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