The copyright of this drawing is held by studio landmark

architects. The right of reproduction of this drawing

or any part thereof is reserved.

Notes
G: GENERAL
G1 BEFORE SETTING OUT OR ORDERING ANY MATERIALS, THE CONTRACTOR MUST SATISFY

HIMSELF AS TO THE CORRECTNESS OF THE DRAWINGS AND ANY DIMENSIONS GIVEN.

G2 ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE LOCAL AUTHORITY'S

REQUIREMENTS, NATIONAL BUILDING REGULATIONS, AND THE RELEVANT SABS STANDARDS.

G3 THIS DRAWING TO BE READ IN CONJUNCTION WITH OTHER CONSULTANTS' DRAWINGS,

DETAILS AND ALL RELEVANT SPECIFICATIONS OR SCHEDULES AS MAY BE ISSUED.

G4 ALL REINFORCED CONCRETE, STRUCTURAL STEEL AND WOOD, LATERAL SUPPORT AND

UNDERPINNING DETAILS AND SPECIFICATIONS: SEE STRUCTURAL ENGINEER'S DRAWINGS!

G5 ALL DRAINAGE AND WATER INSTALLATIONS, AC SYSTEMS, STORMWATER SYSTEM DETAILS

AND SPECIFICATIONS: SEE MECHANICAL ENGINEER'S DRAWINGS!

G6 ALL POWER AND LIGHTING INSTALLATIONS, ACCESS CONTROL, FIRE DETECTION, INTERCOM,

CCTV SYSTEMS, DETAILS AND SPECIFICATIONS: SEE ELECTRICAL ENGINEER'S DRAWINGS!

CONSTRUCTION NOTES:
A: SUB STRUCTURE
A1 EXCAVATIONS, FILLING AND COMPACTION ACCORDING TO ENGINEER'S INSTRUCTION.
A2 1000 MICRON DPC (GUNDLE ORANGE) SEALED TO FORM CONTINUOUS
MEMBRANE BETWEEN WALLS AND FLOORS.
A3 PROVIDE 375 MICRON VERTICAL DAMPPROOF MEMBRANE IN WALLS DIVIDING
STEPPED FLOOR LEVELS.
A4 FOUNDATIONS NOT TO PROJECT BEYOND SITE BOUNDARY.

B: SUPER STRUCTURE
FRONT ELEVATION SCALE:1/75 BACK ELEVATION SCALE:1/75 RIGHT SIDE VIEW SCALE:1/75 B1 BRICK WALLS IN 1:5 CEMENT MORTAR WITH HOOP IRON REINFORCING
EVERY 6TH COURSE, INTERNAL WALLS PREPARED TO RECEIVE BAGGED PLASTER.
B2 WALLS ABOVE DOOR HEIGHT TO HAVE 'BRICKFORCE' EVERY 3RD COURSE.
B3 BRICKWORK WALLS TO BE PLASTERED AND PAINTED INTERNALLY AND EXTERNALLY.
B4 EXTERNAL WALLS: ONE LEAF 300mm CLAY NON-FACE BRICKS
B5 ALUMINIUM WINDOWS, SLIDING AND FOLDING DOORS AS PER WINDOW SCHEDULE.
POWDER COATED FINISH.
B6 BALUSTRADES AND HANDRAILS STEEL SECTIONS TO DETAIL.
B7 FLOOR SLABS, BEAMS AND LINTELS IN REINFORCED CONCRETE
TO STRUCTURAL ENGINEER'S SPECIFICATION.
B8
1,280 STRUCTURAL TRUSSES, COLUMNS AND BEAMS IN GALVANIZED STEEL OR
STRUCTURAL LAMINATED TIMBER TO ENGINEER'S SPECIFICATION.
B9 STRUCTURAL ENGINEER'S DRAWINGS WILL BE SUBMITTED NOT LATER THAN
THREE DAYS PRIOR TO COMMENCEMENT OF SUCH WORKS.
20 60 20 140 20 220 20 140 20 280 20 300 20
C: ROOF STRUCTURE
20 20 C1 12.5mm GYPSUM BOARD ON SUSPENDED CEILING SYSTEM
80 160 20 220 20 60 60 20 240 40 30 240 50 C2 STRUCTURAL STEEL PROFILE SYSTEM TO STRUCTURAL ENGINEER'S DETAILS
240 60 60 240 240 C3 TORCHED ON ROOF MEMBRANE SYSTEM ON CONCRETE SURFACE

80 160 240 160 300 320 D: FINISHES

D1 EXTERNAL WALLS: EXTERNAL PLASTER WITH SMOOTH WOOD TROWEL FINISH AND PAINTED

X
WITH TWO COATS UV-RESISTENT, WATERBASED

20
0.600 / 0.6000.600 / 0.600 EXTERIOR PAINT
D2 ROOFING SYSTEM:
40

2.200 / 2.400 2.400 / 2.400

20

80
E: ENERGY EFFICIENCY AND SUSTAINABILITY

80

60
KITCHEN 2 E1
E2
HIGH TECH SOLAR REFLECTIVE, SEALED INSULATED GLASS
THERMAL ROOF INSULATION - GYPSUM BOARD
VERANDA BATHROOM
160

180

E3 SOLAR WATER HEATING

140

180

2.400 / 2.400

20
E4 GREYWATER AND RAINWATER COLLECTION SYSTEM

2
KITCHEN

320
BEDROOM BEDROOM
20

20

LEFT SIDE VIEW SCALE:1/75

1.400 / 0.700

320

340

300
STORE 6.570
140

160
140

120

2
DW CORRID
30

5.213
2
0.600 / 0.600 0.600 / 0.600
20

4.964
60
60

BATHROOM DINING-PLACE

25

20
160
170

190

0.600 / 0.600 0.600 / 0.600

30

3.800 3.800 3.800

220 120 540 120 160

60
60
BATHROOM
60
60

CORRID
200

220

200
30
2.900
40 30 40 30

0.400 / 2.000

2.700 1
2.600 2.600
No. Date REVISION
1,150

1,150
20

200

60
60
360 260 CORRID 2.400 2.400

DRESSING

25
0.400 / 1.600
160

180

client signature: date:

160

20
2
50

architect signature: date:

BEDROOM Consultants
400

LIVING-ROOM
20

0.000 0.000 0.000 0.000

300

320

300
345
2

SECTION XX SCALE:1/75
2
400

440

420

1.498 / 2.400 2.400 / 2.400

Developer :
20

BEDROOM
NYIRABANGUKA Bonifride
1.800 / 2.400

1
190

170
190

180
240

VERANDA P r o j e c t:
1.850 / 2.400
Proposed Residential House to be built on plot
with UPI: 3/03/12/04/196 in Rugerero- Rubavu
20

20

District.
380 170 390 320
20
210 185 5 150 10 45 320 15 30 240 50
240 240 240 240
Drawing title:
X

20 360 20 150 20 370 20 300 20

ARCHITECTURAL DRAWINGS

1,280

GROUND FLOOR PLAN SCALE:1/50

scale Date Drawn and Checked by.

1/50,1/75,1/100 AUGUST, 2017 Overseas Consultants Ltd

Drawing no.01 revision

no.
ROOF PLAN SCALE:1/100

GSPublisherVersion 0.0.100.100