NOTES

4.6
12mm thick waterproof
plaster to approval
9 10 0.3 4.1 0.2 GENERAL NOTES
50mm concrete paving blocks This drawing is protected
2 coats of 20mm thick mastic under the copyright Act and
stainless steel clamp asphalt tanking cannot be reproduced in

0.2
part or in whole whole
light weight insulating screed laid to fall
zinc sheet angle plate without authors consent.
25mm thick vapour control layer
250MM DIA OUTLET
PIPE TO STORM All dimensions are to be
DRAIN flashing checked on site, written
dimensions rules over
r.c roof slab
scaled dimensions. Any
r.c beam
discrepancy in the

4.1
4.6
dimensions is to be
reported to the Architect
E before work commences.

0.2
150mm masonry wall
All dimensions are in MM
100mm dia floor drain BACK WATER VALVE unless specified.
LADIES
x x
All construction Work is to
300*300mm non-slip porcelain tiles comply with the latest
0.2 1.5 0.2 1.0 0.1 1.0 0.1 1.0 0.1 1.0 0.1 1.5 0.2 with 5/3 finger joints laid to fall of
floor drain
DETAIL 04 - ROOF SLAB 1:20 K.B.S standard codes of
3.7

practice, local authority by-

0.3
DRAINAGE RESERVOIR TANK 250MM DIA INLET
laws and fire regulations.
4100*4100*3500MM PIPE
stainless steel support bar at this darwing is to be read in
WC WC WC WC
900mm above floor level to archs conjuction with
CONCRETE COVER
PWD approval specifications and all other
wc to arch approval 150MM REINFORCED CONCRETE SLAB relevant drawings.
PLAN P.V denotes permanent
0.2

100MM POLYURETHENE INSULATING FORM EVAPORATOR UNIT INSTALLED TO ventilation and must be
250MM DIA OUTLET PIPE TO SUPPORTED BY STEEL RODS 450MM C/C MANUFACTURERS SPECIFICATIONS
provided above all windows
STORM DRAIN and doors where indicated
URINAL PWD 5MM THICK FLAT ALUMINIUM SHEETS THERMOSTAT SCENSOR
WC WC 100mm thick masonry parttioning wall with or shown.
300*300mm ceramic wall tiles laid to a 150mm thick masonry wall bedded in RECESSED LIGHT FIXTURES TO ARCHS
cement sand motor APPROVAL
height of 2400mm and plastered and PRE-CAST CONCRETE COVER
painted to arch approval to ceiling level Water meter to be 300mm
above ground level.
3.7

75MM THICK POLYURETHENE INSULATION ON

FLOAT SWITCH MASONRY WALL
0.2 2.1 0.1 1.0 0.1 1.0 0.1 1.5 0.2
All walls under 200mm
900*1200mm aluminium casement 5MM THICK FLAT ALUMINIUM SHEETS
thick to reinforced with
window to schedules 150MM GATE VALVE 25MM THICK NON-POLISHED TERAZZO FLOOR FINISH hoop iron after every
GENTS
alternating course.
50MM THICK INSULATION ON FLOOR VAPOUR BARRIER
250MM DIA INLET PIPE
Damper proof course to be
D REINFORCED CONCRETE SUBFLOOR provided under all external
walls at grade. D.P.C to be
0.2

a minimum of 150mm
150MM DIA PIPE obove ground level.
HIGH WATER ALARM
wash hand basin to arch appoval PUMP 2 START Depth of foundation is to
GUIDE RAILS PUMP 1 START be determined on site to
S.E approval.

ALL PUMPS STOP

COLD ROOM DETAIL
All vegetable soil to be
removed from under slab
and all paved surfaces.

ABLUTION PART PLAN 1:50 All soils under slab and

around external foundation
SECTION x-x to be treated for termite
control.

BASMENT DRAINAGE DETAIL 1:50 Provide 1 row of 600*600*

50mm precast conc.
E D paving slabs around the
building unless otherwise
25mm thick waterproof plaster
shown.
200mm thick concrete block wall bedded in
cement;sand motor
drainage aggregate All reinforcement work to
existing slab soffit
3 coats of 20mm thick mastic asphalt tanking
applied to rough concrete face to approval
Structural Engineers
soffit clamp
alluminium ceiling
details.
200mm thick r.c concrete wall to s.e suspenders at 600mm c/c
150mm dia subsoil drain approval 12MM THICK PLASTER FINISH
GROWING MEDIUM
Drain pipes passing under
anodized alluminium
75MM THICK IN SITU CONCRETE angle plates at 600mm tarmac, driveways and
150mm thick r.c slab on c/c
PLASTERED AND PAINTED WALL WITH 3 1200*300mm r.c foundation 25mm thick horizontal mastic asphalt DRAINAGE AGGREGATE
12MM THICK MASTIC ASPHALT VERTICAL TANKING buildings to be encased in
concrete on 50mm blinding waterproofing 0n
COATS OF SILK VINYL WATERBASED 150mm thick concrete slab 50MM DIA PERFORATED G.I DRAIN PIPE 150mm thick concrete
25MM C/S SCREED LAID TO FALL CONNECTED TO DOWN PIPE TO M.E DETAILS
PAINT surround.
25MM THICK WATER PROOF GYPSUM
12MM THICK MASTIC ASPHALT
CEILING TO DETAIL
300*300MM CERAMIC
WALL TILES LAID 2400MM PEDANT LIGHT FIXTURE SUSPENDED
HORIZONTAL TANKING
75MM DIA DOWN PIPE TO M.E DETAILS
CEILING DETAIL 1:20 All sanitary works to the
satisfaction of the
HIGH 600MM FROM CEILING mechanical engineer.

PORCELAIN WASH HAND BASIN TO ARCH

900*1500MM ALUMINIUM CASEMNT
DETAIL 03 1:50 All roads, storm water
APPROVAL
WINDOW TO SCHEDULES DETAIL 06 1:10 drainage and foul
sewerage to civil engineers
50MM THICK GRANITE COUNTERTOP TO drawings.
ARCH APPROVAL BRASS FAUCET TO ARCH APPROVAL EXTRUDED PLASTIC EXTRUDED ALLUMINIUM ALLOY BOX MULLION
COVER PLATES AND
SCREWS All electrical works to the
MDF FALSE CABINETRY TO ARCH APPROVAL BIDGET TO ARCH APPROVAL EXTRUDED ALLUMINUIM ALLOY
entire satisfaction of the
FOR BOX TRANSOM Electrical engineer.

300*300*12MM THICK NO-SLIP TRANSOM LOCATED ON SPIGOT TO FIXED TO 5MM THICK PORCELAIN TILES GLUED TO
BOX MULLION - CONNECTION TO BE MASTIC
PORCELAIN TILES LAID TO FALL SEALED CEMENT SAND SCREED

MULLION BOLTED TO ANGLE BRACKETS THROUGH REVISIONS

UNDERSILL PANEL SLOTTED HOLES-ANGLE BRACKETS SECURED TO FLOOR
EDGE THROUGH BOLTS LOCATED IN DOVETAIL ANCHOR
TO PROVIDE FOR THERMAL MOVEMENT
DATE DESCRIPTION

ABLUTION PART SECTION 1:50 25MM THICK CEMENT SAND FLOOR SCREED

DETAIL 05 - CURTAIN WAll

1 MOULDED AND POLISHED 150MM THICK R.C SLAB

GLASS PANEL RAILING HARDWOOD TIMBER HANDRAIL
2

CONCRETE TREADS WITH 25MM NON-SLIP CARBORANDUM

4

5 30*30MM STEEL INNER POSTS 150MM R.C LANDING

IN SITU R.C LANDING 12.5MM THICK PARQUET FLOOR

400*250MM R.C BEAM
15*15MM STEEL BALUSTERS
E.X 50*50MM HARDWOOD TIMBER
10

12

13

14

15

16

17

18

19

20

21

22

23
11
6

150MM RISER BATTERNS

150MM R.C WAIST WITH SOFFIT
POLISHED CONCRETE FINISH PLASTERED AND PAINTED TO
ARCH APPROVAL 25MM THICK CEMENT SAND SCREED

300MM WIDE CONCRETE TREAD

N
WITH NON-SLIP CABORANDUM 150MM THICK R.C SLAB
STRIPS 0N 30MM NOSING
GLASS PANEL RAILING
POLISHED CONCRETE FINISH ON
TREAD CLIENT NAME
MOWASCO

DETAIL 02 - FIRE ESCAPE 1:50 FLOOR FINISH DETAIL 1:10 PROJECT DESCRIPTION
50MM CANTILEVER
CONCRETE TREADS WITH STAIR MIXED USE
DEVELOPMENT
25MM OVERLAP ON
TREAD BELOW PROJECT AT CBD
METAL TOP RAIL MOMBASA
MOULDED AND POLISHED
HARDWOOD HANDRAIL

120*200MM R.C SPINE SCREWED FROM UNDERSIDE

OF METAL RAIL
NUT AND WASHER
BEAM BEAM HOUSED IN 8MM DIA STEEL SCREW

POCKET CAST IN LANDING DESIGNED BY :

METAL BALUSTER BOLTED

AND FLOOR STEEL STANDARDS THROUGH TREAD OF STAIR

NGURE KENNEDY
PRECAST CONCRETE
TREAD

M14 EXPANDING STEEL BOLTS

WITH NUTS AND WASHERS CAST PROJECT STAGE
INTO CONCRETE SPINE BEAM
WORKING DRAWINGS

DOUBLE CANTILEVER TREAD

BOLTED TO PRECAST DRAWN:
CONCRETE SPINE BEAM SCALE:
AS SHOWN NGURE KENNEDY
R.C 120*200MM SPINE BEAM

CHECKED: DATE :

DETAIL 01 - OPEN TREAD 1:50 TREAD AND RAILING DETAILS DRAWING NUMBER : JOB NUMBER :

STAIR
REVISION :
N/A

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