This document contains plans and details for a proposed residential development project in Kitende, Wakiso District, Uganda. The site plan shows the layout of the plot with dimensions of sections. Building plans include floor plans, elevations, and sections with room schedules and finishes. Construction details are provided for roof structure, foundations, boundary walls, and a septic tank. The drawings are produced by Nile Architects for a residential development on Plot No. 5887.

2. erEngine 0.21.100.100
NILE ARCHITECTS
FORTH FLOOR EMBASSY PLAZA
P.O.Box 7565 KAMPALA
TEL: 0392963792, 0779-113654
KAMPALA UGANDA
PROPOSED RESIDENTIAL DEVELOPMENT
ON PLOT No. 5887 Block
No.383 - 391 KITENDE, WAKISO
WAKISO DISTRICT AUTHORITY
Sheet
1
Date
PROJECT No. DRAWING No.
DRAWING TITLE
SITE LOCATION AND SITE PLAN
CLIENT
PROJECT
ARCHITECT
GENERAL NOTES
SEAL DATE
CLIENTS SIGNITURE
SCALE
1: 100
Dealt by B A Kasujja
UTHMAN KASUJJA
P.O.BOX 16374 KAMPALA
Signiture ............................................
31,704
16,800
32,900
22,200
4,634
9,533
13,778
17,45515,742
9,036
11,666
3,114
8,892
400 4,600 400 4,550 400 4000 400 2,000 400
MH
MH
MH
MH
MH
MH
MH
MH
3000
MH
MH
12,951
SITE LAYOUT 1:100
Dr.Sem
udusClose
To
Kitende
Secondary
school
Proposed Site to be
Developed
Kiosk Shops
KitendeRoadside
Market
ToEntebbeToKampala
N
N

3. erEngine 0.21.100.100
NILE ARCHITECTS
FORTH FLOOR EMBASSY PLAZA
P.O.Box 7565 KAMPALA
TEL: 0392963792, 0779-113654
KAMPALA UGANDA
PROPOSED RESIDENTIAL DEVELOPMENT
ON PLOT No. 5887 Block
No.383 - 391 KITENDE, WAKISO
WAKISO DISTRICT AUTHORITY
Sheet
2
Date
PROJECT No. DRAWING No.
DRAWING TITLE
CLIENT
PROJECT
ARCHITECT
GENERAL NOTES
SEAL DATE
CLIENTS SIGNITURE
SCALE
1:50
1: 100
Dealt by B A Kasujja
UTHMAN KASUJJA
P.O.BOX 16374 KAMPALA
Signiture ............................................
North Elevation
EastElevation
South Elevation
WestElevation
200
200
9001,500
1,800
2,400
2000 1,600
2,400
6001,800
1,4001,000
2,000
1,800
9001,500
1,800
9001,500
1,800
1,4001,000
1,800
200
200
9001,500
900
9001,500
1,800 1,800
9001,500
9001,500
1,500
6001,800
2,000
6001,800
2,000
900
2,400
800
1,4001,000
2002002400
900
2,400
D01Pov
D 01 Pov D 01
D 01 Pov
W 01 Pov
W06
D05
W 03 Pov W 01 Pov
D 02 Pov
W 01 PovW 02 Pov W 01 Pov W 02 Pov
W 04 PovW 03 Pov
D01
D01Pov
D01
W 01 PovW05 Pov
D01Pov
D02Pov
D01Pov
D 01
E
E
2,285 230 3,270 230 3,540 230 2,500 230 4,270 230 3,270 230 1,970 230 2,432
2,4002303,300
5,900
3,3002301,1702303,300
2,285 230 3,270 230 3,065 230 2,974 230 4,271 230 3,270 230 1,970
230
2,450 230
8,170
5,871
1,8002303,841
230 2,289 230 3,266 230 3,066 230 2,974 230 4,270 230 3,270 230 4,632 230
480 1,800 235
230
878 1,800 592
230
535 1,800 1,205
230
611 1,800 89
230
1,135 2,000 1,135
230
1,035 1,200 1,035 230 1,970 230 1,800 632 230
25,607
3,8711,500500
2491,8642302,0702302,3702303,270230
2,1092,3006,330
2471,8632302,069230901899
230
8389002,103230
2471,8632,2996,331
10,740
10,740
900 814
230
878 1,800 592 230 1,798 1,267 230 422 1,500 1,052
230
1,136 2,000 1,135
230
726 2,000 544 230 1,970 230 804 800 828 230230 571
801 900 1,923 1,800 820 1,800 1,496 423 1,500 1,051 1,366 2,000 1,365 726 2,000 3,777 800 1,058
25,607
±0.000
+400
+200
S-01S-01
MH
GT
MH MH
GT
MH
GT
GT
MH
To Septic Tank
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles Non slip ceramic tiles
Store
MHMH
To Septic Tank
7.5 m2
Bathroom
5.5 m2
Dressing room
19.2 m2
Master Bedroom
11.6 m2
Bedroom 1
10 m2
Bedroom 2
Non slip ceramic tiles
8.2 m2
Bathroom
7.8 m2
Passage
34.9 m2
Lounge & Dinning
Non slip ceramic tiles
10.4 m2
Terrace
19.7 m2
Kitchen
6.89 m2
Outside Kitchen
4.7 m2
Non slip ceramic tiles
9.3 m2
Bedroom 3
4.4 m2
Bedroom 3

4. 110 172
50
20
30
100
282
230 52
751,3757522550300200
520
1
1
2
2
3
3
4
4
5
5
Detail
3,500 1,400 1,200 2,300
8,400
6001,800300200
2002,400300
200
230 8,200 230
2,1008002,300
0
+400
+200
erEngine 0.21.100.100
NILE ARCHITECTS
FORTH FLOOR EMBASSY PLAZA
P.O.Box 7565 KAMPALA
TEL: 0392963792, 0779-113654
KAMPALA UGANDA
PROPOSED RESIDENTIAL DEVELOPMENT
ON PLOT No. 5887 Block
No.383 - 391 KITENDE, WAKISO
WAKISO DISTRICT AUTHORITY
Sheet
3
Date
PROJECT No. DRAWING No.
DRAWING TITLE
CLIENT
PROJECT
ARCHITECT
GENERAL NOTES
SEAL DATE
CLIENTS SIGNITURE
SCALE
1:10
1:20
1:50
1: 100
Dealt by B A Kasujja
UTHMAN KASUJJA
P.O.BOX 16374 KAMPALA
Signiture ............................................
Roof Construction
Foundation Construction
400 4,600 400 4000 400 2,000 400
5,050 4,501 2,400
22
50
25
600
5050
32277
1,000
6001,900500
3,000
579
370
230
400
1 Mild steel spike.
2 Security light.
3 Concerete saddle copping.
4 400x 400 mm RC Column.
5 25 x 25 mm Square Hollow steel section
6 Thoating.
7 RC Beam to Eng Detail.
1
1
2
3
4
5
6
7
2
3
4
5
6
7
DETAIL 1:10
SECTION 2 1:20BOUNDARY WALL ELEVATION 1:50
PLAN OF BOUNDARY WALL 1:50
SECTION 1 1:50
GSPublishe

5. erEngine 0.21.100.100
NILE ARCHITECTS
FORTH FLOOR EMBASSY PLAZA
P.O.Box 7565 KAMPALA
TEL: 0392963792, 0779-113654
KAMPALA UGANDA
PROPOSED RESIDENTIAL DEVELOPMENT
ON PLOT No. 5887 Block
No.383 - 391 KITENDE, WAKISO
WAKISO DISTRICT AUTHORITY
Sheet
4
Date
PROJECT No. DRAWING No.
DRAWING TITLE
DOOR AND WINDOW SCHEDULE
DETAIL DRAWINGS OF SEPTIC TANK
UTHMAN KASUJJA
P.O.BOX 16374 KAMPALA
Signiture ............................................
CLIENT
PROJECT
ARCHITECT
GENERAL NOTES
SEAL DATE
CLIENTS SIGNITURE
Dealt by B A Kasujja
2900
3600
2300
3300
750
2500
3400
900
900
900
1000
1260
1520
1600
1860
2100
2220
NOTES AND REVISIONS.
PERCOLATION TRENCHES.
1- At least one foot of percolation trench should be provided
for every eight litres of e uent to be disposed at 24 hours.
2- When sediment is seen in e uent the tank should be
desludged without delay.
3- One trench should be at rest whilst the other is in use no
trench should be used continously for more than a month.
4- For deep tanks the cover slab should be 375mm above
working level and manholes only carried up to ground level
walls of manhole to be carried on 230x230mm concrete beams
with 68mm diameter rods.
8
12
18
24
30
36
iron channel stop.
e uent
distribution
chamber.
75
D
L
Precast reinforced concrete
slab 100mm thick.(mix 1:2:4).
300
PLAN
900
900
900
900
750
750
750
750
750
750
6
DEPTH TO
INVERT
SIZES OF INSPECTION CHAMBERS
WALL
THICKNESS
Percolation
trench length in
metre run.
PERCOLATION TRENCH
SECTIONS SOAKPIT TYPE 1.
L DB
DIMENSIONS OF SEPTIC TANK
working level.
No OF
USERS
CROSS SECTION
230B
D
Capacity in
liters
Brickwork to be built in 1:6 cement mortar and rendered
internally in 1:3 cement paste 12mm thick foundation to
be 1:3:6 cement concrete.
125mm
125mm
125mm
240mm
450 x
450mm
450 x
600mm
600 x
1050mm
750 x
1050mm
115mm
115mm
225mm
225mm
agricultural
pipes min.
fall 1:100
10
600x450mm cast iron
cover and frame.
PLAN OF TOP
vent
chamber.
230mm thick
concrete base.
LONGITUDINAL SECTION
230mm
thick
brickwall.
42
FOUNDATION
THICKNESS
SOAKPIT TYPE 2.
layer of
brushwood
Impervious layer and
corrugated iron
sheets or similar
Earth cover
15
30
35
1800
up to
450mm
475 x
900mm
925 x
1500mm
over
1500mm
20
25
working level.
INTERNAL
DIMENSIONS
230
230
790
1950
1,980
594
3000
L
304 304
594
304
990
B
Door Details Description
Door Schedule
Location
Mark: D 01
W x H Size: 900 x 2100
No. 4
Door Height: 2100
Mark: D 01 POV
W x H Size: 900 x 2400
No. 06
Door Height: 2400
Mark: D 02 POV
W x H Size: 1200 x 2400
No. 02
Door Height: 2400
Solid Timber door
to detail with 300 mm
Pv mosquitoe wire
mesh above
Solid Metal double
door with Frost glass
panes (to detai)l with
300 mm Pv mosquitoe
wire mesh above
All Bathrooms
store area
All Bedrooms
Sleeping Quaters
Passage
Dressing room
Main Entrances
Window Details Description Location
Mark: W 01 Pov
W x H Size: 1800 x 1500
No. 6
Bottom to sill: 900
Mark: W 02 Pov
W x H Size: 1800 x 1000
No. 2
Bottom to sill: 1400
Mark: W 03 Pov
W x H Size: 2000 x 1800
No. 3
Bottom to sill: 594
Mark: W 04 Pov
W x H Size: 800 x 1000
No. 1
Bottom to sill: 1400
Mark: W 05 Pov
W x H Size: 800 x 1000
No. 1
Bottom to sill: 1400
Steel Casement window
to detail with 300 mm
Pv Mosquitoe wire mesh
above
Steel Casement window
to detail with 300 mm
Pv Mosquitoe wire mesh
above
Steel Casement window
to detail with 300 mm
Pv Mosquitoe wire mesh
above
Steel Casement window
to detail with 300 mm
Pv Mosquitoe wire mesh
above
Steel Casement window
to detail with 300 mm
Pv Mosquitoe wire mesh
above
Bedrooms
Passage area
Master Bathroom
washing Closet
sleeping quaters
bathroom
Walk in Closet
room
Lounge area
Dinning area
kitchen
Window Schedule

9. DATE Sheet 01
Signature.................
CLIENT
Dealt by B A KASUJJA
PROJECT
ARCHITECT
S .M. DESIGNS
P.O.BOX 30145
KAMPALA
TITLE
JOHN ,V,TWINOMUJUNI
P.O.BOX 20026 KAMPALA
Proposed Extensions to be done on
plot No.1934 Block No. 214 Kisasi,
Nakawa Division Kampala Capital
City Authority
GENERAL NOTES
SITE LOCATION AND SITE LAYOUT
SCALE 1: 100 ,
5. All waste pipes and soil pipes are to be in ducts and the bends
to have all cleaning eyes accessible from outside.
13. Timber roo ng frames & purlins to be painted with 2 coats of
approved oil preservative.
1. All dimensions to be checked on site, written dimensions to
be followed in preferance to scaled dimensions.
2. All walls to be reinforced with hoop iron at intervals of 3
courses.
4. All sanitary work to be in accordnce with Local Authorities
rules and regulations.
10. samples of ttings, materials, e.t.c, to be produced &
approved before commencing.
8. All internal plaster to be two coats - steel oat.
9. Provide G.I 125x100 rainwater down-pour pipes and 125x100
G.I box gutters with brackets, etc. where shown.
7. All door frames to be rebated & moulded and be full width of
wall with moulded architraves to detail, provide rubber door
stops to all doors.
3. All reinforced concrete work is to be in accordance with
structural engineer's details
6. All windows and external glazed doors to have burglar
proo ng to Architech's details.
12. All windows to have P.C cills, built in P.V., Pelmet boxes &
timber internal window cills & skirtings.
11. All painting to be 3 coats.
N
N
SITE LOCATION
SCALE 1:100
SITE LAYOUT
Road reserve
To Nambole Stadium
To NtindaTown
ToKisasiTown
KisotaRoad
To Karere
Kisasi
Roundabout
Northern by
pass
Ndererereaction
center
W
atoto Church
Access Road
Plot 1934 to be
developed
Kisasi Mosque
35,000
31,000
39,000
43,094
MH
MH
MH
MH
MH MH
MH
MH
MH
MH
MH
MH
3,000
1500
8600
8200
6500
19,500
4100
3,000
6,209
6,000
16,176
32,318
29,294
20,652
3,009
5,503
2,500
4,874
5,951
8,259
30,327
3000
1
2
3
4
5
6
21,275
SlopeSlope
Pump room
Balance
tank

10. DATE Sheet 02
Signature.................
CLIENT
Dealt by B A KASUJJA
PROJECT
ARCHITECT
S .M. DESIGNS
P.O.BOX 30145
KAMPALA
TITLE
JOHN ,V,TWINOMUJUNI
P.O.BOX 20026 KAMPALA
Proposed Extensions to be done on
plot No.1934 Block No. 214 Kisasi,
Nakawa Division Kampala Capital
City Authority
GENERAL NOTES
PROPOSED PLANS AND ELEVATIONS FOR
EXTENSION
SCALE 1;100
5. All waste pipes and soil pipes are to be in ducts and the bends
to have all cleaning eyes accessible from outside.
13. Timber roo ng frames & purlins to be painted with 2 coats of
approved oil preservative.
1. All dimensions to be checked on site, written dimensions to
be followed in preferance to scaled dimensions.
2. All walls to be reinforced with hoop iron at intervals of 3
courses.
4. All sanitary work to be in accordnce with Local Authorities
rules and regulations.
10. samples of ttings, materials, e.t.c, to be produced &
approved before commencing.
8. All internal plaster to be two coats - steel oat.
9. Provide G.I 125x100 rainwater down-pour pipes and 125x100
G.I box gutters with brackets, etc. where shown.
7. All door frames to be rebated & moulded and be full width of
wall with moulded architraves to detail, provide rubber door
stops to all doors.
3. All reinforced concrete work is to be in accordance with
structural engineer's details
6. All windows and external glazed doors to have burglar
proo ng to Architech's details.
12. All windows to have P.C cills, built in P.V., Pelmet boxes &
timber internal window cills & skirtings.
11. All painting to be 3 coats.
KEY
EXISITING
WALL TO REMAIN
NEW WALLS TO BE BUILT
KEY
EXISITING
WALL TO REMAIN
NEW WALLS TO BE BUILT
SOUTH ELEVATION
SCALE 1:100
EAST ELEVATION
SCALE 1:100
North Elevation
North Elevation
EastElevationEastElevation
NORTH ELEVATION
GROUND FLOOR PLAN
FIRST FLOOR PLAN
SCALE 1:100
SCALE 1:100
SCALE 1:100
WEST ELEVATION
SCALE 1:100
estElevationestElevation
o th Elevation
o th Elevation
Section B Section B
2004,015
2,297 900 230 2,476 900 839
200 296
900 221 3,515 230 3,600 230 743 900 1,357 230 2,988 230
13,691
6,515
3,7902001,7802001,605
2303,984200
113
900
188
2003,585
230 3,633 200
400
200 4,915 230 3,600 230
13,691
230 603 2,000 567
230
619 2,000 1,614 200 2,000 520 2,000 395
230
800 2,000 800
230
1,042 2,000 599 2,000 576 230
833 2,000 567 849 2,000 1,814 2,000 520 2,000 625 800 2,000 788
230
1,054 2,000 599 2,000 806
3,170 6,217
2303,7902009008802001,605230230
391
2301,6352301,3651,345230
1,5954,2209002,9151,5756211,865
230 483 2,000 687
230
622 2,000 980
200
648 900
282 200
769 2,000 746
230
1,124 2,000 476 230 2,000 1,000 230 2,988 230
713 2,000 1,539 2,000 1,828 900 1,251 2,000 746
230
1,124 2,000 476 230 2,000 4,447
23,485
23,485
2302,2702302382,4008972,400580
200
9522,0001,064230
2,5004682,4008972,4001,7322,0001,294
3,5602302,600
3,9842001,2012001,4002001,985
Section A
Section A
STUDY
ROOM
BALCONY
MINOR
LOUNGE
40.5 m2
BATHDRESS
ROOM
MASTER
BEDROOM
BEDROOM .1
BEDROOM .2
BEDROOM .3 STAIRS
BATH
GIRL'S
BEDROOM
BATH
DRESS
AREA
Two wash basin
12.0 m2
12.8m2
6.03m2
21.38m2
15.48 m2
12.79 m2
5.75 m2
5.22 m2 13.82 m2
3.66 m2
11.94 m2
PASSAGE 20.92 m2
15.57 m2
BALCONY
10. 30 m2
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
W3
Pvo
W3
Pvo
W4
Pvo
W3
Pvo
W1
Pvo
W2
Pvo
W2
Pvo
W2
Pvo
W4
Pvo
W4
PvoW2
Pvo
D1
D1
Pvo
D1
D2
Pvo
D2
Pvo
D1
Pvo
D1
Pvo
D1
Pvo
D1
Pvo
230 1,152 230 1,615 200 3,015
2303,5602301,3602301000230
6602,5003800
13,690
5159004,355900672
3,170 230 1,410 900 1,305 200 2,000 3,363 152
230 165
900 2,541 230 6,230 230
6,5002301,170
306
9001,625
835 1,500 835
230
622 2,000 993
200
617 2,000 513 2,000 385
230
800 2,000 806
230
946 2,000 708 2,000 576 230
1,065 1,500 835 852 2,000 1,810 2,000 513 2,000 615 800 2,000 806 1,176 2,000 708 2,000 806
332 900 712 900
326 230 219
900 463 1,500 731 1,500 4,246 315 900 1,027 900 481
230 87
900
165 245 320
900
380
200 3,015 230
562 900 712 900 776 900 463 1,500 731 1,500 4,246 315 900 1,027 900
481 317
900 730 900 3,825
2302382,4008972,400565
230
1,0342,000967230
2,5002302382,4008972,4001,8292,0001,197
2302,270
230
390
2301,635
230
1,365
230
3612,0008802,0005292001,6052301,345230
6201,8651,5955912,0008802,0002,3342301,575
1,577 230 435 900 458
230
23,485
23,485
300+600
0.00
150
Section B Section B
NEW ENTRY PORCH
12.0m2
BALCONY
PASSAGE
BATH
GUEST
BEDROOM
KITCHEN
FAMILY
ROOM
DINING
ROOM ROOM
GYM
LAUNDARY
EXECTIVE LOUNGE
40.6 m2
12.8 m2
19.2 m2
5.18 m2
22.17 m2
14.52 m2
29.01 m2
12.8 m2
13.95 m2
4.16m2
STAIRS
9.75m2
16.77 m2
11.69 m2
MH MH
MH MH MH
MH
MH
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
Non slip ceramic tiles
W1
Pvo
W2
Pvo
W3
Pvo
W3
Pvo
W2
Pvo
W2
Pvo
W2
Pvo
W2
Pvo
D1
D1
D1
Pvo
D1
Pvo
D1
D2
Pvo
D3
Pvo
GT
GT
GT
GT
GT
MH MH
D2
Pvo
W1
Pvo
W1
Pvo
Section A
Section A
13,690
2001,985230

11. DATE Sheet 03
Signature.................
CLIENT
Dealt by B A KASUJJA
PROJECT
ARCHITECT
S .M. DESIGNS
P.O.BOX 30145
KAMPALA
TITLE
JOHN ,V,TWINOMUJUNI
P.O.BOX 20026 KAMPALA
Proposed Extensions to be done on
plot No.1934 Block No. 214 Kisasi,
Nakawa Division Kampala Capital
City Authority
GENERAL NOTES
SECTIONS, SEPCTIC TANK AND DOOR WINDOW
SCHEDULE
SCALE 1;100
5. All waste pipes and soil pipes are to be in ducts and the bends
to have all cleaning eyes accessible from outside.
13. Timber roo ng frames & purlins to be painted with 2 coats of
approved oil preservative.
1. All dimensions to be checked on site, written dimensions to
be followed in preferance to scaled dimensions.
2. All walls to be reinforced with hoop iron at intervals of 3
courses.
4. All sanitary work to be in accordnce with Local Authorities
rules and regulations.
10. samples of ttings, materials, e.t.c, to be produced &
approved before commencing.
8. All internal plaster to be two coats - steel oat.
9. Provide G.I 125x100 rainwater down-pour pipes and 125x100
G.I box gutters with brackets, etc. where shown.
7. All door frames to be rebated & moulded and be full width of
wall with moulded architraves to detail, provide rubber door
stops to all doors.
3. All reinforced concrete work is to be in accordance with
structural engineer's details
6. All windows and external glazed doors to have burglar
proo ng to Architech's details.
12. All windows to have P.C cills, built in P.V., Pelmet boxes &
timber internal window cills & skirtings.
11. All painting to be 3 coats.
Window Name w1 Pvo w3 Pvo w4 Pvow2 Pvo
Quantity 7 7
W x H Size 900x1,200
Plan
Elevation
Window List
6 3
2000x1,800 2,400x1,800 2,000x1,200
1800 2200 200 1,200 1,600 2,200
660 2,500 3800 2200
2002,5002002002500200
2,70020027002500
Foundation Construction
DEPTH OF FOUNDATION IS TO BE DETERMINED ON SITE
TO ENG Speci cation
+600
Roof Construction
25 deg. Roof Pitch of
clay tiles on
40mm x 25mm battens xed to 100mm gauage on
100mm x 50mm Rafters on
100mm x 50mm Struts & Ties xed on
150mm x 50mm Tie beam on
100mm x 75mm Wall plate
225mm x 21mm Fascia Board.
Celotex ceiling board onto
100mm x 50mm Wallings,
75mm x 50mm Ceiling Joists, and
50mm x50mm Branderings
0
+2900
+5600
3,200 200 3600 200 2,000 3500 230 3,864 6200
3200 200 4200 200 1400 3500 230 3,600 230 2000 200 4000
2,50020020025002003,150
2,5002002002,5002002,419
0
+2900
+5600
Roof Construction
25 deg. Roof Pitch of
clay tiles on
40mm x 25mm battens xed to 100mm gauage on
100mm x 50mm Rafters on
100mm x 50mm Struts & Ties xed on
150mm x 50mm Tie beam on
100mm x 75mm Wall plate
225mm x 21mm Fascia Board.
Celotex ceiling board onto
100mm x 50mm Wallings,
75mm x 50mm Ceiling Joists, and
50mm x50mm Branderings
Foundation Construction
DEPTH OF FOUNDATION IS TO BE DETERMINED ON SITE
TO ENG Speci cation
+ 00
+600
SCALE 1:100
SECTION A
SCALE 1:100
SECTION B
Door Name
Quantity
W x H Size
Door head height
PLAN
ELEVATION
Door List
1 Pvo
8
900x2,400
2,400
1
4
900x2,400
2,400
1
2800x4000
4000
4
1
1,200x2,400
2,400
2 Pvo
4
2,000x2,400
2,400
3 Pvo
2
1, 00x2,400
2,400
75
D
L
Precast reinforced concrete
slab 100mm thick.(mix 1:2:4).
300
working level.
CROSS SECTION
230B
D
230mm thick
concrete base. LONGITUDINAL SECTION
230mm
thick
brickwall.
working level.
230230
594
3000
304 304
594
iron channel stop.
e uent
distribution
chamber.
PLAN
PERCOLATION TRENCH
SECTIONS SOAKPIT TYPE 1.
agricultural
pipes min.
fall 1:100
600x450mm cast iron
cover and frame.
PLAN OF TOP
vent
chamber.
SOAKPIT TYPE 2.
layer of
brushwood
Impervious layer and
corrugated iron
sheets or similar
Earth cover
790
1950
1,980
L
990
B
2900
3600
2300
3300
750
2500
3400
900
900
900
1000
1260
1520
1600
1860
2100
2220
NOTES AND REVISIONS.
PERCOLATION TRENCHES.
1- At least one foot of percolation trench should be provided
for every eight litres of e uent to be disposed at 24 hours.
2- When sediment is seen in e uent the tank should be
desludged without delay.
3- One trench should be at rest whilst the other is in use no
trench should be used continously for more than a month.
4- For deep tanks the cover slab should be 375mm above
working level and manholes only carried up to ground level
walls of manhole to be carried on 230x230mm concrete beams
with 68mm diameter rods.
8
12
18
24
30
36
900
900
900
900
750
750
750
750
750
750
6
DEPTH TO
INVERT
SIZES OF INSPECTION CHAMBERS
WALL
THICKNESS
Percolation
trench length in
metre run.
L DB
DIMENSIONS OF SEPTIC TANK
No OF
USERS
Capacity in
liters
Brickwork to be built in 1:6 cement mortar and rendered
internally in 1:3 cement paste 12mm thick foundation to
be 1:3:6 cement concrete.
125mm
125mm
125mm
240mm
450 x
450mm
450 x
600mm
600 x
1050mm
750 x
1050mm
115mm
115mm
225mm
225mm
10
42
FOUNDATI
ON
THICKNESS
15
30
35
1800
up to
450mm
475 x
900mm
925 x
1500mm
over
1500mm
20
25
INTERNAL
DIMENSION
S

12. DATE Sheet 04
Signature.................
CLIENT
Dealt by B A KASUJJA
PROJECT
ARCHITECT
S .M. DESIGNS
P.O.BOX 30145
KAMPALA
TITLE
JOHN ,V,TWINOMUJUNI
P.O.BOX 20026 KAMPALA
Proposed Extensions to be done on
plot No.1934 Block No. 214 Kisasi,
Nakawa Division Kampala Capital
City Authority
GENERAL NOTES
5. All waste pipes and soil pipes are to be in ducts and the bends
to have all cleaning eyes accessible from outside.
13. Timber roo ng frames & purlins to be painted with 2 coats of
approved oil preservative.
1. All dimensions to be checked on site, written dimensions to
be followed in preferance to scaled dimensions.
2. All walls to be reinforced with hoop iron at intervals of 3
courses.
4. All sanitary work to be in accordnce with Local Authorities
rules and regulations.
10. samples of ttings, materials, e.t.c, to be produced &
approved before commencing.
8. All internal plaster to be two coats - steel oat.
9. Provide G.I 125x100 rainwater down-pour pipes and 125x100
G.I box gutters with brackets, etc. where shown.
7. All door frames to be rebated & moulded and be full width of
wall with moulded architraves to detail, provide rubber door
stops to all doors.
3. All reinforced concrete work is to be in accordance with
structural engineer's details
6. All windows and external glazed doors to have burglar
proo ng to Architech's details.
12. All windows to have P.C cills, built in P.V., Pelmet boxes &
timber internal window cills & skirtings.
11. All painting to be 3 coats.
SCALE 1:100 , 1:50
10000
400
250
2,300
1,000
10,000
200850 100200400100
400
2,250
100400200 6,000
2,400
2,200
2,500
398
150
150
2,100150
300
300
150
400
230
2,500 230
Porcelain tiles
Sump to M.E's detail
R.C wall to S.E's details
400mm wide grating to detail
R.C steps to S.E's details risers=
R.C slab on d.p.m on 50mm thick
murram blinding all to S.E'sdetails
Lighting to specialist's
Ceramic Tile Finish on RC
Tanking to M.E's approval
SWIMMING POOL
175mm,treads= 250mm
murram blinding all to S.E's
details
Ceramic Tile Finish on RC
Tanking to M.E's approval
Porcelain tiles f.f
SWIMMING POOL
RC retaining wall to S.Es
RC slab to S.Es
Pump room
150 230 1,800 230 150
230 670 460 670 230
1502,600200
FOUNDATION NOTES:
- 150mm thick mass concrete oor slab
(1:3:6 mix 40mm agg) on.
- 300mm well compacted hardcore lling on.
- 230 x 690 concrete strip foundations.
- Depth of fondation to be determined on site.
- D.P.C to be provided through out the
foundation and on vertical retaining shear
walls.
Paving to a
fall
CONCRETE ROOF
NORTH ELEVATION
WEST ELEVATION
EAST ELEVATION
SCALE 1:50
SCALE 1:50SCALE 1:50
SCALE 1:50
SCALE 1:50
SCALE 1:50
SECTION C
GAURD HOUSE PLAN
SCALE 1:100
UNDERGROUND PUMP ROOM
SCALE 1:100
SECTION P
SCALE 1:100
SECTION X
SCALE 1:100
SECTION Y
SCALE 1:100
SWIMMING POOL PLAN
SWIMMING POOL AND GUARD HOUSE
261900
299
7702301,50025
2302,000230
1,4607702301,5004,000
2302,0002301,5004,000
230670
230230
670230
5900
Section C
Section C
Gate House
50mm gate
ground clearance
W1Pvo
W1Pvo
W1Pvo
W1Pvo
D1 PvoD4D5
2302,500230
2,960
2302,4002302,500230
2,6302,960
5,590
230
470
2301,800230
7002,260
2,960
2302,4002302,500230
2,6302,960
5,590
2,6307301,500730
Section P Section P
Pump room
Balance
tank
D3
1
2
3
4
5
6
6,000
3,009
5,0932,575
3000
1
2
3
4
5
6
5,503
5,863
2,573
SlopeSlope
Pump room
Balance
tank
D3
Section X Section X
Section Y
Section Y
Lighting to specialist's
400mm wide grating to detail
Sump to M.E's detail
Porcelain tiles