center - mogadishu...- mogadishu - eng. james nandwa 1:100 march 2018 drainage channel septic tank...
TRANSCRIPT
GSPublisherVersion 0.0.100.100
IMPLEMENTED BY:
CLIENT.
PROPOSEDMIGRANTS RESOURCE
CENTER
- MOGADISHU -
PROJECT:
MIGRANTS RESOURCE CENTER
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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 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