Alangos bungalow final pdf

E-04
12.150
0.600
0.150
0.150
0.600
1.500 0.150
0.150 3.000 0.150 3.000 0.150
0.150 2.400
1.350
2.100
1.000
4.500
3.000
S-01
S-01
0.900
1.200
2.100
0.150
0.600
0.150
0.150
1.500 0.150
1.650
0.150 3.750 0.150 1.200
0.150 2.400
12.150
E-02
8.150
3.180
0.750
3.300
1.650
6.700
2.619
3.300
4.003
1.650
0.150
0.150
2.400
0.200
8.900
3.400
0.200 1.000
0.200
0.600
0.200
1.000 0.200
Z1
Z1
0.200 1.000
0.200
0.600
0.200
1.000 0.200
3.400
RIGHT HAND ELEVATION (002) LEFT HAND ELEVATION (004)
REAR ELEVATION (003)
Eaves overhang line
3.514
Eaves overhang line
3.150
3.150
3.514
Hip line
fall
fall
Ridge line
fall
4.808
3.150
Eaves overhang line
fall
5.763
6.293
Valley line
1.953
3.323
Eaves overhang line
4.700
Ridge line
4.740
Ridge line
Valley line
fall
Ridge line
Valley line
Valley line
Hip line
Eaves overhang line
1.939
2.700
Ridge line
4.808
Ridge line
1.953
3.323
Valley line
fall
fall
Ridge line
3.463
Hip line
fall
3.463
3.750
Eaves overhang line
fall
Eaves overhang line
SCHEDULE FOR DOORS AND WINDOWS
DOOR SCHEDULE
MKNO. WIDTH HEIGHT QTY REMARKS
D1 1200 2100 2 DOUBLE STEEL CORE DOOR.
D2 900 2100 2 SINGLE STEEL CORE DOOR.
D3 900 2100 3 STD BATTENED DOOR.
D4 750 2100 2 STD FLUSH DOOR.
WINDOWS SCHEDULE
WI 1800 1200 2 STEEL CASEMENT WINDOW.
W2 1500 1200 4 STEEL CASEMENT WINDOW.
W3 900 1200 2 STEEL CASEMENT WINDOW.
W4 600 600 2 STEEL CASEMENT WINDOW.
GW1 2600 1500 1 GRILL WINDOW
GW2 2100 1500 2 GRILL WINDOW
GW3 1200 1500 1 GRILL WINDOW
Section
Ring beam specifications
3mm diameter lateral
ties @ 192 mm c/c
4-12mm diameter bars
GENERAL NOTES
1.All dimensions are in mm unless otherwise specified.
2.Drawings are not to be scaled,only figured dimensions to
be used.
3.All dimensions must be checked before construction
comences
CONSTRUCTION
4.All slab at ground level to be poured over 1000 gauge
polythene sheet on 50mm murram blinding on hardcore.
5.All soil at ground around and under foundation to be treated
with Aldrex or Rentokil to stop termite attacks.
CIVIL
6.All soil on cut embarkment to be stabalised.The slope not to
exceed the natural angle of response.
STRUCTURAL
7.All black cotton soil to be removed from all building and paved
surfaces.
8.For all R.C work refer to structural Engineers details.
9.Foundation depth to be determined on the site to S.Es approval.
10.All walls less than 150mm thick to be reinforced with hoop iron
at every alternate course.
11.All adjascent R.C work and masornary wall to be tied with strip
iron at every alternate course.
MECHANICAL
12.All plumbing and drainage to comply with relevant to local
authority.
13.SVP denotes soil vent pipes to be provided at the end of drainage
system.
14.Drainage pass beneth buildings and driveways to be encased in
150mm concrete surroundining.
15.The storm drain pipes to comply with BS 56 specifications .
16.All underground foul and waste drain pipes shall be PVC to comply
with BS 5255.
17.All inspection chambers covers and framing be made of cast iron.
18.Minimum slope in drain pipes to be 1 in 100.
19.All testing of pipes must be completed before plastering.
20.All mechanical works must be coordinated with electrical and any
conflict must be clarified before the work begings.
21.PV denotes permanent ventillation and must be provided on top of all
openings except the washrooms.
ELECTRICAL
22.All conduits must be laid before plastering.
FIRE
23.Provide quantity 1.9KG powder portable fire extinguisher in the house.
24.All fire positions to be determined on the site.
6.800
Eaves overhang line
3mm diameter lateral ties
@ 192mm c/c
Revision notes
S/no. Date Notes
ROOF PLAN
Scale : 1:100
FRONT ELEVATION (001)
Plan
All scale 1:100
12.000
0.150 3.000 0.150 3.000 0.150 2.700 0.150 2.550 0.150
W2 pv
1.950
1.950
E-03
2.100
GW pv
GW3
pv
Porch
pv
D2
W1 pv
W3 pv W3
D2 pv
Kitchen
Dinning room
Bedroom 2
D3 pv
2.600
D4 pv
D3
pv
D3 pv
Store
2.550
W/C
Bedroom 1 Sitting room Master Bedroom
D4
pv
pv
W/C
W4W/C
W2
pv
TO SEPTICK TANK
1.594
2.619
2.425
1.212
ROOF NOTES
-Ridge cover.
-GCI sheets.
-Pitch 25 degrees.
-75 x 50 Purlins.
-100 x 50 Kingpost.
-100 x 50 Struts.
-100 x 50 Tie beam.
-100 x 50 Wall plate.
-Ceiling brandering 600 c/c on.
-Joilsts.
-200 x 25 Fascia board.
6.700
0.800
0.150
Y1
SEPTIC TANK DETAILS AND SPECIFICATION
0.200
0.200
0.200
0.600
0.200
0.600
1.500
A
1.500
FLOOR PLAN
E
0.200
0.200
7.500
2.100
E
B
2.100
7.500
0.200
0.200
1.500
C
1.500
0.600
0.200
0.600
0.200
0.200
0.200
Y1
INVERT
LEVEL OF
INCOMING
DRAIN
200MM MASONRY
WALL WITH 10MM
RENDERING BOTH SIDES
IN LET
600
M.H.
120MM COVER SLAB 100X250 M.H. COVER FRAME
SECTION Y-Y
10MM WATER 100
FROOFED
RANDERING
12 MM dia ms
bars at 150mm c/c
bothways
OUT LET
M.H.
TO SUB SOIL
IRRIGATION
W2
pv
pv
D1 pv
pv W1
GW2
GW2
Verandah
pv
pv
GW1 pv
D1 pv
2.600
0.150 3.000 0.150 4.800 0.150 3.600 0.150
12.000
E-01
FLOOR LAYOUT PLAN
W2
FOUNDATION STRIP SPECIFICATION NOTES
-D.P.C sheets on.
-25 mm floor screed on.
-100 mm concrete slab on.
-B.R.C mesh on.
-D.P.M on.
-50 mm murram blinding.
-300 mm concrete hard core filling.
SECTION X-X
0.600
SECTION Z-Z
SEPTIC TANK DETAILS
1.Cover slab to be reinforced with 0 10mm bars at 100mm c/c
(conc.20/20 mix 1:2:4)class 18.
2.Base slab to be concrete class @ mix1:3:6 class 20
3.Outlet & inlet pipes to be 0 100 cast iron.
4.Scum buffle to be 100mm thick reinforced with 2 NO 100MM
at both ends on 20/20
5.Divinding wall to be 100mm thick conc class 20/20 reinforced
with weld mesh BR 165.
SOAK PIT SECTION
All scale 1:100
project:
PROPOSED RESIDENTIAL DEVELOPMENT TO BE BUILD AT
-OSINGO VILLAGE.
-SUNA EAST SUB-COUNTY.
-MIGORI COUNTY.
Client: MR. MOSE ALANGO
P .O. BOX 14457-00800 NAIROBI.
Drg type:
ARCHITECTURAL
Designed, Drawn & traced by: Clients signature:
G .ARINGO .................................................
Checked by:
MR OMAR HAMISI MWAZIGHE
Scale: 1: 100 Date: April 2017 Drg No. 05/17
GSEducationalVersion