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. info@anh.net.au 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. info@anh.net.au 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. info@anh.net.au 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. info@anh.net.au 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