200mm thick masonry wall with

12mm thick plaster finished as

per schedule
..

200mm Thick wall

150x20mm Quarry tile skirting
from an approved supplier jointed
and pointed in cement mortar on 6x100mm ceramic
prepared backing to approval
. tiles fixed on the
1000 Gauge damp proof wall withmortar
membrane laid to approval
. 5 mm thick porcelain tiles glued to
cement sand screed
8mm thick non slipceramic floor tiles on
1800 32mm thick 1:2(cement:sand)
screed laid to approval
. 50mm coral stones

300X300mm non -slip heavy duty 25 mm thick cement

concrete tiles patterned to 10mm Approved
sand floor screed
approval. gauge ceramic
skirting to match
100mm thick .rc pedestrian walk floor colour to

600
sloped to drain
. Umbrella fire 150 mm thick R.C Slab specs

100
'Pyroc' sprayed ceiling extinguishing sprinkler
finish on the underside system. Pipe sizes to
M.E's detail. 6 10
to approval.
Coral rock details 1 : 20 Coral rock cladding details 1 : 20
50x50mm two coat D 04 D 06
Mastic asphalt angle
fillet.
300mm deep hardcore well
compacted to approval
.

4.6

0.3 4.1 0.2

0.2
250MM diaoutlet pipe
to storm drain

300mm thick reinforced

ribbed structural floor slab
.

4.6

4.1
Reinforcement details to
RETAINED EARTH S.E's details.
BASEMENT2 FLOOR
-6600 LEVEL

Back water valve

x x

Umbrella fire
5O mm two coat
extinguishing sprinkler

0.3
Mastic asphalt angle Drainage reserviour tank
150mm thick masonry protective system. Pipe sizes to 250MM dia inlet pipe
fillet. 4100 *4100 *3500 MM
walling finished with12 mm thick M.E's detail.
plaster and 3-coats water proofing
paint to approva. l Concrete cover

PLAN

12mm thick plaster on protective 250 mm dia outlet pipe to

masonry walling finished w ith 3_coats storm drain
of water-proof paint to approval.

PRE - CAST CONCRETE COVER

150 mm gate valve
Pre-cast concrete cover
3-coats 20mm thick mastic Float switch
asphalt tanking applied to rough 400x600mm R.C column with a
concrete face to approval. 1500mm high iron angle
protection
.
30mm thick cement/sand grout. 250mm dia inlet pipe

150mm thick r.c loading slab

200mm thick r.cwalling ribbed to approval. Reinforcement
.to' S.E details
. layout to S.E's details.
150 mm Dia pipe
BASEMENT 1FLOOR High water alarm
-3600LEVEL
Pump 2 start
50 x50mm mastic angle 50 mm thick protective Guide rails Pump 1 start
fillet . screed
.
All pumps stop

3-coats of30mm thick

75mm thick coarse horizontal Mastic asphalt
clinker blinding. applied over concrete base to SECTION x - x
approval.

Basement part section detail 1: 20 Basement part section detail

D 01 D 03

Concrete wall
Sheet -metal protection 1500mm high150x150 18mm
12mm Thick plaster finished
thick stainless steel angle

Paver with shim Sheet

-metal parapet cap protection
with3-coats of water proof
paint to approval
section painted to approval
sloped to drain roof side
Loose-laid retention tee
Engineered soil
Filter Fabric
Optional Reservior layer
Moisture retention layer

Aeration layer 400

Countinuos
cleat

18 18
150 324 150

600

column part plan detail scale1:5

D 04

212
6 200 6

Thermal insulation Finish as per schedule Finish as per schedule

Drainage layer R.C beam to S.E's detail r.c beam to S.E's detail
5025 12

31

Root barrier 25x33mm z section steel

10

75x50mm camphor wood casement sash framing

casement sash framing
25

12 230 50 120 12
6mm peripheral fogged

Thermoplastic waterproofing membrane Seam plates and fasteners

6mm peripheral fogged clear glass in glass putty
clear glass in glass putty as per schedule.
as per schedule.

Structural deck prime

, as s.e detail perimeter securement 6 105 12 25 52 5 6
6 200 6
212
sealant
Membrane flashing
12 mm thk finish as
per schedule
Green roof part section detail
GSPublisherEngine 0.0.100.100
1:5 25x33mm z section steel

D 02 Outer jamb finish to detail casement sash framing

6

mm thick camphor
250x80mm bevelled precast
window board painted
concrete Sill to SE's detail.
.
115

Masonry walling
20

mm quadrant timber bead Cement/ sand jointing.

200mm Thick wall
20

Wall finish as per schedule

.
50
40

6x100mm ceramic 7 10
10 6 105 95 12 15
tiles fixed on the 10x10mm drip mould
.
60

200mm Masonry wall wall withmortar mm thk Masonry walling

;
6mm clear glass in glass
putty as per schedule.

8mm Ceramic tiles

6

15 5 12

150mm Concrete Slabs Window Sill line

.

BRC Mesh class A66

300mm Beam to S.E detail 10mm Approved
gauge ceramic
skirting to match
200mm Masonry wall
floor colour to
specs
Window jamb detail
100

scale1:5

6 10 D 05
Green roof part section detail 1 : 20
Ceramic tiles skirting details 1 : 20
D 04
D 04

NOTES:
1. This drawing is protected under the copyright Act and 6. P.V denotes permanent ventilation and must be
12. All soils under slab and around external foundation PROJECT CLIENT Project title: Scale Designed by:
provided above all windows and doors where indicated to be treated for termite control
cannot be reproduced in part or in whole whole
Details As shown Kavali Larry
QATAR
without authors consent. or shown. 13. Provide 1 row of 600*600* 50mm precast conc.
paving slabs around the building unless otherwise
2. All dimensions are to be checked on site, written 7.Water meter to be 300mm above ground level.

MARIKITI
shown
dimensions rules over.scaled dimensions. Any 8.All walls under 200mm thick to reinforce with
discrepancy in the.dimensions is to be.reported to hoop iron after every alternating course. 14. All reinforcement work to Structural Engineers details

INVESTMENT
Drain pipes passing under tarmac, driveways and
the Architect.before work commences. 9.Damper proof course to be provided under all external buildings to be encased in 150mm thick concrete Date: Checked by:
3.All dimensions are in MM unless specified. Drawing type.
MPYA
walls at grade. D.P.C to be a minimum of 150mm surround.
4.All construction Work is to comply with the latest
K.B.S standard codes of practice, local authority by
obove ground level. 15. All sanitary works to the satisfaction of the mechanical
engineer.
Working drawings 25/11/2022 Dr. Kalandar
FIRM
laws and fire regularities 10. Depth of foundation is to be determined on site to
S.E approval. 16. All roads, storm water drainage and foul
5.This darwing is to be read in conjuction with

TOWERS
sewerage to civil engineers drawings.
specifications and all other relevant drawings. 11. All vegetable soil to be removed from under slab
17. All electrical works to theentire satisfaction
and all paved surfaces.
of the engineer
GSPublisherVersion 0.60.100.100