Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
PROPOSED DWELLING106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
DRAWING # DRAWINGCOVER PAGE
SITE PLAN
GROUND PLAN
EXTERNAL SERVICES
INTERIOR PLUMBING
ELEVATIONS N/NW - S/SE
ELEVATIONS NE - SW
ROOF PLAN
SECTIONS 13 A & B
DETAILS
SCHEDULES & BAL CONSTRUCTION
CONSTRUCTION NOTES
ELECTRICAL/CEILING PLAN
BSH106-01
BSH106-02
BSH106-03
BSH106-04
BSH106-05
BSH106-06
BSH106-07
BSH106-08
BSH106-09
BSH106-10
BSH106-11
BSH106-12
BSH106-13
BSH106-14
BSH106-15
ATTACHMENTS
GROUND FLOOR (M2) 298.16
DESIGN WIND SPEED SOIL CLASSIFICATION
CLIMATE ZONE BAL RATING
68.26
40M/S
7ALPINE AREA N/A CORROSION ENV' N/A
SITE HAZARDS:
DECK/PORCH (M2)
REFER TO BUSHFIRE HAZARDMANAGEMENT PLAN
LOT SIZE (HA) ENERGY STAR RATING
BSH106-16
SET OUT PLAN
COUNCIL ZONEPROPERTY IDLAND TITLE REFERENCE 173727/13
RURAL LIVINGMVC
3532993
TBC
TBC
3.887 TBC
1/17COVERPAGE
SITE PLAN
E ELEVATION / SECTION 12A
CARPORT PLANSBSH106-17
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
N
20,000
18,500
88,376
80,741
193,800
190,811
163,126
83,329
90,456
TITLE BOUNDARY - 287.74M
TITLE BOUNDARY - 195.69M
TITLE BOU
ND
ARY - 104.67M
T.B. - 39.08M
T.B. - 59.43M
T.B. - 61.33MT.B. - 5
3.72M
T.B. - 35.23M
T.B. -
7.94
M
TITLE BOUNDARY - 230.48M
TITLE BOUNDARY - 214.03M
PROPOSEDDWELLING
PROPOSEDCARPORT
PROPOSED GRAVEL DRIVEWAY
PROPOSEDSHED
T.B. - 8.28M
BISHO
PSBOU
RNE
ROAD
LIFFEY RIVER
SEPTIC
2/17SITE PLAN1:1000
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
90DIAM STAINLESS STEEL POSTSTRUCTURAL DOWNPIPE
N20,000
88,376 TO TITLE BOUNDARY
18,500
80,741 TO TITLE BOUNDARY
193,800 TO TITLE BOUNDARY
190,811 TO TITLE BOUNDARY30,600
20,000
163,126
83,329 TO TITLE BOUNDARY
90,4
56 T
O LIF
FEY
RIVE
R
6,000
6,000
152.0
0
152.00
154.0
0
153.00
TITLE BOUNDARY - 287.74MPROPOSED DWELLING
PROPOSEDCARPORT
PROPOSED GRAVEL DRIVEWAY
PROPOSEDALFRESCO
PROPOSED SHED
TO TITLE
BOUNDARY
152.00
PROPOSED DRIVEWAY 3.5M WIDE + 6MWIDE PASSING BAY
LOCATION OF PASSING BAY TBC ON SITE.MAX 100M BETWEEN PASSING BAYS.
PROPOSEDSEPTICSYSTEM
2x 22,500L TANKS
10,000L TANK(FIRE FIGHTING)
FIRE FIGHTINGCONNECTION
3/17SITE PLAN1:200
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
N
N
450 21,590 230 7,423
450 13,790 90 5,060 90 2,550 240
450 8,840 1,200 1,360 60090860
90750
901,100 90 2,880 90 900 90 1,560
90900 240
450 12,000 90 90 1,610901,100 90 3,870 90 2,550 240
660 13,880 5,060 240 3,640
240
3,800
902,900
90 51090
3,810
901,590 90
3,800
240
17,340
240
3,800
90
3,500
90
3,810
90 90 1,500 903,800
240
240
2,810
90900
90
9,080
90900
90
2,810
5,020
90
4,510
901,100
90
6,440
901,315
901,750
901,265
901,100
90
300
1,55090
4,510
901,100
90
90
5,700
90
4,870
240
3,790
90510
240
240
3,300
901,000
240
240
2,210
901,000
901,000
240
10,302
240
3,300
901,000
90510
90
600
4,000
90
2,400
90530
7,407
240
510
90
3,790
240
507
2,055
4,845
4,870
240
6,080
240
4,030
6,780
16,101
240
6001,000
3,190
1,290
240
240
3,140
901,100
901,660
240
240
2,590
901,650
901,660240
1,745
5,875
450
2,000
90
240
1,765
1,500
1,27990
1,000
4502,00090
240
4,545
901,000
450
240
3,795
901,900
300
26,911
29,694
300
1,550
6,000
5,680
1,147
4,040
240
6,080
450
210
230 5,540 230
1,190
3,300
1,190
12-A
12-A
13-A
13-A
13-B
13-B
17-A
17-A
CARPORT(CONCRETE)
ENTRY(TBC)
KITCHEN(TBC)
DINING(TBC)
PWD.(TILES)
BATH.(TILES)
PORCH(CONCRETE)
DW.
W.I.R.(CARPET)
MASTER(CARPET)
STORE
WIN
DOW
SEAT
BED 2(CARPET)
LIVING(TBC)
PNT.(TBC)
RUMPUS(TBC)
ENSUITE(TILES)
LDY(TILES)
CLOAKSEAT
BOOK
STORE
LINEN
BED 4(CARPET)
BED 3(CARPET)
ENS. 2(TILES)
WM.
ROBE
ROBE
ROBE
FIRE ALFRESCO
(TBC)
D.
REF
fire box
DP
DP
DP
W01ADH2312
W02ADH2309
W03ADH2312
W04ADH2309
W05ADH2312
W19ADH2312
W06
AA
W09
33
D05
ASD
2740
D01
820
D02
1200
+SL
W07
AD
H24
09
W08
AD
H24
09
W09AFW1818
W10ADH2430
W11AFW1726
W17ADH2726
D03ASD2737
D04ASD2737
W12ADH2709
W16ADH2709
W13
AA
W08
39
W15AFW2127
W18
AFW
2720
DP
DP
DP
W14
AFW
2127
1500 900x1500
1500
900x2200
1200
900x1500
820 820P
820
820
820P
1100SQ
1100SQ
1200
SQ
820P
820P
820P
820
STUDY NOOK
RAMMED EARTH
RAM
MED
EA
RTH
OUTSIDE CORNEROF STUDWORK
OUTSIDE CORNEROF STUDWORK
DP
300x85 GL18C OVER
300x85 GL18C OVER
240x
45 M
PG12
OV
ER
240x
45 M
PG12
OV
ER
90DIAM STAINLESS STEEL POSTSTRUCTURAL DOWNPIPE
0 1 2 3 4 5
4/17GROUNDPLAN 1:100
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
11,734 1,666 16,294
14,316 3,469 11,90911,734 6,051 11,909
1,147 2,533 4,718 1,666
3,640 6,423
450 13,790 180 7,620 230 1,000 6,423
13,568
4,577
5,931
7,620
450
2,000
6,960
8,790
13,568
1,717
8,790
1,7452,950
4,040
6,560
9,531
2,203
4,577
10,600
210
16,101
7,407
4,870
4,870
10,303
6,325
17,751
2,835
24,075 38,227
13,568
10,507
17,296
6,779
19,499
4,577
9,681
6,383
8,91710,063
14,240 8,030 7,423
1,745
1,205
13,399 16,294
11,734 17,960
7,975
16,101
210
17,785 11,90914,316 15,378
18,145
5,931
8,325
15,750
86mm SET DOWN
POD SLAB TOSTRUCTURAL DETAILS
FFL: TBC
86mm SET DOWN
OUTSIDE CORNEROF STUDWORK
OUTSIDE CORNEROF STUDWORK
5/17SET OUTPLAN 1:100
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
6,000
ORG WITH TAP OVER. TOP OF ORGTO BE MINIMUM 150mm BELOWLOWEST SANITARY FIXTURE.
DP
(BATHROOM)
S
DP DP
DP
DP
DP
DP
100m
m P
VC S
TORM
WA
TER
LIN
ES
DIR
REC
TED
TO
WA
TER
TAN
KS
WCB
B SH
Ba
WC
T
WCB
SH
WC
B
SH
EV
Ba
(ENS
UITE
)
(BATHROOM)
(ENS
UITE
)
ORG + X
100mm
PVC WASTE W
ATER LINES
TO SEPTIC SYSTEM
AS PER WASTE
WATER M
ANAG
MEN
T PLAN
10,000L TANK(FIRE FIGHTING)
FIRE FIGHTINGCONNECTION
2x 22,500LTANKS
DP
100m
m P
VC S
TORM
WAT
ER LI
NE
DIRRE
CTED
AW
AY F
ROM
BUILD
ING
OVERFLOW DIRRECTEDAWAY FROM BUILDING
90DIAM STAINLESS STEEL POSTSTRUCTURAL DOWNPIPE
ALL DRAINAGE WORK SHOWN IS PROVISIONAL ONLYAND IS SUBJECT TO AMENDMENT TO COMPLY WITHLOCAL AUTHORITIES. ALL WORK IS TO COMPLY WITHAS - 3500 AND LOCAL PLUMBING CODE AND SHOULDBE CARRIED OUT BY A LICENSED PLUMBER.
LEGENDB - BASINBa - BATHS - SINK (65Ø)T - LAUNDRY TUB (65Ø)SH - SHOWERWC - WATER CLOSETFW - FLOOR WASTEEV - VENT (THROUGH TO ROOF)IO - INSPECTION OPENINGRE - RODDING EYEHW - HOT WATER CYLINDERX - EXTERNAL TAPP - DRAINAGE PIT (450mm X 450mm)
DP - DOWNPIPE (90 Ø)
INSTALL INSPECTION OPENINGS AT MAJOR BENDS FORSTORMWATER AND ALL LOW POINTS OF DOWNPIPES.
PROVIDE SURFACE DRAIN TO BACK OF BULKEXCAVATION TO DRAIN LEVELLED PAD PRIOR TOCOMMENCING FOOTING EXCAVATION.
SERVICESTHE HEATED WATER SYSTEM MUST BE DESIGNED ANDINSTALLED WITH PART B2 OF THE NCC VOLUME THREE-PLUMBING CODE OF AUSTRALIA.
THERMAL INSULATION FOR HEATED WATER PIPINGMUST:A) BE PROTECTED AGAINST THE EFFECTS OFWEATHER AND SUNLIGHT; ANDB) BE ABLE TO WITHSTAND THE TEMPERATURESWITHIN THE PIPING ; ANDC) USE THERMAL INSULATION IN ACCORDANCE WITHAS/NZS 4859.1
HEATED WATER PIPING THAT IS NOT WITHIN ACONDITIONED SPACE MUST BE THERMALLY INSULATEDAS FOLLOWS:1. INTERNAL PIPINGa) ALL FLOW AND RETURN INTERNAL PIPING THAT IS-i)WITHIN AN UNVENTILATED WALL SPACEii)WITHIN AN INTERNAL FLOOR BETWEEN STOREYS: ORiii) BETWEEN CEILING INSULATION AND A CEILINGMUST HAVE A MINIMUM R-VALUE OF 0.2
2.PIPING LOCATED WITHIN A VENTILATED WALL SPACE,AN ENCLOSED BUILDING SUBFLOOR OR A ROOF SPACEa) ALL FLOW AND RETURN PIPINGb)COLD WATER SUPPLY PIPING AND RELIEF VALVEPIPING WITHIN 500mm OF THE CONNECTION TOCENTRAL WATER HEATING SYSTEM,MUST HAVE A MINIMUM R-VALUE OF 0.45
3. PIPING LOCATED OUTSIDE THE BUILDING OR IN ANUNENCLOSED BUILDING SUB FLLOR OR ROOF SPACEa)ALL FLOW AND RETURN PIPINGb)COLD WATER SUPPLY PIPIONG AND RELIEF VALVEPIPING WITHIN 500mm OF THE CONNECTION TOCENTRAL WATER HEATING SYSTEMMUST HAVE A MINIMUM R-VALUE OF 0.6
PIPING WITHIN AN INSULATED TIMBER FRAMEDWALL,SUCH AS THAT PASSING THROUGH A WALLSTUD,IS CONSIDERED TO COMPLY WITH THE ABOVEINSULATION REQUIREMENTS.
WET AREASSTORMWATER LINE (100mm PVC)SEWER LINE (100mm PVC)
6/17EXTERNALSERVICES 1:200
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
1,525 BATH
1,500 BASIN
330 WC
11,250 SINK
8,405 BASIN
9,550 WC
290 SHOWER
640
BATH
2,75
5 BA
SIN
2,75
5 SH
OW
ER
5,37
5 W
C
1,20
554
0 SI
NK
3,19
0 BA
SIN
4,02
0 W
C
5,020
2,835 TUB
5,540 WC5,360 BASIN
5,580 SHOWER
9,800 WC
10,760 SHOWER
12,220 BATH
12,940 BASIN
5,44
0 TU
B
740
WC
1,89
5 BA
SIN
3,09
0 SH
OW
ER
740
BATH
290
SHO
WER
3,04
0 W
C
3,04
0 BA
SIN
ALL DRAINAGE WORK SHOWN IS PROVISIONAL ONLYAND IS SUBJECT TO AMENDMENT TO COMPLY WITHLOCAL AUTHORITIES. ALL WORK IS TO COMPLY WITHAS - 3500 AND LOCAL PLUMBING CODE AND SHOULDBE CARRIED OUT BY A LICENSED PLUMBER.
7/17INTERIORPLUMBING 1:100
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
2
2
E
22
2
2 2
2
2
2
2
2
2
2 2
222 2 2
2
2
2
2
2
2
22
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
ELECTRICAL LAYOUTTO BE CONFIRMEDON SITE BY CLIENTWITH ELECTRICIAN
CEILING LIGHT (BATTEN HOLD)
SINGLE GPO 1050 OFF FLOOR
SMOKE DETECTOR
2 GLOBE HEAT, FAN, LIGHT
PHONE OUTLET 300 OFF FLOOR
TV OUTLET
EXHAUST FAN
METER BOX
EXTERNAL LIGHT
SINGLE GPO 300 OFF FLOOR
DOUBLE GPO 1050 OFF FLOOR
DOUBLE GPO 300 OFF FLOOR
4 GLOBE HEAT, FAN, LIGHT
PHONE OUTLET 1050 OFF FLOOR
FLUORESCENT LIGHT SINGLE
FLUORESCENT LIGHT DOUBLE
ELECTRICAL LEGEND
RANGEHOOD EXHAUST FAN
DOWNLIGHT (LED)
MAX ILLUMINATION POWER DENSITY ROOM ALLOWANCES
ROOMMAX IPD
(W)AREA(M2)
LIVING/DINING 268.6553.73
KITCHEN
ENTRY
MASTER
BED 2
BED 3
STUDY
LAUNDRY
BATHROOM
ENSUITE 2
HALL
ALFRESCO
92.25
78.65
96.00
74.70
62.90
18.60
40.60
50.45
26.25
45.40
165.48
NCC V.2 3.12.5.5 ARTIFICIAL LIGHTING
S MOTION/DAY LIGHT SENSOR
18.45
15.73
19.20
14.94
12.58
3.72
8.12
10.09
5.25
9.08
41.37
NOTE:-SMOKE ALARMS TO BE INTERLINKED-DRYER TO BE DUCTED OUTSIDE
ETHERNET OUTLET
DATA HUB
ENTRY
KITCHENDINING
PWD.
BATH.
PORCH
W.I.R.
MASTER
BED 2
LIVING
PNT.
RUMPUS
ENSUITE
LDY
BED 4
BED 3
ENS. 2
ALFRESCO
36.85
57.25
WALK IN ROBE
ENSUITE 11.45
7.37
25.10PANTRY 5.02
10.90POWDER 2.18
147.40RUMPUS
74.70BED 4 14.94
29.48
(HEAT LAMPS NOT INCLUDED IN MAX IPD)
29.32PORCH 7.33
HALL
8/17ELECTRICALPLAN 1:100
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
SUMP & DP
DOUBLE 90x35 MGP10TOP PLATE
75x35 MGP12 TP. BATTENSAT 600Crs
PINE ROOF TRUSS DESIGN BYMANUFACTURER, TRUSSES TO BE AMAX 900 Crs
VAPOUR PERMEABLE SARKINGDIRECTLY UNDER BATTENS
20 RO
OF
PITC
H
FALL
20 RO
OF
PITC
H
FALL
FALL
20 R
OO
F PI
TCH
DP
SUMP & DP
SUMP & DP SUMP & DP
SUMP & DP
SUMP & DP
BOX GUTTER
BOX GUTTER
BOX GUTTER
2 0 ROOF PITCH
FALL
GU
TTER
90DIAM STAINLESS STEEL POSTSTRUCTURAL DOWNPIPE
TIMBER TRUSSES TOMANUFACTURERSSPECIFICATIONS @ 900 MAXSPACINGS
75x35 MGP12 BATTEN
VAPOUR PERMIEABLE SARKINGDIRECTLY UNDER BATTENSSARKING TO STOP AT TOP BATTEN
RIDGE CAPPING
RIDGE DETAILBAL TBC
CUSTOM ORB ROOF CLADDING
MESH TO UNDERSIDE OF BATTENMAX APPERTURE 2mm, NONCORROSIVE STEELOR ALUMINIUM (AS3959 5.6.1)BAL TBC
9/17ROOF PLAN1:100
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
350
2,75
575
0
SOUTH EASTERN ELEVATION SOUTHERN ELEVATION
600
310
300
U/S TRUSS
FFL
ROTA
TED
FOR
CLA
RITY
ROTA
TED
FOR
CLA
RITY
W06D02
W7W08
NGL
EASY-LAP CLADDINGTEXTURE COAT PAINT FINISH
120x18 BURNT ASH CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
RAMMED EARTH
BRICK VENEER
90mm PVC DOWN PIPEPAINT FINISH
D01(BEHIND)
FLUETO BE INSTALLED IAW AS2918-1990
280
2,75
575
0
NORTHERN ELEVATION
600 600
570
520
ROTA
TED
FOR
CLA
RITY
ROTA
TED
FOR
CLA
RITY
U/S TRUSS
FFL
D05 W18 W14 W13
BRICK VENEER
EASY-LAP CLADDINGTEXTURE COAT PAINT FINISH
120x18 BURNT ASH CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
RAMMED EARTH
FLUETO BE INSTALLED IAW AS2918-1990
TRIMDEK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
90DIAM STAINLESS STEEL POSTSTRUCTURAL DOWNPIPE
90mm PVC DOWN PIPEPAINT FINISH
0 1 2 3 4 5
NORTHERN / NORTH WESTERN ELEVATION
SOUTHERN / SOUTH EASTERN ELEVATION
10/17ELEVATIONSN/NW-S/SE 1:100
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
590
2,755
750
650
450
550
650
4,150
W12
U/S TRUSS
FFL
D03 W11
W10 W09
90DIAM STAINLESS STEEL POSTSTRUCTURAL DOWNPIPE
EASY-LAP CLADDINGTEXTURE COAT PAINT FINISH
BRICK VENEER
RAMMED EARTH
FLUETO BE INSTALLED IAW AS2918-1990
90mm PVC DOWN PIPEPAINT FINISH
120x18 BURNT ASH CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
2,755
750
310 280
W15W16D04W17
U/S TRUSS
FFLNGL
EASY-LAP CLADDINGTEXTURE COAT PAINT FINISH
RAMMED EARTH
FLUETO BE INSTALLED IAW AS2918-1990
90mm PVC DOWN PIPEPAINT FINISH
BRICK VENEER
0 1 2 3 4 5
NORTH EASTERN ELEVATION
SOUTH WESTERN ELEVATION
11/17ELEVATIONSNE-SW 1:100
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
2,755
750
600 600
310 520
U/S TRUSS
FFLNGL
W04 W03 W02 W01
EASY-LAP CLADDINGTEXTURE COAT PAINT FINISH
BRICK VENEER
90mm PVC DOWN PIPEPAINT FINISH
D-14ADetail
D-14BDetail
300
2,755
750
600 600
TIMBER ROOF TRUSSESTO MANUFACTURERS SPECIFICATIONS@ 900 MAX SPACINGS
90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs AND NOGSAT 1200 VERTICAL Crs
W17
U/S TRUSS
FFL
20 EASY-LAP CLADDINGTEXTURE COAT PAINT FINISH
BRICK VENEER
PVC DOWN PIPEPAINT FINISH
120x18 BURNT ASH CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
COLORBOND FASCIA & GUTTER
TRIMDEK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
WAFFLE POD SLABAS PER STRUCTURAL DRAWINGS
COMPACT GRAVEL BASE
0 1 2 3 4 5
12/17E ELEVATION /SECTION 12A
1:100
EASTERN ELEVATION
SECTION 12 A-A
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
D-14DDetail
BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET OR EQUIVILANTDIRECTLY OVER 75x35 MPG12 T.P. BATTENS @600CRS
TIMBER ROOF TRUSSESTO MANUFACTURERS SPECIFICATIONS@ 900 MAX SPACINGS
MIN R4.0 BULK INSULATIONTO ROOF CAVITY
90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs AND
NOGS AT 1200 VERTICAL Crs
VAPOUR PERMEABLE SARKINGON EXTERNAL SIDE OF STUD WORK
BRICK VENEER
R2.0 BULK INSULATIONTO EXTERNAL WALLS
TRIMDEK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
EASY-LAP CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONSON 40x25 CAVITY BATTENTEXTURE COAT PAINT FINISH
250 WIDE x 200 DEEP BOX GUTTER250 WIDE, 200 DEEP x 600 LONG SUMP
D-14CDetail
WAFFLE POD SLABAS PER ENGINEERS DETAILS
COMPACT GRAVEL BASE
D-14EDetail
D-14FDetail
D-14GDetail
BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET OR EQUIVILANTDIRECTLY OVER 75x35 MPG12 T.P. BATTENS @600CRS
TIMBER ROOF TRUSSESTO MANUFACTURERS SPECIFICATIONS@ 900 MAX SPACINGS
MIN R4.0 BULK INSULATIONTO ROOF CAVITY
MESH OVER RIDGEBAL 12.5 & OVER
90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs AND
NOGS AT 1200 VERTICAL Crs
VAPOUR PERMEABLE SARKINGON EXTERNAL SIDE OF STUD WORK
BRICK VENEER
R2.0 BULK INSULATIONTO EXTERNAL WALLS
TRIMDEK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
EASY-LAP CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONSON 40x25 CAVITY BATTENTEXTURE COAT PAINT FINISH
250 WIDE x 200 DEEP BOX GUTTER250 WIDE, 200 DEEP x 600 LONG SUMP
RAMED EARTHAS PER ENGINEERS DETAILS
WAFFLE POD SLABAS PER ENGINEERS DETAILS
COMPACT GRAVEL BASE
STEEL BEAM AND COLUMNAS PER ENGINEERS DETAILS
SECTION 13 B-B
13/17SECTIONS13 A & B 1:50
SECTION 13 A-A
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
WAFFLE POD SLABAS PER ENGINEERS DETAILS
10mm PLASTER BOARD
PREPRIMED MDF SKIRTINGDPC TO WEEP HOLEEVERY 4TH VERTICAL JOINT
VAPOUR PERMEABLE SARKINGTO EXTERNAL SIDE OF STUD WORK
BRICK VENEER
FORTICON
R2.0 BULK INSULATIONTO EXTERNAL WALLS
COMPACT GRAVEL BASE
90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs AND NOGS AT1200 VERTICAL Crs
COLORBOND FASCIA AND GUTTER
CEMENT SHEET EAVE LINING
MIN R4.0 BULK INSULATIONTO CEILING
20mm FURRING CHANNEL@ 450 Crs
TIMBER ROOF TRUSSESDESIGNED BY OTHERS AND FIXED TO MANUFACTURERSSPECIFICATIONS @900mm CENTRES MAX.
TRIMDEK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
75x35 MGP12 BATTEN@ 600 Crs
BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET OR EQUIVILANT
DIRECTLY OVER BATTENS.REMOVE INSULATION FROM BLANKET AFTER LAST
BATTEN, FOIL TO CONTINUE TO GUTTER.
120x18 BURNT ASH CLADDINGON 40x25 CAVITY BATTENS
FIXED IAW MANUFACTURERES SPECIFICATIONS
POCKET IN TRUSS10mm PLASTER BOARDTO WALLS AND CEILING
COLORBOND FLASHINGTIMBER ROOF TRUSSES
DESIGNED BY OTHERS AND FIXED TO MANUFACTURERSSPECIFICATIONS @900mm CENTRES MAX. 120x18 BURNT ASH CLADDING
ON 40x25 CAVITY BATTENSFIXED IAW MANUFACTURERES SPECIFICATIONS
75x35 MGP12 BATTEN@ 600 Crs
TRIMDEK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET
OR EQUIVILANTDIRECTLY OVER BATTENS
MIN R4.0 BULK INSULATIONTO CEILING
20mm FURRING CHANNEL@ 450 Crs
10mm PLASTER BOARDTO WALLS AND CEILING
MIN R2.0 BULK INSULATIONTO EXTERNAL WALLS
90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs AND NOGS AT1200 VERTICAL Crs
MIN R4.0 BULK INSULATIONTO CEILING
20mm FURRING CHANNEL@ 450 Crs
TIMBER ROOF TRUSSESDESIGNED BY OTHERS AND FIXED TO MANUFACTURERS
SPECIFICATIONS @900mm CENTRES MAX.
10mm PLASTER BOARDTO WALLS AND CEILING
CEMENT SHEET EAVE LINING
75x35 MGP12 BATTEN@ 600 Crs
TRIMDEK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET OR EQUIVILANTDIRECTLY OVER BATTENS.REMOVE INSULATION FROM BLANKET AFTER LAST BATTEN,FOIL TO CONTINUE TO GUTTER.
BRICK VENEER
DBL TOP PLATE TO PERIMETER
90x35 MPG10 FRAMED PARAPET
COLORBOND FLASHING
90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs AND NOGS AT
1200 VERTICAL Crs
MIN R2.0 BULK INSULATIONTO EXTERNAL WALLS
OVER FLOW
250 WIDE x 200 DEEP BOX GUTTER
PONDING BOARD
EASY-LAP CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONSON 40x25 CAVITY BATTENTEXTURE COAT PAINT FINISH
250 WIDE, 200 DEEP x 600 LONG SUMP
90 DIAM DOWNPIPE
WAFFLE POD SLABAS PER ENGINEERS DETAILS
COMPACT GRAVEL BASE
FORTICON
RAMED EARTHAS PER ENGINEERS DETAILS
TIMBER ROOF TRUSSESDESIGNED BY OTHERS AND FIXED TO MANUFACTURERSSPECIFICATIONS @900mm CENTRES MAX.
AQUACHEK LINNINGTO ALFRESCO SOFFIT
75x35 MGP12 BATTEN@ 600 Crs
TRIMDEK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET OR EQUIVILANT
DIRECTLY OVER BATTENS.REMOVE INSULATION FROM BLANKET AFTER LAST
BATTEN, FOIL TO CONTINUE TO GUTTER.
90x35 MPG10 FRAMED PARAPET
COLORBOND FLASHING
OVER FLOW
250 WIDE x 200 DEEP BOX GUTTER
PONDING BOARD
EASY-LAP CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
ON 40x25 CAVITY BATTENTEXTURE COAT PAINT FINISH
250 WIDE, 200 DEEP x 600 LONG SUMP
90 DIAM DOWNPIPEBEHIND COLUMN, STEEL BEAM TO BE FLUSH
WITH COULMN TO ALLOW D.P. TO BE LOCATED
STEEL COLUMNAS PER ENGINEERS DETAILS
STEEL BEAMAS PER ENGINEERS DETAILS
TIMBER ROOF TRUSSESDESIGNED BY OTHERS AND FIXED TO MANUFACTURERS
SPECIFICATIONS @900mm CENTRES MAX.
75x35 MGP12 BATTEN@ 600 Crs
TRIMDEK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
BRADFORD ANTICON 60FOIL FACED INSULATION BLANKET OR EQUIVILANTDIRECTLY OVER BATTENS.REMOVE INSULATION FROM BLANKET AFTER LASTBATTEN, FOIL TO CONTINUE TO GUTTER.
90x35 MPG10 FRAMED PARAPET
COLORBOND FLASHING
OVER FLOW
250 WIDE x 200 DEEP BOX GUTTER
PONDING BOARD
EASY-LAP CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONSON 40x25 CAVITY BATTENTEXTURE COAT PAINT FINISH
250 WIDE, 200 DEEP x 600 LONG SUMP
90 DIAM DOWNPIPECONCEALED IN EAVES
MIN R4.0 BULK INSULATIONTO CEILING
20mm FURRING CHANNEL@ 450 Crs
10mm PLASTER BOARDTO CEILING
RAMMED EARTHAS PER ENGINEERS DETAILS
CEMENT SHEET EAVE LINING
DETAIL 14-A
DETAIL 14-B
DETAIL 14-D
14/17DETAILS1:20
DETAIL 14-C DETAIL 14-F
DETAIL 14-E
DETAIL 14-G
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
GROUND FLOOR WINDOW SCHEDULENUMBER WIDTH TYPE GLASS MATERIALHEIGHT
W01
W02
W03
W04
W05
W06
W07
W08
W09
W10W11
DBL CLEAR ALUMINIUM
AREA(M2)
TOTAL 0M2
W12
W13
W14
W15
W17
W16
OPENING NOTES
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUMDBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DBL CLEAR ALUMINIUM
DOOR SCHEDULENUMBER HEIGHT WIDTH TYPE AREA(M2) GLASS FRAME MATERIAL
D01
D02
DBL CLEAR ALUMINIUM
OPENING NOTES
DBL CLEAR ALUMINIUM
2100 820 1.72SWINGING 100%
JAMB MATERIALALUMINIUM
ALUMINIUM
2700 3700 9.99SLIDING 66%
D03 DBL CLEAR ALUMINIUM ALUMINIUM
D04 DBL CLEAR ALUMINIUM ALUMINIUM
D05 DBL CLEAR ALUMINIUM ALUMINIUM
ALUMINIUM
ALUMINIUM
TOTAL 35.86M2
WINDOWS ARE POWDER COATED ALUMINUM.ALL FLASHINGS AND FIXINGS TO MANUFACTURERS SPERCIFICATIONS.DIMENSIONS SHOWN IN SCHEDULE FOR THESE WINDOWS ARE NOMINAL ONLY.REFER TO MANUFACTURES SCHEDULE TO CONFIRM SIZES
ALL WINDOW FRAMING TO BE IN COMPLIANCE WITH AS2047 (WINDOWS IN BUILDING -SELECTION AND INSTALLATION)ALL GLAZING TO BE IN COMPLIANCE WITH AS1288 AND NCC VOL.2 PART 3.6.
ANY BEDROOM WINDOWS WITH A FALL HEIGHT OF OVER 2M, MUST HAVE ARESTRICTED OPENING OF MAX 125MM
DOORSENTRY DOOR - AS PER PER BUILDERS INCLUSION LIST
ALL INTERNAL DOORS TO BE REDICOTE HARD BOARD,HONEYCOMB CORE, AT THE WIDTH NOTED ON PLANS.GARAGE INTERNAL DOOR TO BE SOILD CORE
EXTERNAL DOORS TO BE TEMPERED HARDBOARD WITH SOLIDCORE, AT THE WIDTH NOTED ON PLANS.
ALL ROBE DOORS TO BE AS PER BUILDERS INCLUSIONS LIST
WINDOWS
15/17SCHEDULE &
BALCONSTRUCTION 1:100
W18
DBL CLEAR ALUMINIUMW19
1210 2.78DBL HUNG2300 33%
850 1.95DBL HUNG2300 33%
1210 2.78DBL HUNG2300 33%
850 1.95DBL HUNG2300 33%
1210 2.78DBL HUNG2300 33%
3300 2.83AWNING857 45%
850 2.042400 DBL HUNG 33%
2400 850 2.04DBL HUNG 33%
1810 3.26FIXED1800 0%
2400 3000 7.20DBL HUNG 10%2600 4.52FIXED1740 0%
2700 900 2.43DBL HUNG 50%
2700 900 2.43DBL HUNG 50%
2600 7.022700 17%
3900 4.52AWNING850 100%
2650 4.52FIXED2150 0%
2650 4.52FIXED2150 0%
CORNER WINDOW SEATCONFIRM MEASURMENTS ON SITECORNER WINDOW SEATCONFIRM MEASURMENTS ON SITE
CONFIRM MEASURMENTS ON SITE
2300 1210 2.43DBL HUNG 33%
2000 5.40FIXED2700 0% CONFIRM MEASURMENTS ON SITE
DBL HUNG
2700 3700 9.99SLIDING 66%
2700 4000 10.80SLIDING 50%
2100 1600 3.36SWINGING 75%
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
DO NOT SCALE DRAWINGSALL DIMENSIONS IN MILLIMETERS, UNLESS OTHERWISE SPECIFIED.CHECK ALL DIMENSIONS AND VERIFY LEVELS, PRIOR TO SETOUT ORCOMMENCEMENT OF ANY BUILDING WORK.ANY NOTED DISCREPANCIES ON ANY OF THESE DRAWINGS OR DOCUMENTSREFERRING TO THIS PROJECT SHOULD BE MADE AWARE TO THE DESIGNERBEFORE ANY FURTHER WORK CONTINUES.ALL CONSTRUCTION TO COMPLY WITH THE LATEST NATIONALCONSTRUCTION CODE (NCC) AND AUSTRALIAN STANDARDS.ENGINEER'S SPECIFICATIONS TAKE PRECEDENT OVER DRAWING NOTES.ALL PLUMBING AND DRAINAGE TO COMPLY WITH AS3500 AND LOCALCOUNCIL PLUMBING REQUIREMENTS.CHECK THE CONSTRUCTION PLAN IS THE MOST RECENT AMENDMENT.IF IN DOUBT CONFIRM WITH THE RELEVANT CONSULTANT.
SITE WORKSSITE TO BE PREPARED IAW ENGINEERS OR SURVEYORS REPORT IF APPLICABLE.SITE TO BE EXCAVATED OR FILLED TO INDICATED LEVELS.EXCAVATION AND FILLING OF THE SITE TO BE IAW NCC VOL 2. PART 3.1 ANDAS 2870.DRAINAGE WORKS TO BE IAW NCC VOL 2. PART 3.1.2 AND AS/NZS 3500.3.2 &3500.5FINISHED GROUND TO FALL AWAY FROM BUILDING FOR A MINIMUMDISTANCE OF 1000 AT 1:20 MINIMUM AND TO A POINT WHERE PONDINGWILL NOT OCCUR.FINISHED SLAB LEVEL TO BE 150 ABOVE FINISHED GROUND LEVEL OR 50ABOVE PAVED SURFACES.
MASONRYALL BRICKWORK TO BE IAW NCC VOL 2. PART 3.3MASONARY ACCESSORIES TO NCC VOL 2. PART 3.3.3WEATHER-PROOFING OF MASONRY TO NCC VOL 2. PART 3.3.4REFER TO ENGINEERS SPECIFICATIONS FOR ARTICULATION JOINT POSITIONAND DETAILS.APPROVED GALVINISED TIES AT 600X600MM cts. AND 300MM ctsWALLS TO HAVE A CONTINUOUS CLEAN CAVITY.BRICK PERIMETER WALLS UNDER TIMBER FLOORS TO HAVE VENTS 6000M2PER METRE LENGTH OF EXTERNAL WALL, WITH VENTS NOT MORE THAN600mm FROM CORNERS.WEEP HOLES ABOVE DPC LAYER 480MM cts MAX.
FOUNDATION AND SLABFOOTINGS, FOUNDATION & SLAB TO BE STRICTLY TO STRUCTURAL ENGINEERSDESIGNS AND SPECIFICATIONS.
ALL CONCRETE PREPARATION INCLUDING EXCAVATIONS & PLACEMENT OFREINFORCEMENT IS TO BE INSPECTED AND APPROVED BY BUILDINGINSPECTOR AND/OR ENGINEER BEFORE ANY CONCRETE IS POURED.DAMP PROOF COURSE TO EXTEND 150MM ABOVE GROUND LEVEL.REFER TO SOIL REPORT FOR CLASSIFICATION.
STEEL WORKREFER TO ENGINEERS SPECIFICATION/DRAWINGS.
FITOUT SCHEDULE10mm PLASTERBOARD LINING TO WALLS AND CEILING WITH 90mm PLASTER CORNICE TOALL AREAS, UNLESS STATED OTHERWISE IN SPECIFICATION.CEILING PLASTER FITTED TO METAL FURRING CHANNEL AT 450crs.VILLABOARD TO WET AREAS TO MANUFACTURERS SPECS AND TO COMPLY WITH 3.8 OFTHE NCC VOL 2.ALL DOORS, WINDOWS, ARCHITRAVES, SKIRTING, WALL AND FLOOR SURFACES AND ALLFITTINGS AND FIXTURES AS PRESCRIBED IN SPECIFICATION.
ELECTRICALALL WIRING, LIGHTING, ELECTRICAL OUTLETS AND FIXTURES MUST BE INSTALLED BY ALICENSED PRACTITIONER.ALL LIGHTING AND ELECTRICAL FITTINGS AND FIXTURES AS PRESCRIBED BY OWNER ATTIME OF INSTALLATION.
WALL FRAMINGHARDWOOD MINIMUM STRESS GRADE F17, S3 STRENGTH GROUP J2 JOINTGROUP.SOFTWOOD MINIMUM STRESS GRADE MGP10,SD6 STRENGTH GROUP, JD4JOINT GROUP.ALL TIMBER FRAMING TO COMPLY WITH AS1684.2-2010, NCC VOL 2. PART3.4, ANY ENGINEERS DETAILS, MATERIAL SUPPLIERS SPECIFICATIONS ANDLOCAL COUNCIL REQUIREMENTS.ALL NUTS AND BOLTS TO BE PROVIDED WITH WASHER. BOLT HOLES TO BE2MM OVERSIZED IN UNSEASONED TIMBER. ALL EXTERNAL BOLTS, NUTS ANDWASHERS TO BE GALVANIZED.TIMBER STUDS:90X35 MPG 10 STRUC. PINE OR 90X35 F17 HWD AT 450crs.TOP AND BOTTOM PLATES AND NOGGINS:90X35 MPG STRUC. PINE OR 90X35 F17 HWD.WALL BRACING AND TIE-DOWN OF TIMBER CONSTRUCTION TO ENGINEER'SDETAILS.ROOF TRUSSES AT 900crs MAX. DESIGNED, INSTALLED AND BRACED IAWMANUFACTURES SPECIFICATIONS.
FASCIA, GUTTERS AND DOWNPIPESCOLORBOND METAL FASCIA, GUTTERING AND FLASHINGS INSTALLED IAWMANUFACTURERS SPECIFICATIONS.GUTTERS AND DOWNPIPES GENERALLY TO BE IAW NCC VOL 2. PART 3.5.2 & AS/NZS3500.3.2 & THE TASMANIAN PLUMBING CODE.EAVE GUTTERING TO HAVE CROSS SECTION AREA OF 6500MM2. BOX GUTTING TO HAVECROSS SECTION AREA OF 7900MM2.DOWNPIPES PAINTED TO CLIENTS REQUIREMENTS AND FIXED WITH WALL BRACKETS ATBEGINNING AT DOWNPIPE ELBOW, TO BE 90MM DIA AT MAX, 12,000CRS AND TO BEWITH IN 1200 OF INTERNAL GUTTER TO COMPLY WITH NCC VOL 2. PART3.5.2.4.DOWNPIPES MUST NOT SERVE OVER 12M OF GUTTER.LAP GUTTERING 75MM IN DIRECTION OF FLOW, RIVET & SEAL WITH AN APPROVEDSILICONE SEALANT.TAKE 150MM UNDER ROOF CLADDING AND TURN UP ON BOTH SIDES AND LAPPED150mm IN DIRECTION OF FLOW.
FIRE SAFETYGENERALLY TO BE IAW NCC VOL 2. PART 3.7SARKING TO HAVE A FLAMMABILITY INDEX LESS THAN 5.SMOKE ALARM INSTILLATION TO BE IAW NCC PART 3.7.2. LOCATIONS INDICATED ON THEELECTRICAL PLAN AND ARE TO BE INSTALLED ON CEILING 300mm AWAY FROM WALLJUNCTION.HEATING APPLIANCES GENERALLY TO BE IN COMPLIANCE WITH NCC 3.7.3 AND AS 2918.
CONSTRUCTION OF BUILDINGS IN BUSHFIRE PRONE AREASDWELLING TO BE CONSTRUCTED IAW AS 3959,
FIRE DANGER INDEX (FDI) = 50 (1090K)
BUSHFIRE ATTACK LEVEL (BAL) = TBC
AIR MOVEMENTGENERALLY IAW NCC VOL 2. PART 3.12.4ROOF CAVITY MUST HAVE ADEQUATE VENTILATION TO PREVENT CONDENSATION BUILDUP, WITH IN ROOF SPACE. (ROUGHLY 1/2 OF SUBFLOOR VENTILATION)SUB-FLOOR TO BE VENILATED WITH PRYDA METAL VENTS 230X57(52 HOLES @ 11mm X 11mm) EVERY 1048mm ALONG WALL
SERVICESGENERALLY IAW 3.12.5.HOT WATER SUPPLY SYSTEM DESIGNED AND INSTALLED IAW AS/NZS 3500.
FACILITIESGENERALLY TO BE IAW NCC VOL 2. PART 3.8.3.SANITARY COMPARTMENT TO HAVE A MINIMUM 1200mm BETWEEN THE CLOSEST PANAND THE NEAREST PART OF THE DOOR. IF NOT, LIFT OFF HINGES ARE TO BE FITTED TOSWING DOORS TO BE IAW NCC VOL 2. PART 3.8.3.3. REFER TO PLAN FOR DETAIL.VENTILATION TO BE IAW NCC VOL 2. PART 3.8.5 OR AS 1668.2 FOR MECHANICALVENTILATION.EXHAUST FAN FOR BATHROOM/WC & KITCHEN TO BE VENTED TO VENTILATED ROOFSPACE OR OUTSIDE IF THE ROOF SPACE IS NON VENTILATED.MECHANICAL VENTILATION REQUIRED IN FIRST FLOOR WC TO COMPLY WITH NCC VOL 2.PART 3.8.5.3
BUILDING SEALINGGENERALLY TO BE IAW WITH NCC VOL 2.PART 3.12.3THE 6 STAR PROVISION ALLOWS UP TO 1% OF THE CEILING INSULATION AREA TO BE LOSTTO PENETRATIONS SUCH AS CEILING FANS AND RECESSED DOWN LIGHTS. IF THIS ISEXCEEDED, THE REMAINDER OF THE INSULATION MUST BE INCREASED BY 25% ANDUPWARDS DEPENDING ON ACTUAL PERCENTAGE OF PENETRATIONS.ROOF LIGHTS TO HABITABLE ROOMS TO BE FITTED WITH OPERABLE OR PERMANENTSEAL TO MINIMISE AIR LEAKAGE.EXTERNAL WINDOWS AND DOORS TO HABITABLE ROOMS/CONDITIONED SPACES TO BEFITTED WITH AIR SEAL TO RESTRICT AIR INFILTRATION.EXHAUST FANS TO HABITABLE ROOMS/ CONDITIONED SPACES TO BE FITTED WITH SELFCLOSING DAMPER OR FILTER.BUILDING ENVELOPE TO BE CONSTRUCTED TO MINIMISE AIR LEAKAGE, CONSTRUCTIONJOINTS AND JUNCTIONS OF ADJOINING, SKIRTING, ARCHITRAVES AND CORNICES.
16/17CONSTRUCTION
NOTESN.T.S.
6 - STAR ENERGY EFFICIENCY RATINGBUILDING FABRICGENERALLY IAW NCC 3.12.1BUILDING FABRIC INSULATION TO BE FITTED TO FORM A CONTINUOUSBARRIER TO ROOF/CEILING, WALLS AND FLOORS EXCEPT AROUNDSERVICES/FITTINGS (SEE BELOW - BUILDING SEALING).REFLECTIVE BUILDING MEMBRANE WITH MIN. 0.2 R VALUE, INSTALLED TOFORM 20MM AIRSPACE BETWEEN REFLECTIVE FACE AND EXTERNALLINING/CLADDING, FITTED CLOSELY UP TO PENETRATIONS/ OPENINGS,ADEQUATELY SUPPORTED AND JOINTS TO BE LAPPED MIN. 150MM.ANY SARKING MUST HAVE A FLAMMABILITY INDEX OF NOT MORE THAN 5.
BUILDING FABRIC TOTAL R-VALUE REQUIRED(ZONE 7)ROOF - TILES 4.3ROOF - METAL 4.3WALLS - BRICK VENEER 2.4WALLS - CAVITY BRICK 2.4WALLS- CEMENT OR METAL SHEET 2.4FLOOR-TIMBER (SUSPENDED & UNENCLOSED) 2.5FLOORS - CONCRETE (SUSPENDED & UNENCLOSED) 2.5FLOOR-TIMBER (SUSPENDED & ENCLOSED) 1.5FLOORS - CONCRETE (SUSPENDED & ENCLOSED) 1.5
OR ALTERNATIVELY AS SPECIFIED IN COMPLIANCE WITH BCA 2NDGENERATION ENERGY RATING SOFTWARE.
ENERGY EFFICIENCYGENERALLY IAW NCC VOL 2. PART 3.12CLIMATE ZONE 7 APPLICABLE TO TASMANIA (EXCLUDING ALPINE AREAS)
EXTERNAL DOORS AND WINDOWSGENERALLY GLAZING TO BE IAW AS 1288 & NCC VOL 2. PART 3.6INSTALLATION OF GLAZING TO BE IAW AS2047REFER TO WINDOW SCHEDULE FOR SIZES AND TYPES.EXTERNAL DOORS TO BE FITTED WITH WEATHER SEALS.ALL EXTERNAL DOORS TO BE SOLID CORE, INCLUDING GARAGE INTERNAL DOOR
TABLE 3.8.1.1 WATERPROOFING AND WATER RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS IN WET AREAS
VESSELS OR AREA WHERETHE FIXTURE IS INSTALLED
FLOORS AND HORIXONTALSURFACES
WALLS WALL JUNCTIONS AND JOINTS PENETRATIONS
ENCLOSED SHOWER WITH HOB WATERPROOF ENTIRE ENCLOSEDSHOWER AREA, INCLUDING HOB.
WATERPROOF TO NOT LESS THAN 150MM ABOVE THESHOWER FLOOR SUBSTRATE OR NOT LESS THAN 25MM
ABOVE THE MAXIMUM RERAINED WATER LEVELWHICH EVER IS THE GREATER WITH THE REMAINDERBEING WATER RESISTANT TO A HEIGHT OF NOT LESSTHAN 1800mm ABOVE THE FINISHED FLOOR LEVEL
WATERPROOF INTERNAL AND EXTERNALCORNERS AND HORIZONTAL JOINTS WITHIN AHEIGHT OF 1800MM ABOVE THE FLOOR LEVELWITH NOT LESS THAN 40MM WIDTH WITHER
SIDE OF THE JUNCTION
WATERPROOF ALLPENETRATIONS
ENCLOSED SHOWERWITHOUT HOB
WATERPROOF ENTIRE ENCLOSEDSHOWER AREA INCLUDING WATER
STOP
WATERPROOF TO NOT LESS THAN 150MM ABOVE THESHOWER FLOOR SUBSTRATE WITH THE REMAINDERBEING WATER RESISTANT TO A HEIGHT OF NOT LESSTHAN 1800MM ABOVE THE FINISHED FLOOR LEVEL
WATERPROOF INTERNAL AND EXTERNALCORNERS AND HORIZONTAL JOINTS WITHIN AHEIGHT OF 1800MM ABOVE THE FLOOR LEVELWITH NOT LESS THAN 40MM WIDTH WITHER
SIDE OF THE JUNCTION
WATERPROOF ALLPENETRATIONS
ENCLOSED SHOWERWITH STEP DOWN
WATERPROOF ENTIRE ENCLOSEDSHOWER AREA INCLUDING THE
STEP DOWN
WATERPROOF TO NOT LESS THAN 150MM ABOVE THESHOWER FLOOR SUBSTRATE OR NOT LESS THAN 25MM
ABOVE THE MAXIMUM RETAINED WATER LEVELWHICHEVER IS THE GREATER WITH THE REMAINDERBEING WATER RESISTANT TO A HEIGHT OF NOT LESSTHAT 1800MM ABOVE THE FINISHED FLOOR LEVEL
WATERPROOF INTERNAL AND EXTERNALCORNERS AND HORIZONTAL JOINTS WITHIN AHEIGHT OF 1800MM ABOVE THE FLOOR LEVELWITH NOT LESS THAN 40MM WIDTH WITHER
SIDE OF THE JUNCTION
WATERPROOF ALLPENETRATIONS
ENCLOSED SHOWERWITH PREFORMED
SHOWER BASE
N/A WATER RESISTANT TO A HEIGHT OF NOT LESS THAT1800MM ABOVE THE FINISHED FLOOR LEVEL
WATERPROOF INTERNAL AND EXTERNALCORNERS AND HORIZONTAL JOINTS WITHIN AHEIGHT OF 1800MM ABOVE THE FLOOR LEVELWITH NOT LESS THAN 40MM WIDTH WITHER
SIDE OF THE JUNCTION
WATERPROOF ALLPENETRATIONS
UNENCLOSED SHOWERS WATERPROOF ENTIREUNENCLOSED SHOWER AREA
WATERPROOF TO NOT LESS THAN 150MM ABOVE THESHOWER FLOOR SUBSTRATE OR NOT LESS THAN 25MMABOVE THE MAXIMUM RETAINED WATER LEVEL WITH
THE REMAINDER BEING WATER RESISTANT TO A HEIGHTOF NOT LESS THAT 1800MM ABOVE THE FINISHED
FLOOR LEVEL
WATERPROOF INTERNAL AND EXTERNALCORNERS AND HORIZONTAL JOINTS WITHIN AHEIGHT OF 1800MM ABOVE THE FLOOR LEVELWITH NOT LESS THAN 40MM WIDTH WITHER
SIDE OF THE JUNCTION
WATERPROOF ALLPENETRATIONS
AREAS OUTSIDE THE SHOWERAREA FOR CONCRETE AND
COMPRESSED FIBRE CEMENTSHEET FLOORING
WATER RESISTANT TOENTIRE FLOOR
N/A WATERPROOF ALL WALL/FLOOR JUNCTIONS.WHERE A FLASHING IS USED THE HORIZONTAL
LEG MUST NOT BE LESS THAN 40MM
N/A
AREAS ADJACENT TO BATHS ANDSPAS FOR CONCRETE AND
COMPRESSED FIBRE CEMENTSHEET FLOORING
AREAS OUTSIDE THE SHOWERAREA FOR TIMBER FLOORS
INCLUDING PARTICLEBOARD,PLYWOOD AND OTHER TIMBERBASED FLOORING MATERIALS
WATER PROOF ENTIRE FLOOR N/A WATERPROOF ALL WALL/FLOOR JUNCTIONS.WHERE A FLASHING IS USED THE HORIZONTAL
LEG MUST NOT BE LESS THAN 40MM
N/A
WATER RESISTANT TOENTIRE FLOOR
WATER RESISTANT TO A HEIGHT OF NOT LESS THAN150MM ABOVE THE VESSEL AND EXPOSED SURFACES
BELOW THE VESSEL LIP TO FLOOR LEVEL.
WATERPROOF EDGES OF THE VESSEL ANDJUNCTION OF THE BATH RNCLOSED WITH THE
FLOOR. WHERE THE LIP OF THE BATH ISSUPPORTED BY A HORIZONTAL SURFACE, THISAREA MUST BE WATERPROOF FOR SHOWERSOVER BATH AND WATER RESISTANT FOR ALL
OTHER CASES.
WATERPROOF ALL TAPAND SPOUT
PENETRATIONS WHERETHEY OCCUR IN A
HORIZONTAL SURFACE.
AREAS ADJACENT TO BATHS ANDSPAS FOR TIMBER FLOORS
INCLUDING PARTICLEBOARD,PLYWOOD AND OTHER TIMBERBASED FLOORING MATERIALS
WATER PROOF ENTIRE FLOOR WATER RESISTANT TO A HEIGHT OF NOT LESS THAN150MM ABOVE THE VESSEL AND EXPOSED SURFACES
BELOW THE VESSEL LIP TO FLOOR LEVEL.
WATERPROOF EDGES OF THE VESSEL ANDJUNCTION OF THE BATH RNCLOSED WITH THE
FLOOR. WHERE THE LIP OF THE BATH ISSUPPORTED BY A HORIZONTAL SURFACE, THISAREA MUST BE WATERPROOF FOR SHOWERSOVER BATH AND WATER RESISTANT FOR ALL
OTHER CASES.
WATERPROOF ALL TAPAND SPOUT
PENETRATIONS WHERETHEY OCCUR IN A
HORIZONTAL SURFACE.
WET AREASGENERALLY WET AREA WATERPROOFING TO BE IAW AS3740 AND NCC VOL 2. PART3.8.FLOOR SURFACE IN BATHROOMS, LAUNDRY AND ALFRESCO SURFACES ABOVEHABITABLE AREA, SHALL BE IMPERVIOUS TO PREVENT MOISTURE BETWEEN WALLSAND FLOORS TO BE FLASHED TO PREVENT MOISTURE PENETRATION OF WALLS.WATERPROOFING OF SURFACES ADJACENT TO OPEN SHOWER, INCLUDINGSHOWER OVER BATH, TO EXTEND 1.5 FROM A VERTICAL LINE PROJECTED FROMSHOWER ROSE, TO A HEIGHT 1.8 ABOVE FINISHED FLOOR.WALL SURFACES ADJACENT TO A PLUMBING FIXTURES, BATH ETC, TO BEPROTECTED TO A HEIGHT OF 1500 ABOVE FIXTURE.WALL TILES OR SIMILAR USED AS A SPLASH BACK MINIMUM OF 150mm HIGH ATVANITY AND BATH.
INSERTED BATHS N/A FOR FLOOR UNDER BATH.WATERPROOF ENTURE SHELF
AREA, INCORPORATINGWATERSTOP UNDER THE BATH LIP
AND PROJECT NOTLESS THAN5MM ABOVE THE TILE SURFACE
N/A FOR WALL UNDER BATH. WATERPROOF TO NOTLESS THAT 150MM ABOVE THE LIP OF THE BATH.
N/A FOR WALL UNDER BATH WATERPROOF ALL TAPAND SPOUT
PENETRATIONS WHERETHEY OCCUR IN A
HORIZONTAL SURFACE.
WALLS ADJOINING OTHERVESSELS (E.G. SINKS, LAUNDRY
TUBS AND BASINS
N/A WATER RESISTANT TO A HEIGHT OF NOT LESS THAT150MM ABOVE THE VESSEL IF THE VESSEL IS WITHIN
75MM OF THE WALL.
WHERE THE VESSEL IS FIXED TO A WALL,WATERPROOF EDGES FOR EXTENT OF VESSEL
WATERPROOF ALL TAPAND SPOUT
PENETRATIONS WHERETHEY OCCUR IN A
HORIZONTAL SURFACE.
LAUNDRIED AND WCs WATER RESISTANT TO ENTIREFLOOR
WATERPROOF ALL WALL/FLOOR JUNCTIONS TO NOTLESS THAN 25MM ABOVE THE FINISHED FLOOR LEVEL,
SEALED TO FLOOR.WATERPROOF ALL WALL/FLOOR JUNCTIONS,
WHERE A FLASHING IS USED THE HORIZONTALLEG MUST BE NOT LESS THAT 40MM
N/A
ROOF AND WALL CLADDINGGENERALLY IAW NCC VOL 2. PART 3.5ANY EXTERNAL TIMBER, TREADED PINE AND WESTERN CEDAR CLADDING TOBE FIXED IAW MANUFACTURERS SPECIFICATION.VAPOUR PERMEABLE SARKING TO BE PROVIDED AS PER DETAILS.WALL CLADDING TO BE IAW NCC VOL 2. PART 3.5.3 & MANUFACTURERSSPECIFICATIONS.FLASHINGS TO NCC VOL 2. PART 3.5.3.6.ROOF CLADDING TO BE INSTALLED STRICTLY IAW MANUFACTURESSPECIFICATIONS IAW NCC VOL 2. PART 3.5.1.3 AS 1562.1.
Client/s:
Site Address:
COPYRIGHT:This is the sole property of Design ToLive, and may not be used in whole,or in part without written or formalconsent from Design To Live. Legalaction will be taken against anyperson/s infringing the copyright.
REV. DATE DESCRIPTIONI/WE APPROVE THESE DRAWING TO BECORRECT PER CONTRACT.
SIGNATURE:
SIGNATURE:
DATE:
DATE:
DESIGNER
DRAWN
CHECKED
M.L.
L.S13/12/2018 FOR DAR1
M.L.
JOB NUMBER BSH106
DRAWING
SCALE (@A2)
DRAWINGMITCHELL LLOYDACC # CC6320
PH. 6344 7319ABN. 71 615 812 747
MARSHALL ANDERSON &ELIZABETH GIBB
106 BISHOPSBOURNE RD,CARRICK, TAS, 7291.
N6,000
5,680
230 5,540 230
1,190
3,300
1,190
17-A
17-A
CARPORT(CONCRETE)
DP
300x85 GL18C OVER
300x85 GL18C OVER
240x
45 M
PG12
OV
ER
240x
45 M
PG12
OV
ER
2,100
600
FFL
EASY-LAP CLADDINGTEXTURE COAT PAINT FINISH
DOUBLE BRICK FIN
2,100
600
FFL
U/S BEAM
COLORBOND FASCIA & GUTTER
DOUBLE BRICK FIN
90mm PVC DOWN PIPEPAINT FINISH
TRIMDEK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
2,100
600
FFL
EASY-LAP CLADDINGTEXTURE COAT PAINT FINISH
DOUBLE BRICK FIN
2,100
600
FFL
EASY-LAP CLADDINGTEXTURE COAT PAINT FINISH
DOUBLE BRICK FIN
75x35 MGP12 TP. BATTENSAT 600Crs
290x45 hySPAN+ RAFTERS,MAX 900 Crs
20 RO
OF
PITC
H
FALL
VAPOUR PERMEABLE SARKINGDIRECTLY UNDER BATTENS
DP GUTTER
VAPOUR PERMEABLE SARKINGDIRECTLY UNDER 75x35 MGP12 T.P
BATTENS @ 600Crs
290x45 hySPAN+ RAFTER@ 900 MAX SPACINGS
90x35 MGP10 FRAMEWITH STUDS AT MAX 450Crs ANDNOGS AT 1200 VERTICAL Crs20
COLORBOND GUTTER
TRIMDECK ROOF CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONS
EASY-LAP CLADDINGFIXED IAW MANUFACTURERES SPECIFICATIONSON 40x25 CAVITY BATTENTEXTURE COAT PAINT FINISH300x85 GL18C BEAM
300x85 GL18C BEAM
RAFT SLABAS PER ENGINEERS DETAILS
COMPACT GRAVEL BASE
17/17CARPORTPLANS VAR.
EASTERN ELEVATION1:100
WESTERN ELEVATION1:100
NORTHERN ELEVATION1:100
SOUTHERN ELEVATION1:100
FLOOR PLAN1:100
ROOF PLAN1:100
SECTION 17 A-A1:50
FOLIO PLANRECORDER OF TITLES
Issued Pursuant to the Land Titles Act 1980
Search Date: 16 Nov 2018 Search Time: 07:52 AM Volume Number: 173727 Revision Number: 01
Department of Primary Industries, Parks, Water and Environment www.thelist.tas.gov.auPage 1 of 5
FOLIO PLANRECORDER OF TITLES
Issued Pursuant to the Land Titles Act 1980
Search Date: 16 Nov 2018 Search Time: 07:52 AM Volume Number: 173727 Revision Number: 01
Department of Primary Industries, Parks, Water and Environment www.thelist.tas.gov.auPage 2 of 5
FOLIO PLANRECORDER OF TITLES
Issued Pursuant to the Land Titles Act 1980
Search Date: 16 Nov 2018 Search Time: 07:52 AM Volume Number: 173727 Revision Number: 01
Department of Primary Industries, Parks, Water and Environment www.thelist.tas.gov.auPage 3 of 5
FOLIO PLANRECORDER OF TITLES
Issued Pursuant to the Land Titles Act 1980
Search Date: 16 Nov 2018 Search Time: 07:52 AM Volume Number: 173727 Revision Number: 01
Department of Primary Industries, Parks, Water and Environment www.thelist.tas.gov.auPage 4 of 5
FOLIO PLANRECORDER OF TITLES
Issued Pursuant to the Land Titles Act 1980
Search Date: 16 Nov 2018 Search Time: 07:52 AM Volume Number: 173727 Revision Number: 01
Department of Primary Industries, Parks, Water and Environment www.thelist.tas.gov.auPage 5 of 5
SEARCH DATE : 16-Nov-2018SEARCH TIME : 07.51 AM
DESCRIPTION OF LAND Parish of CARRICK Land District of WESTMORLAND Lot 13 on Sealed Plan 173727 Derivation : Part of Lot 53, 500 Acres Gtd. to William Bryan Prior CT 173387/1
SCHEDULE 1 M654021 TRANSFER to MARSHALL CONNLEY ANDERSON and ELIZABETH JEAN GIBB Registered 17-Nov-2017 at noon
SCHEDULE 2 Reservations and conditions in the Crown Grant if any SP111028 SEWERAGE AND/OR DRAINAGE RESTRICTION SP117289 COUNCIL NOTIFICATION under Section 83(5) of the Local Government (Building and Miscellaneous Provisions) Act 1993. B189253 PROCLAMATION under Section 9A and 52A of the Roads and Jetties Act 1935 Registered 03-Jun-1988 at noon E111917 MORTGAGE to National Australia Bank Limited Registered 17-Nov-2017 at 12.01 PM
UNREGISTERED DEALINGS AND NOTATIONS No unregistered dealings or other notations
SEARCH OF TORRENS TITLE
VOLUME
173727FOLIO
13
EDITION
2DATE OF ISSUE
17-Nov-2017
RESULT OF SEARCHRECORDER OF TITLES
Issued Pursuant to the Land Titles Act 1980
Department of Primary Industries, Parks, Water and Environment www.thelist.tas.gov.auPage 1 of 1
SCHEDULE OF EASEMENTSRECORDER OF TITLES
Issued Pursuant to the Land Titles Act 1980
Search Date: 16 Nov 2018 Search Time: 07:52 AM Volume Number: 173727 Revision Number: 01
Department of Primary Industries, Parks, Water and Environment www.thelist.tas.gov.auPage 1 of 3
SCHEDULE OF EASEMENTSRECORDER OF TITLES
Issued Pursuant to the Land Titles Act 1980
Search Date: 16 Nov 2018 Search Time: 07:52 AM Volume Number: 173727 Revision Number: 01
Department of Primary Industries, Parks, Water and Environment www.thelist.tas.gov.auPage 2 of 3
SCHEDULE OF EASEMENTSRECORDER OF TITLES
Issued Pursuant to the Land Titles Act 1980
Search Date: 16 Nov 2018 Search Time: 07:52 AM Volume Number: 173727 Revision Number: 01
Department of Primary Industries, Parks, Water and Environment www.thelist.tas.gov.auPage 3 of 3
APPLICATION FORMPLANNING Land Use Planning and Approvals Act 1993
Application form & details MUST be completed IN FULL.
Incomplete forms will not be accepted and may delay processing and issue of any Permits.
OFFICE USE ONLY
Property No: Assessment No: - -
DA\ \ PA\ \
Is your application the result of an illegal building work? Yes No Indicate by box
Is a new vehicle access or crossover required? Yes No
PROPERTY DETAILS:
Address: Certificate of Title:
Suburb: Lot No:
Land area: m2 / ha
Present use of land/building:
(vacant, residential, rural, industrial, commercial or forestry)
Does the application involve Crown Land or Private access via a Crown Access Licence: Yes No
Heritage Listed Property: Yes No
DETAILS OF USE OR DEVELOPMENT:
Indicate by box Building work Change of use Subdivision
Forestry Demolition
Other
Total cost of development (inclusive of GST): $ Includes total cost of building work, landscaping, road works and infrastructure
Description of work:
Use of building:
(main use of proposed building – dwelling, garage, farm building, factory, office, shop)
New floor area: m2 New building height: m
Materials: External walls: Colour:
Roof cladding: Colour:
PROPOSED DWELLING
RESIDENTIAL
VACANT
106 BISHOPSBOURNE ROAD
3.887
173727/13
CARRICK 7291
298.16 4.150
BRICK, RAMMED EARTH & TIMBER TBC
TRIMDEK TBC
500,000