Alice Alweny
1
SIZES AND CAPACITY OF SEPTIC TANK AND SOAK PIT NO. NO. of users SEPTIC TANK SOAKPIT CAPACITY (L) P O R S T U V DIAMETER EFF. DEPTH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 NB 350 500 500 500 600 600 600 600 600 800 800 800 800 800 450 655 655 655 655 825 825 825 1155 1155 1155 1155 1155 1155 1200 2400 3400 4760 4800 4950 5300 5600 6940 8460 9800 10940 12000 12940 600 1200 1700 2080 2400 2450 2700 2800 3470 4230 4900 5470 6000 6470 900 1250 1250 1250 1250 1500 1500 1600 2000 2000 2000 2000 2000 2000 1000 1200 1700 2080 2400 2450 2700 2800 3470 4230 4900 5470 6000 6470 1500 1830 1830 2500 3000 3000 3000 3500 5000 6000 7500 7500 7500 7500 3000 3500 3510 3860 4280 5400 6480 6480 8570 10700 11400 11900 12200 13000 2700 5400 10800 16200 27000 27000 32400 35000 72000 10800 144000 18000 218000 252000 ASSUMED 45.46 LITRES/ PERSON 24hrs and ABSORTION RATE OF AVERAGE SOIL 22.73 \300MM RUN PERCOLATION TRENCH LENGTHS SUBJECT TO SITE SOIL CONDTION. 6 15 30 45 60 75 90 100 200 300 400 500 600 700 350 495 495 495 495 575 575 575 745 745 745 745 745 745 1.000 6.000 5.000 2.800 0.600 3.000 4.000 1.517 1.500 1.783 0.200 5.000 0.500 1.000 0.500 0.700 0.900 0.407 1.200 1.844 1.500 1.450 4.200 0.200 1.300 0.200 1.300 0.200 3.000 0.200 4.000 0.200 5.400 14.800 0.200 4.000 0.200 1.500 0.200 4.000 0.200 10.300 0.200 4.000 0.200 5.700 0.200 1.500 0.200 12.000 1.950 1.500 3.200 1.500 1.250 0.200 2.400 0.200 2.400 0.200 9.400 1.100 1.500 1.100 1.200 5.000 0.500 2.400 0.200 0.386 2.986 2,400 170 3.600 0.900 2.400 3.600 0.230 0.230 3.000 3.000 0.300 0.230 0.300 0.230 0.690 0.230 0.270 0.150 1.500 1500 1.500 500 900 1.200 1,500 2,400 0.9 2.100 2.100 0.8 X X X X pedestrian exit/entrance precast concrete coping dpc 40x40 mm ms section 50x50 mm ms planters precast concrete coping Raymond. O 5. Provide damp proof course (DPC) under all walls. 1. All dimensions are in mm unless stated otherwise. concrete strip slab. by the structural engineer before laying the 13. The trench should be inspected and approved the structural engineers details. 12. All reinforced work is to be in accordance with concrete slab. treatment to be provided under the ground floor 11. 500 gauge polythene sheeting and anti-termite rules and regulations. 10. All sanitary work to be in accordance with MOH 9. Check all dimensions on site. heavy duty covers. 8. All inspection chambers in drive area to have area to be of pvc pipe and encased in concrete. 7. All drainage passing under building and drive 6. P.V. indicates permanent ventilation hoop iron at every alternative course. 4. All walls bellow 200 mm to be reinforced with to scaled dimensions 3. All figured dimensions to be taken in preference Scale Date. Drawn by. Checked by. No. Revisions Sheet Number Drawing Title Project Consultants CLIENT PROJECT General Notes council regulations. 2. All work is to be carried out in accordance with ARCHITECTURAL DRAWINGS 1:100, PROPOSED RESIDENTIAL HOUSE ON PLOT NO._ BLOCK NO._ TO BE BUILT IN LUMULI, SEETA, WAKISO DISTRICT MRS. ALICE ALWENY T P J SIDE ELEVATION O 1 SIDE ELEVATION O 2 Master Bedroom cer. flr.tiles Bedroom cer. flr.tiles Bedroom cer. flr.tiles Sitting room Verandah Dining room Kitchen cer. flr.tiles cer. flr.tiles wc/sho wc/sho wc/sho w2pvo w2pvo w2pvo w2pvo w1pvo w3pvo w3pvo w3pvo D1 PVO D2 PVO D2 PVO D2 PVO D2 PVO D2 PVO D2 PVO D3 PVO D3 PVO D3 PVO GROUND FLOOR ( Residential House ) Scale 1:100 26.deg.roof pitch. Echo-tile roofing sheets on 100x50mm purlins on 150x50mm rafters with 100x50mm struts and ties on 150x50mm tie beam resting on 100x75mm wall plates. 250x25mm fascia $ berge boards. CEILING ; Metal lathe plastered ceiling fixed onto 100x50mm ceiling joists and 50x50mm branderings ROOF SPECIFICATIONS 25mm cement sand screed (mix 1:3) on 150mm thick over site concrete (mix 1:3:6) on well compacted and blinded 200mm thick hardcore on well rammed murram base. SECTION THRU X - X (Scale 1 : 100 ) 230X690XL concrete strip foundations (mix1:3:6) to receive 230mm thick plinth walls. Foundation depth to be determined on site and to be not less than 750mm. FOOTINGS ; FLOOR SLAB ; FOUNDATION CONSTRUCTION ; SIDE ELEVATION 01 FRONT ELEVATION SIDE ELEVATION 02 BACK ELEVATION SIDE ELEVATION O 1 SIDE ELEVATION O 2 FLOOR PLAN Master Bedroom cer. flr.tiles Bedroom cer. flr.tiles Bedroom cer. flr.tiles Sitting room Verandah Dining room Kitchen cer. flr.tiles cer. flr.tiles wc/sho wc/sho wc/sho MH 1 MH 3 MH 4 MH 2 SOAK WAY PIT SEPTIC TANK HIP ROOF LAYOUT Breath, B Length, L Breath, B Length, L 100mm thick R.C cover slab. SEPTIC TANK TOP PLAN 600 x 450mm cast iron covers complete with frames SOAK PIT SECTION 5000 min Hardcore IN SECTION D - D 150mm Block work Conc. 1:3:6 Cast Iron Cover Semi-Circular Channel 50mm Precast Conc. slab Conc. Foundation Mix 1:3:6 1:3 Cem. Mortar Render Steel Floated SECTION C - C 230mm Block work Cast Iron Cover Conc. Foundation Mix 1:3:6 1:3 Cem. Mortar Render Steel Floated SECTION C - C 230mm Block work Cast Iron Cover 150 230 S T 230 150 150 U 150 150 150 75 300 min. 1/2 U min. 150 min. 150 150 650 150 650 230 150 950 min. 150 min. 150 600 150 S 150 T 230 V 230 WORKING LEVEL ADOPT SLOPE OF INLET DRAIN WALLING IN ACCORDANCE WITH TABLE II ABOVE GL Support bracket armstarre & sanded & built into 230 Block work Precast R.C Inlet Baffle M.H 1 M.H 2 M.H 3 M.H 4 FALL 1:40 NOTE: Inlet and Outlet pipe diameters to Septic Tank to be equal. Solid Conc, Blockwork Rendered Both internally and Externally with Cement plaster (1:4 Mix) CONC. FOUNDATION BASE (1:3:6 MIX)/20mm AGG. TO BE OF THICKNESS SPECIFIED. (150 Min.) (600 x 600 )mm Cast Iron Covers (56 lb wt) Determined by slope of ground and fall and length of drain (600 x 600 )mm Cast Iron Covers (56 lb wt) Render (1:4 mix) Cement Plaster 125 mm Thick Conc. Base (1:3:6 Mix) where Depth to invert level is not more than 1500 200mm Thick where depth to invert level exceeds 1500mm. Solid Conc. Brickwork wall Rendered both sides with (1:3 mix)Cement Plaster 100mm dia half round channel WALLING IN ACCORDANCE WITH TABLE II ABOVE Longitudinal Section of Septic Tank To Soak Pit Vent filled with non return valve If required by Local Government Cover Slab to protect 100mm min. above gorund level to ingress of storm water. OUT IN A D To Soak Pit A Plan Under Concrete Slab Cover 100 mm Half Round Channel 100 mm dia. Cast Iron Inlet Pipes 100 mm dia. Cast Iron outlet Pipes 100 mm Salt Glazed Stone Pipe 100 mm Half Round Channel OUTLET CHAMBER D INLET CHAMBER C C 100 mm Salt Glazed Stone Pipe VENT R P SEPTIC TANK DETAILS not to scale FRONT ELEVATION ( GATE ) ( scale :- 1 : 50 ) Boundary Wall Elevation scale 1 : 50 Boundary Wall Floor plan ( Scale 1 : 25 ) Section p - p ( scale 1 : 20 ) dpc 150 from ground level ground level ground level 2,700 690 230 300 150 190 735 dpc ground level precast concrete coping 50x50mm ms 40x40mm ms section precast concrete coping dpc 150 from ground level ground level 1,600 Section P - P ( Scale 1 : 25 ) Standard Aluminium Casement,Glass panelled High level Window 1500mm SILL HEIGHT (mm) DESCRIPTION OVERALL SIZE (mm) LABEL (MARK) WINDOW SCHEDULE NO. REQUIRED WINDOW TYPE W2-pvo 1500mm x 2000mm high 05 1500mm Standard Aluminium Casement,Glass panelled Window 500mm x 900mm high 03 W3-pvo Standard Aluminium Casement,Glass panelled High level Window 1500mm W1-pvo 1500mm x 1500mm high 01 06 DOOR TYPE DESCRIPTION OVERALL SIZE (mm) LABEL (MARK) DOOR SCHEDULE NO. REQUIRED 900mm x 2100mm high D2 Standard Aluminium Casement,Steel panelled, Glass door with steel-door lock 01 1500mm x 2400mm high D1-pv Framed timber flush door 03 800mm x 2100mm high D3 Framed timber flush door 1/1 w2pvo 0.230
description
Architecturial drawings for a small House
Transcript of Alice Alweny
-
SIZES AND CAPACITY OF SEPTIC TANK AND SOAK PIT
NO. NO. ofusers
SEPTIC TANK SOAKPIT CAPACITY (L)
P O R S T U V DIAMETER EFF. DEPTH1234567891011121314NB
350500500500600600600600600800800800800800
450655655655655825825825115511551155115511551155
12002400340047604800495053005600694084609800109401200012940
6001200170020802400245027002800347042304900547060006470
9001250125012501250150015001600200020002000200020002000
10001200170020802400245027002800347042304900547060006470
15001830183025003000300030003500500060007500750075007500
3000350035103860428054006480648085701070011400119001220013000
27005400108001620027000270003240035000720001080014400018000218000252000
ASSUMED 45.46 LITRES/ PERSON 24hrs and ABSORTION RATE OF AVERAGE SOIL 22.73 \300MMRUN PERCOLATION TRENCH LENGTHS SUBJECT TO SITE SOIL CONDTION.
6153045607590100200300400500600700
350495495495495575575575745745745745745745
1.0006.000 5.000
2.800 0.600
3.000
4.000
1.517 1.500 1.783
0.2005.000
0.500 1.0000.500
0.700 0.900 0.4071.200 1.844 1.500 1.450
4.200 0.200 1.300 0.2001.300 0.200 3.000 0.200 4.000 0.200
5.400
14.800
0.200
4.000
0.200
1.500
0.200
4.000
0.200
10.300
0.200
4.000
0.200
5.700
0.200
1.500
0.200
12.000
1.950 1.500 3.200 1.500 1.250
0.200 2.400 0.200 2.400 0.200
9.400
1.1001.5001.1001.2005.000
0.500
2.4000.200
0.386
2.986
2,400
170
3.6000.900
2.400
3.600
0.2300.230
3.000 3.000
0.3000.230
0.300
0.230 0.690
0.230 0.270 0.150
1.500
1500
1.500
500
900
1.200
1,500
2,400
0.9
2.100
2.100
0.8
XX
XX
pedestrianexit/entrance
precast concretecoping
dpc 40x40 mm ms section
50x50 mm ms
planters
precast concretecoping
Raymond. O
5. Provide damp proof course (DPC) under all walls.
1. All dimensions are in mm unless stated otherwise.
concrete strip slab.
by the structural engineer before laying the
13. The trench should be inspected and approved
the structural engineers details.
12. All reinforced work is to be in accordance with
concrete slab.
treatment to be provided under the ground floor
11. 500 gauge polythene sheeting and anti-termite
rules and regulations.
10. All sanitary work to be in accordance with MOH
9. Check all dimensions on site.
heavy duty covers.
8. All inspection chambers in drive area to have
area to be of pvc pipe and encased in concrete.
7. All drainage passing under building and drive
6. P.V. indicates permanent ventilation
hoop iron at every alternative course.
4. All walls bellow 200 mm to be reinforced with
to scaled dimensions
3. All figured dimensions to be taken in preference
Scale
Date.
Drawn by.
Checked by.
No. Revisions
SheetNumber
Drawing Title
Project Consultants
CLIENT
PROJECT
General Notes
council regulations.
2. All work is to be carried out in accordance with
ARCHITECTURAL DRAWINGS
1:100,
PROPOSED RESIDENTIALHOUSE ON PLOT NO._
BLOCK NO._ TO BEBUILT IN LUMULI, SEETA,
WAKISO DISTRICT
MRS. ALICE ALWENY
T P J
SIDE EL
EVATION O
1
SIDE EL
EVATION O
2
MasterBedroomcer. flr.tiles
Bedroomcer. flr.tiles
Bedroomcer. flr.tiles
Sitting room
Verandah
Dining roomKitchencer. flr.tiles cer. flr.tiles
wc/sho
wc/sho wc/show2pvo
w2pvo w2pvo
w2pvow1pvow3pvow3pvow3p
vo
D1 PVO
D2 PVO
D2 PVO
D2 PVO
D2 PVO
D2 PVOD2 PVO
D3 PVO
D3 PVO D3 PVO
GROUND FLOOR (Residential House)Scale 1:100
26.deg.roof pitch. Echo-tile roofing sheets on 100x50mm purlins on 150x50mm rafters with100x50mm struts and ties on 150x50mm tie beam resting on 100x75mm wall plates.250x25mm fascia $ berge boards. CEILING; Metal lathe plastered ceiling fixed onto 100x50mm ceiling joists and 50x50mm branderings
ROOF SPECIFICATIONS
25mm cement sand screed (mix 1:3) on 150mm thick over siteconcrete (mix 1:3:6) on well compacted and blinded 200mmthick hardcore on well rammed murram base.
SECTION THRU X - X (Scale 1:100)230X690XL concrete strip foundations (mix1:3:6) to receive 230mm thick plinth walls.Foundation depth to be determined on site and to be not less than 750mm.
FOOTINGS;
FLOOR SLAB;FOUNDATION CONSTRUCTION ;
SIDE ELEVATION 01 FRONT ELEVATION
SIDE ELEVATION 02 BACK ELEVATION
SIDE EL
EVATION O
1
SIDE EL
EVATION O
2
FLOOR PLAN
MasterBedroomcer. flr.tiles
Bedroomcer. flr.tiles
Bedroomcer. flr.tiles
Sitting room
Verandah
Dining roomKitchencer. flr.tiles cer. flr.tiles
wc/sho
wc/sho wc/sho
MH 1
MH 3 MH 4
MH 2
SOAK
WAY
PIT
SEPT
IC TAN
K
HIP ROOF LAYOUT
Breath, B
Length
, L
Breath, B
Length
, L
100mm thick R.C cover slab.
SEPTIC TANK TOP PLAN
600 x 450mm cast iron covers complete with frames
SOAK PIT SECTION
5000 min
Hardcore
IN
SECTION D-D
150mm Block work
Conc. 1:3:6
Cast Iron Cover
Semi-Circular Channel
50mm Precast Conc. slab
Conc. FoundationMix 1:3:6
1:3 Cem. Mortar RenderSteel Floated
SECTION C-C
230mm Block work
Cast Iron Cover
Conc. FoundationMix 1:3:6
1:3 Cem. Mortar RenderSteel Floated
SECTION C-C230mm Block work
Cast Iron Cover
150 230 S T 230 150
150
U
150
150
150
75300 min.
1/2 U min.
150 min.
150 150 650
150
650 230 150
950 min.
150 min.
150
600
150
S 150 T
230
V
230
WORKING LEVEL
ADOPT SLOPE OF INLET DRAIN
WALLING IN ACCORDANCE WITHTABLE II ABOVE
GL Support bracketarmstarre & sanded & builtinto 230 Block work
Precast R.C Inlet Baffle
M.H 1 M.H 2 M.H 3 M.H 4
FALL 1:40
NOTE: Inlet and Outlet pipe diameters to Septic Tank to be equal.
Solid Conc, Blockwork RenderedBoth internally and Externally with
Cement plaster (1:4 Mix)
CONC. FOUNDATION BASE (1:3:6 MIX)/20mm AGG.TO BE OF THICKNESS SPECIFIED. (150 Min.)
(600 x 600 )mm Cast IronCovers (56 lb wt)Determined by slope of ground and fall
and length of drain
(600 x 600 )mm Cast IronCovers (56 lb wt)
Render (1:4 mix)Cement Plaster
125 mm Thick Conc. Base (1:3:6 Mix) whereDepth to invert level is not more than 1500200mm Thick where depth to invert levelexceeds 1500mm.
Solid Conc. Brickwork wallRendered both sides with(1:3 mix)Cement Plaster
100mm dia half round channel
WALLING IN ACCORDANCEWITH TABLE II ABOVE
Longitudinal Section of Septic Tank
To Soak Pit
Vent filled with non return valveIf required by Local Government
Cover Slab to protect 100mm min. abovegorund level to ingress of storm water.
OUTIN
A
D
To Soak Pit
A
Plan Under Concrete Slab Cover
100 mm Half RoundChannel
100 mm dia. Cast IronInlet Pipes
100 mm dia. Cast Ironoutlet Pipes
100 mm Salt GlazedStone Pipe
100 mm Half RoundChannel
OUTLET CHAMBER
D
INLET CHAMBER
C
C
100 mm Salt GlazedStone Pipe
VENT
R
P
SEPTIC TANK DETAILS not to scale
FRONT ELEVATION (GATE) (scale:- 1:50)
Boundary Wall Elevationscale 1:50
Boundary Wall Floor plan (Scale 1:25)
Section p-p (scale 1:20)
dpc 150 fromground level
ground level ground level
2,700
690
230
300
150
190
735
dpc
ground level
precast concretecoping
50x50mm ms
40x40mm mssection
precast concretecoping
dpc 150 fromground level
ground level
1,600
Section P-P(Scale 1:25)
Standard AluminiumCasement,Glass panelled
High level Window
1500mmSILL HEIGHT (mm)
DESCRIPTION
OVERALL SIZE (mm)
LABEL (MARK)
WINDOW SCHEDULE
NO. REQUIRED
WINDO
W T
YPE
W2-pvo
1500mm x 2000mm high
05
1500mm
Standard AluminiumCasement,Glass panelled
Window
500mm x 900mm high
03
W3-pvo
Standard AluminiumCasement,Glass panelled
High level Window
1500mm
W1-pvo
1500mm x 1500mm high
01
06
DOOR
TYPE
DESC
RIPTION
OVER
ALL SIZE (m
m)
LABE
L (M
ARK)
DOOR SCH
EDULE
NO. R
EQUIRE
D
900m
m x 2100m
m high
D2
Standard Aluminium
Casem
ent,S
teel panelled,
Glass door
with steel-d
oor lock
01
1500mm x 2400m
m high
D1-pv
Fram
ed timber flush door
03
800m
m x 2100m
m high
D3
Fram
ed timber flush door
1/1
w2pvo
0.230
