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Job No:
MECHANICAL
NOTES
GENERAL
STRUCTURAL
ELECTRICALS
All testing of pipes must be completed before plastering.
All inspection chambers covers and framing shall be cast iron.
Minimum slope in the drains pipes to be 1 in 100
PV denotes permanent ventilation
All conduits must be laid before plastering
For all R.C work,refer to stuctural Engineer's details.
CIVIL
CONSTRUCTION
Date:
Scale;
REVISIONS
Project Title
Architect:
Sheet No:
The storm drain pipes to comply with BS 556 specification.
No chases will be allowed for pipes. Sleeves will be allowed with
written approval of structural Eng's. No cutting of concrete without
express approval of the Architect or structural Eng.
All plumbing and drainage to comply with relevant local authority
All black cotton soil to be removed from all buildings and paved surfaces
Drains pass beneath buildings & driveways to be encased in150mm concrete surround.
All underground foul and waste drain pipes shall be uPVC tocomply with BS 5255.
All dimensions are in mm unless otherwise specified.
Drawing are not to scalled. only figured dimensions to be used
The contractor must check and verify all dimensions before
commencement of any work. Any discrepancies to be clarified
with the Project Architect.
All slab at ground level to be cast over 1000 guage polythene
sheet on 50mm thick murram blinding on hardcore.
All soil under slab around and under foundation to be treated
for termite control.All soil on cut embararkment to be stablized.The slope not to
exceed 45 degree.
Depth of foundation to be detemined on site to S.E's aproval
All walls to be reinforced with loop iron at every
every alternate course.
All adjacent R.C. work and masonry walls to be tied with loop iron
at every alternate course.
SVP denotes soil vent pipe to be provided at the head of thedrainage system
All mechnical works must be co-odinated with electrical and any
conflict must be clarified before work begin.
Client:
Project No.
DWG TITLE:
Architect/Checked By:
Drawn By:
PROPOSED 4 BEDROOMED MAISSONATTEPLOT LR. NO. ................................
MR KARUKU MWATHIP.O BOX ..................KIKUYU
1:100
NOV. 2010
P.K.M
ARCHISMART CREATIONS LTDArchitects, Landscape & InteriorDesigners.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
F
200
60020
01,50
020
01,80
020
03,00
020
01,80
020
0
2003,5002005,0002002,2002001,0002002,0002003,70011,200
2503,3001501,5002,4002,0001,0001,1002,700500
2005,000200800200
1,2002003,200200
9,90
0
1,10
01,20
080
090
01,20
02,00
01,10
090
070
0
200
1,55
020
02,90
020
02,70
020
01,75
020
0
9,90
0
2003,5002003,0002002,8002002,6002001,800200
14,900
3,7007002,0009301,500170
9003,0002,000
200
4,65
020
065
020
01,80
020
01,80
020
0
XX
1
3
4
LOUNGE
ENTRYLOBBY
sunken lounge
GUESTBED RM.
Kitchenceramic tiles
PV
ENTRY
STOREDhobi
PV
PV
PV
PV
PV
PV
PV
PV
PV
PV
PV
PV
PV
PV
w/c&bath
GROUND FLOOR
DINING
ic
gt
gt
CAR PORT6x3.5m
gti.ci.c
i.c
gt
To septictank
2
123456789
101112131415161718
XX
1
3
4
200
4,30
020
03,
050
200
1,75
020
0
1,95
020
01,
800
200
3,50
020
01,
800
200
1,80
020
0
200
7002,0001,1002,0007509005009002,350
11,200
2003,0002002,8002001,200200
1,2002001,800200
9,90
0
2005502003,5002002,9502003,200200
11,200
1,7002,0002,2001,0001,5002,000800
200
4,30
020
01,
000
200
3,80
020
0
11,8
50
R 950 R 1,250
FAMILY ROOM
entrylobby
MASTERBEDROOM
PV
BEDROOM 2
BEDROOM1
balcony
PV
PV PV PV
PV
PV
PVPV
PV
PV
PV
balcony
FIRST FLOOR
w/c&bath
w/c&bath
closets
closets
clos
ets
ELEVATION 02
roof pitch = 45degclay roofing tiles on,50x38mmtimber battens at 300mm c/c onpolythene sheet underlay on,100x50mm rafters.100x50mm treated wallplate.
200mm thick masonerywalls with plastered andpainted texture to approval
200mm thick natural stonewalls keyed to approval
200mm thick parapetwall painted to approval
stairs
200mm thick parapetwall with p.c.c coppingpainted to approval
entry lobby Kitchen
bedroom 1entry lobby
200mm thick natural stonewalls with horizontally rakedjoints to approval
roof pitch = 35degclay roofing tiles on,50x38mmtimber battens at 300mm c/c onpolythene sheet underlay on,100x50mm rafters.100x50mm treated wallplate.
steel casementwindow to schedule
450mm deep r.c. beam plasteredand painted to approval
25mm thick floor screed on,150mm thick floor slab onapproved dpm and hardcore infills to S.E's details
200mm thick masonerywalls with plastered andpainted texture to approval
200mm thick parapetwall painted to approval
concrete strip foundation(depths to be determinedon site)
SECTION X-XScale 1: 100
Staircase details toS.E's detailsTread= 250mmRiser = 150mm
ELEVATION 04
roof pitch = 45degclay roofing tiles on,50x38mmtimber battens at 300mm c/c onpolythene sheet underlay on,100x50mm rafters.100x50mm treated wallplate.
200mm thick masonerywalls with plastered andpainted texture to approval
200mm thick parapetwall painted to approval
ELEVATION 03
roof pitch = 45degclay roofing tiles on,50x38mmtimber battens at 300mm c/c onpolythene sheet underlay on,100x50mm rafters.100x50mm treated wallplate.
steel casement window to schedule
200mm thick masonerywalls with plastered andpainted texture to approval
200mm thick natural stonewalls keyed to approval
200mm thick parapetwall painted to approval
ELEVATION 01
450mm deep r.c. beam plasteredand painted to approval
roof pitch = 45degclay roofing tiles on,50x38mmtimber battens at 300mm c/c onpolythene sheet underlay on,100x50mm rafters.100x50mm treated wallplate.
steel casementwindow to schedule
200mm thick masonerywalls with plastered andpainted texture to approval
200mm thick natural stonewalls keyed to approval
200mm thick parapetwall painted to approval
123456789
101112131415161718
15,950
32,000
gti.ci.c
i.c
i.c
gt
ROOF PLAN
Job No:
MECHANICAL
NOTES
GENERAL
STRUCTURAL
ELECTRICALS
All testing of pipes must be completed before plastering.
All inspection chambers covers and framing shall be cast iron.
Minimum slope in the drains pipes to be 1 in 100
PV denotes permanent ventilation
All conduits must be laid before plastering
For all R.C work,refer to stuctural Engineer's details.
CIVIL
CONSTRUCTION
Date:
Scale;
REVISIONS
Project Title
Architect:
Sheet No:
The storm drain pipes to comply with BS 556 specification.
No chases will be allowed for pipes. Sleeves will be allowed with
written approval of structural Eng's. No cutting of concrete without
express approval of the Architect or structural Eng.
All plumbing and drainage to comply with relevant local authority
All black cotton soil to be removed from all buildings and paved surfaces
Drains pass beneath buildings & driveways to be encased in150mm concrete surround.
All underground foul and waste drain pipes shall be uPVC tocomply with BS 5255.
All dimensions are in mm unless otherwise specified.
Drawing are not to scalled. only figured dimensions to be used
The contractor must check and verify all dimensions before
commencement of any work. Any discrepancies to be clarified
with the Project Architect.
All slab at ground level to be cast over 1000 guage polythene
sheet on 50mm thick murram blinding on hardcore.
All soil under slab around and under foundation to be treated
for termite control.All soil on cut embararkment to be stablized.The slope not to
exceed 45 degree.
Depth of foundation to be detemined on site to S.E's aproval
All walls to be reinforced with loop iron at everyevery alternate course.
All adjacent R.C. work and masonry walls to be tied with loop iron
at every alternate course.
SVP denotes soil vent pipe to be provided at the head of thedrainage system
All mechnical works must be co-odinated with electrical and any
conflict must be clarified before work begin.
Client:
Project No.
DWG TITLE:
Architect/Checked By:
Drawn By:
NOV. 2010
ARCHISMART CREATIONS LTDArchitects, Landscape & InteriorDesigners.
F1
200 800 200 D 200 800 200
200
600
200
200
500
200
300
F2
E
500
3M
VAR
IES
(3-
6M)
150
100
600
150
A 100 B 100 C
Invert level ofincoming drain
125mm RC cover slabto engineer's detail
600x450mm coverand frame
Sub-soil drain
190mm thick masonrystone wall with 10mmrendering to approval
150mm thick base slab
600x450mm coverand frame
12mm dia. ms barsat 150mmc/c bothways
200mm dia. stone blocksfor loose ground or wherespecified
1:3:6 conc.
140mm thickmasonry wall
600x450mm MH cover & frame150mm rc cover slab
Outletmanhole
Inletmanhole
10mm water proofingrendering to approval
TWL
Section A-A SEPTIC TANK DETAILS
Floor plan
Section B-B
B
SOAK PITFloor plan
1.Soak pits o be used on soils with good absorption eg sand,red soil etc
2.Depth to be specified
NB.
EA C
B 6000
3000
1400
C
1200
E
3600
F2
80020 2 1400 1200 1400 1500
1400 4000 20002D
1500 1400
12000
30
DIMENSIONS IN MM
40 800 1600
3000
1400 4000 24002E
A
NO. OFPERSONS
1500 1300
15000 50 800
2
1600
2800
800 1400
TYPPE CAPACITYINLITRES
8600 36001.5G
1500 1200
45000
DESLUDGINGINTERVAL(YEARS)
180036001200
200 800 5600 2040
2
1500
1000
H 67500 300 7600 3800 4000 2260 150011600
I 90000 400 8800 4400 13400 4600
3000 1850 15003600100F 22500 1.5 800 1800 5600
2380
1.5 800
15001.5 800
10 800 1000 800 1400
F1D
inlet
GL GL
Typical section
9000
SITE PLAN