079800

2,321 1,800 3,400 1,800 3,400 1,800 3,400 1,800 3,400 1,800 3,200 1,800 6,200

4002,000

2001,800

2005,000

2005,000

2005,000

2005,000

20010,000

2004,000

400

40,000

200

7,90

040

0

8,50

0

ic

Office 1(cer. tiles)

Office 2(cer. tiles)

Office 3(cer. tiles)

Office 4(cer. tiles)

Meeting hall(cer. tiles)

Verandah(cer. tiles)

Stair well(cer. tiles)

Verandah(cer. tiles)

pv pv pv pv pv pvpv

pv

pv

pv

pv

pv pv pv pv pv pv

dwarf wall withpcc vent blocks

dwarf wall withpcc vent blocks

w1 w1 w1 w1 w1 w1

w2

pv pv pv pv pv pv

D1

D1pv

D1pv

D1pv

D1pv

w1 w1 w1 w1 w1 w1

D1 D1 D1 D1 D2

OFFICESFLOOR LAYOUT

12/24A1

Page 11: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

4003,900

4004,800

4004,800

4004,800

4004,800

4004,700

4004,698

4003,902

400

2,38

3

3,142

400 1,120 8001,980

400 1,0501,800

1,020930

400935

1,1111,800 954

400 1,0851,800 986 930

400928

1,0861,800 987

400 1,176982 1,800

743 4001,314 1,800 1,584

400

4004,000

2001,600 1,800 1,500

2001,500 1,800 1,600

2001,600 1,800 1,600

2001,600 1,800 1,600

2001,600 1,800 3,400 1,800 1,600

200521

807372

4001,900

400

OFFICESELEVATIONS

13/24A1

Page 12: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

7,600 1,363400 861 400

3,000400

981400

2,621400

2,881400

2,300400

5,000400

400 433 800983

800970

800214

400370

8001,130

4002,050

4002,760

4002,760

4002,760

4002,760

4002,760

4002,760

400

Page 13: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

Page 14: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

600

698

853

1,50

045

015

0 800

600

900

1,50

065

045

015

0 800

400798 1,502

2005,200

400

3,05

045

0

1,60050 200

8,062200 88

900

1,50

065

045

0

5,05

0

4007,700

400

150mm VRC roof slab

200mm masonry parapet wall

900x2400 solid core flush doorwith ventilight

PC vent blocks on dwarf wall

400mm masonry dwarf wall

Purpose built aluminium casement window

150mm VRC roof slab canopy

450mm deep VRC beam all round

OfficeVerandah

Floor finishApproved floor finish (Cer tiles) on,50mm CS Screed150mm VRC screed on,50mm well watered compacted handpacked hardcore fill on,Levelled formation ground.

OFFICESSECTIONAL ELEVATION

14/24A1

Page 15: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

FOOTING DETAILS

3Y8-02-225 B2

Y10-01-250 B1

500 GAUGE POLYTHENE D.P.M.

25mm MURRAM BLINDING

B.R.C. MESH A142

250mmTHK. MIN. WELL

3Y8-02-225 B2

Y10-01-250 B1

50

200200 200

600

SCALE 1:25SECTION A-A

D.P.C.

GRD. LEVEL -450

+450

50mm CONCRETE BLINDING

200

600

SCALE 1:25SECTION B-B

200 200200

D.P.C.

+450

DET

ERM

INED

ON

SIT

E M

IN.1

200

502

00

COMPACTED HARDCORE

DET

ERM

INED

ON

SIT

E M

IN.1

200

SCALE 1:25SECTION C-C

300

200

500 GAUGE POLYTHENE D.P.M.25mm MURRAM BLINDING

250mmTHK. MIN. WELLCOMPACTED HARDCORE

B.R.C. MESH A142

150

150

+450

+150

2Y12-01

2Y12-01

450

200

R8-02-200 LINKS

SCALE 1:25BEAM RB1

400

600

1000

DET

ERM

INED

ON

SIT

E M

IN.1

200

4Y12-02

GRD. LEVEL

Y12-04-225 B2

Y12-04-250 B1

SCALE 1:25

400

400

SCALE 1:25SECTION E-E (Column)

3Y12-02

3Y12-02

R8-03-200 LINKS

R8-03-200

600

1,50

050

010

0

3,00

0

PCC coping all round

PCC coping all roundPCC vents

Hollow block wallingwith plaster and paint

VRC ground beamRubble stonefoundation walling

VRC Columns

E E

OFFICESSTRUCTURAL DETAILS

15/24A1

Page 16: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

2003,000

2004,000

200

7,600

200

4,00

020

01,50

0 2001,

500 20

0

7,80

0

2003,000

2001,950

2001,850

200

7,600

200

4,00

020

01,50

0 2001,

500 20

0

security(cer tiles)

wc

(cer

. tile

s)

GENTS

LADIES

To septic tankand soak away pit

open

ing

(arc

hed

abov

e)

opening(arched above)

open

ing

(arc

hed

abov

e)

W1pvW1pv

W2pv

W2pv

D2 pv

D2 pv

wc

(cer

. tile

s)

D2 pv

pv

pv

pv

pv

pv

whb

whb

Verandah(cer tiles)

GUARD HOUSEFLOOR LAYOUT

16/24A1

Page 17: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

200

200

200 2,

400

300

1,55

9

537800 906 800 4,757 7,600

5532,000

6524,100

400

200

200

200 2,

400

300

238 1,

304

881 3,000619 174

1,200462

1,200363

GUARD HOUSEELEVATIONS

17/24A1

Page 18: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

1 2 3

4,85

9

600

900

1,50

030

030

0 1,25

9

3,00

0

2004,000

2003,000

200

4,200 3,200

Roof detailsGauge 28 prepainted blue colouriron resincot roofing sheets: IT4 boxprofile. nailed on sawn hardwoodstructure; see S.E. details.Roof pitch = 23 degrees

Floor details150mm thick R.C. slab withB.R.C. and D.P.M. cast onwell compacted 300mm hardcorewith anti-termite treatmentand blinding layer; see S.E. details.

R.C. stricp footingwith 200mm thick blockfoundation walling; see

S.E. details.

200mm thick blocks walls withplaster and paint finishto approval

Purpose built aluminuimcasement windows

300mm deep VRC beam

verandahSecurity

25mm soft board cieling

3Y8-02-225 B2

Y10-01-250 B1

500 GAUGE POLYTHENE D.P.M.

25mm MURRAM BLINDING

B.R.C. MESH A142

250mmTHK. MIN. WELL

3Y8-02-225 B2

Y10-01-250 B1

50

200200 200

600

SCALE 1:25SECTION A-A

D.P.C.

GRD. LEVEL -450

+450

50mm CONCRETE BLINDING

200

600

SCALE 1:25SECTION B-B

200 200200

D.P.C.

+450

DET

ERM

INED

ON

SITE

MIN

.120

0

5020

0

COMPACTED HARDCORE

DET

ERM

INED

ON

SITE

MIN

.120

0

2Y12-01

2Y12-01

300

200

R8-02-200 LINKS

SCALE 1:25

BEAM RB1

GUARD HOUSESTRUCTURAL DETAILS

18/24A1

Page 19: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

R R R R R R R R R R R R

S

S

S

S

S

S

S

3,16

03,

160

3,16

03,

160

3,16

03,

160

3,260 3,160 3,160 3,160 3,160 3,160 3,160 3,160 3,160 3,160 7,905

BOUNDARY WALLFLOOR LAYOUT

19/24A1

Page 20: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

950800

1,300800

5501,408

1,5001,995

1,5004,148

1,5003,150

165 4002,621

4002,621

400

7,6001,363

400861

400

3,000400 981 400

2,621400

2,881 4,800

BOUNDARY WALLELEVATIONS

20/24A1

Page 21: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

4003,384

4002,621

4002,621

4002,621

4001,163

537800

906800

4,757

2,145 1,500 4,005 1,500 3,500 1,500 7,0501,000

BOUNDARY WALLELEVATIONS_2

21/24A1

Page 22: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

FOOTING DETAILS

3Y8-02-225 B2

Y10-01-250 B1

500 GAUGE POLYTHENE D.P.M.

25mm MURRAM BLINDING

B.R.C. MESH A142

250mmTHK. MIN. WELL

3Y8-02-225 B2

Y10-01-250 B1

50

200200 200

600

SCALE 1:25SECTION A-A

D.P.C.

GRD. LEVEL -450

+450

50mm CONCRETE BLINDING

200

600

SCALE 1:25SECTION B-B

200 200200

D.P.C.

+450

DET

ERM

INED

ON

SIT

E M

IN.1

200

502

00

COMPACTED HARDCORE

DET

ERM

INED

ON

SIT

E M

IN.1

200

SCALE 1:25SECTION C-C

300

200

500 GAUGE POLYTHENE D.P.M.25mm MURRAM BLINDING

250mmTHK. MIN. WELLCOMPACTED HARDCORE

B.R.C. MESH A142

150

150

+450

+150

2Y12-01

2Y12-01

450

200

R8-02-200 LINKS

SCALE 1:25BEAM RB1

400

600

1000

DET

ERM

INED

ON

SIT

E M

IN.1

200

4Y12-02

GRD. LEVEL

Y12-04-225 B2

Y12-04-250 B1

SCALE 1:25

400

400

SCALE 1:25SECTION E-E (Column)

3Y12-02

3Y12-02

R8-03-200 LINKS

R8-03-200

600

1,50

050

010

0

3,00

0

PCC coping all round

PCC coping all roundPCC vents

Hollow block wallingwith plaster and paint

VRC ground beamRubble stonefoundation walling

VRC Columns

E E

BOUNDARY WALLSTRUCTURAL DETAILS

22/24A1

Page 23: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

4001,750

400

400 480760

510 400

4,10

01,

20015

015

0

4001,850

400

150

2,85

01,

100

1,20

0150

150

SIDE ELEVATION

FRONT ELEVATION 1 2

A

B150

2,250150

4001,750

400

2,550

150

2,35

015

0

400

1,85

040

0

2,67

6

1,94

2

700

2,25

0

17416

5 16516

5 16516

5 16516

5 16516

5 165

Page 24: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

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SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

1

1

2

2

1,000 1,250 1,000

2,250

150

2,85

015

095

01,

20015

015

0

5,60

0

1502,350

150

4001,850

400400x400mm V.R.C

support columnsPurpose built GIstraight flight staircaseT = 160R = 250

1000mm VRC wall

150mm VRC roof slab

Heavy guage mesh wire

FLOOR DETAILS30mm approved floor finish on,200mm VRC floor slab on,1000G Damp proof membrane on,100mm approved compacted harcore fill on,450mm approved compacted hardcore fill onLevelled compacted formation level200mm quarry stone foundation walling400mm x 600mm dp VRC strip foundation footing50mm mass concrete blindingApproved compacted earth and gravel fill toevcavated surfaces

150mm VRCsuspended slab

+ 3150

+ 5600

+1500G.L

Page 25: CENTER - MOGADISHU...- MOGADISHU - ENG. JAMES NANDWA 1:100 MARCH 2018 drainage channel Septic tank M. S GATE (To detail) ic ic ic ic Soak pit drainage channel Septic ic ic tank ic

GSPublisherVersion 0.0.100.100

SCALE

DATE

DRAWN BY:

DRAWING TITLE:

DRAWING NO:

SHEET NO:

REVIEWED BY:

APPROVED BY:

PROJECT NO:

PROJECT.PROPOSED MIGRANTSRESOURCE CENTER.

- MOGADISHU -ENG. JAMES NANDWA

1:100MARCH 2018

110

10

900

MIN

.

600

550

200

200

VAR

IES

1,20

09,

040

1,80

0

800

1,20

09,

520

800

1,80

0

600

800 16,000 800

600

800 16,000 800

300

800

800 2,400 800

1,20

06,

000

VAR

IES

400 9,200 400

400

600

2380

400 8,000 400

300

600

5015

00

1,20

0

400

800 800

600

5,6001,200

1,80

01,

400

1,20

0

1,80

01,

400

2001,20

0

3,200600 3,200

800

2001,20

0

3,200

1,80

01,

400

1,200

600

600

1,00

020

020

01,

000

500

2,50

0

2,50

0

1,800

800

3,000

200 5,000 200

200 1,800 200 3,000 200

1,400300

North Elevation

Eas

t Ele

vatio

n

South Elevation

Wes

t Ele

vatio

n

100mmØ AGRICULTURAL PIPE

HALF OF THE OPEN JOINTS110mm WIDE TAR PAPER TO COVER

60-80mm CRUSHED STONE

OR TAR PAPERPOLYTHYNE SHEETING

COMPACTED MURRAM

66

SCALE 1:20FRENCH DRAIN - LAYOUT

10mm WIDE OPEN JOINTS

EARTH BACKFILL

TAR PAPER OVER 10mm GAPS

60-80mm CRUSHED STONE

TO FALL OF 1:200PERFORATED PITCH FIBER PIPE LAID

100mm DIAMETER AGRICULTURAL PIPE OR

SCALE 1:10SECTION 6 - 6

06 06 06 06 06 06

0201

01

02 02 02 02 02 02 02 02 02

01

SCALE = 1 : 25SECTION 1 - 1

02

06

SECTION 2 - 2

06

02 02

06

02 02 02

SCALE = 1 : 25

02

06 06 06

0202

02 02

08 08

(VAR

IES)

SECTION 4 - 4SCALE = 1 : 25

WALL `C'

5

SCALE = 1 : 50

21Y10-25-200`U' BAR

10Y8

-27-

200(

EF)

10Y8

-28-

200(

EF) 21Y10-26-200`U(EF)

5

10Y8

-27-

200(

EF)

21

24

2222

21

2222

SECTION 3 - 3SCALE = 1 : 25

12

10

12

10

12 12

(VAR

IES)

15

15

15

15

15

15

15

15

07 07

07 07

07 07

07 07

07 07

07 07

SECTION 5 - 5SCALE = 1 : 25

26

25

26

25

26 26

28

4 WALL `B'SCALE = 1 : 50

24Y10-21-200`U' BAR

15Y8

-23-

200(

EF)

15Y8

-24-

200(

EF) 24Y10-22-200`U(EF)

4

15Y8

-23-

200(

EF)

08 08

SECTION 1 - 1

TWL

200

VARIES

TWL

VARIES

200mmTHK. MASONRY WALLWITH WATERPROOFEDRENDERING

MIN

. 450

E2

E1

800x600 MEDIUM DUTYAIR TIGHT IC COVER & FRAME

150mm Thick Slab

150

150

VARIES

800x600 MEDIUM DUTYAIR TIGHT IC COVER & FRAME

WITH WATERPROOFEDRENDERING

200mmTHK. R.C.WALL

(1: 3 : 6 MIX.)50mmTHK. CONC. BLINDING

Y12 - 50 - 250B15Y12 - 51 - 250B2

100mm DIA. NIPPLE

WITH PUDDLE FLANGE100mm DIA. G.I. PIPE (200mm LONG)

VENT PIPE DETAIL

100

G.I BEND100mm DIA. 90

SCALE 1:25

100mm DIA. EQUAL TEE

WIRE GAUZEMOSQUITOWALL `A' 2No.

50mmTHK. CONC. BLINDING(1: 3 : 6 MIX.)

SCALE = 1 : 50

SCALE = 1 : 50200mmTHK. COVER SLAB R.C DETAILS

150mmTHK. R.C SLAB

WALL `A'

WAL

L `C

'

WALL `A'

WAL

L `B

'

(ABR)

26Y10-01-250B1

4Y10-02-250B1

4Y10-02-250B1 4Y10-02-250B1

4Y10-02-250B1

(6)

(6)

15Y10-03-300B2 3Y10-04-300B2

(ABR)

2Y12-05T2&B2 2Y12-05T2&B2

2Y12-05T2&B22Y12-05T2&B2

3Y8-07-250T2 3Y8-07-250T2

3Y8-

06-2

50T2

3Y8-

06-2

50T2

2Y8-08T2 2Y8-08T22Y8-

08T2

2Y8-

08T2

45Y10-10-200`U'BAR 23Y10-11-200`U'BAR

45Y10-12-200(EF) 23Y10-13-200(EF)

10Y8

-14-

200`

U'B

AR

15Y8

-14-

200`

U'B

AR

10Y8

-15-

200(

EF)

4Y8 -15-200 (EF)

10Y8

-16-

200(

EF)

3

3GL

TWL OUTLET

1

TO SUBSOILRADIAL ARMS

IRRIGATION

REINFORCED WITH BRC A142 TOP AND BOTTOM

1

BAFFLE

2Y8-

08T2

2Y8-

08T2

02 02 02 02 02 02 02

2

2

02 02

2A

2A

Y12 - 50 - 250B14Y12 - 51 - 250B2

SCALE = 1 : 100

B.R.C. MESH A142

SEPTIC TANK AND SOAK AWAY SEPTIC TANK

23/24A1

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1:100MARCH 2018 AREA SCHEDULE

FLOOR AREA SCHEDULES

SPACE USE FLOOR AREA (M2) REMARKS

Room 1 28M2 REHABILITATION.

224.36m2TOTAL FLOOR AREA:

Ladies

Gents

28M2

16M2

20.8M2

16M2

7.83M2

Room 2

Room 3

5.7M2

Security room

5.7M2

12M2

24/24

SCHEDULES

Ladies

Gents

20M2

Verandah

7.83M2

CONSTRUCTION.

A1

Room 4

Room 5

Verandah 55.7M2