12mm dia.

bolts
4no. 12mm dia.
GENERAL NOTES.
m.
bolts
This drawing is copyright of Mitriv concepts , therefore it is not to
0m
150
x5 100x50 Purlin
be reproduced, supplied, handed over to a third party or used for purpose
other than for which it has been intented.

50
12mm dia. bolt
150 roof pitch DECRA sheets nailed 5 0

100x
0x

10
2no. 100x25
onto 15 All dimensions are shown in millimetres unless

0
gusset plates

x5
50x50mm sw battens to
150x50 otherwise specified. Drawings are not to be

0
manufacturers'
specs on 1000 gauge scaled only figured dimensions to be used. The
membrane underlay on timber RAFTER JOINT contractor must check and verify all
frames to 100x50 SCALE (1:25) 100x50 Wall Plate dimensions on site before commencement of
+5.600 S.E details. S/W timber struts +5.600 wall plate
1 Story eaves 1 Story
12mm Diam. x 250mm Long
Anchor Bolt at 1200mm c/c.
any work.
PV PV PV PV PV PV PV
painted to Arch Approval 10mm dia. bolts

2500X1750mm steel
@ 900mm C/C 200x450mm deep R.C. Beam
CONSTRUCTION / CIVIL.
casement window EAVES JOINT All slabs at ground level to be poured over
as per Arch. schedule. 450x200
SCALE (1:25) 1000 gauge polythene sheeting on 50mm stone

150x50
RC dust,on hardcore.

10
+2.800 +2.800

0
ring beam
All soil under slabs and all around external

x
1 Story 200x300mm RC ring beam 1 Story

50
PV PV PV PV PV PV PV PV

50
to SE's details plastered and foundations to be poisoned for termite

x
0
painted externally control.

10
in permaplast.
All soils on cut embarkment to be stabilized.
Wall plate fixing detail The slope not to exceed the natural angle of
1000MM M.S.glass railing to
schedule. SCALE (1:25) 150x50
refuse.
+0.000 +0.000 BOTTOM TIE JOINT
Ground floor Ground floor
SCALE (1:25) STRUCTURAL
ELEVATION E-01 ELEVATION E-02 All black cotton soils to be removed from
SCALE (1:100) SCALE (1:100) below all buildings and paved
surfaces.Buildings to be clear of black
cotton soil to a distance of 3m outside the
+5.600
1 Story perimeter.

450
PV PV All paved surfaces to be clear of black
cotton soil to a distance of 500mm outside

2,800
RC staircase to SE's details and the edge surface.
FAMILY ROOM

2,350
approval Tread = 150mm Riser
flr non slip cer. tiles 300mm thread = For all R.C work,refer to structural
16 no. @150mm height finished engineer's detail.
+2.800
1 Story in approved non-slip ceramic Depth of the foundation to be determined on

450
300x450mm RC ring beam PV PV PV flr
to SE's details plastered site to structural Engineer's approval.
tiles, 50mm dia.
and painted externally ms handrail with 40mm dia. All walls less than 200mm thick to be

2,800
in permaplast. reinforced with hoop iron at every alternate

2,350
100 roof pitch DECRA sheets balusters and 25mm dia. ms rails
nailed onto 800mm high painted to Arch.'s approval. course.
wall
50x50mm sw battens to
rendered to
200mm thick bush All adjacent R.C work and masonry walls to
manufacturers' hammered masonry
+0.000 be tied with strap irons at every course.

150
150
specs on 1000 gauge approval Ground floor wall to Arch. approval

+5.600
membrane underlay on timber
frames to +5.600
MECHANICAL
1 Story S.E details. S/W timber struts 1 Story All plumbing and drainage to comply with
PV PV PV PV PV PV PV PV
eaves
painted to Arch Approval
SECTIONAL ELEVATION X-X Strip foundation to SE's details.
(depth of county government specifications.All service
ducts to BE accessible from all floors.SVP
Foundation notes: 150mm RC slab SCALE (1:100)
rendered wall as excavation to SE's approval)
per Arch. finish with ceramic tiles finish on 1000
Antitermite denotes soil vent pipe to be provided at the
schedule treatment to Se.'s approval. head of the drainage .Drains passing beneath
gauge dpm waterproofing on
+2.800 +2.800 50mm buildings and driveways to be encased in
1 Story 1 Storyblinding on 300mm compacted dump proof 150mm concrete surround.
PV PV PV PV PV PV PV PV hardcore on rock to SE's course
details. Strip GAUGE 500 POLYTHENE All underground foul and waste drain pipes
800X1500mm steel
casement window foundation to SE's details. SHEET shall be upvc to comply with BSS5255. All
as per Arch. schedule. (depth of 50MM MURRAM OR QUARRY inspections chambers covers and framing
excavation to SE's approval) DUST BLINDING
200mm thick bush shall be cast iron to comply with BS497 TABLE
Antitermite dpc
+0.000
hammered masonry
+0.000 treatment to Se.'s approval.
2 GRADE A.The storm water pipe to comply
Ground floor wall to Arch. approval Ground floor with BS 556
ELEVATION E-03 ELEVATION E-04 minimum slope in the drain to be 1%.No chases
will be allowed in the slabs for the pipes.
SCALE (1:100) SCALE (1:100) 300MM WELL COMPACTED Sleeves will be allowed with written approval
of the SE.No cutting of concrete without the

DEPTH DECIDED ON SITE BUT

HARDCORE IN 150MM EACH
express approval of the architect or S.E.
All testing of pipes must be completed
X

before plastering .All mechanical work must

17,700 E-03 13,650

1500 MIN.
200 STONE WALL be cordinated with electrical and any
200 3,600 200 3,200 200 4,800 200 900 200 4,000 200 200 1,250 1,700 200 5,900 200 4,000 200 conflicts must be clarified before work
E-04

200 500 500 begins.

200 200 331 200 P.V denotes permanent ventilations.
200 1,400 1,000 200 3,200 200 4,800 200 900 200 4,000 200 200 1,250 1,700 215 2,500 1,500 1,154 200 4,000 200 3Y12 04
200 1,200 200

800 722 1,500 722 1,200 200

1,200 200

1,200 200
200 1,200 200

200 1,200 200

1,200 200

1,200 200
200 1,200 200
IC IC
ELECTRICAL
B2
600 200 200

600 200 200

BALCONY BALCONY 200MM CONCRETE BASE
All conduits must be laid before
IC IC Y12 03 300B1 1:2:4
200

FALL
flr non slip cer. tiles
PV
flr non slip cer. tiles
plastering.
200

200

PV
200

PV 50MM CONCRETE BLINDING

1:4:8
PV PV 600
800mm high REVISIONS
1,800

2,900

FALL
3,000

RIDGE
COMMON BALCONY wall
pantry PV
flr non slip cer. tiles

FALL

utility area PV INTERNAL FOUNDATION WALL DESCRIPTION FIRE NOTES

dhobi

rendered to NO.
0.900
2.350

GT
flr non slip cer. tiles flr non slip cer. tiles PV
2,900
1,900

1,900
PV
3,000

approval
flr non slip cer. tiles
GUEST SCALE (1:25) 1) PROVIDE FIRE FIGHTING WATER
200 200

1.500
2.350
IC
4,500

4,500
IC BEDROOM BEDROOM RESERVE AS _________
1,300 972

900 200
2,600 200 1,300 200

1,300 200

0.900 0.900
RIDGE
2.350 2.350
W

600

600
LITRES AND BOOSTER PUMP
200

PV flr non slip cer. tiles PV PV PV flr non slip cer. tiles PV FALL
200

200
200

200 PV 1.327 2) PROVIDE___X30 METRES LONG

900 1,200

900 1,200
1.300
PV
KITCHEN
2.350
200 4,800 200 1,500 1,000 2002.350 4,000 200 HOSE-REELS TUBING
200

FALL FALL
200

200

200
FALL

FALL

WITH SHUT-OFF/SET/ SPRAY EACH

NON-SLIP CERAMIC FLR TILES

V
SVP
200

200

200
SVP
2,500

4,300
2,500
4,100

PV
0.900
2.350

0.900
2.350

A
0.900

PV FAMILY ROOM
4,300
1,650

CLOAK
FLOOR

LL
2.350
TUB TUB
200 2,600

200 200 500

EY
FALL

FALL
flr non slip cer. tiles
WC
200 1,500 1,800 200 2,450 200 3) PROVIDE 149KG DRY POWDER AND
200 500
150

1.500
2.350
PV 145KG CO2 FIRE
2,500

2,500
W.I.C
200 4,000 200 600 5,550 200 1,045 1,350 200 3,260WC200PV 200
800

FRIDGE
200

200 900
4,300

4,300

4,300
200
823 150 1,900

WC
EXTINGUISHERS AT EACH HOSE-REEL
200

BATH BATH
RIDGE

living room W.I.C PV

200

POINT
FALL
200

FALL

NON-SLIP CERAMIC FLR TILES flr non slip cer. tiles flr non slip cer. tiles
0.900
PV
2,000

2,000

1,900

PASSAGE
2.350
1,772

WHB WHB 4) PROVIDE 1x9KG CO2 FIRE

200 3,300 200 900

200 3,300 200 900

PV

V
dressing SH GT IC SH

A
flr non slip cer. tiles
OFFICE EXTINGUISHER AND 1No FIRE
table

LL
A
4,000

flr non slip cer. tiles

EY
200 3,300 200

200 3,300 200

200 3,300 200

200

200

LL
PV PV BLANKET IN THE KITCHEN
23,200

23,200

23,200

23,200
4,000
4,226

16 0.900 16 0.900

EY
200
FALL

2.350 2.350

FALL
15 15

RIDGE
14 14
5) PROVIDE FIRE ALARM SYSTEM
2,326

dining
1,700

1,700

NON-SLIP CERAMIC FLR TILES

13
12
1
BEDROOM 13
12
1
BEDROOM
PV PROJECT TITLE
200
2 2
3,699

11 flr non slip cer. tiles 11 flr non slip cer. tiles PV
FALL
200

3 3

200 3,800 200 2,100 200 2,600 200 2,200 200 3,600 200 2,000 200
10 10

200 2,100
PV 200 2,600 200 2,200 200 1,000 200 2,400 2,000 200
200

200

4 4

FALL
9 5 9 5

PV 8 6 8 6
PROPOSED RESIDENTIAL DEVELOPMENT ON PLOT
VOID
200

7 7
1,500

1,500

200

200

entry

V
LR NO :karen 2259/677..
5,128

A
hall
2,900

FALL

LL
500

500

EY
200

200

0.900
2.350

0.900
2.350
flr non slip cer. tiles
PV WHB PV PV WHB
BROOKS COMPANY LIMITED
2,900
2,800

W.I.C
2,000

2,000

2,000
1,000

1,000
200

W.I.C
0.900
2.350
1.550
2.350

EY P.O BOX 2065-00502,

200 1,500

200 1,500

WC GT WC
LL E Y CLIENT NAIROBI.
897 200

SH SH
500

500
RIDGE LL

FALL
SVP SVP A
PV PV V A
V
200

200

200
200
200

200

200
200
PV 0.900
2.350 IC
STUDY
3,400

200 2,500

EY
flr non slip cer. tiles
X

3,990

3,396
3,396

FALL
PV LL

V
A

A
RIDGE

V
6,000

6,000

6,000
6,000

LL
FALL
200

EY
private lounge

FALL
FALL

flr non slip cer. tiles

PV
200

2,605 200
2,605 200

V
A
300 2,605

300 2,605

LL
RIDGE

EY
RIDGE FALL FALL

FALL
200

200

200
200

FALL
PV
MITRIV CONCEPTS.

FALL
400 500 550 200 150 150 200 50 ARCHITECTURAL DESIGN, STRUCTURAL DESIGN & PROJECT MANAGEMENT.
300
300

200 1,800 50 2,500 200 2,200 200 2,500 700 200 2,400 200
200

200
500

500

500
500

200 200 3,400 200 2,100 200 1,550 200 2,200 1,150 3,500 1,150 200 Mitrivconsepts@gmail.com
400 TO SEPTIC TANK 200 2,100 200 2,600 200 2,200 200 3,200 200 2,400 200
E-02

200 200 3,400 200 2,100 200 2,600 200 2,200 200 5,800 200 DRAWING TITLE.
13,650 FALL
WORKING DRAWINGS.
E-01 GROUND FLOOR PLAN 17,700 FIRST FLOOR PLAN DRAWN. RAMPAN KEEN DRG NO
SCALE (1:100) ROOF PLAN CHECKED.
01
SCALE (1:100) SCALE (1:100) DATE. AUG 2022
SCALE. AS SHOWN
GSPublisherVersion 0.0.100.100