X
NOTES
3
200 i.c 700 200 1,800 200 2,600 3,000 200 900 2,800 2,000
14,900 170 i.c 1,500 gt
gt
3
200 3,000 2,000 700 200 3,500 3,700 1,750 200 200 200 200 1,800 200 1,200 200 11,200 1,200 200 750 2,800 2,000 200 1,100 3,000 2,000 700 1,750 200 200
GENERAL
All dimensions are in mm unless otherwise specied. Drawing are not to scalled. only gured dimensions to be used The contractor must check and verify all dimensions before commencement of any work. Any discrepancies to be claried with the Project Architect.
PV
PV
200
930
2,350
900 500 900
PV
PV
PV
200
1,800
PV
1,800
900
STORE
PV
1,800
To septic tank Dhobi
PV
CONSTRUCTION
All slab at ground level to be cast over 1000 guage polythene sheet on 50mm thick murram blinding on hardcore.
3,800
1,100
200
200
200
1,800
closets
200
Kitchen ceramic tiles GUEST BED RM.
200 3,200 200 1,200 200 800 200 F
closets
w/c & bath
w/c & bath
BEDROOM 1
200
200
PV
CIVIL
All soil under slab around and under foundation to be treated All soil on cut embararkment to be stablized.The slope not to for termite control. exceed 45 degree.
1,800
3,000
2,000
2,700
200
200
closets
PV PV PV
1,000
3,050
PV
DINING
5,000 200
BEDROOM 2
STRUCTURAL
All black cotton soil to be removed from all buildings and paved surfaces For all R.C work,refer to stuctural Engineer's details.
650
200
9,900
9,900
1,200
3,500
gt
900
i.c
2,900
ic
gt
200
800
200 600 1,500
1,200
200
11
1,550
1,100
PV
200
1,800
10
balcony
200
1
500 200 2,000 2,700 200 1,000 1,100 200
200
200
1
R 950
200 3,200 200
200
1,950
1,000
2,000 200
2,400 5,000
1,500
150 200
3,300 3,500 3,700
250 200
R 1,250
200
balcony
200
PV
PV
2,200 11,200
GROUND FLOOR
32,000
roof pitch = 45deg clay roofing tiles on,50x38mm timber battens at 300mm c/c on polythene sheet underlay on, 100x50mm rafters. 100x50mm treated wallplate.
200mm thick parapet wall painted to approval
FIRST FLOOR
200mm thick parapet wall painted to approval
i.c i.c
gt
roof pitch = 45deg clay roofing tiles on,50x38mm timber battens at 300mm c/c on polythene sheet underlay on, 100x50mm rafters. 100x50mm treated wallplate.
i.c
15,950
gt
200mm thick masonery walls with plastered and painted texture to approval 450mm deep r.c. beam plastered and painted to approval
200mm thick masonery walls with plastered and painted texture to approval
200mm thick natural stone walls keyed to approval
200mm thick natural stone walls keyed to approval
ELEVATION 01
ELEVATION 03
A 800 800 800 800 800 800 800 800 800
B 1000 1400 1400 1600 1600 3600 5600 7600 8800
C 1000 1200 1200 1400 1400 1800 2800 3800 4400
D 3000 3600 3600 4000 4000 5600 8600
E 800
F1
F2
150
600
VARIES (3-6M)
100
150
200mm thick parapet wall painted to approval
roof pitch = 45deg clay roofing tiles on,50x38mm timber battens at 300mm c/c on polythene sheet underlay on, 100x50mm rafters. 100x50mm treated wallplate.
200mm thick parapet wall painted to approval
roof pitch = 45deg clay roofing tiles on,50x38mm timber battens at 300mm c/c on polythene sheet underlay on, 100x50mm rafters. 100x50mm treated wallplate.
roof pitch = 35deg clay roofing tiles on,50x38mm timber battens at 300mm c/c on polythene sheet underlay on, 100x50mm rafters. 100x50mm treated wallplate.
200mm thick parapet wall with p.c.c copping painted to approval
200mm thick parapet wall painted to approval
stairs
entry lobby
bedroom 1
600
200mm thick masonery walls with plastered and painted texture to approval
200mm thick masonery walls with plastered and painted texture to approval
200mm thick masonery walls with plastered and painted texture to approval
200
200
450mm deep r.c. beam plastered and painted to approval 200mm thick natural stone walls with horizontally raked joints to approval
200mm thick natural stone walls keyed to approval
Staircase details to S.E's details Tread= 250mm Riser = 150mm
entry lobby
200
300
F2
ELEVATION 04
ELEVATION 02
25mm thick floor screed on, 150mm thick floor slab on approved dpm and hardcore infills to S.E's details
500
Invert level of incoming drain
200
500
SECTION X-X
Scale 1: 100
concrete strip foundation (depths to be determined on site)
190mm thick masonry stone wall with 10mm rendering to approval
F1
steel casement window to schedule
steel casement window to schedule
i.c
18 17 16 15 14 13 12 11 10
SITE PLAN
TYPPE
CAPACITY IN LITRES 3000 6000 9000 12000 15000 22500 45000 67500 90000
NO. OF PERSONS
A B C D E F G H I
200
800 200
steel casement window to schedule
Kitchen
Inlet manhole
PV
12
800
2,000
1,500
1,000 11
12 10
ENTRY
13
PV
14
14 13
4,300
4,300
200
PV
4,650
15
16
17
LOUNGE sunken lounge
18
PV
w/c & bath
1,800
11,850
PV
PV
18 17 16 15
200
200
PV
ENTRY LOBBY
PV
CAR PORT 6x3.5m
MASTER BEDROOM
entry lobby
9,900
200 4
PV
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.
200
200
MECHANICAL
All adjacent R.C. work and masonry walls to be tied with loop iron All plumbing and drainage to comply with relevant local authority
FAMILY ROOM
2,000 1,700
at every alternate course. SVP denotes soil vent pipe to be provided at the head of the drainage system Drains pass beneath buildings & driveways to be encased in 150mm concrete surround. The storm drain pipes to comply with BS 556 specication. All underground foul and waste drain pipes shall be uPVC to comply with BS 5255. All inspection chambers covers and framing shall be cast iron. Minimum slope in the drains pipes to be 1 in 100 No chases will be allowed for pipes. Sleeves will be allowed with
3 4 6 9
2,200
PV
PV
written approval of structural Eng's. No cutting of concrete without All testing of pipes must be completed before plastering. express approval of the Architect or structural Eng. All mechnical works must be co-odinated with electrical and any conict must be claried before work begin. PV denotes permanent ventilation
2,950 11,200
3,500
200 550 200
ELECTRICALS
All conduits must be laid before plastering
REVISIONS
ROOF PLAN
600x450mm MH cover & frame
NOTES
DESLUDGING INTERVAL (YEARS) 2 2 2 2 2 1.5 1.5 1.5 1.5
DIMENSIONS IN MM
150mm rc cover slab
GL GL
GENERAL All dimensions are in mm unless otherwise specied. Drawing are not to scalled. only gured dimensions to be used
10 20 30 40 50 100 200 300 400
1200 1400
3M
inlet
140mm thick masonry wall 1:3:6 conc.
The contractor must check and verify all dimensions before with the Project Architect. CONSTRUCTION
commencement of any work. Any discrepancies to be claried
Project Title
All slab at ground level to be cast over 1000 guage polythene sheet on 50mm thick murram blinding on hardcore. CIVIL
1400 1500 1400 1800 1500 1400 2000 1500 1300 2400 1500 1200 3000 1850 1500 3600 2040 1500
All soil under slab around and under foundation to be treated All soil on cut embararkment to be stablized.The slope not to for termite control. exceed 45 degree.
PROPOSED 4 BEDROOMED MAISSONATTE PLOT LR. NO. ................................
STRUCTURAL All black cotton soil to be removed from all buildings and paved surfaces For all R.C work,refer to stuctural Engineer's details. Depth of foundation to be detemined on site to S.E's aproval All walls to be reinforced with loop iron at every
Client:
200mm dia. stone blocks for loose ground or where specified
every alternate course.
MECHANICAL All adjacent R.C. work and masonry walls to be tied with loop iron All plumbing and drainage to comply with relevant local authority at every alternate course. SVP denotes soil vent pipe to be provided at the head of the drainage system
11600 4000 2260 1500 13400 4600 2380 1500
MR KARUKU MWATHI P.O BOX .................. KIKUYU
Typical section
NB. 1.Soak pits o be used on soils with good absorption eg sand,red soil etc 2.Depth to be specified
Drains pass beneath buildings & driveways to be encased in 150mm concrete surround. The storm drain pipes to comply with BS 556 specication. All underground foul and waste drain pipes shall be uPVC to comply with BS 5255. All inspection chambers covers and framing shall be cast iron. Minimum slope in the drains pipes to be 1 in 100 No chases will be allowed for pipes. Sleeves will be allowed with written approval of structural Eng's. No cutting of concrete without All testing of pipes must be completed before plastering. express approval of the Architect or structural Eng. All mechnical works must be co-odinated with electrical and any conict must be claried before work begin. PV denotes permanent ventilation
Architect:
200
800 200
100
100
ELECTRICALS All conduits must be laid before plastering
REVISIONS
Floor plan
125mm RC cover slab to engineer's detail 600x450mm cover and frame
SOAK PIT Floor plan
600x450mm cover and frame
12mm dia. ms bars at 150mm c/c bothways
ARCHISMART CREATIONS LTD Architects, Landscape & Interior Designers.
Project No. DWG TITLE: Architect/Checked By:
TWL
Outlet manhole
Project Title
Client:
Sub-soil drain
E
Architect:
10mm water proofing rendering to approval
Project No. DWG TITLE:
ARCHISMART CREATIONS LTD Architects, Landscape & Interior Designers.
Drawn By: Scale; Date:
Job No:
P.K.M
1:100
Job No: Sheet No:
Architect/Checked By:
Section A-A
150mm thick base slab
Drawn By: Scale; Date:
SEPTIC TANK DETAILS
Section B-B
Sheet No:
NOV. 2010
NOV. 2010
