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
DESCRIPTION
ROOF Main:Verandah:
TRIM
Eave Brackets:
Window Frames:
Posts and Fascias:
%
m2
m2
m2
m2
%
S000
GENERAL NOTES
A.N.H
1:100A.Z
SCALE:
JOB NUMBER:
DRAWN BY:
DWG NUMBER: ORIGINAL SIZE:
A3
DATE:DESIGNED BY:
COPYRIGHT
All rights reserved.
These drawings, plans and specifications and
the copyright are the property of ANH
Consultants and must not be used, reproduced
or copied wholly or in part without the written
permission of ANH Consultants.
NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO
ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE
NEW RESIDENCE
DESCRIPTIONDATEREV BY
A.N.HISSUED FOR CCA
Suite 4, 28 Collie St Fyshwick ACT (HIA Building)
T (02) 6100 0414 M. 0407 777 877
E. [email protected] www.anh.net.au
LOT 2 BUNGENDORE
SL
L--TM
R
RL
- Denotes deformed grade 500 low ductility reinforcing mesh to AS/NZS 4671.
- Denotes deformed grade 500 low ductility trench mesh to AS/NZS 4671.
- Denotes plain round grade 250 normal ductility reinforcing bars to AS/NZS 4671.
- Denotes deformed grade 500 low ductility reinforcing mesh to AS/NZS 4671.
N - Denotes deformed grade 500 normal ductility reinforcing bars to AS/NZS 4671.
C3 Engineer to approve any admixtures used in concrete mix.
32
25
20Normal
Portland
Type A
20
20
20
80
80
80
Footings
Slabs on Ground
Suspended Floors
All joints in concrete elements shall be suitably sealed or damp-proofed.
Damp-proofing & sealing details shall be in accordance with Architect's details.G6
300PLUS
G550/G500/G450
C400/C450LO
C350/C450LO
All bolts shall be M16 8.8/S, with a minimum of 2 bolts per connection, U.N.O.
Gusset plates shall be 10 mm thick, grade 300PLUS steel, U.N.O.
washers, or in accordance with the part turn method nominated in AS 4100.
High strength TF & TB bolts shall be installed using approved load indicator
All concrete shall be mechanically vibrated. Vibrators shall not be used to spread
Cover to reinforcement shall be obtained by the use of approved bar chairs.
made in concrete members without the prior approval of the Engineer.
Sizes of concrete elements do not include thickness of applied finishes.
Construction joints where not shown shall be located to the approval of the
Curing of all concrete is to be achieved by keeping surfaces continuously wet for a
period of 3 days, and prevention of loss of moisture for a total of 7 days followed
Construction support propping is to be left in place where needed to avoid
floor finishes are proposed. Polythene sheeting or wet hessian may be used if
over stressing the structure due to construction loading. No masonry or partition
by gradual drying out. Approved sprayed on compounds may be used where no
No holes or chases other than those shown on the structural drawings shall be
Conduits, pipes, etc. shall only be placed in the middle one third of slab depth and
walls are to be constructed on suspended levels until all propping is removed and
Fabric reinforcement shall have splices made so that the overlap, measured
between the outermost transverse wires of each sheet of fabric, is not less than
Splices in reinforcement shall be made only in positions shown or otherwise
Reinforcement is represented diagrammatically; it is not necessarily shown in true
The structural design has been based on the following steel grades, U.N.O:
The structural design has been based on MBPMA nominal size Cee & Zed lipped
Qualifications of welding procedures and personnel shall conform to Section 4
of AS 1554.1. Non destructive testing of welds shall include 100% visual inspection
purlins. All purlin profiles shall be in accordance with the MBPMA specifications.
All workmanship and materials shall be in accordance with AS 4100, AS 1163,
Welding of reinforcement shall not be permitted unless shown on the structural
All welds shall be 6 mm continuous fillet type SP, U.N.O. All butt welds shall be
High strength structural bolts to AS 1562, snug tightened
High strength structural bolts to AS 1562, fully tensioned bearing joint
High strength structural bolts to AS 1562, fully tensioned friction joint
C17
Non load bearing walls shall be separated from concrete above by 12 mm thick
Provide vertical control joints at 8 metres maximum centres, and 4 metres
- Coarse grained soil with low silt content
with vertical joints to match any control joints in the concrete.
galvanised steel slip joint between concrete and masonry.
- Granular materials with low clay content
All workmanship and materials shall be in accordance with AS 3600 current
Concrete quality shall be as follows (subject to note C4 being satisfied):
edition, except where varied by the contract documents.
Masonry retaining walls are to be backfilled with either of the following material:
maximum from corners in masonry walls, and between new & existing brickwork.
All masonry walls supporting slabs and beams shall have a pre-greased two layer
All masonry walls supporting or supported by concrete floors shall be provided
- Residual soil containing stones
- Fine silty sand
REINFORCED CONCRETE
Element
C2
C1
Slump
mm Agg. Size
mm
Max.
closed cell polyethylene strip.
M4
M6
M7
M5
M3
the spacing of those wires plus 25 mm.
drawings or approved by the Engineer.
STRUCTURAL STEEL
Type
Cement
S7
S4
S3
S2
S1
C18
complete penetration in accordance with AS 1554.1, U.N.O.
and additional testing as shown on the drawings.
Commercial bolts to AS 1111, snug tightened
to AS 1511
to AS 1511
Cold formed lipped Cee & Zed purlins:
Cold formed open DuraGal profiles:
Hot rolled universal beams, columns, channels & angles:
Circular, square & rectangular hollow sections:
AS 1554.1 and AS/NZS 4600.
During construction the structure shall be maintained in a stable condition and no
Footings have been designed for an allowable bearing pressure of 150 kPa U.N.O.
Refer Slab Design Criteria for classification of site.
All foundations must be stable and uniform throughout.
All dimensions are in millimetres, U.N.O. (unless noted otherwise).
No dimension shall be obtained by scaling the drawings.
Region : A Terrain category 3 wind classification N2
Earthquake loads are in accordance with AS 1170.4 as follows:
All workmanship and materials shall be in accordance with AS 3700.
Wind loads are in accordance with AS/NZS 1170.2 as follows:
Footings shall be placed centrally under walls and columns, U.N.O.
Foundation material shall be inspected and approved for the above site
These drawings shall be read in conjunction with other consultants' drawings and
specifications and with other such written instructions as may be issued during the
All levels and setting out dimensions shown on the drawings shall be checked on
course of the Contract. Any discrepancy shall be referred to the Engineer before
Superimposed floor loads are generally in accordance with AS 1170.1 or as noted
classification and allowable bearing pressure by a Geotechnical Engineer before
Characteristic compressive strength of masonry (f'uc) = 24 MPa
MASONRY
M2
M1
a = 0.08 S = 1.0 I = 1.0, U.N.O.
placing footing reinforcement.
in Table L4.
Live loads & additional dead loads: (to AS/NZS 1170.1)
L3
L4
L2
L1
LOADING
F4
F3
F2
part shall be overstressed.
proceeding with the work.
FOUNDATIONS
GENERAL NOTES
site prior to the commencement of the work.
G3
F1
G4
G5
G2
G1
concrete.
Engineer.
protected from wind and traffic.
projection.
approved by the Engineer.
Reinforcement symbols :
spread at not less than 3 diameters.
All chairs to be placed at 750 maximum centres.
the slab has absorbed its dead load deflection.
C15
C16
C14
C13
C12
C11
C10
C9
C7
C8
C5
extremely wet by adequate attention to site drainage and prompt repair of plumbing
The measures apply mainly to masonry houses and masonry veneer houses. For frame
houses clad with timber or sheeting, lesser precautions may be appropriate.
Repair of leaks : Leaks in plumbing, including storm water and sewerage drainage
The level to which these measures are implemented depends on the reactivity of the site.
prevent ponding where this may affect the performance of the footing system.
drainage requirements or the sub floor ventilation and weep hole drainage systems.
foundation of a house or neighbouring house on reactive sites as they can cause
Garden beds adjacent to the house should be avoided. Care should be taken to
Restrictions on trees and shrubs : Planting of trees should be avoided near the
The site drainage requirements shall be maintained for the economic life of the building.
Limitations on gardens : The development of the gardens shall not interfere with the
eliminate, the possibility of damage, tree planting should be restricted to a distance
Where rows or groups of trees are involved, the distance from the building should
be increased. Removal of trees from the site can also cause similar problems.
damage due to drying of the clay at substantial distances. To reduce, but not
CLASS M, H & E SITES : Sites classified as M, H, or E shall be maintained at essentially
stable moisture conditions and extremes of wetting and drying prevented. This will
The sub floor space for houses with suspended floors shall be graded or drained to
Drainage of the site : The site shall be graded or drained so that water cannot pond
against or near the house. The ground immediately adjacent to the house shall be
graded to a uniform fall of 50 mm minimum away from the house over the first metre.
require attention to the following :
from the house of :
should be repaired promptly.
1.00 x mature height for Class H sites
0.75 x mature height for Class M sites
1.50 x mature height for Class E sites
avoid over watering of gardens close to the house footings.
leaks.
sand, sufficient membrane being provided at edges to return under brickwork.
FOUNDATION SOILS : All soils are affected by water. Silts are weakened by water and
foundations. Clays swell and shrink due to changes in moisture content and the
CLASS A & S SITES : Sands, silts and clays shall be protected from becoming
potential amount of the movement is implied in the site classification in Australian
some sands can settle if heavily watered, but most problems arise on clay
Damp-proofing membrane unpunctured and taped at laps, is to be placed over the
For slabs on ground, sand 50 mm approximate thickness is to be spread as a
Strip topsoil containing organic matter. Proof roll fill sub grade and remove any
compaction in horizontal layers of 200 mm (loose) maximum depth. This fill shall
cohesive materials such as sand and gravel dust shall be placed by "controlled"
provide drill holes as necessary.
levelling layer and well watered down.
an equivalent finish to adjacent steelwork
H Highly Reactive.
S Slightly Reactive.
Standard AS2870, which is specified as follows:
A Stable (Non-reactive).
E Extremely Reactive.
M Moderately Reactive.
FOUNDATION MAINTENANCE
SITE PREPARATION FOR SLABS ON GROUND
Where no brickwork, tape membrane to side of footing below ground.
be compacted to at least 95% of Standard Maximum Dry Density (SMDD).
Where additional fill is required to the underside of slabs on ground, non
All transport and erection damage, site welds etc., shall be reinstated to
P2
P4
P3
S12
P1
soft zones.
A1 / A2
Exposure
Classification
Where sealed tube members are hot dip galvanised, the fabricator shall
Steelwork not encased shall have the following surface treatment :
S11
B2
B1
S10
1 Coat Inorganic Zinc Silicate
Abrasive blast to AS1627 Class 2.5
1 Coat Alkyd Primer (Zinc Phosphate)
Steelwork Protection Required
Power tool clean to AS1627 Class 1
Hot Dipped Galvanised to AS4680
1.50 kPa
0.25 kPa
3.00 kPa
Roof Areas
Floors - External & Garage
Floors - Internal
Live Load
Uniform Point
1.80 kN
1.40 kN
1.80 kN
0.50 kPa
0.15 kPa
1.00 kPa
Area subject to
loading
Add. Dead
Load
Minimum clear concrete cover to reinforcement including ties and stirrups (other
than residential slabs on ground or footings) shall be as follows uno.
B2
A2
B1
A1
C
Exposure
Classification
20 MPa 25 MPa 32 MPa 40 MPa >50 MPa
20 20 20 20 20
(50) 30 25 20 20
(60)
(65)
(70)
40 30
45 35
25
50
-
-
-
-
- -
For bracketed figures refer to AS 3600 current edition table 4.10.3.2
Minimum Cover (mm)
Concrete Strength (f'c)
Concrete encased steelwork shall be wrapped with SL41 fabric and shall have a
minimum of 50 mm cover, U.N.O.
S9
R4 (Stainless)
R1 (Galv'd 300 g/m² each side)
M4
M2
M3
Exposure
Protected
30
5
15General Purpose R3 (Galv'd 470 g/m² each side)
Durability Requirements
Mortar Built In
Component
Min. Cover to
Reinforcement & Tendons
in Grouted Cavities
Salt Attack
Resistance Grade
- Unprotected ground: 40 mm
Residential slab on ground and footings cover requirements:C6
(Minimum concrete grade N20)
- External exposure: 40 mm
- Membrane in contact with ground: 30 mm
- Internal surface: 20 mm
- Strip & pad footing: 40 mm
C4
S8
f'c at 28
Days MPa
BONDEK/CONDECK FORMWORK
B1 U.N.O. BONDEK/CONDECK PANELS SHALL BE 1.00Mmm BMT
B2 PANELS ARE TO BE SECURELY FIXED OR HELD DOWN TO
PREVENT DISPLACEMENT DUE TO CONSTRUCTION LOADING OR
WIND UPLIFT PRIOR TO CONCRETING
B3 FIX PANELS TO STEELWORK BY PUDDLE WELDING DRIVE PINS
OR OTHER SUITABLE METHODS. SLIP JOINTS SHALL BE
LOCATED AS SHOWN
B4 FIXING TO MASONRY IS NOT NECESSARY PROVIDED CONCRETE
IS PLACED IMMEDIATELY AFTER PANELS ARE LAID. TOP
COURSE OF BRICKWORK IS TO BE STRAIGHT AND LEVEL. IF
REQUIRED, PROVIDE LAYER OF SMOOTH HARD MORTAR SLIP
JOINTS SHALL BE PROVIDED AT ALL MASONRY U.N.O.
DENOTES SLAB PENETRATION
DENOTES SLAB STEP DEPTH
DENOTES MINIMUM SLAB DEPTH
DENOTES SLAB DATUM
DENOTES STEEL BEAM 150mm BELOW SLAB DATUM
DENOTES SAWN JOINT. REFER TO DETAILS.
DENOTES KEY JOINT. REFER TO DETAILS.
DENOTES DOUBLE STUD
DENOTES TRIPLE STUD
DENOTES F11x4.5 THICK PLYWOOD SHEET
STRUCTURAL BRACING. REFER TO TIMBER
FRAMING CODE FOR FIXING.
DENOTES 30x0.8 METAL STRAP CROSS BRACING.
REFER TO TIMBER FRAMING CODE AS1684 FOR FIXING
XX
LEGEND
SB1(-150)
???
S.J
K.J
D
S
T
S
PS
MSX
DENOTES LOAD BEARING BRICK WALL OVER
DENOTES CORE FILLED BLOCK WALL OVER
DENOTES NON LOAD BEARING WALL OVER
DENOTES NON LOAD BEARING WALL UNDER
DENOTES LOAD BEARING MASONRY WALL UNDER
DENOTES LOAD BEARING 190 DINCEL WALL
DENOTES LOAD BEARING STUD WALL OVER
B5 BEFORE CONCRETE IS PLACED, ANY ACCUMULATED DEBRIS,
GREASE OR ANY OTHER SUBSTANCE WILL NEED TO BE
REMOVED TO ENSURE CLEAN BONDING SURFACE. ANY PONDED
RAINWATER SHOULD BE REMOVED BY BLOWING OR SWEEPING
B6 FASTENING OF SIDE LAP JOINTS SHALL BE IN ACCORDANCE
WITH LYSAGHT PUBLICATIONS, AND GENERALLY ONE No.
10-24x16mm SELF-DRILLING TAPPING SCREW IS REQUIRED
MID-SPAN FOR SUPPORT SPACING OF 2750mm OR GREATER.
FOR POINT LOADS RATINGS OR EXPOSED SOFFITS ADDITIONAL
FIXING MAY BE REQUIRED
B7 U.N.O PROPPING SHALL BE IN ACCORDANCE WITH LYSAGHT
PUBLICATIONS
B8 PROPS SHALL NOT BE REMOVED UNTIL CONCRETE HAS
REACHED SUFFICIENT STRENGTH
LOT 2 BUNGENDORE
30.10.2018
FOR MARTIN CONWAY
18-741
30.10.18
DENOTES CONTINUOUS STEEL COLUMN
DENOTES STEEL COLUMN OVER
DENOTES STEEL COLUMN UNDER & OVER
S
C
1
(
O
)
S
C
1
DENOTES STEEL COLUMN UNDER
S
C
1
(
U
)
S
C
1
(
O
)
S
C
1
(
U
)
PF1
PF1 PF1 PF1 PF1 PF1 PF1
PF1
PF1
PF1
PF1
PF1
PF1
PF1PF1PF1PF1PF1
PF1
PF1
PF1
PF1
PF1
PF1
PF1 PF1 PF1 PF1
PF1 PF2 PF2 PF1 PF1 PF1 PF1 PF1 PF2 PF2 PF1
PF1 PF1 PF1 PF1 PF1
PF1
PF1
PF1
PF2 PF2 PF2 PF2 PF2 PF2 PF2 PF2 PF2 PF1
PF1
PF1 PF1 PF1 PF1 PF1 PF1 PF1 PF1
PF2 PF2 PF2 PF2 PF2 PF2 PF2 PF2 PF2
PF1 PF1 PF1
NOTES:
FOOTING PLAN
1:100
FOOTING PLAN
1:100
SCALE:
JOB NUMBER:
DRAWN BY:
DWG NUMBER: ORIGINAL SIZE:
A3
DATE:DESIGNED BY:
COPYRIGHT
All rights reserved.
These drawings, plans and specifications and
the copyright are the property of ANH
Consultants and must not be used, reproduced
or copied wholly or in part without the written
permission of ANH Consultants.
NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO
ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE
DESCRIPTIONDATEREV BY
A.N.HISSUED FOR CCA
A.N.H
A.Z
S100
MARK SIZE COMMENTSDESCRIPTION
FOOTING SCHEDULE
PF1 PAD FOOTING
REFER TO GENERAL NOTES FOR REINFORCEMENT COVER
20
STRENGTH
f'c
MAX SIZE
AGG. mm
CEMENT
TYPE
ADMIXTURE
FOOTINGS GP -20
ELEMENT
CONCRETE QUALITY
80
SLUMP
mm
MASS CONCRETE500 D x 500 x 500
Suite 4, 28 Collie St Fyshwick ACT (HIA Building)
T (02) 6100 0414 M. 0407 777 877
E. [email protected] www.anh.net.au
NEW RESIDENCE
1. ALL FOOTINGS TO BEAR ON SAME STRATA & ON NATURAL SOLID GROUND
OTHERWISE BORED PIERS MAY BE REQUIRED UNDER.
2. ALL EXTERNAL SLABS TO BE 100 THICK WITH SL82 FABRIC IN TOP, 30 COVER
3. PROVIDE CONTINUOUS VAPOR BARRIER OR DAMP-PROOFING MEMBRANE
OVER 50mm SAND UNDER ALL SLABS ACCORDING TO THE BCA FIG 3.2.2.3
4. ARTICULATE ALL BRICKWORK & DRAINAGE TO BCA
5. BUILDER TO REPORT SITE CONDITION TO STRUCTURAL ENGINEER AFTER
THE SITE CUT & FILL IS COMPLETE
6. EXTENT OF SLAB ON FILL IS INDICATIVE AND TO BE CONFIRMED ON SITE
PIERS ARE NOT REQUIRED UNDER SLAB IF FILL DOES NOT EXCEED 400mm.
LOT 2 BUNGENDORE
30.10.2018
FOR MARTIN CONWAY
18-741
30.10.18
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)
PF2 PAD FOOTING MASS CONCRETE400 D x 400 x 400
TB1
TB1
TB1 TB1
TB1
TB1
TB1
FJ1
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
PS
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
50
50
50
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
FJ2 FJ2
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
S
P
FJ2
FJ2
FJ2
BUILD UP THIS AREA TO MATCH
REST OF FLOOR
BUILD UP THIS AREA TO MATCH
REST OF FLOOR
UBR
UBR
UBR
UBR
UBR
UBR UBR
UBR UBR
UB
R
UB
R
UBR
UBR
UBR
UBR
UBR
UB
R
UBRUBR
UBRUBR
UB
R
UB
R
UB
R
UB
R
UB
R
1
S101
TB
1
TB
1
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
TB
2
T
B
2
TB
2
TB
2
TB
2
TB
2
TB
2
TB
2
TB
2
TB
2
TB
2
TB
2
TB
2
TB
2
TB
2
T
B
2
TB
2
TB
2
TB
2
TB
2
TB
2
TB
2
TB
2
TB
2
TB
2
T
B
2
T
B
2
BJ1
BJ1
BJ1
BJ1
BJ1
TB3
TB3
TB
3
TB
3
TB
1
TB
1
TB2
TB2
TB2
TB2
TB2
TB2
TB2
TB2
TB2
TB2
TB2
TB2
50
1:20
SECTION
1
S101
FJ1
FJ2
S101
TIMBER FLOOR MARKING PLAN
1:100
SCALE:
JOB NUMBER:
DRAWN BY:
DWG NUMBER: ORIGINAL SIZE:
A3
DATE:DESIGNED BY:
COPYRIGHT
All rights reserved.
These drawings, plans and specifications and
the copyright are the property of ANH
Consultants and must not be used, reproduced
or copied wholly or in part without the written
permission of ANH Consultants.
NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO
ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE
DESCRIPTIONDATEREV BY
A.N.HISSUED FOR CCA
A.N.H
A.Z
TIMBER FLOOR MARKING PLAN
1:100
MARK SIZE COMMENTSDESCRIPTION
STEEL & TIMBER MEMBER SCHEDULE
TB1 TIMBER BEAM
FJ1
130 x 63 LVL
130 x 45 LVL @ 450 CtrsFLOOR JOIST
Suite 4, 28 Collie St Fyshwick ACT (HIA Building)
T (02) 6100 0414 M. 0407 777 877
E. [email protected] www.anh.net.au
NEW RESIDENCE
TRUSS LAYOUT TO BE FORWARDED TO ANH CONSULTING
ENGINEERS BEFORE COMMENCEMENT OF WORK ON SITE
NOTE:
DO NOT LOAD INTERNAL WALLS WITHOUT PERMISSION
OF A STRUCTURAL ENGINEER
TIMBER TRUSSES, ROOF BRACING, WALL FRAMING, LINTELS
WALL BRACING AND EXISTING ROOF SUPPORT TRUSSES BY FRAMING COMPANY.
SP STEEL POST 65 x 2.5 UNI-PIER
NOTE:
ALL LVL TIMBER MEMBERS MUST BE WEATHER PROTECTED.
ADVISE OUR OFFICE OTHERWISE
LOT 2 BUNGENDORE
30.10.2018
FOR MARTIN CONWAY
18-741
30.10.18
ALL TIMBER CONNECTIONS, TIEE DOWNS & BRACING TO AS1684 TIMBER FRAMING CODE
IF 400 DEEP CLEARANCE UNDERNEATH THE FLOOR CANNOT BE ACHIEVED ACCORDING TO
BCA REQUIREMENT, CONTACT STRUCTURAL ENGINEER BEFORE YOU CONTINUE THE WORK
FJ2 130 x 45 LVL @ 400 CtrsFLOOR JOIST
UBR UNI-BRACE
TB2 TIMBER BEAM 2/120 x 45 F7 TREATED PINE
TB3 TIMBER BEAM 240 x 45 F7 TREATED PINE
TP TIMBER POST 90 x 90
BJ1 120 x 45 F7 TREATED PINE @ 450 CtrsBALCONY JOIST
EB1
EB1
EB
1
EB
1
100 100
IB
1
2
S103
1
S103
TYPICAL SLAB THICKENING (TH2) DETAIL
DAMP-PROOF
MEMBRANE ON 50
MIN SAND BED
TOP FABRIC
REFER S100
TYPICAL EDGE BEAM (EB1) DETAIL
DAMP-PROOF
MEMBRANE ON 50
MIN SAND BED
REFER S100
TOP FABRIC
N.G.L
RE
FE
R
S100
REFER
S100
RE
FE
R
S100
REFER
S100
200 M
IN
.
1:20
SECTION
1
S103
1:20
SECTION
2
S103
NOTES:
GARAGE
SLAB PLAN & ROOF SUPPORT STRUCTURE 1:100
STIFFENED RAFT SLAB PLAN
1:100
SCALE:
JOB NUMBER:
DRAWN BY:
DWG NUMBER: ORIGINAL SIZE:
A3
DATE:DESIGNED BY:
COPYRIGHT
All rights reserved.
These drawings, plans and specifications and
the copyright are the property of ANH
Consultants and must not be used, reproduced
or copied wholly or in part without the written
permission of ANH Consultants.
NOTE: DO NOT SCALE OFF DRAWINGS. REFER TO
ARCHITECTURAL PLANS. VERIFY DIMENSIONS ON SITE
DESCRIPTIONDATEREV BY
A.N.HISSUED FOR CCA
A.N.H
A.Z
S102
MARK SIZE COMMENTSDESCRIPTION
FOOTING SCHEDULE
REFER TO GENERAL NOTES FOR REINFORCEMENT COVER
STRENGTH
f'c
MAX SIZE
AGG. mm
CEMENT
TYPE
ADMIXTURE
ELEMENT
CONCRETE QUALITY
SLUMP
mm
SIDES
EXTERIORINTERIOR
BTM
TOP
SLAB
20mm
45mm
30mm 30mm
45mm
45mm
REINFORCEMENT COVERS
SLAB ON GROUND
DENOTES EXTENT OF 120 THICK SLAB
REINFORCED WITH SL82 MESH TOP & BTM CONTINUOUS
THROUGHOUT PLUS ANY EXTRAS AS NOTED ON PLAN AND IN DETAILS.
REFER TO TABLE BELOW FOR CONCRETE COVERS
NOTES TO BE READ IN CONJUNCTION WITH
PLANS AND TYPICAL DETAILS
SLAB ON GROUND NOTES
120
DENOTES EXTENT OF 100 THICK
COMPACTED FILL REINFORCED WITH SL82 MESH TOP CONTINUOUS
THROUGHOUT PLUS ANY EXTRAS AS NOTED ON PLAN AND IN DETAILS.
100
SL72 MESH
SLAB ON 400mm MAXIMUM
Suite 4, 28 Collie St Fyshwick ACT (HIA Building)
T (02) 6100 0414 M. 0407 777 877
E. [email protected] www.anh.net.au
NEW RESIDENCE
EB1 EDGE BEAM L11TM-200 BTM300 D x 300 W
25STIFFENED RAFT SLAB GP -20 80
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
Statement of Environmental Effects – Residential | 5
C1782505
SECTION I. Home Businesses and Industries*
*This section is for home businesses and industries only. Do not complete if your proposal is not for this.
What is the proposed activity?
What is the total area occupied by the proposed activity?
Is the area occupied by the activity more than 10%of the floor area of the building?
Yes
No
What is the number of employees?
If the activity is carried out within a dwelling, how many residents will be employed?
Will there be sales of goods and materials? Yes
No
If yes, will these be produced on site? Yes
No
What are the proposed hours of operation? Monday – Friday
Saturday
Sunday & Public Holidays
Will customer’s need to come to the site? Yes
No
If yes to the above, how often?
Will this be by appointment? Yes
No
How many car spaces have been provided (Please indicate this on the site plan)?
Statement of Environmental Effects – Residential | 6
C1782505
Applicant’s Signature: _________________________
Date: ______________________________________
Will there be any deliveries of goods? Yes
No
If yes to the above, how often and what type of vehicle will be used?
Will there be any noise generated from the activity (E.g. machinery)? Yes
No
If yes to the above, please describe the noise generating equipment and provide specifications including noise levels.
Will non-domestic waste be generated (E.g. paints or oils)? Yes
No
If yes to the above, how will these be disposed of?
Will there be any food preparation on-site? Yes
No
If yes to the above, please indicate what will be involved and how you have satisfied New South Wales Health Guidelines and Council requirements.
Will there be any skin penetration (E.g. Tattoo)? Yes
No
If yes to the above, please indicate what will be involved and how you have satisfied New South Wales Health Guidelines and Council requirements.
27/5/2019
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