8 months work

GSPublisherEngine 0.21.100.100

NILE ARCHITECTSFORTH FLOOR EMBASSY PLAZAP.O.Box 7565 KAMPALATEL: 0392963792, 0779-113654KAMPALA UGANDA

PROPOSED RESIDENTIAL DEVELOPMENTON PLOT No. 5887 BlockNo.383 - 391 KITENDE, WAKISOWAKISO 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 KASUJJAP.O.BOX 16374 KAMPALA

Signiture ............................................

31,704

16,800

32,900

22,200

4,634

9,53

3

13,778

17,45515,742

9,03

6

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. Semudus Close

To Kitende Secondary

�

school

Proposed Site to be Developed

Kiosk Shops

Kite

nde

Road

sid

eM

arke

t

To E

nteb

beTo

Kam

pala

N

N




Sheet� 2

Date


DRAWING TITLE

CLIENT

PROJECT

ARCHITECT

GENERAL NOTES

SEAL DATE

CLIENTS SIGNITURE

SCALE

1:50 1: 100



Signiture ............................................

North Elevation

Eas

t Ele

vatio

n

South Elevation

Wes

t Ele

vatio

n

200

200

900

1,50

0

1,800

2,40

0

2000 1,600

2,40

0

600

1,80

0

1,40

01,

000

2,000

1,800

900

1,50

0

1,800

900

1,50

0

1,800

1,40

01,

000

1,800

200

200

900

1,50

0

900

900

1,50

0

1,800 1,800

900

1,50

0

900

1,50

0

1,500

600

1,80

0

2,000

600

1,80

0

2,000

900

2,40

0

800

1,40

01,

000

200

200

2400

900

2,40

0

D 0

1 Po

v

D 01 Pov D 01

D 01 Pov

W 01 Pov

W 0

6

D 0

5

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

D 0

1

D 0

1 Po

v

D 0

1

W 01 PovW05 Pov

D 0

1 Po

v

D 0

2 Po

v

D 0

1 Po

v

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

2,40

023

03,

300

5,90

0

3,30

023

01,

170

230

3,30

0

2,285 230 3,270 230 3,065 230 2,974 230 4,271 230 3,270 230 1,970230

2,450 230

8,17

0

5,87

1

1,80

023

03,

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 235230

878 1,800 592230

535 1,800 1,205230

611 1,800 89230

1,135 2,000 1,135230

1,035 1,200 1,035 230 1,970 230 1,800 632 230

25,607

3,87

11,

500

500

249

1,86

423

02,

070

230

2,37

023

03,

270

230

2,10

92,

300

6,33

0

247

1,86

323

02,

069

230

901

899

230

838

900

2,10

323

0

247

1,86

32,

299

6,33

1

10,7

40

10,7

40

900 814230

878 1,800 592 230 1,798 1,267 230 422 1,500 1,052230

1,136 2,000 1,135230

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-01

S-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

Store

MHMHTo Septic Tank

7.5 m2

Bathroom

5.5 m2Dressing room

19.2 m2

Master Bedroom

11.6 m2

Bedroom 1

10 m2

Bedroom 2

Non slip ceramic tiles8.2 m2

Bathroom

7.8 m2Passage

34.9 m2

Lounge & Dinning


10.4 m2

Terrace

19.7 m2Kitchen

6.89 m2

Outside Kitchen

4.7 m2


9.3 m2

Bedroom 3

4.4 m2Bedroom 3

110 172

5020

30

100

282

230 52

751,

375

7522

550

300

200

520

1

1

2

2

3

3

4

4

5

5

Detail

3,500 1,400 1,200 2,300

8,400

600

1,80

030

020

0

200

2,40

030

020

0

230 8,200 2302,10

080

02,

300

0+400

+200




Sheet� 3�

Date


DRAWING TITLE

CLIENT

PROJECT

ARCHITECT

GENERAL NOTES

SEAL DATE

CLIENTS SIGNITURE

SCALE

1:101:201:50 1: 100



Signiture ............................................

Roof Construction

Foundation Construction

400 4,600 400 4000 400 2,000 400

5,050 4,501 2,400

��

2�

�2

5025

600

5050 32

277

1,00

0

600

1,90

050

0

3,00

0

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 section6 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




Sheet� 4

Date


DRAWING TITLE� DOOR AND WINDOW SCHEDULE� DETAIL DRAWINGS OF SEPTIC TANK


Signiture ............................................

CLIENT

PROJECT

ARCHITECT

GENERAL NOTES

SEAL DATE

CLIENTS SIGNITURE


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 providedfor every eight litres of e uent to be disposed at 24 hours.2- When sediment is seen in e uent the tank should bedesludged without delay.3- One trench should be at rest whilst the other is in use notrench should be used continously for more than a month.4- For deep tanks the cover slab should be 375mm aboveworking level and manholes only carried up to ground levelwalls of manhole to be carried on 230x230mm concrete beamswith 68mm diameter rods.

8

1218

24

30

36

iron channel stop.

e uentdistributionchamber.

75

D

L

Precast reinforced concreteslab 100mm thick.(mix 1:2:4).

300

PLAN

900900

900

900

750

750

750

750

750

750

6

DEPTH TOINVERT

SIZES OF INSPECTION CHAMBERS

WALLTHICKNESS

Percolationtrench length inmetre run.

PERCOLATION TRENCHSECTIONS SOAKPIT TYPE 1.

L DB

DIMENSIONS OF SEPTIC TANK

working level.

No OFUSERS

CROSS SECTION

230B

D

Capacity inliters

Brickwork to be built in 1:6 cement mortar and renderedinternally in 1:3 cement paste 12mm thick foundation tobe 1:3:6 cement concrete.

125mm

125mm

125mm

240mm

450 x450mm

450 x600mm

600 x1050mm

750 x1050mm

115mm

115mm

225mm

225mm

agriculturalpipes min.fall 1:100

10

600x450mm cast ironcover and frame.

PLAN OF TOP

ventchamber.

230mm thickconcrete base.

LONGITUDINAL SECTION

230mmthickbrickwall.

42

FOUNDATIONTHICKNESS

SOAKPIT TYPE 2.

layer ofbrushwood

Impervious layer andcorrugated ironsheets or similar

Earth cover

15

30

35

1800

up to450mm

475 x900mm

925 x1500mm

over1500mm

20

25

working level.

INTERNALDIMENSIONS

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


W x H Size: � 1200 x 2400

No.� � 02

Door Height: 2400

Solid Timber doorto detail with 300 mmPv mosquitoe wire mesh above

Solid Metal double door with Frost glasspanes (to detai)l with 300 mm Pv mosquitoe wire mesh above

All Bathroomsstore area

All BedroomsSleeping QuatersPassageDressing room

Main Entrances

Window Details Description Location

Mark:� � W 01 Pov

W x H Size: � 1800 x 1500

No.� � 6

Bottom to sill: 900


W x H Size: � 1800 x 1000

No.� � 2

Bottom to sill: 1400


W x H Size: � 2000 x 1800

No.� � 3

Bottom to sill: 594


W x H Size: � 800 x 1000

No.� � 1



W x H Size: � 800 x 1000

No.� � 1


Steel Casement windowto detail with 300 mmPv Mosquitoe wire meshabove





BedroomsPassage area

Master Bathroomwashing Closet

sleeping quatersbathroom

Walk in Closet room

Lounge areaDinning areakitchen

Window Schedule




Sheet� 4

Date


DRAWING TITLE� DOOR AND WINDOW SCHEDULE� DETAIL DRAWINGS OF SEPTIC TANK


Signiture ............................................

CLIENT

PROJECT

ARCHITECT

GENERAL NOTES

SEAL DATE

CLIENTS SIGNITURE


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 providedfor every eight litres of e uent to be disposed at 24 hours.2- When sediment is seen in e uent the tank should bedesludged without delay.3- One trench should be at rest whilst the other is in use notrench should be used continously for more than a month.4- For deep tanks the cover slab should be 375mm aboveworking level and manholes only carried up to ground levelwalls of manhole to be carried on 230x230mm concrete beamswith 68mm diameter rods.

8

1218

24

30

36

iron channel stop.


75

D

L


300

PLAN

900900

900

900

750

750

750

750

750

750

6

DEPTH TOINVERT


WALLTHICKNESS


PERCOLATION TRENCHSECTIONS SOAKPIT TYPE 1.

L DB


working level.

No OFUSERS

CROSS SECTION

230B

D

Capacity inliters


125mm

125mm

125mm

240mm

450 x450mm

450 x600mm

600 x1050mm

750 x1050mm

115mm

115mm

225mm

225mm


10


PLAN OF TOP

ventchamber.

230mm thickconcrete base.

LONGITUDINAL SECTION


42

FOUNDATIONTHICKNESS

SOAKPIT TYPE 2.

layer ofbrushwood


Earth cover

15

30

35

1800

up to450mm

475 x900mm

925 x1500mm

over1500mm

20

25

working level.

INTERNALDIMENSIONS

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


W x H Size: � 900 x 2400

No.� � 06

Door Height: 2400


W x H Size: � 1200 x 2400

No.� � 02

Door Height: 2400

Solid Timber doorto detail with 300 mmPv mosquitoe wire mesh above

Solid Metal double door with Frost glasspanes (to detai)l with 300 mm Pv mosquitoe wire mesh above

All Bathroomsstore area

All BedroomsSleeping QuatersPassageDressing room

Main Entrances

Window Details Description Location


W x H Size: � 1800 x 1500

No.� � 6

Bottom to sill: 900


W x H Size: � 1800 x 1000

No.� � 2



W x H Size: � 2000 x 1800

No.� � 3

Bottom to sill: 594


W x H Size: � 800 x 1000

No.� � 1



W x H Size: � 800 x 1000

No.� � 1







BedroomsPassage area

Master Bathroomwashing Closet

sleeping quatersbathroom

Walk in Closet room

Lounge areaDinning areakitchen

Window Schedule

DATE Sheet 01

Signature.................

CLIENT

Dealt by B A KASUJJA

PROJECT

ARCHITECT

S .M. DESIGNSP.O.BOX 30145KAMPALA

TITLE

JOHN ,V,TWINOMUJUNIP.O.BOX 20026 KAMPALA

Proposed Extensions to be done onplot No.1934 Block No. 214 Kisasi,Nakawa Division Kampala CapitalCity 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 bendsto have all cleaning eyes accessible from outside.

13. Timber roo ng frames & purlins to be painted with 2 coats ofapproved oil preservative.

1. All dimensions to be checked on site, written dimensions tobe followed in preferance to scaled dimensions.

2. All walls to be reinforced with hoop iron at intervals of 3courses.

4. All sanitary work to be in accordnce with Local Authoritiesrules 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 125x100G.I box gutters with brackets, etc. where shown.

7. All door frames to be rebated & moulded and be full width ofwall with moulded architraves to detail, provide rubber doorstops to all doors.

3. All reinforced concrete work is to be in accordance withstructural engineer's details

6. All windows and external glazed doors to have burglarproo 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 Ntinda Town

To Kisasi Town

Kisota

Road

To Karere

KisasiRoundaboutNorthern bypass

Ndererereactioncenter

Watoto Church

Access Road

Plot 1934 to bedeveloped

Kisasi Mosque

35,000

31,000

39,0

00

43,0

94

MH

MH

MH

MH

MH MH

MH

MH

MH

MH

MH

MH

3,00

0

1500

8600

8200

6500

19,500

4100

3,000

6,209

6,00

0

16,1

76

32,318

29,2

94

20,6

52

3,009

5,503

2,50

0

4,874

5,951

8,259

30,3

27

3000

1 2 3 4 5 6 21,275

Slop

eSl

ope Pump room

Balance tank

DATE Sheet 01

Signature.................

CLIENT


PROJECT

ARCHITECT


TITLE



GENERAL NOTES

SITE LOCATION AND SITE LAYOUT

SCALE 1: 100 ,














N

N

SITE LOCATION

SCALE 1:100

SITE LAYOUT

Road reserve

To Nambole Stadium

To Ntinda Town

To Kisasi Town

Kisota

Road

To Karere

KisasiRoundaboutNorthern bypass

Ndererereactioncenter

Watoto Church

Access Road

Plot 1934 to bedeveloped

Kisasi Mosque

35,000

31,000

39,0

00

43,0

94

MH

MH

MH

MH

MH MH

MH

MH

MH

MH

MH

MH

3,00

0

1500

8600

8200

6500

19,500

4100

3,000

6,209

6,00

0

16,1

76

32,318

29,2

94

20,6

52

3,009

5,503

2,50

0

4,874

5,951

8,259

30,3

27

3000

1 2 3 4 5 6 21,275

Slop

eSl

ope Pump room

Balance tank

DATE Sheet 03

Signature.................

CLIENT


PROJECT

ARCHITECT


TITLE



GENERAL NOTES

SECTIONS, SEPCTIC TANK AND DOOR WINDOWSCHEDULE

SCALE 1;100














Window Name w1 Pvo w3 Pvo w4 Pvo w2 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

200

2,50

020

020

025

0020

0

2,70

020

027

0025

00

Foundation ConstructionDEPTH OF FOUNDATION IS TO BE DETERMINED ON SITETO ENG Speci cation

+600

Roof Construction

25 deg. Roof Pitch ofclay tiles on40mm x 25mm battens xed to 100mm gauage on100mm x 50mm Rafters on100mm x 50mm Struts & Ties xed on150mm x 50mm Tie beam on100mm x 75mm Wall plate225mm x 21mm Fascia Board.Celotex ceiling board onto100mm x 50mm Wallings,75mm x 50mm Ceiling Joists, and50mm 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

2,50

020

020

025

0020

03,

150

2,50

020

020

02,

500

200

2,41

9

0

+2900

+5600

Roof Construction25 deg. Roof Pitch ofclay tiles on40mm x 25mm battens xed to 100mm gauage on100mm x 50mm Rafters on100mm x 50mm Struts & Ties xed on150mm x 50mm Tie beam on100mm x 75mm Wall plate225mm x 21mm Fascia Board.Celotex ceiling board onto100mm x 50mm Wallings,75mm x 50mm Ceiling Joists, and50mm x50mm Branderings


+�00+600

SCALE 1:100

SECTION ASCALE 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


300

working level.

CROSS SECTION

230B

D

230mm thickconcrete base. LONGITUDINAL SECTION


working level.

230230 594

3000

304 304

594

iron channel stop.


PLANPERCOLATION TRENCHSECTIONS SOAKPIT TYPE 1.



PLAN OF TOP

ventchamber.

SOAKPIT TYPE 2.

layer ofbrushwood


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 providedfor every eight litres of e uent to be disposed at 24 hours.

2- When sediment is seen in e uent the tank should bedesludged without delay.

3- One trench should be at rest whilst the other is in use notrench should be used continously for more than a month.

4- For deep tanks the cover slab should be 375mm aboveworking level and manholes only carried up to ground levelwalls of manhole to be carried on 230x230mm concrete beamswith 68mm diameter rods.

8

1218

24

30

36

900900

900

900

750

750

750

750

750

750

6

DEPTH TOINVERT


WALLTHICKNESS


L DB


No OFUSERS

Capacity inliters


125mm

125mm

125mm

240mm

450 x450mm

450 x600mm

600 x1050mm

750 x1050mm

115mm

115mm

225mm

225mm

10

42

FOUNDATIONTHICKNESS

15

30

35

1800

up to450mm

475 x900mm

925 x1500mm

over1500mm

20

25

INTERNALDIMENSIONS

DATE Sheet 02

Signature.................

CLIENT


PROJECT

ARCHITECT


TITLE



GENERAL NOTES

PROPOSED PLANS AND ELEVATIONS FOREXTENSION

SCALE 1;100














KEY

EXISITINGWALL TO REMAIN

NEW WALLS TO BE BUILT

KEY

EXISITINGWALL TO REMAIN

NEW WALLS TO BE BUILT

SOUTH ELEVATIONSCALE 1:100

EAST ELEVATIONSCALE 1:100

North Elevation

North Elevation

Eas

t Ele

vatio

nE

ast E

leva

tion

NORTH ELEVATION

GROUND FLOOR PLAN

FIRST FLOOR PLANSCALE 1:100

SCALE 1:100

SCALE 1:100

WEST ELEVATIONSCALE 1:100

�es

t Ele

vatio

n�

est E

leva

tion

�o�th Elevation

�o�th Elevation

Section B Section B

200

4,01

5

2,297 900 230 2,476 900 839200 296

900 221 3,515 230 3,600 230 743 900 1,357 230 2,988 230

13,6

91

6,51

5

3,79

020

01,

780

200

1,60

5

230

3,98

420

011

390

018

820

03,

585

230 3,633 200400

200 4,915 230 3,600 230

13,6

91

230 603 2,000 567230

619 2,000 1,614 200 2,000 520 2,000 395230

800 2,000 800230

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 788230

1,054 2,000 599 2,000 806

3,170 6,217

230

3,79

020

090

088

020

01,

605

230

230

391

230

1,63

523

01,

365

1,34

523

0

1,59

54,

220

900

2,91

51,

575

621

1,86

5

230 483 2,000 687230

622 2,000 980200

648 900282 200

769 2,000 746230

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 746230

1,124 2,000 476 230 2,000 4,447

23,485

23,485

230

2,27

023

023

82,

400

897

2,40

058

0200

952

2,00

01,

064

230

2,50

046

82,

400

897

2,40

01,

732

2,00

01,

294

3,56

023

02,

600

3,98

420

01,

201

200

1,40

020

01,

985

Section A

Section A

STUDYROOM

BALCONY

MINORLOUNGE

40.5 m2

BATHDRESSROOM

MASTERBEDROOM

BEDROOM .1BEDROOM .2

BEDROOM .3 STAIRSBATH

GIRL'SBEDROOM

BATH

DRESSAREA

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 m23.66 m2

11.94 m2

PASSAGE 20.92 m2

15.57 m2

BALCONY10. 30 m2











W3Pvo

W3Pvo

W4Pvo

W3Pvo

W1Pvo

W2Pvo

W2Pvo

W2Pvo

W4Pvo

W4PvoW2

Pvo

D1

D1Pvo

D1

D2Pvo

D2Pvo

D1Pvo

D1Pvo

D1Pvo

D1Pvo

�

�

�

�

�

�

�

�

�

�

�

�

�

�

��

��

��

��

��

��

��

��

��

��

230 1,152 230 1,615 200 3,015

230

3,56

023

01,

360

230

1000

230

660

2,50

038

00

13,6

90

515

900

4,35

590

067

2

3,170 230 1,410 900 1,305 200 2,000 3,363 152230 165

900 2,541 230 6,230 230

6,50

023

01,

170

306

900

1,62

5

835 1,500 835230

622 2,000 993200

617 2,000 513 2,000 385230

800 2,000 806230

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 900326 230 219

900 463 1,500 731 1,500 4,246 315 900 1,027 900 481230 87

900165 245 320

900380

200 3,015 230

562 900 712 900 776 900 463 1,500 731 1,500 4,246 315 900 1,027 900481 317

900 730 900 3,825

230

238

2,40

089

72,

400

56523

01,

034

2,00

096

723

0

2,50

023

023

82,

400

897

2,40

01,

829

2,00

01,

197

230

2,27

0

230

390

230

1,63

523

01,

365

230

361

2,00

088

02,

000

529

200

1,60

523

01,

345

230

620

1,86

51,

595

591

2,00

088

02,

000

2,33

423

01,

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

GUESTBEDROOM

KITCHEN

FAMILYROOM

DININGROOM ROOM

GYM

LAUNDARY

EXECTIVE LOUNGE40.6 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

STAIRS9.75m2

16.77 m211.69 m2

MH MH

MH MH MH

MH

MH




Non slip ceramic tilesNon slip ceramic tiles



Non slip ceramic tilesNon slip ceramic tiles




W1Pvo

W2Pvo

W3Pvo

W3Pvo

W2Pvo

W2Pvo

W2Pvo

W2Pvo

D1

D1

D1Pvo

D1Pvo

D1

D2Pvo

D3Pvo

GT

GT

GT

GT

GT

MH MH

D2Pvo

W1Pvo

W1Pvo

Section A

Section A

13,6

90

200

1,98

523

0

DATE Sheet 03

Signature.................

CLIENT


PROJECT

ARCHITECT


TITLE



GENERAL NOTES

SECTIONS, SEPCTIC TANK AND DOOR WINDOWSCHEDULE

SCALE 1;100














Window Name w1 Pvo w3 Pvo w4 Pvo w2 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

200

2,50

020

020

025

0020

0

2,70

020

027

0025

00


+600

Roof Construction

25 deg. Roof Pitch ofclay tiles on40mm x 25mm battens xed to 100mm gauage on100mm x 50mm Rafters on100mm x 50mm Struts & Ties xed on150mm x 50mm Tie beam on100mm x 75mm Wall plate225mm x 21mm Fascia Board.Celotex ceiling board onto100mm x 50mm Wallings,75mm x 50mm Ceiling Joists, and50mm 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

2,50

020

020

025

0020

03,

150

2,50

020

020

02,

500

200

2,41

9

0

+2900

+5600

Roof Construction25 deg. Roof Pitch ofclay tiles on40mm x 25mm battens xed to 100mm gauage on100mm x 50mm Rafters on100mm x 50mm Struts & Ties xed on150mm x 50mm Tie beam on100mm x 75mm Wall plate225mm x 21mm Fascia Board.Celotex ceiling board onto100mm x 50mm Wallings,75mm x 50mm Ceiling Joists, and50mm x50mm Branderings


+�00+600

SCALE 1:100

SECTION ASCALE 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


300

working level.

CROSS SECTION

230B

D

230mm thickconcrete base. LONGITUDINAL SECTION


working level.

230230 594

3000

304 304

594

iron channel stop.


PLANPERCOLATION TRENCHSECTIONS SOAKPIT TYPE 1.



PLAN OF TOP

ventchamber.

SOAKPIT TYPE 2.

layer ofbrushwood


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 providedfor every eight litres of e uent to be disposed at 24 hours.

2- When sediment is seen in e uent the tank should bedesludged without delay.

3- One trench should be at rest whilst the other is in use notrench should be used continously for more than a month.

4- For deep tanks the cover slab should be 375mm aboveworking level and manholes only carried up to ground levelwalls of manhole to be carried on 230x230mm concrete beamswith 68mm diameter rods.

8

1218

24

30

36

900900

900

900

750

750

750

750

750

750

6

DEPTH TOINVERT


WALLTHICKNESS


L DB


No OFUSERS

Capacity inliters


125mm

125mm

125mm

240mm

450 x450mm

450 x600mm

600 x1050mm

750 x1050mm

115mm

115mm

225mm

225mm

10

42

FOUNDATIONTHICKNESS

15

30

35

1800

up to450mm

475 x900mm

925 x1500mm

over1500mm

20

25

INTERNALDIMENSIONS

DATE Sheet 04

Signature.................

CLIENT


PROJECT

ARCHITECT


TITLE



GENERAL NOTES














SCALE 1:100 , 1:50

1000

0

400

250

2,300

1,00

0

10,000

200850 100200400100

400

2,25

0

100400200 6,0002,

400

2,20

0

2,500

398

150

150

2,10

015

030

0

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 thickmurram blinding all to S.E'sdetails

Lighting to specialist's

Ceramic Tile Finish on RCTanking to M.E's approval

SWIMMING POOL

175mm,treads= 250mm

murram blinding all to S.E'sdetails

Ceramic Tile Finish on RCTanking 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

150

2,60

020

0

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 afall

CONCRETE ROOF

NORTH ELEVATION

WEST ELEVATION

EAST ELEVATION

SCALE 1:50

SCALE 1:50SCALE 1:50

SCALE 1:50

SCALE 1:50

SCALE 1:50SECTION 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

261900299

7702301,50025

2302,000230

1,4607702301,5004,000

2302,0002301,5004,000

230

67023

023

0 670

230

5900

Section C

Section C

Gate House

50mm gateground clearance

W1Pvo

W1Pvo

W1Pvo

W1Pvo

D1 PvoD4D52302,500230

2,960

230

2,40

023

02,

500

230

2,63

02,

960

5,59

0

230470

2301,800230

7002,260

2,960

230

2,40

023

02,

500

230

2,63

02,

960

5,59

0

2,63

073

01,

500

730

Section P Section P

Pump room

Balance tank

D3

1 2 3 4 5 6

6,00

0

3,009

5,0932,575

3000

1 2 3 4 5 6

5,503

5,863

2,573

Slop

eSl

ope

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

Documents

8 months work