1. EXISTING
BEDROOM
MASTER
BEDROOM
ENSUITE
BATHROOM
STOREROOM
EXISTING
LIVING
ROOM
EXISTING
KITCHEN
EXISTING
BATHROOM
EXISTING
PORCH
WALL TO BE DEMOLISHED
NE4
NE16NE16NE2
NC7
NC7
NC7
NE16
EXISTING
PROPOSED
DATE: PROJECT: DRAWING: SCALE:
DRAWING NUMBER:
AUTHOR:
CLIENT: PLOT: SIGNED:
1:50 1:100
1:200 1:7500
PAGE:
CONTACT:
CLIENT ADDRESS:
G H
A1 (landscape)
+ 267 71 482929
granthepburndesigns@gmail.com
LOCATION, SITE, GROUND FLOOR + FIRST
FLOOR PLANS / SECTION AA / ELEVATIONS
(APPROVAL SET)
DRH-HE-1
HOUSE EXTENSION + ALTERATIONAPR 2012
30mX23.1mX27mX21.6m RESIDENTIAL
PLOT IN KAZANGULA VILLAGE (TRIBAL)
AMADU INVESTMENTS (PTY) LTD
PLUMBING
ALL NEW WASTE WATER DISPOSAL
SYSTEMS TO PLUMB INTO EXISTING
SCEPTIC TANK + SOAKAWAY AS
SHOWN.
ALL NEW WASTE WATER PIPING TO
CONSIST 110mm PVC PIPING.
AREAS + SIZES
SITE
PROPOSED
EXISTING
TOTAL
COVERAGE : 15.8%
FINISHES
INTERNAL WALLS TO BE GIVEN
SMOOTH PLASTER FINISH AND PAINTED
TO SPEC.
EXTERNAL WALL SURFACES TO BE
GIVEN A SMOOTH PLASTER FINISH AND
PAINTED TO SPEC.
BEDROOM FLOOR TO BE GIVEN
150X150 QUARRY TILE FINISH.
BATHROOMS TO BE GIVEN TILE FINISH
OF CLIENTS CHOICE.
STOREROOM TO BE LEFT WITH WITH
SMOOTH STEEL FLOATED RAW CONC
FLOOR FINISH.
NOTES & SPECIFICATIONS
DOORS + WINDOWS
ALL NEW WINDOWS TO CONSIST OF
STANDARD STEEL FRAMES FITTED
WITH 4mm STANDARD FLOAT GLASS,
EXCEPT BATHROOM + TOILET
WINDOWS TO BE FITTED WITH 4mm
PACIFIC PATTERNED GLASS.
ALL NEW DOORS TO CONSIST
STANDARD STEEL DOOR FRAMES
FITTED WITH HARDWOOD DOORS ALL
ROUND.
SITE LOCATION (on location plan)
EXISTING BUILDING
ON SITE (on site plan)
WASTE WATER LINE (on site plan)
BOUNDARIES
THE BOUNDARIES DEFINED WITH
EXISTING 2M BRICK WALLS WITH
ROUGH PLASTER FINISH ON BOTH
SIDES.
THE FRONT BOUNDARY IS DEFINED
WITH 2M PALISADE FENCING.
P.O.BOX 22
KASANE
LOCATION PLAN 1:7500
FRONT ELEVATION 1:100 REAR ELEVATION 1:100
SIDE ELEVATION 1:100 SIDE ELEVATION 1:100
SECTION AA 1:50FIRST FLOOR PLAN 1:50
N
A
PROPOSED BUILDING ON
SITE (on site plan)
115 NON LOAD BEARING
BRICK WALL PLASTERED
ON BOTH SIDES
230x690 RC STRIP
FOUNDATION @
MIN DEPTH 400
BELOW NGL ON
COMPACTED
CALCRETE BASE TO
SUIT
EXISTING
SCEPTIC
TANK AND
SOAKAWAY
85 THICK RC
FLOORSLAB ON
COMPACTED
EARTH FILL TO
SUIT
PRECAST RC
LINTEL
230 BRICK
FOOTING WALL
9335
461511890
SITE PLAN 1:200
23100
27000
21600
30001
2500 5000
2500
2500
3136
3185
3658 21471511
115 115
2750 6241
1749 1749 2230 1282
1477
814 1378
1404
1404
1378
1332
421
1057
1057
814
1057
1470
1332
23011731022305
115
3051465
2270
1421
16552615
115115
1900
1620
1470
2270
400
3420
1645305
114
GUMPOLE ROOF TRUSESS
TO @ CS THATCHERS
SPEC (1000 MAX)
RINGBEAM FIXED TO
GUMPOLE COLUMNS
BURIED IN GROUND TO
DEPTH OF NO LESS
THAN 500 MM ON CONC
FOOTING 200 THICK
GUMPOLE FOOTING DETAIL 1:20
230x345 RC STRIP
FOUNDATION @
MIN DEPTH 400
BELOW NGL
(ALTERNATIVELY
FLOOR SLAB CAN
BE THICKENED TO
250 BELOW WALL)
A
WASTE
AREA
ROAD
NN
5773
5087
3227
2579
2500
1551
400
750
980
CONCRETE
WELL
COMPACTED
EARTH
+
GRAVEL
FILL
150/175
GUMPOLE500150
350
MIN
PARKING
6000
2500
4000
ACCESS
GATE
IC1
IC2
KAZ
NEW
STANDS
M
AIN
ROAD
TO
KASANE
TO
F TOWN
TO
ZIM/ZAM
BORDERS
CHOBE RIVER
FFL
FRB
FWH
FRL
NGL
25082508