1. EASTERN ELEVATION SCALE 1:100
205*142
Hollow square
bricks.
ROOF PITCH NOTES = 30
Decra roofing tiles on 38*50mm battens
150*50 timber rafters,struts and ties,
tie -beam
100*160mm walll plate
P.V P.V
P.V P.V
P.V
200*25mm timber facia
board painted to approval
Granite stone cladding
0 Ground floor
+0.000-
1 story
+0.2800-
+0.5600-
2 story
+0.8400-
3 story
Steel casement window
to schedule
P.V P.V P.V P.V P.V P.V P.V
P.V
BACK ELEVATION SCALE 1:100
200*50mm
mouldings
0 Ground floor
+0.000-
1 story
+0.2800-
+0.5600-
2 story
+0.8400-
3 story
200*25mm timber facia
board painted to approvalSteel casement window
to schedule
Steel casement window
to schedule
Granite stone cladding
205*142
Hollow square
bricks.
ROOF PITCH NOTES = 30
Decra roofing tiles on 38*50mm battens
150*50 timber rafters,struts and ties,
tie -beam
100*160mm walll plate
Horizontal sun shading device
Granite stone cladding
200*25mm timber facia board painted to approval
0 Ground floor
+0.000-
1 story
+0.2800-
+0.5600-
2 story
+0.8400-
3 story
200*50mm
mouldings
FRONT ELEVATION
Steel casement window
to schedule
P.V
P.V P.V
SCALE 1:100
P.V
0 Ground floor
+0.000-
1 story
+0.2800-
+0.5600-
2 story
+0.8400-
3 storyROOF PITCH NOTES = 30
Decra roofing tiles on 38*50mm battens
150*50 timber rafters,struts and ties,
tie -beam
100*160mm walll plate
200*25mm timber facia
board painted to approval
P.V P.V
P.V P.V
P.VP.V P.VP.V
200*50mm
mouldings
Steel casement window
to schedule
Granite stone cladding
Steel casement door to
schedule
WESTERN ELEVATION SCALE 1:100
0.2002.8002.800
3.600
MASTER BEDROOM
KITCHEN KITCHEN
YARD
LOUNGE
Entry
hall
SECTION O1 SCALE 1:100
BALCONY
P.V P.V
P.V P.V P.V
FOUNDATION NOTES
0 Ground floor
+0.000-dpc
150 thick rc floor slab
1000 guage polythin sheet dpm
50 mm thick quarry dust blinding
300 mm well compacted,handpackedhard filling
600*200 foundation strip
(all to S.E's details)
1 story
200*25mm timber facia
board painted to approval
300*200 thick rc ring
beam to S.E's detail
0
12mm thick softboard ceiling fixed
50*50mm cypress timber brandening
600 mm c/c
+0.2800-
+0.5600-
2 story
Steel casement window
to schedule
+0.8400-
3 storyROOF PITCH NOTES = 30
Decra roofing tiles on 38*50mm battens
150*50 timber rafters,struts and ties,
tie -beam
100*160mm walll plate
1. This drawing is copyright
2. Do not scale off this drawing
3. All levels and dimensions to be checked on site before any
building work commences
4. Any discrepancies to be reported to the office of the consultant
5. All work to be strictly in accordance to with the standard
specifications and notes
6. This drawing is to be read in conjunction with specifications and all
other relevant drawings
7. Walls below 200mm thick to be reinforced with hoop iron at every
alternate course
8. Depth of foundations to be decided on site
9. pv denotes permanent air vents over doors and windows as
shown on drawings
10. A single layer of 3-ply bituminous felt to be provided between
masonry and r.c. work
11. Drain pipes passing under tarmac, driveways, and buildings to be
encased in 150mm thick concrete sorround
12. All reinforced concrete work to Structural Engineer's drawings
13. All sanitary works to the entire satisfaction of MoH
14. All roads, storm water drainage and foul sewerage to
Civil Engineer's drawings
NOTES
Rev. Date Description
REVISIONS
Project Title
RONALD OGANDO SEWE
Client
PROPOSED RESIDENTIAL
DEVELOPMENT ON PLOT LR________
MOMBASA
Drawing Title
Site plan, ground floor plan,1 st
floor and roof plan.
Drawn by:
Checked by
Date:
January 2014
Scale 1:100
OMNDE STEVEN
0724120936
Job No... 02/2014 Revisions
ACH DONALD OUMA