PROJECT: PROPOSED ALTERATIONS & ADDITIONS TO EXISTING ...

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1103Project No.: Rev.:Drawing No.:Drawn By:

Scale:

C.D.A

Prepared By:

Date:

Issue DateAmendments

Client:

Council:Project Description: Address:

Drawing Title:

DA01 A

MR. J. & MRS. C. LAURENDET

SUTHERLAND SHIRE COUNCILPROPOSED ALTERATIONS & ADDITIONS TO

EXISTING RESIDENCE & NEW SWIMMING POOL

40 GORADA AVENUE

KIRRAWEE. NSW 2232

COVER SHEET

This drawing is the property of CDA Building Design Solutions Pty. Ltd.

It must not be copied in whole or part without permission in writing.C

All workmanship &

materials are to be strickly

in accordance with the

relevant codes & local

government regulations.

DO NOT SCALE OFF THE

DRAWINGS. Check all

dimensions prior to

commencing work.

/

BUILDING DESIGNERS

ASSOCIATION OF AUSTRALIA

FULL MEMBERMEMBERSHIP No. 1103/09

12 Amberdale Avenue

PICNIC POINT, N.S.W. 2213

M: 0415 372 772

E: [email protected]

CDA BUILDING DESIGNCDA BUILDING DESIGNCDA BUILDING DESIGNCDA BUILDING DESIGNSOLUTIONS SOLUTIONS SOLUTIONS SOLUTIONS PTY. LTD.PTY. LTD.PTY. LTD.PTY. LTD.ABN: 45 164 693 298 ACN: 164 693 298

PROJECT:

PROPOSED ALTERATIONS & ADDITIONS TO EXISTING RESIDENCE

& NEW SWIMMING POOL.

40 GORADA AVENUE, KIRRAWEE. NSW 2232

N

23/10/17ISSUED TO COUNCIL FOR DEVELOPMENT APPLICATION SUBMISSIONA

23/10/17

A3 = N.T.S.

LOCATION MAP

GENERIC PERSPECTIVE .1

GENERIC PERSPECTIVE .2

PROJECT:

PROPOSED ALTERATIONS & ADDITIONS TO EXISTING RESIDENCE

& NEW SWIMMING POOL.

40 GORADA AVENUE, KIRRAWEE. NSW 2232

DRAWING No. DRAWING TITLE REVISION

1103/DA01 - COVER SHEET, TABLE OF CONTENTS, LOCATION MAP & PERSPECTIVE A

1103/DA02 - WORK HEALTH & SAFETY NOTES A

1103/DA03 - SPECIFICATION, PRELIMINARY & CONSTRUCTION NOTES A

1103/DA04 - SITE EVALUATION PLAN & SITE CALCULATIONS A

1103/DA05 - EXSTING / DEMOLITION FLOOR PLAN A

1103/DA06 - PROPOSED GROUND FLOOR PLAN A

1103/DA07 - PROPOSED DETAIL POOL HOUSE, WC, SWIMMING POOL & SPA & A

EXTERNAL FINISHES SCHEDULE

1103/DA08 - PROPOSED FIRST FLOOR PLAN A

1103/DA09 - PROPOSED WINDOW & DOOR SCHEDULE A

1103/DA10 - PROPOSED SKYLIGHT SCHEDULE & BASIX COMMITMENTS A

1103/DA11 - PROPOSED NORTHERN & SOUTHERN ELEVATIONS A

1103/DA12 - PROPOSED EASTERN & WESTERN ELEVATIONS A

1103/DA13 - PROPOSED SECTION A-A & SECTION B-B A

1103/DA14 - PROPOSED SECTION C-C & SECTION D-D A

1103/DA15 - SEDIMENT CONTROL & WASTE MANAGEMENT PLAN A

1103/DA16 - LANDSCAPE AREA PLAN & CONCEPT STORMWATER PLAN A

1103/DA17 - SHADOW DIAGRAMS - 21ST JUNE (WINTER SOLSTICE) A

1103/DA18 - SHADOW DIAGRAMS - 21ST MARCH / SEPTEMBER (EQUINOX) A

1103/DA19 - SHADOW DIAGRAMS - 21ST DECEMBER (SUMMER SOLSTICE) A

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Scale:

C.D.A

Prepared By:

Date:


Client:


Drawing Title:

DA02 A




40 GORADA AVENUE

KIRRAWEE. NSW 2232

WORK HEALTH & SAFETY NOTES



All workmanship &






DRAWINGS. Check all

dimensions prior to

commencing work.

/

BUILDING DESIGNERS



12 Amberdale Avenue


M: 0415 372 772



ISSUED TO COUNCIL FOR DEVELOPMENT APPLICATION SUBMISSIONA

A3 = N.T.S.

23/10/17

23/10/17

THESE NOTES MUST BE READ AND UNDERSTOOD BY ALL INVOLVED IN THE PROJECT.

THIS INCLUDES (but is not excluded to): OWNER, BUILDER, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS, OPERATORS, MAINTENORS, DEMOLISHERS.

1. FALLS, SLIPS, TRIPSa) WORKING AT HEIGHTS

DURING CONSTRUCTION

- Wherever possible, components for this building should be

prefabricated off-site or at ground level to minimise the risk of

workers falling more than two metres. However, construction of this

building will require workers to be working at heights where a fall in

excess of two metres is possible and injury is likely to result from such

a fall. The builder should provide a suitable barrier wherever a person

is required to work in a situation where falling more than two metres is

a possibility.

DURING OPERATION OR MAINTENANCE

For houses or other low-rise buildings where scaffolding is appropriate:

- Cleaning and maintenance of windows, walls, roof or other components

of this building will require persons to be situated where a fall from a

height in excess of two metres is possible. Where this type of activity

is required, scaffolding, ladders or trestles should be used in

accordance with relevant codes of practice, regulations or legislation.

For buildings where scaffold, ladders, trestles are not appropriate:

- Cleaning and maintenance of windows, walls, roof or other components

of this building will require persons to be situated where a fall from a

height in excess of two metres is possible. Where this type of activity

is required, scaffolding, fall barriers or Personal Protective Equipment

(PPE) should be used in accordance with relevant codes of practice,

regulations or legislation.

ANCHORAGE POINTS

Anchorage points for protable scaffold or fall arrest devices have been

included in the design for use by maintenance workers. Any persons

engaged to work on the building after completion of construction should

be informed about the anchorage points.

b) SLIPPERY OR UNEVEN SURFACES

FLOOR FINISHES Specified

- If finishes have been specified by designer, these have been selected

to minimise the risk of floors and paved areas becoming slippery when

wet or when walked on with wet shoes/feet. Any changes to the

specified finish should be made in consultation with the designer or, if

this is not practical, surfaces with an equivalent or better slip

resistance should be chosen.

FLOOR FINISHES By Owner

- If designer has not not been involved in the selection of surface

finishes, the owner is responsible for the selection of surface finishes

in the pedestrian trafficable areas of this building. Surfaces should be

selected in accordance with AS HB 197:1999 and AS/NZ 4586:2004.

STEPS, LOOSE OBJECTS AND UNEVEN SURFACES

- Due to design restrictions for this building, steps and/or ramps are

included in the building which may be a hazard to workers carrying

objects or otherwise occupied. Steps should be clearly marked with

both visual and tactile warning during construction, maintenance,

demolition and at all times when the building operates as a workplace.

- Building owners and occupiers should monitor the pedestrian access

ways and in particular access to areas where maintenance is routinely

carried out to ensure that surfaces have not moved or cracked so that

they become uneven and present a trip hazard.

- Spills, loose material, stray objects or any other matter that may cause

a slip or trip hazard should be cleaned or removed from access ways.

- Contractors should be required to maintain a tidy work site during

construction, maintenance or demolition to reduce the risk of trips and

falls in the workplace. Materials for construction or maintenance

should be stored in designated areas away from access ways and work

areas.

Where there is a danger of this occurring, power lines should be,

where practical, disconnected or relocated. Where this is not practical

adequate warning in the form of bright coloured tape or signage

should be used or a protective barrier provided.

5. MANUAL TASKS- Components within this design with a mass in excess of 25kg should be

lifted by two or more workers or by mechanical lifting device. Where

this is not practical, suppliers or fabricators should be required to

limit the component mass.

- All material packaging, building and maintenance components should

clearly show the total mass of packages and where practical all items

should be stored on site in a way which minimises bending before

lifting. Advice should be provided on safe lifting methods in all areas

where lifting may occur.

- Construction, maintenance and demolition of this building will require

the use of portable tools and equipment. These should be fully

maintained in accordance with manufacturer’s specifications and not

used where faulty or (in the case of electrical equipment) not carrying

a current electrical safety tag.

- All safety guards or devices should be regularly checked and Personal

Protective Equipment should be used in accordance with

manufacturer’s specification.

6. HAZARDOUS SUBSTANCES ASBESTOS

For alterations to a building constructed prior to 1990:

- If this existing building was constructed prior to:

- 1990 - it therefore may contain asbestos

- 1986 - it therefore is likely to contain asbestos either in cladding

material or in fire retardant insulation material. In either

case, the builder should check and, if necessary, take

appropriate action before demolishing, cutting, sanding,

drilling or otherwise disturbing the existing structure.

POWDERED MATERIALS

- Many materials used in the construction of this building can cause

harm if inhaled in powdered form. Persons working on or in the building

during construction, operational maintenance or demolition should

ensure good ventilation and wear Personal Protective Equipment

including protection against inhalation while using powdered material

or when sanding, drilling, cutting or otherwise disturbing or creating

powdered material.

TREATED TIMBER

- The design of this building may include provision for the inclusion of

treated timber within the structure. Dust or fumes from this material

can be harmful. Persons working on or in the building during

construction, operational maintenance or demolition should ensure

good ventilation and wear Personal Protective Equipment including

protection against inhalation of harmful material when sanding,

drilling, cutting or using treated timber in any way that may cause

harmful material to be released. Do not burn treated timber.

VOLATILE ORGANIC COMPOUNDS

- Many types of glue, solvents, spray packs, paints, varnishes and some

cleaning materials and disinfectants have dangerous emissions. Areas

where these are used should be kept well ventilated while the material

is being used and for a period after installation. Personal Protective

Equipment may also be required. The manufacturer’s recommendations

for use must be carefully considered at all times.

SYNTHETIC MINERAL FIBRE

- Fibreglass, rockwool, ceramic and other material used for thermal or

sound insulation may contain synthetic mineral fibre which may be

harmful if inhaled or if it comes in contact with the skin, eyes or other

sensitive parts or the body. Personal Protective Equipment including

protection against inhalation of harmful material should be used when

installing, removing or working near bulk insulation material.

2. FALLING OBJECTS LOOSE MATERIALS OR SMALL OBJECTS

- Construction, maintenance or demolition work on or around this building

is likely to involve persons working above ground level or above floor

levels. Where this occurs one or more of the following measures should

be taken to avoid objects falling from the area where the work is

being carried out onto persons below.

1. Prevent or restrict access to areas below where the work is

being carried out.

2. Provide toeboards to scaffolding or work platforms.

3. Provide protective structure below the work area.

4. Ensure that all persons below the work area have Personal

Protective Equipment (PPE).

BUILDING COMPONENTS

- During construction, renovation or demolition of this building, parts of

the structure including fabricated steelwork, heavy panels and many

other components will remain standing prior to or after supporting

parts are in place. Contractors should ensure that temporary bracing

or other required support is in place at all times when collapse which

may injury persons in the area is a possibility.

- Mechanical lifting of materials and components during construction,

maintenance or demolition presents a risk of falling objects.

Contractors should ensure that appropriate lifting devices are used,

that loads are properly secured and that access to areas below the

load is prevented or restricted.

3. TRAFFIC MANAGEMENTFor building on a major road, narrow road or steeply sloping road:

- Parking of vehicles or loading/unloading of vehicles on this roadway may

cause a traffic hazard. During construction, maintenance or demolition

of this building designated parking for workers and loading areas

should be provided. Trained traffic management personnel should be

responsible for the supervision of these areas.

For building where on-site loading/unloading is restricted:

- Construction of this building will require loading and unloading of

congestion of loading areas and trained traffic management personnel

should be used to supervise loading/unloading areas.

For all buildings:

- Busy construction and demolition sites present a risk of collision where

deliveries and other traffic are moving within the site. A traffic

management plan supervised by trained traffic management personnel

should be adopted for the work site.

4. SERVICES GENERAL

- Rupture of services during excavation or other activity creates a

variety of risks including release of hazardous material. Existing

services are located on or around this site. Where known, these are

identified on the plans but the exact location and extent of services

may vary from that indicated. Services should be located using an

appropriate service (such as Dial Before You Dig), appropriate

excavation practice should be used and, where necessary, specialist

contractors should be used.

Locations with underground power:

- Underground power lines MAY be located in or around this site. All

underground power lines must be disconnected or carefully located and

adequate warning signs used prior to any maintenance construction,

maintenance or demolition commencing.

Locations with overhead power lines:

- Overhead power lines MAY be near or on this site. These pose a risk of

electrocution if struck or approached by lifting devices or other plant

and persons working above ground level.

TIMBER FLOORS

- Areas where finishes are applied should be kept well ventilated during

sanding and application and for a period after installation. Personal

Protective Equipment may also be required. The manufacturer’s

recommendations for use must be carefully considered at all times.

7. CONFINED SPACES EXCAVATION

- Construction of this building and some maintenance on the building will

require excavation and installation of items within excavations. Where

practical, installation should be carried out using methods which do not

require workers to enter the excavation. Where this is not practical,

adequate support for the excavated area should be provided to

prevent collapse. Warning signs and barriers to prevent accidental or

unauthorised access to all excavations should be provided.

ENCLOSED SPACES

For buildings with enclosed spaces where maintenance or other access

may be required:

- Enclosed spaces within this building may present a risk to persons

entering for construction, maintenance or any other purpose. The

design documentation calls for warning signs and barriers to

unauthorised access. These should be maintained throughout the life

of the building. Where workers are required to enter enclosed spaces,

air testing equipment and Personal Protective Equipment should be

provided.

SMALL SPACES

For buildings with small spaces where maintenance or other access may

be required:

- Some small spaces within this building will require access by

construction or maintenance workers. The design documentation calls

for warning signs and barriers to unauthorised access. These should be

maintained throughout the life of the building. Where workers are

required to enter small spaces they should be scheduled so that access

is for short periods. Manual lifting and other manual activity should be

restricted in small spaces.

8. PUBLIC ACCESS- Public access to construction and demolition sites and to areas under

maintenance causes risk to workers and public. Warning signs and

secure barriers to unauthorised access should be provided. Where

electrical installations, excavations, plant or loose materials are

present they should be secured when not fully supervised.

9. OPERATIONAL USE OF RESIDENTIAL BUILDING

- This building has been designed as a residential building. If it, at a

later date, it is used or intended to be used as a workplace, the

provisions of the Work Health and Safety Act 2011 or subsequent

replacement Act should be applied to the new use.

10.OTHER HIGH RISK ACTIVITY- All electrical work should be carried out in accordance with Code of

Practice: Managing Electrical Risks at the Workplace, AS/NZ 3012 and

all licensing requirements.

- All work using Plant should be carried out in accordance with Code of

Practice: Managing Risks of Plant at the Workplace.

- All work should be carried out in accordance with Code of Practice:

Managing Noise and Preventing Hearing Loss at Work.

- Due to the history of serious incidents it is recommended that

particular care be exercised when undertaking work involving steel

construction and concrete placement. All the above applies.

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Scale:

C.D.A

Prepared By:

Date:


Client:


Drawing Title:

DA03 A




40 GORADA AVENUE

KIRRAWEE. NSW 2232

SPECIFICATION, PRELIMINARY & CONSTRUCTION NOTES



All workmanship &






DRAWINGS. Check all

dimensions prior to

commencing work.

/

BUILDING DESIGNERS



12 Amberdale Avenue


M: 0415 372 772




A3 = N.T.S.

23/10/17

23/10/17

PRELIMINARY NOTES

VISIT SITETenderers are advised to visit the site of the proposed alterations and additions beforetendering. They must satisfy themselves as to the preliminary work involved and thenature and the extent of all the work to be done as no extras will be allowed fornecessary work unforseen by the builder through lack of his having taken this precaution.

INSPECTION OF BUILDINGTenderers must inspect the existing building for definite information regarding parts andportions which are to be altered, remodeled or removed, present conditions of work andall other information required in the preparation of tenders. They must satisfythemselves as to the levels, nature and extent of all work to be done as no extras will beallowed for necessary work unforseen by the builder through lack of his taken thisprecaution.

DRAWINGSWhere any item of work is not wholly indicated on the drawings, the builder shall in theexecution of the work, complete same to correspond entirely with existing work of asimilar nature. In making alterations to the existing building, the builder must necessarilybe guided by existing sizes in preference to scale or figures on drawings.

INSURANCESThe builder shall take out policies for the amounts as follows:* Public liability insurance $ 5,000,000.00* Workers compensation and Employers liability insurance $ 5,000,000.00* Contract Works Insurance Full reinstatement value + unfixed materials on site.

WORKMANSHIP AND MATERIALSThe whole of the work shall be faithfully executed in the most tradesmanlike manner. Allmaterials shall be new and of the best quality of their respective kinds. Except whereotherwise stated, the standard of quality shall be that which would comply with therelevant S.A.A. code. All work shall be completed to the satisfaction of the proprietor.

DAMAGED WORKAny work damaged as a result of the execution of this contract shall be repaired to astate equivalent to the existing adjacent undamaged work of a similar nature.

BARRIERS ETCThe builder shall provide, erect and maintain all necessary temporary hoardings, screens,footways, cartways etc, together with night lighting for the protection of the public, landand property and at the completion of the works obliterate all traces of the same. All ofthese items shall conform to the requirements of the relevant authorities. They shall beerected prior to the commencement of demolition or building operations.

CLEAN UPThe premises and site affected by this contract shall be cleaned up on completion and alldebris removed from the site and building. Clean all new glass and leave premisesthoroughly clean and fit for occupation.

PRECAUTIONS DURING ERECTIONThe builder shall be responsible for and shall take precautions to support or stay thepartly completed structure until it is completed or until it has developed throughfabrication or curing, its full working strength.

VARIATIONSNo variation of any kind will allow or paid for without written order for each item signedby the proprietor. The cost of any variation shall be agreed upon, before work is put inhand.

BUILDERS LICENCEThe builder shall provide proof to the proprietor that he holds a current builder's license.

SPECIFICATION

The whole works shall be in accordance with the Building Code of Australia, local councilbuilding code and all other governing authorities concerned.

SITE CLEARINGAll stumps and roots shall be grubbed out over the building area to a minimum distance of2000mm clear of the building or to the boundaries of the site whichever is the less, andremoved from the site.

EXCAVATORCut and level where necessary under timber framed floors to give a minimum clearance of400mm under bearers and 500mm under joists. Excavate for all footings and slabs inmaterials as found and as indicated on architectural and/or structural drawings.Excavations for all footings shall have level bottoms stepped as necessary and taken toeven bearing. Remove excavated material from the site unless directed otherwise. Carryout all work necessary to render this trade complete.

TERMITE TREATMENTMust form a physical termite protection barrier to protect all new work from termiteattack.A termite barrier shall be provided to comply with AS 3660.1."Protection of Buildings from Subterranean Termites Part 1" New Buildings, and asrequired by the Building Code of Australia, clause B1.3(j). This shall be guaranteed inwriting by the sub contractor and handed to the owner.This guarantee shall provide evidence that the system installed in this situation, has beentyoe tested to AS 3660.1 Appendix D.A durable notice shall be permanently fixed and located in or near the metre box asrequired by Part 3.1.3 of the BCA Volume 2.

DRAINERAll sewerage and drainage shall comply with the requirements of Sydney Water. Acertificate of compliance to be produced to the owner on completion. Stormwater to bedischarged in accordance with the local council's requirements.

CONCRETORConcrete work shall generally be in accordance with the relevant Australian Standards andCodes and in particular with AS 1480. Concrete specified by strength shall be tested inaccordance with AS 1480.Ready mixed concrete shall also comply with AS 1379 for mixing and delivery. The concreteshall be supplied by an approved firm. Concrete mixed on site shall be in accordance withAS 1465 and AS 1315. Ingredients shall be mixed in a mechanical mixer in the followingproportions by volume.Coarse aggregate (approximate 20mm) 4Fine aggregate (sharp sand) 2Cement (Portland) 1Keep reinforcement clean and store clear of ground. All reinforced concrete work shall beto Structural Engineer's details.

BRICKLAYERAll masonry construction in accordance with AS 3700.All brickwork shall be accurately bonded, carried up true and plumb in level courses toheights and thicknesses as indicated. Exposed brickwork shall be as selected or to matchexisting.Thoroughly clean down with diluted spirits of salts, wash down with clean water and leavefree from stains.Build in galvanised steel ties, galvanised steel lintels, flashing, vents and damp proofcourses as required.Galvanised steel lintels shall be as selected from the following table:SPAN LINTEL LENGTHup to 1200mm 76 x 10 bar opening + 230mmup to 1500mm 76 x 76 x 10 angle opening + 230mmup to 2400mm 127 x 76 x 10 angle opening + 450mmup to 3000mm 152 x 89 x 10 angle opening + 450mmSpans greater than 3000mm to Structural Engineer's details.

STRUCTURAL STEELSupply, fabricate and erect steelwork shown on the structural engineer's drawingsincluding hoisting and fixing in positions. All work to be in accordance with relevant SAAcodes and standards.

CARPENTER AND JOINERTimber used shall be sound, well seasoned and free from defect, accurately cut, fitted andfixed. Timber sizes, centre spacings and spans only apply to the grade indicated. Bearers,floor joists, stud work, ceiling joists, rafters, battens and other timber framework to beas indicated and/or in accordance with AS1684 S.A.A. Light Timber Framing Code. Supplyand install new windows and doors as indicated. Supply and fix metal eaves lining to matchunderside of existing awning to underside of external ceiling areas. Supply and fix eitherselected sheet flooring, tongue and groove timber flooring or fibrous cement sheetflooring to floor joists where indicated all in accordance with manufacturer'srecommendations and instructions. Architraves and skirtings to be selected and/or tomatch existing.

ROOFINGSupply and fix roofing specified or as selected in accordance with relevant AustralianStandard and manufacturer's instructions. Terra cotta tiles: Shall be semi glazed andmanufactured in accordance with AS 2049 and fixed according to AS 2050.

PLUMBERAll work shall comply with the requirements of, and to the approval of Sydney Water.Extend existing services and connect to new fittings as indicated. Water supply shall beconnected to all fittings from the supply authority's water main in accordance with itsrequirements. All internal works shall be copper tubing with hot water pipes suitablyinsulated. A certificate of satisfactory completion shall be obtained. Provide selectedguttering and downpipe to roof and drain roof water to stormwater line as required.

ELECTRICIANAll work to be carried out in accordance with the supply authority's requirements and theS.A.A. Wiring Rules. Connect into existing service. Provide power points and light points toclient's requirements.

GLAZIERGlass and glazing shall be in accordance with AS 1288. All glass to be free of defects andof proper weights relative to sheet size. Glazing to be selected or to match existing.Obscure glazing shall be provided as selected and to the proprietor's instructions.

PLASTERERGypsum plasterboard sheets for internal wall and ceiling linings shall be of an approvedtype:13mm thick for studwork, ceiling joists and/or rafters at 600mm centers, 10mm thick forstud work, ceiling joists and/or rafters at 450mm centers.Fix to manufacturer's written instructions and all joints to be set level and smooth. Linewalls as indicated with 6mm Fibre Cement Sheeting sheeting fixed to manufacturer'sinstructions. All internal brickwork or masonry surfaces as indicated shall be cementrendered in accordance with AS CA27 to a minimum thickness of 13mm.Internal cement render shall be 9 parts clean sand, 1 part fresh cement, 2 parts lime. Makegood where new work abuts existing, at new openings and as indicated.Cornice to be selected and/or to match existing.

PAINTERAll paints or other coatings shall be of best quality materials and of approved manufacture.All priming materials shall be of an approved brand acceptable to the manufacture of thefinishing coats to be used. All surfaces shall be finished to match existing.External joinery shall be primed on all faces at place of assembly. Where joinery is to beother than painted it shall be treated at place of assembly with a primer havingpreservative and water repellent properties.All other exposed external woodwork shall be primed at time of fixing and shall receivefinish as selected. All internal surfaces shall be suitably and adequately treated to theclient's requirements.All exposed metalwork shall receive two coats metal primer, one undercoat, and one coatfull gloss.All lined surfaces except where tiled to be given one coat sealer, and two coats of flatplastic paint.All colours to be selected by the proprietor.

INSULATIONSupply and fit selected insulation and sisalation to walls, roofs and ceiling if directed bythe proprietor.

P.C.ITEMSThe P.C. items are to be selected by the owner and installed by the Builder.

COMPLETIONThe works shall be complete in every trade. Sashes, doors, locks and all other equipmentshall be checked and left in a satisfactory operating condition. Surplus materials andrubbish shall be removed from the site. All to be left clean and fit for occupation withglass cleaned, gutters and drains cleared and all approvals given.

DEMOLITIONThe work of demolition shall be executed in a careful safe and orderly manner. Properlyshore up and temporarily support all work, which the builder may decide requires support.Shoring shall conform to standard methods. Cut away, break down, take up and remove orreposition to make way for new work.

PROTECTIONAll openings made in the existing building during the progress of the works shall be madeand kept waterproof by means of tarpaulins or other approved manner until the affectedportions are completed.

CONSTRUCTION NOTES

1. No vegetation or grass cover to be removed except within areas of newconstruction.

2. Install hay bales or sediment control fencing as necessary to ensure that siltfrom any disturbed areas is trapped on-site.

3. Provide barriers around all construction work on the footpath area to providesafe alternative access for pedestrians.

4. All waste materials are to be removed from site or stockpiled within the siteprior to removal.

5. Install ballast area at the driveway entry, 200mm deep, and 50mm ballast toprevent vehicles exiting the site & depositing soil on the roadway.

6. All site sheds & construction material stacks area to within the site, & not onthe footpath or roadway.

7. All concrete pump and delivery vehicles are to stand within the site & / or laneduring construction operations.

8. Required permits to be obtained to use public road during construction.

9. The proposed method of support to any excavation to be designed by chartered(nper) civil engineer or surveyors with preliminary accreditation or accreditedcertifier.

10. Where a hydraulic hammer is to be used a report is to be prepared by ageotechnical engineer.

11. Regular maintenance (cleaning) site includes:-- Erosion controls, daily.- Empty waste slurries (mortar) at least weekly- Roadways & gutters swept free of sediment- Maintain toilets

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Scale:

C.D.A

Prepared By:

Date:


Client:


Drawing Title:

DA05 A




40 GORADA AVENUE

KIRRAWEE. NSW 2232

EXISTING / DEMOLITION FLOOR PLAN



All workmanship &






DRAWINGS. Check all

dimensions prior to

commencing work.

/

BUILDING DESIGNERS



12 Amberdale Avenue


M: 0415 372 772



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A

A

64,780

64,500

64,72063,920

63,955

63,955

64,500

66.68

65.65

65.65

65.65

65.5

65.56

65.77

66.64

65.34

64.82

64.41

64.36

64.45

64.24

64.0

63.96

64.66

64.37

64.48

64.25

63.74

TW 63.8

5

63.36

63.45

62.84

62.82

64.3

62.54

62.54

64.72

63.92

62.52

TW 63.7

462.83

TW 62.8

5

62.68

FL 64.78

FL 64.78

LOWER FL 62.78

FL 64.5

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PA

TH

WA

Y 3

.66 W

IDE

113° 52’ 50"

40.66

180°

0

1’

10"

28.6

9

157° 3

2’ 4

0"

61.7

STONE

RETAIN

ING

WALL

64.97

64.18

64.2

62.46

TW 62.52

62.5

GARAGE

(EXISTING)

BEDROOM

(EXISTING)

BEDROOM

(EXISTING)

BEDROOM

(EXISTING)

BATHROOM

(EXISTING)

LAUNDRY

(EXISTING)

ENTRY

(EXISTING)

LIVING

(EXISTING)

DINING / FAMILY

(EXISTING)

DECK

(EXISTING)

VERANDAH

(EXISTING)

KITCHEN

(EXISTING)

CORRIDOR

(EX

IS

TIN

G)

N


A3 =1:100

23/10/17

23/10/17

ST

UD

Y

ST

UD

Y

ST

UD

Y

ST

UD

Y

UP

UPUP

UP


Scale:

C.D.A

Prepared By:

Date:


Client:


Drawing Title:

DA06 A




40 GORADA AVENUE

KIRRAWEE. NSW 2232

PROPOSED GROUND FLOOR PLAN



All workmanship &






DRAWINGS. Check all

dimensions prior to

commencing work.

/

BUILDING DESIGNERS



12 Amberdale Avenue


M: 0415 372 772



WINDOWS NOTE:

- ALL PROPOSED FIRST FLOOR

BEDROOM WINDOWS ARE TO

COMPLY WITH THE BUILDING

CODE OF AUSTRALIA -

PROTECTION OF OPENABLE

WINDOWS (PART D2.24 &

3.9.2.5)

UP

UP

F

F

UP

W3

W6W4 W5

D7

D3

D8

D2

D6

W1

D1D4D5

W2

D10

D11

UP

B B

A

A

3,0

35

95

5,1

25

110

64

53

,610

25

57

95

10,6

25

3,4

00

2,0

35

1,0

00

25

03

,03

511

03

,35

52

15

6,9

65

(E

XIS

TIN

G)

6,9

55

6,8

65

3,1

00

3,9

55

8,6

25

2,0

00

25

02

,79

5

1,10

02

,25

5

110

3,5

00

110

3,2

00

25

0

99

011

02

,10

01,

08

01,

190

1,13

0

1,7

00

1,0

95

5,865 2,790 230 3,650 (EXISTING) 7,390 (EXISTING)

250 2,855 600110

1,800 250

3,455

5,365 110 3,090

860 1,100 1,990 2,395 (C.O.S.)

260 5,955 120 5,485 (C.O.S.)

4,755 1,200

3,800

260 3,200 600 110 9,300 (C.O.S.)

16,255 (EXISTING)

3,000

64,780

64,780

64,500

64,500

64,720

63,955

64,780

64,500

66.68

65.65

65.65

65.65

65.5

65.56

65.77

66.64

65.34

64.82

64.41

64.36

64.45

64.24

64.0

63.96

64.66

64.37

64.48

64.25

63.74

TW 63.8

5

63.36

63.45

62.84

62.82

62.54

62.54

64.72

63.92

62.52

TW 63.7

462.83

TW 62.8

5

62.68

FL 64.78

FL 64.78

LOWER FL 62.78

FL 64.5

GRASS

FENCE

P.POLE

DRIVEWAY

GRATE

RETAINING

WALL

RETAINING

WALL

BRICK

COLORBOND FENCE

RETAINING

WALL

FENCE

COLORB

OND

BRIC

K

FENCE

PALING

ROCK

OUTCROP

CONCRETEPATH

CONC.BLK.

FENCE

5

PA

TH

WA

Y 3

.66 W

IDE

113° 52’ 50"

40.66

180°

0

1’

10"

28.6

9

157° 3

2’ 4

0"

61.7

STONE

RETAIN

ING

WALL

64.97

64.18

64.2

62.46

TW 62.52

62.5

S1

S2

SWIMMING POOL

SPA

GARAGE

(EXISTING)

BEDROOM

(EXISTING)

BEDROOM

(EXISTING)

BEDROOM

(EXISTING)

BATHROOM

(EXISTING)

LAUNDRY

(EXISTING)

DECK

(EXISTING)

KITCHEN

(EXISTING)

DINING

(4,835x3,035)

STUDY

(3,200x3,035)

KIDS RETREAT

(5,955x3,355)

LOUNGE

(4,385x5,125)

ENTRY

(3,090x2,000)

GUEST BED

(2,855x3,200)

GUEST BATH

(1,8

00

x3

,20

0)

GUEST RETREAT

(5,365x3,500)

POOL HOUSE

(4,900x2,650) WC

CORRIDOR

(EX

IS

TIN

G)

N


A3 =1:100

23/10/17

23/10/17

S D

LEGEND:

DENOTES HARD WIRED SMOKE ALARMS TO BE COMPLIANTWITH THE BCA.

S D

S D

S D

S D

ST

UD

Y

ST

UD

Y

ST

UD

Y

ST

UD

Y

UP

UPUP

UP


Scale:

C.D.A

Prepared By:

Date:


Client:


Drawing Title:

DA08 A




40 GORADA AVENUE

KIRRAWEE. NSW 2232

PROPOSED FIRST FLOOR PLAN



All workmanship &






DRAWINGS. Check all

dimensions prior to

commencing work.

/

BUILDING DESIGNERS



12 Amberdale Avenue


M: 0415 372 772



WINDOWS NOTE:




CODE OF AUSTRALIA -



3.9.2.5)

W10

W7W8W9

W14

W12W11 W13D12

D14D15

D13

D16

PA

TH

WA

Y 3

.66 W

IDE

B B

A

A

10,6

75

3,6

107

,06

5

150

3,3

55

110

2,0

90

110

4,6

102

50

1,4

30

3,7

80

2,2

55

7,4

65

150

3,5

00

110

3,8

55

110

60

01,

50

06

00

25

0

9,8

80

79

5

2,1

00

90

01,

190

250 5,365 110 900110

1,300 600 250

8,885

150 1002,310

2,910

1,445110

1,445

250 3,000 110 600 1,055 600

100 150 5,365 110 2,310 600 150

8,685

1,100 1,810

67,740

P.POLE

5

113° 52’ 50"

40.66

180°

0

1’

10"

28.6

9157° 3

2’ 4

0"

ENSUITE

(3,000x2,090)

W.I.R

(2,255x2,090)

W.I.R

(2,910x2,700)

MASTER BEDROOM

(5,365x4,610)

HOME THEATRE

(5,365x3,355)CIRCULATION

(2,9

10x7

,46

5)

N


A3 =1:100

23/10/17

23/10/17

S D

LEGEND:

DENOTES HARD WIRED SMOKE ALARMS TO BE COMPLIANTWITH THE BCA.

S D

ST

UD

Y

ST

UD

Y

ST

UD

Y

ST

UD

Y

UP

UPUP

UP


Scale:

C.D.A

Prepared By:

Date:


Client:


Drawing Title:

DA09 A




40 GORADA AVENUE

KIRRAWEE. NSW 2232

PROPOSED WINDOW & DOOR SCHEDULE



All workmanship &






DRAWINGS. Check all

dimensions prior to

commencing work.

/

BUILDING DESIGNERS



12 Amberdale Avenue


M: 0415 372 772



WINDOWS NOTE:




CODE OF AUSTRALIA -



3.9.2.5)

DOOR & WINDOW SCHEDULE

GROUND FLOOR LEVEL

No.

D1

D2

D3

D4

D5

D6

D7

D8

D10

D11

SIZE (W x H)

920x2,070

820x2,070

3,000x2,100

720x2,070

1,620x2,070

820x2,070

820x2,070

820x2,070

4,800x2,100

820x2,070

LOCATION

ENTRY

GUEST RETREAT

GUEST RETREAT

GUEST BATH

GUEST BED

CORRIDOR

KIDS RETREAT

STUDY

POOL HOUSE

WC

TYPE

SINGLE SWING ENTRY DOOR (W/

2x 945x2,100 SINGLE HUNG

SIDELIGHTS)

SINGLE SWING HINGED DOOR

3 PANEL GLAZED SLIDING DOOR

INTERNAL CAVITY SLIDING DOOR





6 PANEL GLAZED BIFOLD DOOR

SINGLE SWING HINGED OBSCURE

GLAZED DOOR

ORIENTATION

NORTH

INTERNAL

WEST

INTERNAL

INTERNAL

INTERNAL

INTERNAL

INTERNAL

SOUTH

SOUTH

OVERSHADOWING

NOT OVERSHADOWED

NOT OVERSHADOWED

NOT OVERSHADOWED

NOT OVERSHADOWED

SHADING DEVICE

EAVES/VERANDAH/PERGOLA/BALCONY

>=900mm


>=900mm

NONE

NONE

FRAME & GLAZING TYPE

STANDARD ALUMINIUM SINGLE CLEAR,

(or U-value: 7.63, SHGC: 0.75)







W1

W2

W3

W4

W5

W6

1,800x1,200

1,200x600

2,100x1,500

930x1,200

930x1,200

1,625x1,200

GUEST BED

GUEST BATH

KIDS RETREAT

STUDY

STUDY

DINING

CLEAR GLASS SLIDING WINDOW

OBSCURE GLASS AWNING

WINDOW


CLEAR GLASS AWNING WINDOW



NORTH

NORTH

WEST

SOUTH

SOUTH

SOUTH

NOT OVERSHADOWED

NOT OVERSHADOWED

NOT OVERSHADOWED

NOT OVERSHADOWED

NOT OVERSHADOWED

NOT OVERSHADOWED

PROJECTION/HEIGHT ABOVE SILL

RATIO >=0.36

PROJECTION/HEIGHT ABOVE SILL

RATIO >=0.29

EXTERNAL LOUVRE/BLIND (FIXED)


>=600mm


>=600mm


>=600mm



STANDARD ALUMINIUM SINGLE TONED,










FIRST FLOOR LEVEL

D12

D13

D14

D15

D16

820x2,070

820x2,070

820x2,070

820x2,070

820x2,070

HOME THEATRE

MASTER BEDROOM

W.I.R

ENSUITE

W.I.R






INTERNAL

INTERNAL

INTERNAL

INTERNAL

INTERNAL

W7

W8

W9

W10

W11

W12

W13

W14

900x1,500

900x1,500

900x1,500

900x600

1,800x900

1,800x900

1,800x900

1,800x600

MASTER BEDROOM

MASTER BEDROOM

MASTER BEDROOM

ENSUITE

HOME THEATRE

HOME THEATRE

CIRCULATION

CIRCULATION




OBSCURE GLASS AWNING

WINDOW





NORTH

NORTH

NORTH

WEST

SOUTH

SOUTH

SOUTH

EAST

NOT OVERSHADOWED

NOT OVERSHADOWED

NOT OVERSHADOWED

NOT OVERSHADOWED

NOT OVERSHADOWED

NOT OVERSHADOWED

NOT OVERSHADOWED

NOT OVERSHADOWED


>=600mm


>=600mm


>=600mm


>=600mm


>=600mm


>=600mm


>=600mm


>=600mm

STANDARD ALUMINIUM SINGLE PYROLYTIC LOW-E,

(U-value: 5.7, SHGC: 0.47)


(U-value: 5.7, SHGC: 0.47)


(U-value: 5.7, SHGC: 0.47)












A3 = N.T.S.

23/10/17

23/10/17

ST

UD

Y

ST

UD

Y

ST

UD

Y

ST

UD

Y

UP

UPUP

UP


Scale:

C.D.A

Prepared By:

Date:


Client:


Drawing Title:

DA10 A




40 GORADA AVENUE

KIRRAWEE. NSW 2232

PROPOSED SKYLIGHT SCHEDULE & BASIX COMMITMENTS



All workmanship &






DRAWINGS. Check all

dimensions prior to

commencing work.

/

BUILDING DESIGNERS



12 Amberdale Avenue


M: 0415 372 772



SKYLIGHT SCHEDULE

No.

S1

S2

SIZE (WIDTH)

780

700

SIZE (HEIGHT)

1,180

700

TYPE

FIXED SKYLIGHT

FIXED SKYLIGHT

SHADING DEVICE

NO SHADING

NO SHADING

FRAME & GLAZING TYPE

TIMBER, DOUBLE CLEAR/AIR FILL,


ALUMINIUM, MOULDED PLASTIC SINGLE CLEAR,

(or U-value: 6.21, SHGC: 0.808)


A3 = N.T.S.

23/10/17

23/10/17

BASIX COMMITMENTS

POOL & SPA

RAINWATER TANK- The applicant must install a rainwater tank of at least 3850 litres on the site. This rainwater tank must meet, and be installed in accordance

with, the requirements of all applicable regulatory authorities.

- The applicant must configure the rainwater tank to collect rainwater runoff from at least 45 square metres of roof area.

- The applicant must connect the rainwater tank to a tap located within 10 metres of the edge of the pool and outdoor spa.

OUTDOOR SWIMMING POOL- The swimming pool must be outdoors.

- The swimming pool must not have a capacity greater than 48 kilolitres.

- The swimming pool must have a pool cover.

- The applicant must install a pool pump timer for the swimming pool.

- The applicant must not incorporate any heating system for the swimming pool that is part of this development.

OUTDOOR SPA- The spa must not have a capacity greater than 3 kilolitres.

- The spa must have a spa cover.

- The applicant must install a spa pump timer.

- The applicant must not incorporate any heating system for the outdoor spa that is part of this development.

FIXTURES & SYSTEMS

LIGHTING- The applicant must ensure a minimum of 40% of new or altered light fixtures are fitted with fluorescent, compact fluorescent, or light-

emitting-diode (LED) lamps.

FIXTURES- The applicant must ensure new or altered showerheads have a flow rate no greater than 9 litres per minute or a 3 star water rating.

- The applicant must ensure new or altered toilets have a flow rate no greater than 4 litres per average flush or a minimum 3 star water

rating.

- The applicant must ensure new or altered taps have a flow rate no greater than 9 litres per minute or minimum 3 star water rating.

FIXTURES & SYSTEMS

INSULATION REQUIREMENTS- The applicant must construct the new or altered construction (floor(s), walls, and ceilings/roofs) in accordance with the specifications listed

in the table below, except that:

a) additional insulation is not required where the area of new construction is less than 2m2,

b) insulation specified is not required for parts of altered construction where insulation already exists.

GLAZING REQUIREMENTS

WINDOWS & GLAZED DOORS- The applicant must install the windows, glazed doors and shading devices, in accordance with the specifications listed in the window & door

schedule. Relevant overshadowing specifications must be satisfied for each window and glazed door.

- The following requirements must also be satisfied in relation to each window and glazed door:

- Each window or glazed door with standard aluminium or timber frames and single clear or toned glass may either match the

description, or, have a U-value and a Solar Heat Gain Coefficient (SHGC) no greater than that listed in the table below. Total

system U-values and SHGCs must be calculated in accordance with National Fenestration Rating Council (NFRC) conditions.

- Each window or glazed door with improved frames, or pyrolytic low-e glass, or clear/air gap/clear glazing, or toned/air gap/clear

glazing must have a U-value and a Solar Heat Gain Coefficient (SHGC) no greater than that listed in the table below. Total system

U-values and SHGCs must be calculated in accordance with National Fenestration Rating Council (NFRC) conditions. The

description is provided for information only. Alternative systems with complying U-value and SHGC may be substituted.

- For projections described in millimetres, the leading edge of each eave, pergola, verandah, balcony or awning must be no more than

500 mm above the head of the window or glazed door and no more than 2400 mm above the sill.

- For projections described as a ratio, the ratio of the projection from the wall to the height above the window or glazed door sill

must be at least that shown in the table below.

- Pergolas with polycarbonate roof or similar translucent material must have a shading coefficient of less than 0.35.

- External louvres and blinds must fully shade the window or glazed door beside which they are situated when fully drawn or closed.

- Pergolas with fixed battens must have battens parallel to the window or glazed door above which they are situated, unless the

pergola also shades a perpendicular window. The spacing between battens must not be more than 50 mm.

SKYLIGHTS- The applicant must install the skylights in accordance with the specifications listed in the skylight schedule.

- The following requirements must also be satisfied in relation to each skylight:

- Each skylight may either match the description, or, have a U-value and a Solar Heat Gain Coefficient (SHGC) no greater than that listed in

the table below.

CONSTRUCTION ADDITIONAL INSULATION

REQUIRED (R-VALUE)

OTHER SPECIFICATIONS

Suspended floor with enclosed subfloor: framed

(R0.7).

R0.60 (down) (or R1.30 including construction) Nil

External Wall - brick veneer R1.16 (or R1.70 including construction) Nil

External Wall - framed (weatherboard, fibro,

metal clad)

R1.30 (or R1.70 including construction) Nil

Flat ceiling / pitched roof Ceiling: R3.00 (up), Roof: foil / sarking Dark colour (solar absorptance >0.70)

Floor above wxisting dwelling or building. Nil Nil

ST

UD

Y

ST

UD

Y

ST

UD

Y

ST

UD

Y

UP

UPUP

UP


Scale:

C.D.A

Prepared By:

Date:


Client:


Drawing Title:

DA11 A




40 GORADA AVENUE

KIRRAWEE. NSW 2232

PROPOSED NORTHERN & SOUTHERN ELEVATIONS



All workmanship &






DRAWINGS. Check all

dimensions prior to

commencing work.

/

BUILDING DESIGNERS



12 Amberdale Avenue


M: 0415 372 772



2,7

60

1,4

90

2,4

80

48

02

,45

01,

79

5

2,9

60

4,2

45

NEW SELECTED ROOF TILES

AT A 20° ROOF PITCH.

NEW SELECTED FACE BRICKWORK

TO MATCH EXISTING.

NEW SELECTED ALUMINIUM FRAMED

WINDOWS & GLAZED DOORS.

NEW SELECTED PROJECTIONS

OVER WINDOWS.

NEW SELECTED SKYLIGHT.

NEW SELECTED

PRIVACY SCREENS.

NEW SELECTED RENDERED &

PAINTED WALLS.

NEW SELECTED METAL ROOF

SHEETING AT A 5° ROOF PITCH.

NEW SELECTED ROOF TILES AT A

ROOF PITCH TO MATCH EXISTING.RIDGE LEVEL

68,750 (EXISTING)

GROUND CEILING LEVEL

67,620 (EXISTING)

FIRST FLOOR LEVEL

67,740

GROUND FLOOR LEVEL .1

64,780 (EXISTING)

FIRST CEILING LEVEL

70,190

RIDGE LEVEL

71,985


67,620 (EXISTING)

GARAGE FLOOR LEVEL

64,500 (EXISTING)

3,7

85

4,2

45

82

52

,48

04

80

2,4

50

1,7

95

28

02

,48

01,

49

0





NEW SELECTED

PRIVACY SCREENS.

NEW SELECTED RENDERED

& PAINTED WALLS.




ROOF PITCH TO MATCH EXISTING.

NEW SELECTED CLADDING ON

TIMBER FRAMED CONSTRUCTION.

NEW SELECTED OBSCURE GLASS POOL

FENCE TO COMPLY WITH AS1926.1-2012




TO MATCH EXISTING.

RIDGE LEVEL

68,750 (EXISTING)


63,955 (EXISTING)


67,620 (EXISTING)

FIRST FLOOR LEVEL

67,740


64,780 (EXISTING)

FIRST CEILING LEVEL

70,190

RIDGE LEVEL

71,985


67,620 (EXISTING)


64,780 (EXISTING)

POOL FLOOR LEVEL

64,500

WINDOWS NOTE:

- ALL PROPOSED FIRST FLOOR BEDROOM WINDOWS ARE TO COMPLY WITH THE

BUILDING CODE OF AUSTRALIA - PROTECTION OF OPENABLE WINDOWS

(PART D2.24 & 3.9.2.5)


A3 =1:100

23/10/17

23/10/17

NORTHERN ELEVATIONA3=1:100

SOUTHERN ELEVATIONA3=1:100

ST

UD

Y

ST

UD

Y

ST

UD

Y

ST

UD

Y

UP

UPUP

UP


Scale:

C.D.A

Prepared By:

Date:


Client:


Drawing Title:

DA12 A




40 GORADA AVENUE

KIRRAWEE. NSW 2232

PROPOSED EASTERN & WESTERN ELEVATIONS



All workmanship &






DRAWINGS. Check all

dimensions prior to

commencing work.

/

BUILDING DESIGNERS



12 Amberdale Avenue


M: 0415 372 772



2,7

60

1,4

90

2,4

80

48

02

,45

01,

79

5

28

02

,96

04

,24

5






& PAINTED WALLS.







NEW SELECTED

SKYLIGHT.


OVER WINDOWS.


TO MATCH EXISTING.


64,780 (EXISTING)


67,620 (EXISTING)

RIDGE LEVEL

68,750 (EXISTING)


67,620 (EXISTING)

FIRST FLOOR LEVEL

67,740

POOL FLOOR LEVEL

64,500

FIRST CEILING LEVEL

70,190

RIDGE LEVEL

71,985

GARAGE FLOOR LEVEL

64,500 (EXISTING)

MAX. BUILDING HEIGHT (8.5m)

ALONG EASTERN BOUNDARY

2,7

60

1,4

90

2,4

80

48

02

,45

01,

79

5

82

52

,96

04

,24

5








OVER WINDOWS.


TO MATCH EXISTING.

NEW SELECTED

PRIVACY SCREENS.

NEW SELECTED EXTERNAL

LOUVRE SCREEN OVER

WINDOW. NEW SELECTED TIMBER

STAIRS FROM DECK.


& PAINTED WALLS.

NEW SELECTED OBSCURE GLASS

POOL FENCE TO COMPLY WITH

AS1926.1-2012.GROUND FLOOR LEVEL .1

64,780 (EXISTING)


67,620 (EXISTING)

RIDGE LEVEL

68,750 (EXISTING)


67,620 (EXISTING)

FIRST FLOOR LEVEL

67,740

POOL FLOOR LEVEL

64,500

FIRST CEILING LEVEL

70,190

RIDGE LEVEL

71,985


63,955 (EXISTING)


ALONG EASTERN BOUNDARY

WINDOWS NOTE:

- ALL PROPOSED FIRST FLOOR BEDROOM WINDOWS ARE TO COMPLY WITH THE

BUILDING CODE OF AUSTRALIA - PROTECTION OF OPENABLE WINDOWS

(PART D2.24 & 3.9.2.5)


A3 =1:100

23/10/17

23/10/17

EASTERN ELEVATIONA3=1:100

WESTERN ELEVATIONA3=1:100

ST

UD

Y

ST

UD

Y

ST

UD

Y

ST

UD

Y

UP

UPUP

UP


Scale:

C.D.A

Prepared By:

Date:


Client:


Drawing Title:

DA13 A




40 GORADA AVENUE

KIRRAWEE. NSW 2232

PROPOSED SECTION A-A & SECTION B-B



All workmanship &






DRAWINGS. Check all

dimensions prior to

commencing work.

/

BUILDING DESIGNERS



12 Amberdale Avenue


M: 0415 372 772



2,4

80

48

02

,45

01,

79

5

82

52

,96

04

,24

5

2,4

80

48

02

,45

01,

79

5

82

52

,96

04

,24

5



NEW TIMBER FRAMED FLOORS, WALLS, CEILING & ROOF

TO AS1684 & STRUCTURAL ENGINEER'S SPECIFICATIONS.

NEW SELECTED ALUMINIUM

FRAMED WINDOWS.


OVER WINDOWS.


TO MATCH EXISTING.

NEW SELECTED REINFORCED CONCRETE FOOTINGS

TO STRUCTURAL ENGINEER'S SPECIFICATIONS.




64,780 (EXISTING)


67,620 (EXISTING)

FIRST FLOOR LEVEL

67,740

FIRST CEILING LEVEL

70,190

RIDGE LEVEL

71,985


63,955 (EXISTING)


64,780 (EXISTING)


67,620 (EXISTING)

FIRST FLOOR LEVEL

67,740

FIRST CEILING LEVEL

70,190

RIDGE LEVEL

71,985


63,955 (EXISTING)


ALONG SECTION A-A

MASTER BEDROOM

GUEST RETREATGUEST BEDROOM KIDS RETREAT STUDY

ENSUITE HOME THEATRE

2,9

60

4,2

45

2,4

80

48

02

,45

01,

79

5

2,7

60

1,4

90

NEW TIMBER FRAMED FLOORS, WALLS, CEILING & ROOF

TO AS1684 & STRUCTURAL ENGINEER'S SPECIFICATIONS.

NEW SELECTED ALUMINIUM

FRAMED WINDOWS.


TO MATCH EXISTING.


TO STRUCTURAL ENGINEER'S SPECIFICATIONS.







NEW SELECTED

PRIVACY SCREENS.

RIDGE LEVEL

68,750 (EXISTING)


67,620 (EXISTING)

FIRST FLOOR LEVEL

67,740


64,780 (EXISTING)

FIRST CEILING LEVEL

70,190

RIDGE LEVEL

71,985


67,620 (EXISTING)

GARAGE FLOOR LEVEL

64,500 (EXISTING)


ALONG SECTION B-B

MASTER BEDROOM CIRCULATION

GUEST RETREAT ENTRY BEDROOM BEDROOMGARAGE

WINDOWS NOTE:

- ALL PROPOSED FIRST FLOOR BEDROOM

WINDOWS ARE TO COMPLY WITH THE

BUILDING CODE OF AUSTRALIA -

PROTECTION OF OPENABLE WINDOWS

(PART D2.24 & 3.9.2.5)


A3 =1:100

23/10/17

23/10/17

SECTION A - AA3=1:100

SECTION B - BA3=1:100

ST

UD

Y

ST

UD

Y

ST

UD

Y

ST

UD

Y

UP

UPUP

UP


Scale:

C.D.A

Prepared By:

Date:


Client:


Drawing Title:

DA14 A




40 GORADA AVENUE

KIRRAWEE. NSW 2232

PROPOSED SECTION C-C & SECTION D-D



All workmanship &






DRAWINGS. Check all

dimensions prior to

commencing work.

/

BUILDING DESIGNERS



12 Amberdale Avenue


M: 0415 372 772



28

02

,48

01,

49

0

28

02

,48

01,

49

0


& SWIMMING POOL TO STRUCTURAL ENGINEER'S

SPECIFICATIONS.


& PAINTED WALLS.


POOL FENCE & CHILD PROOF GATE

TO COMPLY WITH AS1926.1-2012.


& PAINTED SCREEN WALL.

RIDGE LEVEL

68,750 (EXISTING)


67,620 (EXISTING)


64,780 (EXISTING)

POOL FLOOR LEVEL

64,500

POOL FLOOR LEVEL

64,500

RIDGE LEVEL

68,750 (EXISTING)


67,620 (EXISTING)


64,780 (EXISTING)

SWIMMING POOL & SPADECK

2,7

60

1,4

90

2,7

60

1,4

90

NEW SELECTED REINFORCED

CONCRETE FOOTINGS &

SWIMMING POOL TO

STRUCTURAL ENGINEER'S

SPECIFICATIONS.


POOL FENCE & CHILD PROOF GATE

TO COMPLY WITH AS1926.1-2012.

NEW SELECTED RENDERED &

PAINTED WALLS.







NEW TIMBER FRAMED WALLS, CEILING & ROOF TO

AS1684 & STRUCTURAL ENGINEER'S SPECIFICATIONS.

RIDGE LEVEL

68,750 (EXISTING)


67,620 (EXISTING)

GARAGE FLOOR LEVEL

64,500 (EXISTING)

POOL FLOOR LEVEL

64,500

RIDGE LEVEL

68,750 (EXISTING)


67,620 (EXISTING)

WCSWIMMING POOL & SPA


A3 =1:100

23/10/17

23/10/17

SECTION C - CA3=1:100

SECTION D - DA3=1:100

PROJECT: PROPOSED ALTERATIONS & ADDITIONS TO EXISTING ...

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