2. EXISTING HOUSE
EXIST. CARPORT
ACCESS
ROAD
976
974
936 935
937
DATE: PROJECT: DRAWING: SCALE:
DRAWING NUMBER:
AUTHOR:
CLIENT: PLOT: SIGNED:
1:50 1:100
1:200 1:5000
PAGE:
CONTACT:
CLIENT ADDRESS:
G H
A1 (landscape)
+ 267 71 482929
granthepburndesigns@gmail.com
(AMMENDED SET) LOCATION, SITE+FIRST
FLOOR PLANS / SECTIONS AA+BB /
ELEVATIONS
KH-GF-01-A
PROPOSED GUEST FLATLETAPR 2012
975, KAZANGULA, NEW STANDSMR & MRS K HONEY
PLUMBING
WASTE WATER DISPOSAL TO LINK TO
COUNCIL SEWER SYSTEM AS SHOWN.
ALL WASTE WATER PIPING TO
CONSIST 160mm PVC PIPING.
AREAS + SIZES
SITE : 875 m²
PROPOSED ADDITION : 39.5 m²
EXISTING
-CARPORT : 47.04 m²
-OUTHOUSE : 12.96 m²
-MAIN HOUSE : 196.7 m²
: 256.7 m²
TOTAL : 296.2 m²
TOTAL FOOTPRINT : 273.04 m²
COVERAGE : 31.2%
NOTES & SPECIFICATIONS
DOORS + WINDOWS
ALL WINDOWS TO CONSIST OF
STANDARD STEEL FRAMES FITTED
WITH 4mm STANDARD FLOAT GLASS,
EXCEPT BATHROOM + TOILET
WINDOW TO BE FITTED WITH 4mm
PACIFIC PATTERNED GLASS + ND55F
IN HALLWAY TO BEDROOM TO BE
FITTED WITH FROSTED GLASS.
SEE CODES FOR EXACT SIZES.
SLIDING DOORS TO CONSIST
ALUMINIUM/WOOD FRAMES FITTED
WITH 5mm SAFETY GLASS.
BATHROOM DOOR TO BE FITTED
WITH HOLCORE DOOR MOUNTED ON
HANGING ROLLERS TO SLIDE AS
SHOWN.
SITE LOCATION
PROPOSED BUILDING
ON SITE
WASTE WATER LINE
N
STAIRS
STAIRCASE TO BE CONSTRUCTED
OUT OF STEEL AND TIMBER ON SITE.
RISER MAX = 200
TREAD MIN = 250
P.O.BOX 1025
KASANE
EAST ELEVATION 1:100 WEST ELEVATION 1:100
SOUTH ELEVATION 1:100
SITE PLAN 1:200 LOCATION PLAN 1:5000
25000
35000
N
5998 7902
2865
10000
8500 1500
396 981 1028 492 492 1896
8252 1500
6400
39502250200
8081267808
3702
2413 1100 4509 1500
115 115
2537 399 399 1496 3788
8500 1500
10000
2852
8240
5388
3950
343426
3702
A A
5723
6173
5566
5175
3050
2595
2354
300
6479
IBR ROOF SHEETING @
7.5° ON 75X50 TIMBER
PURLINS FIXED @ 1200
CS TO 228x38 TIMBER
TRUSSES @ 1025 CS
115 BRICK WALL
INTERNAL NON
LOADBEARING
WALL
22 T+G
FLOORING ON 19
PLYWOOD ON
114x50 TIMBER
JOISTS FIXED @
500CS ON
300x50 TIMBER
JOISTS @ 600
CS
200 Ø
GUMPOLE
THICKNESSED
ON ONE SIDE
TO 183 Ø
R.C. BEAM
TO SPEC
2595
R.C. FLOOR
SLAB TO SPEC
165 TIMBER STUD WALL
(100x50 TIMBER STUDS @
600 CS CLAD IN 12mm
PLY EXTERNALLY CLAD
WITH 22 T+G STRIPS TO
SUIT) - (see Detail 1)
FIREPROOF
INSULATION
100x38
NOGGING
STEEL &
TIMBER
BALUSTRADE
TO SPEC
345X230
MASONARY
COLUMN ON
FOOTING TO
SPEC
TIMBER
STAIRS TO
SPEC
NORTH ELEVATION 1:100
CONC
FOOTING TO
SPEC
COMPACTED
EARTH FILL
994400
1394
200ØGUMPOLECOLUMN
CONC
FOOTING TO
SPEC
COMPACTED
EARTH
FILL
345x230
MASONARY
COLUMN
1000
SECTION AA 1:50
SECTION BB 1:50
FIRST FLOOR PLAN 1:50 B
B
2826
1330
876
1076950
LIVING AREA
BEDROOM
BATHROOM
BALCONEY
SHOWER
22 T+G
FLOORING ON 19
PLYWOOD ON
114x50 TIMBER
JOISTS FIXED @
500CS ON
300x50 TIMBER
JOISTS @ 600
CS
FIREPROOF
INSULATION
12 GYPSUM CEILING
NAILED TO 38x38
TIMBER BRANDERS FIXED
TO UNDERSIDE OF
TRUSSES @ 305 CS
MAX
AIR
VENT
AIR
VENT
200 Ø
GUMPOLE
COLUMN
200 Ø
GUMPOLE
BEAM
300x38 TIMBER
CLOSER
STEEL BRACKETS
BOLTED TO
GUMPOLES +
JOISTS
NG1
NG1 ND55F
NC1
ND1
NG1 NG1 NG1 NG1
NC1
N
6291
5639
5324
6291
24622862
2125
5811
29492862
24786382224
FRL 2
FWH
FFL
EFL 1
EFL 2
FCL 2
FCL 1
FRL 2
FFL
EFL 1
EFL 2
FCL 2
FCL 1
228X50 TIMBER
BEAM LINTEL
ABOVE SLIDNG
DOORS
DETAIL 3
DETAIL 2
DETAIL 1
DETAIL 2
1:25
1:25
1:10
DETAIL 3
DETAIL 3
IC3
IC1
EXISTING SCEPTIC
TANK +
SOAKAWAY
2500 2500
25005000
TILING + FINISHES
ALL FINISHES TO BE TO CLIENTS
SPEC.
492
NG1
2400
19
PLYBOARD
INSULATING
MATERIAL
DPM VAPOUR
BARRIER
50x19
VERTICAL
BATTEN
100x50
TIMBER
WALL STUD
22 T+G
CLADDING
19
PLYBOARD
INT
EXT
DETAIL 1
690
550
450280170
230 230230
500
165
165
200200
450
720280
100 CONC
FLOOR SLAB
FWH
BRICKWORK + COLUMNS
MASONARY AROUND THE BATHROOM
AREA TO CONSIST 115 WALLS SITTING
ON A R.C. RINGBEAM CAST INTO
GROUND FLOOR WALL.
MASONARY COLUMNS TO BE
CONSTRUCTED TO SPEC.
GUMPOLE COLUMNS TO BE DUG IN
TO MIN 1250 DEPTH BELOW GROUND
LEVEL.
(see details).
7.5°
IC2
NEW STANDS
2119
AMMENDMENTS AND CHANGES
1. STAIRS MOVED FROM SIDE OF
BUILDING OVERLOOKING ADJOINING
PLOT
165 TIMBER STUD WALL
(100x50 TIMBER STUDS @
600 CS CLAD IN 12mm
PLY EXTERNALLY CLAD
WITH 22 T+G STRIPS TO
SUIT) - (see Detail 1)
WASTE
AREA
1100
11100
1100
4600
