SCALE 1 : 100 WEST ELEVATION N.G.L 6.9m O/ALL HEIGHT F.G.L 692.60 F.F.L 693.65 F.C.L 696.70 NORTH ELEVATION SCALE 1 : 100 3050 N.G.L 7.5m O/ALL HEIGHT F.G.L 692.60 500 fill 200 fill Selected C.G.I Roof at 30° Pitch Decorative Timber Eave Brackets 'Controlled' or 'Rolled' Fill in Accordance with AS. 2870 (2.5.3) All Surface Water Drainage Must be Diverted Away From Footings in Accordance With BCA Vol. 2 3.1.2.3 Timber 'Victorian Ash' Windows Weathertex 'Shadowood' Weatherboard Cladding PROPOSED WEATHERBOARD RESIDENCE AT LOT 2 (No.31) TURALLO TERRACE, BUNGENDORE, NSW FOR MR M. & MRS T. DRAWN BY: J. UNG JOB No 360 1 DWELLING 9 Feb 2018 PLOT DATE : IT IS THE RESPONSIBILITY OF THE CLIENT TO CONFIRM ALL DIMENSIONS AND LEVELS PRIOR TO COMMENCING ANY WORK. CONWAY SHEET : of 9 NOTE: All Construction Methods to be in accordance with BAL - LOW A.S. 3959 - 2011 Construction of Buildings in Bushfire Prone Areas, Local Council and CFA requirements. ALL PLANS, DESIGNS, DRAWINGS, ELEVATIONS AND SPECIFICATIONS SUPPLIED BY HARKAWAY HOMES PTY. LTD. ARE, AND REMAIN THE INTELLECTUAL PROPERTY OF HARKAWAY HOMES PTY. LTD. COPYRIGHT HARKAWAY HOMES c HARKAWAY HOMES EXPRESSLY PROHIBITS THE USE OF SUCH INTELLECTUAL PROPERTY OTHER THAN IN ACCORDANCE WITH THE TERMS OF THE AGREEMENT, OR WITH PRIOR WRITTEN PERMISSION. MELBOURNE Ph (03) 5943 2388 Fax (03) 5943 2599 57 National Ave Pakenham Victoria 3810 182.5m2
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SCALE 1 : 100WEST ELEVATION
N.G.L6.
9m O
/ALL
HEI
GHT
F.G.L 692.60
F.F.L 693.65
F.C.L 696.70
NORTH ELEVATIONSCALE 1 : 100
3050
N.G.L
7.5m
O/A
LL H
EIGH
T
F.G.L 692.60
500
fill
200
fill
Selected C.G.I Roof at 30° Pitch
Decorative TimberEave Brackets
'Controlled' or 'Rolled' Fill inAccordance with AS. 2870 (2.5.3)
All Surface Water Drainage Must be DivertedAway From Footings in Accordance With BCAVol. 2 3.1.2.3
Timber'Victorian Ash'Windows
Weathertex 'Shadowood'Weatherboard Cladding
PROPOSED WEATHERBOARD RESIDENCE
AT LOT 2 (No.31) TURALLO TERRACE, BUNGENDORE, NSWFOR MR M. & MRS T.
DRAWN BY: J. UNG JOB No 360 1DWELLING 9 Feb 2018PLOT DATE :
IT IS THE RESPONSIBILITY OF THE CLIENT TOCONFIRM ALL DIMENSIONS AND LEVELS PRIORTO COMMENCING ANY WORK.
CONWAY
SHEET : of 9
NOTE:All Construction Methods to be in accordance withBAL - LOW A.S. 3959 - 2011 Construction ofBuildings in Bushfire Prone Areas, Local Council andCFA requirements.
ALL PLANS, DESIGNS, DRAWINGS, ELEVATIONS AND SPECIFICATIONS SUPPLIEDBY HARKAWAY HOMES PTY. LTD. ARE, AND REMAIN THE INTELLECTUALPROPERTY OF HARKAWAY HOMES PTY. LTD.
COPYRIGHT HARKAWAY HOMESc
HARKAWAY HOMES EXPRESSLY PROHIBITS THE USE OF SUCH INTELLECTUALPROPERTY OTHER THAN IN ACCORDANCE WITH THE TERMS OF THE AGREEMENT,OR WITH PRIOR WRITTEN PERMISSION.
MELBOURNEPh (03) 5943 2388
Fax (03) 5943 2599
57 National AvePakenham Victoria
3810 182.5m2
SCALE 1 : 100EAST ELEVATION
N.G.L
7.2m
O/A
LL H
EIGH
T
F.G.L 692.60
SCALE 1 : 100SOUTH ELEVATION
N.G.LF.G.L 692.60
2SHEET : of 9
CONWAY
N.G.L
F.F.L 693.65
F.C.L 696.70
EAVES TO BE 140mm BETWEENEXTERNAL CLADDING ANDINSIDE OF FASCIA
140
Roof(Client Supply)PROPOSED PITCHING LEVEL
PROPOSED CEILING LEVEL
PROPOSED HOUSE FLOOR LEVEL
PROPOSED VER. FLOOR LEVEL
305036
5010
0
U'SIDE OF VER. FASCIA BEAM U'SIDE OF HYNE BEAM
PROPOSED VER. FLOOR LEVEL
PROPOSED HOUSE FLOOR LEVEL
All Sub Floor Materials and Designto Engineers Specification
F.G.L 692.60All Surface Water DrainageMust be Diverted Away FromFootings in Accordance WithBCA Vol. 2 3.1.2.3'Controlled' or 'Rolled' Fill in
Accordance with AS. 2870 (2.5.3)
100
2190
2300
LIVING/MEALS/KITCHEN
800
min
4
GENERAL NOTES
PREFABRICATED WALLFRAME AND ROOF TRUSSCOMPUTATIONS PROVIDED TO APPROPRIATEAUTHORITIES PRIOR TO FRAME INSPECTION
- CONSTRUCTION OF WET AREAS MUST COMPLY WITH BCA AND AS 3740 - 2010A WATERSTOP ACROSS DOOR OPENINGS MUST BE PROVIDED BETWEEN THE FLOORING IN THEWET AREA ROOMS AND ADJACENT FLOORING AND WATERPROOF FLASHING MUST BE PROVIDEDTO ALL WALL/FLOOR JUNCTIONS AROUND THE PERIMETER OF THE ROOMS-PROVIDE AN IMPERVIOUS SUBSTRATE AND SELECT SURFACE FINISH TO FLOORS WITHIN1500mm OF AN UNENCLOSED SHOWER AND SAME TO WALLS AT 1800mm ABOVE FLOORS AND150mm ABOVE BATH, SINKS, BASINS AND TROUGH SPLASH BACKS AND THE LIKE.- ROOF DRAINAGE AND EFFLUENT WASTES AND PIPES TO BE IN ACCORDANCE WITH AS.2180,AS.3500 AND BE CONNECTED TO LEGAL POINT OF DISCHARGE.
- ALL WALL AND ROOF FRAMING , BRACING AND TIE-DOWNS TO BE IN ACCORDANCE WITHAS.1684.2-2010 .- PROTECTION FROM SUBTERRANEAN TERMITES TO BE IN ACCORDANCE WITH AS.3660.- ARTICULATION JOINTS TO BE PROVIDED TO EXTERNAL BRICKWORK (EXCEPT WHEN SOILCLASSIFICATION A or S) AT 5.0m(max.) ctrs OR IN ACCORDANCE WITH RECOMMENDATIONS INSOIL REPORT, GALVANISED OR STAINLESS STEEL WALL TIES TO AS.2699.- SUB-FLOOR VENTILATION TO BE PROVIDED AT A RATE OF 6000mm² VENT PER METREEXTERNAL WALL.
ALL FOOTINGS TO BE FOUNDED IN NATURALSOIL IN ACCORDANCE WITH A.S. 2870 OR AT FOUNDING DEPTHSRECOMMENDED IN SOIL REPORT WHICHEVER IS GREATER
ROOF TRUSSESPREFABRICATED ROOF TRUSSES TOMANUFACTURERS SPECIFICATIONS TOCOMPLY WITH A.S. 1170 1 AND 2A.S. 1720, A.S. 1649
WALL FRAMESPREFABRICATED K.D. WALLFRAMES MANUFACTURED TOCOMPLY WITH A.S. 1684
TIMBER FLOORINGTIMBER STRIP TONGUE AND GROOVE FLOORINGTO AS. 1684 PART 3.11 OR PARTICLEBOARDSHEET FLOORING TO AS. 1859 AND 1860,FLOOR JOISTS SPACED TO SUIT. APPROVEDWET AREA FLOORING TO ALL WET AREAS TOCOMPLY WITH BUILDING CODE OF AUSTRALIA
ROOFINGSELECTED CORRUGATED IRON ROOFING AT 30°PITCH ON PREFABRICATED ROOF TRUSSES
SECTION : A - ASCALE 1 : 100
SOIL CLASSIFICATION : 'P'(REFER TO SPECIFIC RECOMMENDATIONSIN SOIL REPORT)
- NOTE:Protection From Subterranean Termites To Be InAccordance With AS.3660
VERANDAH NOTES1800mm STRAIGHTSELECTED 0.47mm THICK CORRUGATED IRONROOFING ON:90 x 35 MGP10 PINE BATTENS.90 x 35 MGP10 PINE RAFTERS AT 800 cts. max.90 x 35 MGP10 PINE WALL PLATERAFTERS FIXED TO 185 x 42 F7 DESIGN PINEFASCIA BEAM CHECKED INTO 88 x 88 F7 DESIGNPINE POSTS*NOTE: UNDERSIDE OF HYNE BEAM TO LINE UPLEVEL WITH 2110 WINDOW HEADS
WIND CLASSIFICATION : N2- 40m/sSHEET : of 9
CONWAY
NOTE:All Construction Methods to be in accordance withBAL - LOW A.S. 3959 - 2011 Construction ofBuildings in Bushfire Prone Areas, Local Council andCFA requirements.
- ALL SUB-FLOOR DETAILS AND FOOTINGS TO BE IN ACCORDANCE WITH AS.2870-2011.- ALL GLAZING TO COMPLY WITH AS.1288-2006 and AS.2047.- SMOKE DETECTORS TO BE INTERCONNECTED AND HARD WIRED WITH BATTERY BACKUP ANDCOMPLY WITH AS.3786.- STAIRS/STEPS - MAX. 190 RISER MIN. 240 GOING. TREADS TO HAVE NON-SLIP FINISH.125mm MAX. GAP BETWEEN OPEN RISERS.- HANDRAILS, MINIMUM 1.04m IN HEIGHT TO BE PROVIDED WHERE VERANDAH FLOOREXCEEDS 1.0m ABOVE GROUND LEVEL.WHERE VERANDAH FLOOR EXCEEDS 4.0m ABOVE GROUNDLEVEL, HORIZONTAL ELEMENTS WITHIN BALUSTRADE BETWEEN 150mm AND 760mm ABOVE THEFLOOR MUST NOT FACILITATE CLIMBING. MAXIMUM 125mm BETWEEN RAILS.
195 x 65 17C Treated HyneFascia Beam
100mm Stepdown from House FloorLevel to Verandah Floor Level
295 x 85 17C Treated Hyne FasciaBeam Top of Beam Lines up Level WithTop of Verandah Fascia Beam
Rafter
Roof(Client Supply)
Floor Level
Rafter Wall Plate
Fascia
Main Roof
Note: Bottom of 140 x 45 WallPlate to be set 290mm belowbottom of Eaves Brackets
2290
mm
U'S
ide
of 2
95 x
85
17C
Trea
ted
Hyn
e Fa
scia
Bea
m
290m
m
295 x 85 17C TREATED HYNE BEAMVERANDAH COURTYARD BEAMPOSITIONING DETAIL
All Sub Floor Materials and Designto Engineers Specification All Sub Floor Materials and Design
to Engineers Specification
Wall Plate
Floor Level
88 x 88 F7 Design Pine Posts
Rafter Wall Plate
Rafter
90 x 35 MGP10 Battens
Fascia
Main Roof
Verandah Roofing
Roofing ScrewPressure Flashing
Bead of silicone
90 x 35 MGP10Rafters at 800 centres max.
185 x 42 F7 Design PineFascia Beam
Note:Bottom of 90 x 35 WallPlate to be set 220mmbelow bottom of EavesBrackets
100mm Stepdown from House FloorLevel to Verandah Floor Level
2400
mm
U'S
ide
of 1
85 x
42
F7 D
esig
n Pi
ne F
asci
a Be
am
1800 WIDE VERANDAH DETAILSNOT TO SCALE
220m
m
Batten
5SHEET : of 9
CONWAY
EAVE DETAILS
EAVE BRACKET EAVE LINING
90 x 35 CLEAT
TREATED PINEFASCIA
EXTERNAL WALLCLADDING
40m
m
NOT TO SCALE
140mm
WEATHERBOARD: ALLOW 150mm BETWEENFRAME AND INSIDE OF FASCIA
6
PREFABRICATED WALLFRAME AND ROOF TRUSS COMPUTATIONSPROVIDED TO APPROPRIATE AUTHORITIES PRIOR TO FRAMEINSPECTION
Radiata Wall Frames Built to AS.1684-2-2010 Timber Framing Code
EXTERNAL AND LOADBEARING WALLSBottom Plates 90 x 45 MGP 10Top Plates 90 x 45 MGP 10 and 90 x 35 MGP 10 Ribbon PlateStuds 90 x 35 MGP 10 at 450 ctsNoggings 90 x 35 MGP 10 at 1350 max. ctrs
INTERNAL NON-LOADBEARING WALLSBottom Plate 90 x 45 MGP 10Top Plate 90 x 45 MGP 10Studs 90 x 35 MGP 10 at 450 ctsNoggings 90 x 35 MGP 10 at 1350 max. ctrs
TRUSSES: To suit the followingStandard cut off trusses and valley sets at 900 ctsBracing of tie down information as to AS.1684, designed to suitterrain category and wind loadings as nominated.
*NOTEPrefabricated wallframe and roof truss computations provided toappropriate authorities prior to frame inspection.Wall Frames and Roof Trusses to be Termite Resistant StructuralPine.
ROOF TRUSS AND WALL FRAME INFORMATION
SHEET : of 9
CONWAY
GARAGE
9068
20
7000
GARAGE - FLOOR PLANSCALE 1 : 100
B
B
90
9000
90 8820 90
GARA
GE D
OOR
2400
H x
2400
WGA
RAGE
DOO
R24
00 H
x 24
00 W
2110 x 868
820
1200 x 1500 D.H.
1200 x 1500 D.H. 1200 x 1500 D.H.
1500 1500
1000 1500
760
760
680
E
N
W
S
G.L
SCALE 1 : 100EAST ELEVATION
Selected C.G.I Roof at 30° Pitch
GARAGE DOOR
5.0m
O/A
LL H
EIGH
T
2700
F.F.L
F.C.L
G.L
Weathertex 'Shadowood'Weatherboard Cladding
NORTH ELEVATIONSCALE 1 : 100
GARAGE DOOR
G.L
SCALE 1 : 100SOUTH ELEVATION
EAVES TO BE 140mm BETWEENEXTERNAL CLADDING ANDINSIDE OF FASCIA
140
G.L
SCALE 1 : 100WEST ELEVATION
7SHEET : of 9
CONWAY
WALL FRAMESPREFABRICATED K.D. WALLFRAMES MANUFACTURED TOCOMPLY WITH A.S. 1684
ROOFINGSELECTED CORRUGATED IRON ROOFING AT 30°PITCH ON PREFABRICATED ROOF TRUSSES
ROOF TRUSSESPREFABRICATED ROOF TRUSSES TOMANUFACTURERS SPECIFICATIONS TO COMPLYWITH A.S. 1170 1 AND 2A.S. 1720, A.S. 1649
ALL FOOTINGS TO BE FOUNDED IN NATURALSOIL IN ACCORDANCE WITH A.S. 2870 OR ATFOUNDING DEPTHS RECOMMENDED IN SOILREPORT WHICHEVER IS GREATER
SOIL CLASSIFICATION : 'P'(REFER TO SPECIFIC RECOMMENDATIONSIN SOIL REPORT)
WIND CLASSIFICATION : N2- 40m/s
SECTION : B - BSCALE 1 : 100
G.L
F.F.L
F.C.L
PROPOSED FLOOR LEVEL
PROPOSED PITCHING LEVEL
2700GARAGE
All Sub Floor Materials and Designto Engineers Specification
8SHEET : of 9
CONWAY
PROPOSEDWEATHERBOARDGARAGE 102m
SITE PLANSCALE 1 : 400
TURA
LLO
TER
RACE
LOT 2 (No. 31)
PROPOSED30,000LWATER TANK
F.F.L 693.65
1578m²
²
5m
71.95m
35.7
3m
30m
40.
60m
DRIVEWAY0.
5m
6m
7.5m
2.13
m
10m
FILL HOUSETO RL 692.60 APPROXTO AVOID THE NEEDFOR HANDRAILS
PROPOSEDWEATHERBOARDRESIDENCEF.F.L 693.65
9SHEET : of 9
CONWAY
DEVELOPMENT SUMMARY BOX SITE AREA 1578
HOUSE & VERANDAH 320.96
GARAGE 63.00
TOTAL IMPERVIOUS AREA 383.96
PERMEABILITY INDEX 75.67
SITE COVERAGE 24.33
SCHEDULE OF COLOURS AND MATERIALSCOMPONENTEXTERIOR WALLS
1. ALL FOOTINGS TO BEAR ON SAME STRATA & ON NATURAL SOLID GROUND
OTHERWISE BORED PIERS MAY BE REQUIRED UNDER.
LOT 2 BUNGENDORE
30.10.2018
FOR MARTIN CONWAY
18-741
30.10.18
IB1 INTERNAL BEAM L11TM-200 BTM300 D x 300 W
NOTE:
SITE CLASSIFICATION REPORT SUMMARY PREPARED BY IDEAL GEOTECH
JOB No: 23553-IDF
SITE CLASSIFICATION: CLASS 'P' (PROBLEM SITE)
SOIL CLASSIFICATION: CLASS 'M'(MODERATELY REACTIVE)
Statement of Environmental Effects Dwellings (Including alterations & additions), outbuildings and home activities
Statement of Environmental Effects – Residential | 1 C1782505
Information for the applicant
This form may be used to outline the likely environmental impacts of a development application.
Once completed, submit this application form to Queanbeyan-Palerang Regional Council with your development application.
SECTION A. Context and setting*
*This section allows the applicant to explain how the proposal conforms to the surrounding area.
Does the proposal fit in with the locality? Yes
No
How? For example, is it a single-storey extension in a neighbourhood dominated by single-
storey houses?
SECTION B. Neighbourhood impact*
*This section allows the applicant to explain how the proposal maintains or proposes access.
Will the proposal overshadow neighbouring dwellings? Yes
No
Will the proposal impact on privacy on neighbouring dwellings? Yes
No
If no, why is this? For example, although two-storey in design, the proposal does not propose windows that directly face into living areas or private open space of neighbouring properties.
Traditionally styled single story house in an area conatining largely single story houses.
Weatherboard construction fits with the older heritage houses the area.
Single story design with adequate set backs from all boundaries.
Statement of Environmental Effects – Residential | 2
C1782505
Will the proposal result in an increase noise? Yes
No
If no, why is this? For example, use is for dwelling only.
SECTION D. Access*
*This section allows the applicant to explain how the proposal maintains or proposes access.
Is access going to be retained? Yes
No
If no, will new or additional access be required? Yes
No
How? What changes will be made? For example, this could be a proposed vehicle kerb crossing with an existing one closed off.
SECTION E. Waste and servicing*
*This section allows the applicant to explain how the proposal will dispose of building waste, household waste, stormwater waste and sewerage. It also allows the applicant to explain how the site is serviced in regards to power, water and telephone.
How will builders waste from construction be disposed of?
How will effluent be disposed?*
*If on-site disposal was ticked, please provide details on the type of system and soil assessment report.
Sewer mains
On-site disposal
How will stormwater be disposed? Street gutter
Storm water mains
Other:
Use is as a dwelling only.
OSD
Construction waste will be reused and recycled where possible. Remaining waste will be
disposed of at the approriate waste management facilities.
Statement of Environmental Effects – Residential | 3
C1782505
How is household waste disposed? Council service
Private service
If a private service, please provide details on the type of waste produced, location, frequency of collection and size of waste containers.
Is the site serviced with power and telephone services? Yes
No
If no, how will the site be serviced with power and telephone services?
SECTION F. Environmental impacts*
*This section allows the applicant to identify any potential environmental impacts and how these will be mitigated.
How will on-site erosion be controlled?
Does the proposal include excavation? Yes
No
If yes, to what depth (In metres)?
Does the proposal include removal of vegetation or native habitat? Yes
No
If yes, how much of and what species is proposed to be removed?
Sediment traps on the down hill boundaries.
Less than a meter
Statement of Environmental Effects – Residential | 4
C1782505
SECTION G. Natural Hazards*
*This section allows the applicant to identify natural hazards that effect the site.
Is the site bushfire prone? Yes
No
If yes, please ensure the Bushfire Prone Land - Single Dwelling, Alterations and Additions Application Kit has been completed as part of this proposal.
Is the site flood prone? Yes
No
If yes, please ensure you have consulted Council on the flood levels of the site and have indicated the finished floor levels on the site and floor plan/s.
Is a BASIX Certificate required? Please note: BASIX is required for any new dwelling or for any alteration and addition of $50,000 or more to an existing home
Yes
No
SECTION H. Heritage*
*This section is for heritage items, sites within the heritage conservation area and sites neighbouring heritage items only.
Is the site in a heritage conservation area? Yes
No
Is it a heritage listed item? Yes
No
Is it sited next to a heritage listed item? Yes
No
If yes has been answered to any of the above, please explain how the proposal has been designed to not impact on the heritage significance of the heritage item or the Heritage Conservation Area. For example, using like for like materials.
designed so as not to encroach on the existing house. The new house and shed are both
built in a traditional style (weatherboard).
The house at the front of lot 1 is on the council heritage list. The layout of the lots has been