1. BEDROOM
GROUND FLOOR PLAN 1:50
SECTION A-A 1:50
200 CONC BLOCK WALL
WITH BRICKFORCE EVERY
COURSE AND GIVEN A
BAG WASH FINISH ON
BOTH SIDES
800x350 REINFORCED CONC
STRIP FOUNDATION @ MIN
1100 DEPTH BELOW NGL ON
150 COMPACTED STABILISED
BASE LAYER TO SUIT
203x203
STEEL
H-COLUMN
TO SPEC
100 NON
STRUCTURAL
PREFAB
INTERNAL
WALLS
built in
cupboards
built in
cupboards
CHROMADEK IBR ROOF SHEETING ON
DPM FIXED TO 40x40 STEEL
PURLOINS BOLTED TO STEEL
BRACKETS BOLTED @ MAX 1000 CS
TO 150x75 STEEL SQUARE SECTION
TRUSSES FRAME BOLTED TO TOP OF
H-COLUMNS
50x50 STEEL
BALUSTRADE
WITH TIMBER
RAIL
19 TIMBER
BARGEBOARD
WITH DECORATIVE
CUT TO SUIT
19 PLY CEILING FIXED WITH
POSIDRIVE SCREWS TO
U/SIDE OF TRUSS FRAME
22 T+G FLOORING FIXED TO 19 PLYBOARD
FIXED TO 150x50 STEEL SQUARE SECTION
JOISTS FIXED WITH STEEL BRACKETS @ 600
CS TO WALL AND IPE180 BEARER
PRECAST
LINTEL
ALU. WINDOW
FRAMES TO SPEC
ALU. SLIDING
DOORS TO SPEC
1000x1000x715 RC PAD
FOUNDATIONS @ MIN
DEPTH 1100 BELOW NGL
ON MIN 150 COMPACTED
BASE LAYER TO SUIT
SMOOTH FLOATED 85
RC FLOORSLAB ON
COMPACTED EARTH
FILL TO SUIT
TILES TO CLIENTS
SPEC ON 85 RC
FLOORSLAB ON
COMPACTED
EARTH FILL TO
SUIT
203x203 STEEL
H-COLUMN
TO SPEC
200 CONC BLOCK
FOOTING WALL ON
400X200 CONC STRIP
FOUNDATION @ MIN
600 BELOW NGL
203x203
STEEL
H-COLUMN
TO SPEC
FFL1 +0150
FFL2 +2785
MAX +6000
NGL 0000
FOUND. -1100
BASE -1250
RC
RINGBEAM
TO SPEC
+2650
+5550
RAINWATER GUTTER
TO SUIT
FIRST FLOOR PLAN 1:50
FRONT ELEVATION 1:100
REAR ELEVATION 1:100
SIDE ELEVATION 1:100
SIDE ELEVATION 1:100
100 NON STRUCTURAL
PREFAB DRY WALL
FIXED IN PLACE WITH
ALUMINIUM ANGLE
IPE200 BOLTED TO
203 H-COLUMN
WITH 4xM18 BOLTS
150x50 STEEL BOX
SECTION FLOOR JOISTS
FIXED @ 600 CS TO
IPE200 WITH STEEL
BRACKETS TO SUIT
19 PLYWOOD SCREWED TO JOISTS
22 T+G FLOORING NAILED TO PLYWOOD
203 H-COLUMN
1000x1000x715
REINFORCED
CONCRETE
FOUNDATION TO
ENG. SPEC
RC PILE
Y12
REINFORCING
TO ENG.
SPEC
203 H-COLUMN WITH
WELDED BASE PLATE
TO SUIT
150
COMPACTED
BASE
LAYER TO
SUIT
200 CONCRETE
BLOCK WALL
Y12
REINFORCING
85 SMOOTH FLOATED
RC FLOOR SLAB
WELL
COMPACTED
EARTH FILL
TO SUIT
250 HARD
COMPACTED
BACKFILL
BASE LAYER
150
COMPACTED
BASE LAYER
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT/APPLICANT:
PLOT: CHECKED:
1:5/1:10/1:50/1:100
G H
CLIENT ADDRESS:
SUBMITTED:REVISIONS
PAGE #:
PAGE FORMAT: A1L
DRAWING NUMBER:
/
HOUSE APPROVAL SET
GROUND FLOOR PLAN 1:50
FIRST FLOOR PLAN 1:50
SECTION A-A 1:50
ELEVATIONS 1:100
FOUNDATION DETAILS 1:10
UPPER FLOOR DETAIL 1:5
BM/HP/01
JULY 2014
2 BEDROOM HOUSE
1804, PLATEAU, KASANE
B MACDONALD
UPPER FLOOR DETAIL 1:5
PAD FOUNDATION DETAIL 1:10
STRIP FOUNDTION DETAIL 1:10
AREAS
SITE AREA = 450 sqm
MAIN HOUSE = 132 sqm (29.3%)
STAFF = 18 sqm (4%)
TOTAL = 150 sqm (33.3%)
PLEASE NOTE
A SETBACK OF 1.5m HAS BEEN MAINTAINED FROM
ADJOINING BOUNDARIES - RESULTING IN THE
BUILDING HAVING A MAX HEIGHT OF 6m.
1.5m X 4 = 6m
P.O. BOX 368
KASANE
2. BEDROOM
PARKING
STAFF
MAIN HOUSE
EXIST.
TREE
GATE
GARDEN
COUNCIL
SEWER
CONNECT.
MH
STONE
PATH
PAVED REAR
AREA
SITE ACCESS
SITE PLAN 1:75
PLOT
1805PLOT
1803
15m ROAD
1 3 0 0 w a l l
1800wall
1800wall
1 8 0 0 w a l l
COUNCIL SEWER LINE
RE
RE
G
G
G
G
W A S T E
A R E A
ICIC
LOCATION PLAN 1:5000
TO KAZUNGULA
TO NGOMA
KASANE
VILLAGE
CHOBE RIVER
COLLEGE
BUS
RANK
RAC
OFFICES
MABELE
ROAD
CHILW
ERO
ROAD
THOLO
CRESECENT
PLATEAU
ROAD
A33
200 CONC BLOCK
WALLS BAGWASHED
ON BOTH SIDES
200x600 RC STRIP
FOUNDATION ON
COMPACTED BASE
TO SUIT
SMOOTH FLOATED
85 RC FLOOR SLAB
ON COMPACTED
EARTH FILL TO SUIT
19 PLY CEILING
FIXED TO U/SIDE
OF RAFTERS
CHROMADEK IBR
ROOF SHEETING
FIXED TO 25 STEEL
PULOINS FIXED @
1500 CS TO 150x50
STEEL RAFTERS
19 TIMBER
BARGEBOARD FIXED
TO RAFTER ENDS
MAX +3100
+2530
+2300
FFL +0200
NGL 0000
FOUND. -0900
SECTION A-A 1:50
FLOOR PLAN 1:50
RAINWATER GUTTER
TO SUIT
FRONT ELEVATION 1:50
SIDE ELEVATION 1:50
REAR ELEVATION 1:50
SIDE ELEVATION 1:50
DATE: PROJECT: DRAWING: SCALE:
DRAWN BY:CLIENT/APPLICANT:
PLOT: CHECKED:
APPROVAL PLANS
LOCATION PLAN 1:5000
SITE PLAN 1:75
STAFF UNIT
PLAN 1:50
SECTION A-A 1:50
ELEVATIONS 1:50
1:50/1:75/1:5000
G H
CLIENT ADDRESS:
P.O. BOX 368
KASANE
SUBMITTED:REVISIONS
PAGE #:
PAGE FORMAT: A1L
DRAWING NUMBER:
/
BM/SP/01
JULY 2014
2 BEDROOM HOUSE
1804, PLATEAU, KASANE
B MACDONALD
AREAS
SITE AREA = 450 sqm
MAIN HOUSE = 132 sqm (29.3%)
STAFF = 18 sqm (4%)
TOTAL = 150 sqm (33.3%)
PLEASE NOTE
A SETBACK OF 1.5m HAS BEEN MAINTAINED FROM
ADJOINING BOUNDARIES - RESULTING IN THE
BUILDING HAVING A MAX HEIGHT OF 6m.
1.5m X 4 = 6m
A 5m SETBACK HAS BEEN MAINTAINED FROM THE
FRONT OF THE SITE.
