0 chengula ARCHITECTURAL.pdf

GSPublisherEngine 0.0.100.100

General Notes

Project Title:

CONSULTANT:

Date:Scale:

Title:

Client:

Designed by

PROPOSED RESIDENTIAL /COMMERCIAL BUILDING TO BE

BUILT ON PLOT NO 188 BLOCK AKIGOGO DAR ES SALAAM

Drawn by

9/13/2015

THEODORA PIUS MWANSASUP.O. BOX 3690 DAR ES SALAAM

Sheet No: 1

O.S.

E.S.

1:125

SITE

20 x 150 = 3,000

1

2

3

4

5

6 7

8

9

10

11

12

1314

15

16

17

18

19 20

2,300

4,850

1504,850

1501,000

150

1504,850

150

1503,700

150

1504,850

150

13,896

15500

27,930

3,000

1,20013100

1200

2,879

SH

OP

SH

OP

SH

OP

SH

OP

SH

OP

SH

OP

SH

OP

SH

OP

SH

OP

ACCESS TO HOUSES

OP

EN

TO

BE

LOW

SHOPPING CORRIDOR

PLOT AREA: ..............431.101 sq.m.

Built up area:Ground oor........334.41sq.m.Typical 1st to 7th.....334.41 x7 =2340.87sq.m.Basement..........334.41 sq.m.Total built up area=3009.69 sq.m.Plot ratio:.................. 6.9Plot coverage:............75%


General Notes

Project Title:

CONSULTANT:

Date:Scale:

Title:

Client:

Designed by



Drawn by

9/13/2015


Sheet No: 2

O.S.

E.S.

1:100

BASEMENT

20 x 150 = 3,000

1

2

3

4

5

6 7

8

9

10

11

12

1314

15

16

17

18

19 20

5,0005000

4,650 5,200 4,950 5,200 4,650 3,000

5,0005,000

3,500

2,795 4,650 5,200 4,950 5,200 4,650

ACCESS RAMP

PA

RK

ING

PA

RK

ING

PA

RK

ING

PA

RK

ING

S

S


General Notes

Project Title:

CONSULTANT:

Date:Scale:

Title:

Client:

Designed by



Drawn by

9/13/2015


Sheet No: 3

O.S.

E.S.

1:100

GROUND FLOOR

20 x 150 = 3,000

1

2

3

4

5

6 7

8

9

10

11

12

1314

15

16

17

18

19 20

2,3004,475

3,0003,425

4,850

4,650 5,200 4,950 5,200 4,650

5,0005,000

3,500

4,650 5,200 4,950 5,200 4,650

5,0005,000

3,500

13,500

24,650

24,650

1504,850

1501,000

150

1504,850

150

1503,700

150

1504,850

150

SH

OP

SH

OP

SH

OP

SH

OP

SH

OP

SH

OP

SH

OP

SH

OP

SH

OP

ACCESS TO HOUSES

OP

EN

TO

BE

LOW

SHOPPING CORRIDOR

S

S


General Notes

Project Title:

CONSULTANT:

Date:Scale:

Title:

Client:

Designed by



Drawn by

9/13/2015


Sheet No: 4

O.S.

E.S.

1:100

TYPICAL 1st to 6th FL

1 1

2 2

3 3

4 4

AA

BB

CC

DD

EE

FF

20 x 150 = 3,000

1

2

3

4

5

6 7

8

9

10

11

12

1314

15

16

17

18

19 20

1503,600

1506,100

1503,350

150150

9001,800

900150

1,9253,500

6751501,475

1,875150

4,650 5,200 4,950 5,200 4,650

150 3,225 150 1,400150

1,400 150 3,300 150 4,800 150 3,300 150 1,600 150 3,300 150 1,050 150

150 675 1,800 750275

1,275 150

150 750 1,800 750150

1,475 1,850 1,475150750 1,800 750 150

1,000 300150750 1,800 750

1501,050 150

5,616624150

150450

150 4,374150

1,000230

1501,200

1502,000

150

1501,200

150800

1001,100

150

150900

1,800900

150150

1,9253,500

675150

1501,475

1,875150

150 1,600

1,0002,808

1,000230

1503,600

1503,475

1501,200

150

150 1,210 150 1,940 150 750 150

150 5,350 150

1501,125

150

150 1,600 150

150900

150

100450

150

150 500 100

150 2,100 100 1,100 150

150 1,283 3,812 1,254 150

2001,372

3,653150

150 1,200 200 2,000 200 1,200 150

1501,200

2001,950

200

150 3,225 150 1,400 150 1,400 150 3,300 150

150 2,100 100 1,100 150

1501,800

150

1502,250

150900

150150 750 150

1501,100

1001,050

150900

150

150900

1503,775

150

150 5,475 150 2,600 150

1501,200

150

1501,200

150480

150

150 1,575 150138 1,051

1502,250

150

150480

150

150 1,250 100 1,575 150

1501,200

1502,775

150355

150

150 1,400 150

150 625100

1,100 100 1,275 150

1501,200

1503,280

150

150355

150

1501,200

150350

1002,325

150

150 750100550 150

1501,200

1503,275

150

150 6,400 150

1504,625

150

150 1,600 150

4,650 5,200 4,950 5,200 4,650

24,650

5,0005,000

3,50013,500

4,975150

1,125150

150 2,925 150 1,400 150 3,200 150 1,400 150 3,000 150 6,400 150150 3,600 150

150 900 1,800 900 150150 625150 1,975 300 791 2,500 834 150

150 600 1,800 600 150

5,0005,000

3,500150

9001,800

600150

3,775150

1,830150720

1,7781,503

150

BEDROOMBEDROOM

BEDROOM

BEDROOM

BEDROOM

OPEN TO BELOW

KITCHEN

KITCHENKITCHEN

BE

DR

OO

M

BALCONY

SITTING CUM DINING

MASTER BEDROOM

BA

LCO

NY

SITTING CUM DINING

SITTING CUM DINING

PASSAGE

S

S


General Notes

Project Title:

CONSULTANT:

Date:Scale:

Title:

Client:

Designed by



Drawn by

9/13/2015


Sheet No: 5

O.S.

E.S.

1:100

ROOF PLAN

1 1

2 2

3 3

4 4

AA

BB

CC

DD

EE

FF

S-S

S-S


General Notes

Project Title:

CONSULTANT:

Date:Scale:

Title:

Client:

Designed by



Drawn by

9/13/2015


Sheet No: 6

O.S.

E.S.

1:150

SECTION

4,650 5,200 4,950 5,200 4,650

3,753

3,150

3,150

3,150

3,150

3,150

3,150

3,150

900

1,800

300

0.00

+3.75

+6.9

+10.05

+13.2

+16.35

+19.5

+22.65

+25.8

+29.0

3180

2,280

150

3,603

150

3,000

150

3,000

150

3,000

150

3,000

150

3,000

150

3,000

150

3,000

150

754

445

1800

1000

1000

1000

1000

1000

1000

1000

BASEMENT

SHOPS

APARTMENTSAPARTMENTS

APARTMENTS

APARTMENTS

APARTMENTS

APARTMENTS

APARTMENTS

APARTMENTS

APARTMENTS


General Notes

Project Title:

CONSULTANT:

Date:Scale:

Title:

Client:

Designed by



Drawn by

9/13/2015


Sheet No: 7

O.S.

E.S.

1:125

ELEVATION

4 3 2 1

3,500 5,000 5,000

1 2 3 4

5,000 5,000 3,500

FRONT ELEVATION REAR ELEVATION


General Notes

Project Title:

CONSULTANT:

Date:Scale:

Title:

Client:

Designed by



Drawn by

9/13/2015


Sheet No: 8

O.S.

E.S.

1:125

RIGHT ELEVATION

4,650 5,200 4,950 5,200 4,650


General Notes

Project Title:

CONSULTANT:

Date:Scale:

Title:

Client:

Designed by



Drawn by

9/13/2015


Sheet No: 9

O.S.

E.S.

1:125

LEFT ELEVATION

4,650 5,200 4,950 5,200 4,650


General Notes

Project Title:

CONSULTANT:

Date:Scale:

Title:

Client:

Designed by



Drawn by

9/13/2015


Sheet No: 10

O.S.

E.S.

IMAGES


General Notes

Project Title:

CONSULTANT:

Date:Scale:

Title:

Client:

Designed by



Drawn by

9/13/2015


Sheet No: 11

O.S.

E.S.

IMAGES


General Notes

Project Title:

CONSULTANT:

Date:Scale:

Title:

Client:

Designed by



Drawn by

9/13/2015


Sheet No: 12

O.S.

E.S.

SEPTICS

493 225

1,952

493 1,287 493 644 579 644

493 493 1,287 493 493

100

0m

m m

inva

riabl

e21

5

3,218

107

644

493 3,772 493 2,321 493

L

1,286

483

493

965

493

493 1,287 493 S 493 1,287 49349

349

3W

493

493

1,287

483

493 493 W 493 493

322

D32

253

642

9

1,287

1,287

322

322

965

322

644

1,287

fluid level

150mm conc.grade 20/19with mesh S193

600x450mm SABS type 9Ccover and frame

Approved geotextilemembrane

600x450mm SABS type 9Ccover and frame600x450mm SABS type 9C

cover and frame600x450mm SABS type 9Ccover and frame


Approved biddingcloth all round

20-75 mm Clean Granularfill tampered in place in thepercolation trench.

110mm perforatedpitch - fibre pipe

sand

Honeycombbrickwork.

230mm bafflewall

Measuring stick

50mm of crushedstones to prevent scour

Test Hole

Reference Board



SECTION 2 - 2 1:20

SECTION 3 - 31:20

SECTION THROUGH A SUMP1:20

SECTION 1 - 11:20

SCHEDULE OF SEPTIC TANK AND SOAKAWAYS

SEPTIC TANK PLAN1:20

DISTRIBUTION BOX1:20

2

1 1

3

3

2

GLGLGL GL GL GL

15m

m sa

nd/c

emen

tpl

aste

r to

inte

rnal

wal

ls

150mm r.c.slab grade 25/19 with top &bottom mesh as scheduled

SOAKAWAYS LENGTH "S" [m]SEPTIC TANK DETAILS

Percolation Rate (minutes per 25mm)No. ofPersons

Sewage

Depth "D" [m]Roof Slabmesh

Width

"W" [m] "L" [m]

Length

Cu. m >4mins 5mins 10mins 15mins 30mins

1

2

3

4

5

6

7

8

10 or Less

11-15

16-20

21-25

26-35

36-50

1.200

1.350

1.500

1.500

1.500

1.750

1.750

1.750

1.000

1.000

1.000

1.100

1.250

1.450

1.650

1.790

2.800

3.100

3.300

3.800

4.500

4.750

5.250

6.000

3.450 5.000 7.500

11.2507.5004.185

4.950 10.000 15.000

18.75012.5006.270

8.440 17.500 26.250

12.050 25.000 37.500

52.25035.00015.160

18.795 45.000 60.000

15.000

22.500

30.000

37.500

52.500

75.000

105.000

120.000 145.000

130.000

100.000

70.000

50.000

40.000

30.000

20.00010.000

15.000

20.000

25.000

35.000

50.000

70.000

75.000

245

245

245

245

395

395

395

395

Capacity

76-100

51-75

Type

TYPICAL PERCOLATION TEST HOLE 1:20

STANDARD PERCOLATION TEST PROCEDURE

1. Excavate percolation test hole with diameter between 100mm to 300mm at a depth of soakaway trench by hand or auger.

2. Cover the bottom of the test hole with 50mm layer of 20mm crushed stones to protect the bottom of from scouring.

3. Soak the ground by filling the test hole with water to a depth of 300mm and maintain this level by adding water for at least four (4) hours. (In sand soil with little or no clay soaking is not necessary).

4. Fill the test hole with water to a depth of 150mm and measure the drop of water level over a period of 30 minutes or until the water has drained away. (At least three measurement are to be made)

Documents

0 chengula ARCHITECTURAL.pdf