2,200 30,300

1,200
A C C E S S R O A D
Elevation C Elevation D 14,500
Scale 1 : 100 Scale 1 : 100

MH

Soak
Pit
Septic Tank

1,300
MH MH MH

2,000 30,500

36,000
Elevation A Elevation B
Scale 1 : 100 Scale 1 : 100

20,900
ROOF CONSTRUCTION
12,400
1,200 3,200 8,000 30 Roof pitch
Y9

28 guage iron ridge on

600 200 3,199 900 1,527 1,200 1,109 600 3,464 200 600
28 guage galvanised iron sheets on
75X 50 timber purlins on
600

600
200

100X50 timber rafters on

200
1,200

1,654 200

200

200

100X50 timber struts & ties on

1,000

1,121

150X50 timber tie beam on

100X75 timber wall plate on
200

1,200
3,000

load bearing walls

3,700
1,200

2,000

5,600

200 4,200 200 3,001 200 999 200 3,200 200

1,911
200

200
1,510
5,600

200

2,000
1,300

D
600

B
1,200

200 6,001 200 2,399 200 3,200 200

3,000
11,700

11,700

3,307
200

200

1,898
1,357

200

254
4,300
1,500
1,500

4,100

4,100

300 23,200
3,000

900 1,200
200 1,600 200 4,200 200 3,600 200
4,900

4,700

3,070
200
3,679

1,800

1,800
200
200

200

600

FOUNDATION NOTES
B.P DESIGN MOMENTS
Y9

600 200 3,094 1,200 646 1,500 2,009 1,500 2,051 200 600

1,200 6,400 3,800 1,000 25mm thick cement -sand scread on Architects' stamp Job tittle' Proposed Residencial building
227mm thick mass concret on Scale 1 : 100
to be built at Kakerenge

Block Plan
12,400 200mm thick well compacted hard core on Wakiso District Plot ... Block ....
well compacted marrum

A depth of foundation to be determined on site

Client; WALIKIRA ASAPH

SECTION 49
Ground Floor Plan
Signature
Scale 1 : 100
Description
Scale 1 : 100
Scale 1:100
Date Feb. 2024
Checked by:
Drawn by: LD Tel 0772911364