PROPOSED DWELLING FOR MR. B. & MRS. R. LAND · as 3740 - 2004 waterproofing of wet areas in residential buildings as 3786 - 1993 smoke alarms as 4055 - 2006 wind loadings for housing

MR. B. & MRS. R. LAND

LOT 47EDGECLIFF DRIVESANCTUARY COVE

JOB NUMBER - 4639

NOTES:* IMAGES ARE DIAGRAMATIC ONLY

* REFER TO ELEVATIONS FOR DETAILS

PROPOSED DWELLING FOR

Phone (07) 55 203 022

Fax (07) 55 203 033PO Box 2845 Burleigh Heads DC Qld 4220

Address: 2/71 Township Drive, West Burleigh, QLD 4219ABN 73 097 995 616

BSA License No: 1129687Email: [email protected]

© Copyright reserved in part or whole. Writtendimensions take preference.

Contractor to verify dimensions.Notify designers of discrepancies.

Failure to do so shall voidthe designers responsibilities.

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MEMBER OF

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queensland inc.association of

building designers


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Phone (07) 55 203 022







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building designers


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DESCRIPTIONREV. DATE

PRELIMINARY PLANS ISSUEDA 180512

DENOTES LOCATION OF SMOKE DETECTORS (refer electrical layout plans), TOBE HARD WIRED WITH EMERGENCY BACK-UP AND COMPLY WITH AS 3786.

WIND SPEED AS NOMINATED ON BRACING PLAN.

PROVIDE LIFT OFF HINGES TO W.C OR OPEN OUT DOOR OR MIN 1200mm CLEARANCEFROM DOOR TO PAN.

EXHAUST FANS FROM SANITARY COMPARTMENTS TO BE DUCTED TO THE OUTSIDE

ARE AIR OR TO A VENTED ROOF SPACE AND AS PER AS 1668.2

THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGUALTIONS,STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACUAL OBLIGATIONS.

ALL CONSTRUCTION MATERIALS SUPPLIED MUST TAKE INTO ACCOUNT PROXIMITY TOCOASTAL OR INDUSTRIAL ENVIRONMENTS, IN ACCORDANCE WITH MANUFACTURERS

SPECIFICATIONS

THESE PLANS ARE PROTECTED BY COPY RIGHT AND ARE THE PROPERTY OF THEAUTHOR.

MR. B. & MRS. R. LANDLOT 47

EDGECLIFF DRIVESANCTUARY COVE

JOB NUMBER - 4639

GENERAL NOTES

DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.

THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS,

SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERINGMATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS

CONFORM TO THE BUILDING CODE OF AUSTRALIA 2006, CURRENT AUSTRALIANSTANDARDS, BUILDING REGULATIONS AND TOWN PLANNING REQUIREMENTS,

REPORT ANY DISCREPANCIES TO THIS OFFICE.

ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OF

AUSTRALIAN AND THE AUSTRALIAN STANDARDS LISTED IN NOTE 4.

AS 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATIONAS 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDINGAS 1684 - 2010 NATIONAL TIMBER FRAMING CODEAS 2049 - 2002 ROOF TILESAS 2050 - 2002 INSTALLATION OF ROOF TILESAS 2870 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTIONAS/NZS 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGSAS 3600 - 2000 CONCRETE STRUCTURESAS 3660 - 2000 BARRIERS FOR SUBTERRANEAN TERMITESAS 3700 - 2001 MASONRY IN BUILDINGSAS 3740 - 2004 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGSAS 3786 - 1993 SMOKE ALARMSAS 4055 - 2006 WIND LOADINGS FOR HOUSINGAS 4100 - 1998 STEEL STRUCTURES

THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL AND CIVIL

ENGINEERING COMPUTIONS AND DRAWINGS.

SOIL CLASSIFICATION - REFER TO STRUCTURAL ENGINEERS SOIL TEST.

ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCE

WITH AS 3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOXINDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL INSPECTIONS.

SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES -i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOOR

ii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASEiii) FULLY GLAZED DOORS

iv) SHOWER SCREENSv) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVEL

vi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARY

WITH MANUFACTURER, FLASHING ALL ROUND.

ALL GUTTERS TO BE STRAMIT QUEENSLANDER QUAD GUTTERING WITH MIN. 100x75RECTANGULAR OR 100 dia. DOWNPIPES, EACH DOWNPIPE SHALL SERVICE A MAXIMUM

ROOF AREA OF 36 sq.m OR SHALL BE POSITIONED AS PER AS 3500.3, 2003, SECTION 3.

STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE AS DETERMINED BY

THE RELEVANT AUTHORITY.

TILED DECKS OVER LIVABLE AREAS ARE TO BE, IN THE FOLLOWING ORDER OVERTHEFLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OF

PARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND SEED WITH A DFT OF1300 MICRON, INSTALLED TO MANUF. SPECIFICATIONS, AND FLOOR TILES OVER, ALL

CORNERS TO HAVE 20mm MASTIC SEALANT UNDER THE PARCHEM EMERPROOF 750.

FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS. IT IS

RECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED IN CLOSE PROXIMITYOF BUNDARIES, A CHECK SURVEY BE CONDUCTED BY A LICENSED SURVEYOR.

ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED.

ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740. SPLASH BACKS SHALL BE

IMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN 75mm OF

THE WALL.

PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL ANDWITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.

SUB-FLOOR VENTILATION MINIMUM 7500mm sq FOR EXTERNAL WALLS AND 1500mm sq

FOR INTERNAL WALLS BELOW BEARER.

THERMAL INSULATION; R2.5 BATTS TO CEILING AND R1.5 BATTS AND REFLECTIVE FOIL

TO EXTERNAL WALLS OR AS PER ENERGY RATING.

STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm,SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE.

BALUSTRADES : MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND IN

ACCORDANCE WITH BCA 3.9.2FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADE

CONSTRUCTION - REQUIRED WIRE TENSION AMD MAXIMUM PERMISSIBLEDEFLECTION) OF THE BCA..

THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF

EXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION.

LEGEND

CJ CONSTRUCTION JOINTDP DOWNPIPEFP FIRE PLACEFW FLOOR WASTEHWS HOT WATER SYSTEMAC AIR CONDITIONINGPS PLUMBING STACK / DUCTSP STEEL POSTT.B.C TO BE CONFIRMEDRL RELATIVE LEVELAHD AUSTRALIAN HEIGHT DATUMCSD CAVITY SLIDING DOOROHC OVER HEAD CUPBOARDFG FIXED GLASSFSR FLOOR SPACE RATIOLB LOAD BEARINGNGL NATURAL GROUND LINEUBO UNDER BENCH OVENWO WALL OVENDW DISHWASHERMW MICROWAVEWM WASHING MACHINEWIR WALK-IN-ROBESD SLIDING GLASS DOORASW ALUMINIUM SLIDING WINDOWADH ALUM. DOUBLE HUNG WINDOWAAW ALUM. AWNING WINDOWALW ALUM. LOUVRE WINDOWBCA BUILDING CODE OF AUSTRALIAAS AUSTRALIAN STANDARDS

RAIN WATER STORAGE TANKS IN ACCORDANCEWITH QUEENSLAND DEVELOPMENT CODE - PART4.2 & 4.3

MANDATORY RAINWATER TANK 3000L PER DUPLEX UNIT, 5000L PER

SINGLE DETACHED DWELLING, FOR WC'S, WASHING MACHINE COLDWATER TAPS & EXTERNAL TAPS. LOCATION TBC ON SITE TO PROVIDE

THE LESSER OF 100m2 OR HALF-ROOF CATCHMENT AREA, WITH 15LITRE FIRST FLUSH DIVERSION AS PER BUILDER. AUTO SWITCHING

DEVICE OR TRICKLE TOP-UP SYSTEM REQUIRED ATTACHED TO TOWNWATER, WITH BACKFLOW PREVENTION DEVICE. ALL TANKS TO BE MIN

450mm FROM SIDE OR REAR BOUNDARY. TANKS OVER 2.4M HIGH TO BEMIN 1.5M FROM SIDE OR REAR BOUNDARY. RELAXATION REQUIRED FOR

TANKS IN 6M FRONT SETBACK. OVERFLOW TO BE CONNECTED TO

LEGAL POINT OF DISCHARGE.

SITE NOTES

ALL STORMWATER AND DRAINAGE TO BE IN COMPLIANCE WITH BCA

PARTS 3.1.2 & 3.5.2 AS WELL AS AS/NZS 3500.

ENSURE 90mm DIAMETER AGRICULTURAL DRAINS ARE PROVIDED TOTHE BASE OF ALL CUTS AND RETAINING WALLS AND ARE CONNECTED

TO THE STORMWATER SYSTEM VIA SILT PIT/S TO THE RBSREQUIREMENTS.

THE EXTERNAL FINISHED SURFACE SURROUNDING THE BUILDINGMUST BE DRAINED TO MOVE SURFACE WATER AWAY FROM THE

BUILDING AND GRADE TO PROVIDE A SLOPE NOT LESS THAN 50mmOVER THE FIRST 1000mm FROM THE BUILDING.

A MINIMUM HEIGHT OF 150mm SHALL BE MAINTAINED BETWEEN THE

TOP OF THE OVERFLOW GULLY RISER & THE LOWEST FIXTURE

CONNECTED TO THE DRAIN. THE OVERFLOW GULLY RISER SHALL BELOCATED AT 75mm ABOVE SURROUNDING GROUND LEVEL OR SHALL

BE FINISHED AT A HEIGHT TO PREVENT THE INGRESS OF WATERWHEN LOCATED IN A PATH OR PAVED AREA.

CONNECT DOWNPIPES TO LEGAL POINT OF DISCHARGE VIA 100mm

DIAMETER UPVC STORMWATER PIPE LAID WITH A MINIMUM FALL OF1:100, DISCHARGE TO THE SATISFACTION OF THE RELEVANT

AUTHORITY.

ALL STORMWATER DRAINAGE BELOW GROUND SHALL BE SEWER

GRADE WITH NO JOINTS UNDER SLAB INSTALLED TO AS3500.3, 2003.MINIMUM PIPE SIZE 100mm

MINIMUM GRADE 1:100

ALL POOL FENCING SHALL BE MIN. 1200mm HIGH AND INACCORDANCE

WITH AS 1926.1


INT. & EXT. AMENDMENTS + ELEVATIONS ADDEDB 040612

FG DOORS ADDED TO ALFRESCOC 060612

ADD STEAM ROOM TO BASEMENTD 200612

COLOUR SELECTIONS ADDED TO ELEVATIONSE 290612

MINOR AMENDMENTS + ADDITIONAL INFO ADDED FOR A.R.C APPROVALF 300712

MINOR AMENDMENTS FOR A.R.C APPROVALG 020812

WORKING DRAWINGS ISSUEDH 120912

GF SLAB THICKNESS AMENDED TO 420mm, AS PER ENG.DETAILSI 021012

MINOR AMENDS- GARTE DRAIN TO POOL, SHOWER TO STEAM ROOMJ 151112

MINOR AMENDS- LANDSCAPE ASTRO TURF NEXT TO POOLK 200314ST

MINOR AMENDS- CONC. DECK ASTRO TURF 1M C'LEVEREDL 260314ST

Phone (07) 55 203 022







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JOB NUMBER

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DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


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REPORT STATUS DATE

WORKPLACE HEALTH & SAFETY REPORTCOMPLETED - DISCUSSED WITH & PROVIDED TOCLIENT ALONG WITH WORKING DRAWINGS 12-09-12

MR. B. & MRS. R. LANDLOT 47

EDGECLIFF DRIVESANCTUARY COVE

JOB NUMBER - 4639

b) SLIPPERY OR UNEVEN SURFACES

FLOOR FINISHES

Specified finishes 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.

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.

2. FALLING OBJECTSLOOSE 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.

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 injure 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 MANAGEMENTParking 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.

Construction of this building will require loading and unloading of materials

on the roadway. Deliveries should be well planned to avoid congestion of

loading areas and trained traffic management personnel should be used to

supervise loading/unloading areas.

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. SERVICESRupture 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.

(in locations with underground power)

Underground power lines are located in or around this site. All underground

power lines must be disconnected or carefully located and adequate

warning signs used prior to any construction, maintenance or demolition

commencing.

(in locations with overhead power lines )

Overhead power lines are 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. 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 TASKSComponents 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 SUBSTANCESASBESTOS

(for alterations to a building constructed prior to 1990)

This building was constructed prior to 1990 and therefore may contain

asbestos either in cladding material or in fire retardant insulation material.

The builder should check and, if necessary, take appropriate action before

demolishing, cutting, sanding, drilling or otherwise disturbing the existing

structure.

(for alterations to a building constructed prior to 1986)

This building was constructed prior to 1986 and therefore is likely to contain

asbestos either in cladding material or in fire retardant insulation material.

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 includes 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.

TIMBER FLOORS

This building contains timber floors which have an applied finish. 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 SPACESEXCAVATION

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

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

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 ACCESSPublic 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 BUILDINGThis building has been designed to requirements of the specific building

classification identified within the drawings. Where a change of use occurs

at a later date a further assessment of the workplace health and safety

issues should be undertaken, in accordance with the provisions of the Work

Health and Safety Act 2011 or subsequent replacement Act.

(Where the specific use of the building is not known at the time of the

completion of this report and a further assessment of the workplace health

and safety issues should be undertaken at the time of fit-out for the end-

user.)

10. OTHER HIGH RISK ACTIVITYAll 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.

WORKPLACE HEALTH &

SAFETY REPORT

Compiled in accordace with Work Health and

Safety Act 2011.

IDENTIFIED HAZARD AREAS

1. FALLS, SLIPS, TRIPS

a) 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

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.

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 should be used in

accordance with relevant codes of practice, regulations or legislation.

Anchorage points for portable 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 work

should be informed about the anchorage points.


Phone (07) 55 203 022







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A 18/05/2012

B040612C060612D200612E290612F300712G020812

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PROPOSED 3 STOREY + BASEMENT DWELLINGALL LEVELS T.B.C ON SITESITE COVERAGE - 41.60 %FLOOR SPACE RATIO - 1.10 F.S.R

VXO TO LOCALAUTHORITY GUIDELINES

PROPOSED CANALWALKWAY FINISHED

TO LOCAL AUTHORITYGUIDELINES

PROPOSED BASEMENT WITHGROUND FLOOR SLABMAX. 1000mm ABOVE NGL

MINOR FILL TO RL

SLAB RL- 1.300m

SLAB RL- 1.770m

900mm high

block ret. wall

600mm highblock ret. wall

BUILDING REFERENCE LINE - RL 3.230m

1200mm high alum. openpool fencing to side boundarydown embankment

1200mm highalum. openpool fencing to sideboundary

down embankment

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NOTES:* Discharge waste to connection point* Provide sediment control to site where req'd

* Meter box position T.B.C on site* All retaining walls by owner

* Discharge stormwater to TANK, where possible, all otherstormwater & overflow to kerb & channel

SITE PLAN - BASEMENT

SCALE 1:200 SHEET 5 OF 23

**NOTE** ALL STORMWATER & DRAINAGE TO BE IN COMPLIANCE WITH BCA PARTS 3.1.2. &3.5.2. AS WELL AS ASNZS3500

* GUTTERS TO BE 125MM D-SECTION COLORBOND GUTTERS* 2 DOWNPIPES MAX. TO EACH 100mm STORMWATER PIPE, SUBSURFACE PIPES TO BE 100mmDIAMETER, ANY UNDERSLAB PIPING TO HAVE AN INSPECTION OPENING AT UPPER END, THENTO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDER SLAB.

** 1:5 MAX DRIVEWAY SLOPE TO LOCAL GOVERNMENTREQUIREMENTS AND STANDARDS **

................................

................................

................................

................................

2550mmCUT

FL 0.950mF.L

FILL

GL 0.650mG.L

appr

ox.

RAIN WATER STORAGE TANKS INACCORDANCE WITH THE QUEENSLANDDEVELOPMENT CODE - PART 4.2 & 4.3

MANDATORY RAINWATER TANK 3000L PERDUPLEX UNIT, 5000L PER SINGLEDETACHED DWELLING, FOR WC'S,

WASHING MACHINE COLD WATER TAPS &EXTERNAL TAPS. LOCATION TBC ON SITETO PROVIDE THE LESSER OF 100m² OR

HALF-ROOF CATCHMENT AREA, WITH 15LITRE FIRST FLUSH DIVERSION AS PERBUILDER. AUTO SWITCHING DEVICE OR

TRICKLE TOP-UP SYSTEM REQUIREDATTACHED TO TOWN WATER, WITH

BACKFLOW PREVENTION DEVICE. ALLTANKS TO BE MIN 450mm FROM SIDE OR

REAR BOUNDARY. TANKS OVER 2.4M HIGHTO BE MIN 1.5M FROM SIDE OR REAR

BOUNDARY. RELAXATION REQUIRED FORTANKS IN 6M FRONT SETBACK.

OVERFLOW TO BE CONNECTED TO LEGALPOINT OF DISCHARGE.

Phone (07) 55 203 022







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CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

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H120912I021012J151112K200314L260314

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7


VXO TO LOCAL

AUTHORITY GUIDELINES

PROPOSED GATEHOUSE,SLAB RL 3.200m

BIN COLLECTIONENCLOSURE

SERVICE COURTSCREENING WALLS

PROPOSEDPOOL

FEATURE LOW WALL

W. LETTERBOX BUILT-IN& LASER CUT STAINLESS

STEEL STREET NUMBERS,TO FUTURE DETAIL

BIN COLLECTION

ENCLOSURE

TILED CONCRETE @NATURAL GROUND LEVEL,SLAB RL - 3.300m APPROX.

EXPOSED AGGREGATE PATH @NATURAL GROUND LEVELSLAB RL - 3.200m APPROX.

BUILDING REFERENCE LINE - RL 3.230m

MAINTAIN NATURALGROUND LEVELS



1200mm high alum. openpool fencing to side boundary

down embankment

1200mm high alum. openpool fencing to side boundarydown embankment

5,000L UNDERGROUND CONC.R/WATER TANK - T.B.C.

POOL SIDE CONC.DECK

WITH ASTRO TURF1m C'LEVERED

GARDEN BEDAS PER

PREVIOUSLANDSCAPEPLAN

15.6

53

112°1

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5.8

20

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45.029 198°39'55"

12

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Site

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gate

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tap

tap

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to w

all

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all

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to conc. deck

to c

on

c. d

ec

k




SITE PLAN - GROUND FLOOR





................................

................................

................................

................................

CUT

FL 3.770mF.L

FILL

NATURALG.L

appr

ox.










PROVIDE 1200mm HIGH FG POOL FENCE,

ALONG TOP OF EXISTING REVETMENTWALL, AS PER SANC. COVE GUIDELINES

Phone (07) 55 203 022







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DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

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7 23

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]




SITE PLAN - FIRST FLOOR





................................

................................

................................

................................

CUT

FL 7.290mF.L

FILL

G.L

appr

ox.










Phone (07) 55 203 022







THIS

DE

SIG

N IS

TH

E E

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LUS

IVE

PR

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MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

8 23

H120912I021012J151112K200314L260314

1200

ham

per

920

920

12-1

2afg

12-1

0afg

24-5

4sta

cker

18-2

7alw

06-30aaw

06-30aaw12-09alw

06-15aaw

12-18afg 12-27afg 12-27afg

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

D.P D.P

D.P

18-2

7alw

D.P

D.P

D.P06-30aaw

06-2

4aaw

06-2

4afg

1,43

4 to

fas

cia

1,76

6 to

fas

cia

1,36

0 to

fas

cia

7,306 to wall

4,51

8 to

wal

l

3,84

8 to

fas

cia

4,13

0 to

wal

l

8,869 to fascia

9,850 to pier/deck


roof

fall

roof

fall

roof

fall

roof

fall

roof

fal

l

roo

f fal

l

15.6

53

112°1

8'0

0"

5.8

20

109

°04'5

5"

45.029 198°39'55"

12

.16

4290

°01'3

0"

12.1

64

29

2°4

4'4

0"

45.000

22°18'00"

Site

Benchm

ark

Nail in

Concrete

RL 3

.08 A

HD

WM

WA

TE

R M

ET

ER

ST

OR

MW

AT

ER

PR

OP

ER

TY

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SL3.06

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MW

AT

ER

PR

OP

ER

TY

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SL3.10

ST

OR

MW

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PR

OP

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TY

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SL3.24

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SITE PLAN - SECOND FLOOR





................................

................................

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CUT

FL 10.510mF.L

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building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

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A18

A18

C19

C19

D19

D19

E20

E20

F20

F20

G21

G21

H21

H21

J18

J18

K18

K18

Line of ground floor over

FG window inspill edge face

Wine racking & climatecontrol system tomanufacturers specs.

Pond above

21-10 customcavity sliding

door

Allowance for Remco pool cover,installed to manufacturers specs.Allowance for Remco pool cover,installed to manufacturers specs.

Feature stoneworkto LIFT SHAFT

Wall hung vanitywith concealedmirror cabinet above

Concealed cistern

Steam room, installedto manufacturers /builders specs.

900 x 300 Rendered Conc.pier, as per engineers spec.900 x 300 Rendered Conc.pier, as per engineers spec.

900 x 300 Rendered Conc.pier, as per engineers spec.

strip drainFW

1200

mm

hig

hba

r to

p

benc

h

WINE CELLARL

INE

N

LIFT

BAR

VESTIBULE

STORAGE

BASEMENTCARPARKING

DRIVEWAY

VXO to G.C.C.C &A.R.C specifications


pool

she

ll

pool

she

ll

SPA

LAPPOOL

pool

she

ll

gatehouseabove

190mm blockwork retaining walls

POOLPUMPROOM

STORE

800m

m h

igh

ret.

wal

l

STEAMROOM

SLAB RL - 0.950m A.H.D

BF

-W01

BF

-W02

BF

-W03

1 2 3 4 5

6

7

8

910

NOTE: SEE SHEETS 22 & 23 FORWINDOW/DOOR SCHEDULE DETAILS

Basement drainage & sump detailsto hydraulic engineers specs.,

grade slab to drains accordingly

ASTROTURF

NOTES:* Lift off hinges to WC door, as per BCA 3.8.3* Provide GPO & cold water provisions to DW space* ALL External and Internal doors & windows to bemeasured on site and confirmed by builder* Sarking to external walls* Insulation to ceiling (living only) R2.5 batts* All windows & SGD to be tinted* Mechanically vent rooms without natural ventilation* All shower roses to be AAA rated* Maximum water supply pressure not to exceed 500kpaat any outlet* Hot water system shall be heat pump, solar or gas*Water supply outlets to have WELs rating* Toilet cisterns to have dual flush. 6/3 Litre* ALL handrails to be 1000mm above finished floor level* Provide Vacuumaid System, t.b.c on site, installed tomanufactuers specs.

BASEMENT FLOOR PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

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DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

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27-18 customcavity sliding door

Recessed alucobondwall cladding

Recessed alucobondwall cladding - to beflush w/ door frame

2/150steps

2/150 steps

feature timber screen

1200mm high rendered brickworkwall, recessed from main wall face

line of firstfloor over

Recessed T&Gceiling lining tooutdoor living areas

400mm high plinth

Double sidedu/b cupd's

160mm step

lap plinth

2000mm high wall

Remco below ground pool cover housing toLAP POOL / KIDS POOL & separate coverover SPA, installed to manufacturers specs.



Concealed cistern


plumbing duct

plumbing duct

duct27-12 custom

cavity sliding door

Selected clothesline to be mounted min. 100mmbelow top of fence

1100mm high feature wallwith in-built letterbox & lasercut s'less steel street no's

2/ 185 steps2/ 185 steps

160mm step

160mm step

Remco below ground pool cover housing toLAP POOL / KIDS POOL & separate coverover SPA, installed to manufacturers specs.

1190 x 390 Core-filledRendered block pier




200SHS Steel postto eng. detailsExtent of basement below

Extent of basement below

Extent of basement below

2/150steps

2/150 steps


2400mm high openings w/full height timber screennotched around b/head

Water-proofed garden bed overwine store to Builders details

190thick blockwork battenedout 100mm to line-up w/ step

A/C duct

FW

openunder

appl.R

EF

.

Pan

try

COLDROOM

AV /COMMS

LIN

EN

ROBE

LIFT

BUTLERSPANTRY

DRIVEWAY

DINING

FAMILY

LOUNGE PATIO

OUTDOORLIVING

ALFRESCO

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VOID

overVOID over

BRIDGEover

FOYERENTRYGATEHOUSE

pondpond spill

edge

garden

garden

garden

garden

seat

MEDIA

300mm raisedconc. platform

fireplace

wall mount TV above

SPA

LAPPOOL

2.7m x 10.0m,to pool builders

specs.

1200mm highbar top

gate

1200

mm

hig

h po

ol fe

nce

gate

1200

mm

hig

h po

ol fe

nce

1200

mm

hig

h po

ol fe

nceflat 1:8 fall

gate

bench

BR

OO

M

ST WO

gate

gate

27-4

5 cu

stom

sta

cker

(X

OX

)

plumbingduct

gate

gate

step step

step

KIDS POOL300-450mm deep

shallow pool

SUN DECK

SERVICECOURTYARD

fence mountedclothesline

garden

gate

MW CM

KITCHEN

31-45 (m.o.s) frameless FG5 panel stacking door system, to

manufacturers specs.

31-4

5 (m

.o.s

) fr

amel

ess

FG

5 pa

nel s

tack

ing

door

sys

tem

, to

man

ufac

ture

rs s

pecs

.

gate

gate

REFUSE BINSTORE

SLAB RL - 3.770m A.H.DRL - 3.670m

RL - 3.510m

RL - 3.200m

RL - 3.300m

RL - 3.200m

RL - 3.200m tap

tap

tap

tap

GF

-W01

GF

-W02

GF-W03

GF

-W04

GF

-W05

GF-W06 GF-W07

GF

-W08

GF

-W09

GF

-W10

GF-W11

GF-W12GF-W13

GF

-W14

GF

-W15

GF

-W16

GF

-W17

GF

-W18

GF

-W19

ove

r

2x

GF

-W20

VO

ID over

void


NOTE: ALL DOWNPIPES / GUTTERS & BOXGUTTERS TO BE AS PER HYDRAULICS

ENGINEER DESIGN & DETAILS

POOL SIDE CONC.DECK3.0m x 15.54m (1m C' Levered) with Astro Turf

to landscape builders specs.


FLOOR AREAS

BASEMENT:

GROUND FLOOR LIVING AREA:OUTDOOR LIVING AREAS:ENTRY:GATEHOUSE:

FIRST FLOOR LIVING AREA:BED 2 DECK:BED 3 DECK:BED 4 DECK:

SECOND FLOOR LIVING AREA:MASTER DECK:

TOTAL:

456.07 sq.m

319.96 sq.m93.94 sq.m6.00 sq.m9.00 sq.m

329.96 sq.m23.60 sq.m11.00 sq.m11.00 sq.m

164.03 sq.m23.60 sq.m

1448.16 sq.m155.88 sqs

GROUND FLOOR PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

Phone (07) 55 203 022







THIS

DE

SIG

N IS

TH

E E

XC

LUS

IVE

PR

OP

ER

TY

OF

ST

UA

RT

OS

MA

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UIL

DIN

G D

ES

IGN

SN

.B A

LL W

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ION

S T

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CE

DE

NC

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UT

ION

OF

AN

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, AN

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RIA

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PA

RT

OF

TH

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IGN

WIL

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AN

YR

ES

PO

NS

IBIL

ITIE

S O

F S

TU

AR

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AN

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ILD

ING

DE

SIG

NS

FO

R T

HE

ST

RU

CT

UR

AL

INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

11 23

H120912I021012J151112K200314L260314

60-0

8afg

30-1

6afg

57-1

2afg

60-10afg

1000

ham

per

920

1000

ham

per

820

1000

ham

per

1000

ham

per

1000

ham

per

920

920

820

920

1000hamper920

1000

ham

per

920

1000

ham

per

1000hamper

20-2

7afg

24-0

9alw

24-3

3sta

cker

24-0

9alw

24-0

9alw

24-0

9alw

24-3

6sta

cker

24-2

1SD21

-27a

lw

06-30aaw06-15aaw

06-30aaw06-15aaw

20-27afg

06-30aaw

12-0

9alw

12-09alw12-09alw06-15aaw

24-0

9alw

24-0

9alw

24-1

8afg

06-30aaw

12-18alw

9 10 11 12 13 14 15 16 17 18

D.P

D.P

D.P D.P

D.P D.P

D.P D.P D.P

1 2 3 4 5 6

D.P

D.P

B18

B18

A18

A18

C19

C19

D19

D19

E20

E20

F20

F20

G21

G21

H21

H21

J18

J18

K18

K18

1,150 2,140150

5,800 65090

1,50090

1,80090

1,800 90500

1,00090410 90 5,030

150810 1,190 790 2,015 200 95

2501,460 1,980 5,100 3,370

906,820

1501,190 2,310

1,710250

1,200160

190 1,800190

1,100 90410

90 4,780 90170

90 6,860 150 1,600 1,190 2,310

1505,400

904,590

902,000

905,510

1501,610 390

1505,400

902,000

901,640 600

901,500

902,385 2,000

901,795

1503,500

390 1,610250

4,460 1,980 5,100 1,730 90510 90

2,00090

5,770150

3,205 200 95

5,50

039

06,

100

390

5,11

039

0

150

4,30

090

2,41

024

05,

040

905,

410

150

150

2,02

090

1,00

090

1,10

090

1,00

090

1,32

090

1,00

090

1,62

090

2,39

090

1,60

090

1,00

090 20

0

902,

340

150

250

2,60

019

04,

330

250

4,62

015

0

1,00

0150

4,20

090

600

1,19

01,

660

1,15

01,

150

190

1,84

019

04,

620

150

150

2,76

090

2,95

090

5,19

060

090

1,50

090

1,00

090

1,03

025

02,

300

2,000 4,150 5,420 4,750 7,900 2,000 1,500

3,290 6,100 5,810 7,420 1,600 3,500

1,00

01,

300

1,00

01,

000

27,720

150 5,800 150 5,810 150 2,000 90 5,030 150 2,000 3,100

390 1,610 4,210 90410

90 3,710 90 1,100 90 2,000 90 2,240 90 2,000 90 5,770 150 3,500

12,3

805,

500

1,30

0

19,1

80

5,50

06,

880

5,50

0

1,19

04,

310

9520

095

6,19

520

095

150

4,30

090

2,41

090

5,19

015

05,

500

150

3,11

090

1,10

090

5,21

090

2,39

090

1,60

090

1,00

090

2,63

015

0

1,00

01,

000

4,79

02,

650

390

4,33

05,

020

1,00

015

04,

200

9060

05,

150

1,13

090

2,10

090

1,03

025

02,

300

1,00

015

02,

110

909,

480

901,

000

902,

620

250

1,00

0

Recessed alucobondwall cladding

Recessed alucobondceiling lining to ENTRY roof

Recessed T&Gceiling lining to all decks

Stramit colorbond capping to topof all parapet walls, 1:100 fall backinto roof area, refer Parapet Details

Stramit colorbond fascias,gutters & downpipes 3 degree Stramit colorbond

trimdeck roof sheeting

3 degree Stramit colorbondtrimdeck roof sheeting

Stramit colorbond fascias,gutters & downpipes



strip drain

Concealed cistern


Concealed cistern

strip drain



strip drainFG panel FG panel

Concealed cistern

FG panel

FG panel

duct

A/C duct

A/C duct

A/C duct




1000mm high FG handrail

200SHS Steel poststo eng. details

200SHS Steel post on390 wide x 1100 highrendered plinth to eng. details

Stramit colorbond capping to topof all parapet walls, 1:100 fall back

into roof area, refer Parapet Details

plumbing duct

STORAGE

STORAGE

LIN

EN

VOID

VOID

LIFT

GUESTSUITE

BED 2

BED 3

BED 4

BED 5

W.I.R

W.I.R

W.I.R

W.I.R

W.I.R

FW FW

1000

mm

hig

h F

G h

andr

ail

1000

mm

hig

h F

G h

andr

ail

VOIDover

gatehouseroof

roof

fall

roof fall

roof

fall

1000

mm

hig

h F

G h

andr

ail

1000

mm

hig

h F

G h

andr

ail

DECK

DECK

DECK


RL - 7.290mRL - 7.190m

BOX GUTTER

BO

X G

UT

TE

RG

F-W

02

GF

-W20

FF

-W01

GF-W03 FF-W02

FF

-W03

FF-W04

FF-W06

FF-W05

FF-W07

FF

-W08

FF

-W09

FF

-W10

FF

-W11

FF

-W12

FF

-W13

FF

-W14

FF-W15FF-W16

FF-W17FF-W18FF-W19

FF

-W20

FF-W21

FF

-W22

FF

-W23

FF

-W24

FF

-W25

CS

D

CS

D




Free standingbath

Free standing

bath


FLOOR AREAS

BASEMENT:




TOTAL:

456.07 sq.m

319.96 sq.m93.94 sq.m6.00 sq.m9.00 sq.m

329.96 sq.m23.60 sq.m11.00 sq.m11.00 sq.m

164.03 sq.m23.60 sq.m

1448.16 sq.m155.88 sqs

FIRST FLOOR PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

Phone (07) 55 203 022







THIS

DE

SIG

N IS

TH

E E

XC

LUS

IVE

PR

OP

ER

TY

OF

ST

UA

RT

OS

MA

N B

UIL

DIN

G D

ES

IGN

SN

.B A

LL W

RIT

TE

N D

IME

NS

ION

S T

AK

E P

RE

CE

DE

NC

E O

VE

R S

CA

LED

SIZ

ES

BE

WA

RN

ED

: SU

BS

TIT

UT

ION

OF

AN

Y S

TR

UC

TU

RA

L M

EM

BE

RS

, AN

D O

R A

NY

VA

RIA

TIO

N T

O A

NY

PA

RT

OF

TH

E D

ES

IGN

WIL

L V

OID

AN

YR

ES

PO

NS

IBIL

ITIE

S O

F S

TU

AR

T O

SM

AN

BU

ILD

ING

DE

SIG

NS

FO

R T

HE

ST

RU

CT

UR

AL

INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

12 23

H120912I021012J151112K200314L260314

1200

ham

per

920

920

12-1

2afg

12-1

0afg

24-5

4sta

cker

18-2

7alw

06-30aaw

06-30aaw12-09alw

06-15aaw

12-18afg 12-27afg 12-27afg

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

beer

DW

PR

OV

win

e

D.P D.P

D.P

18-2

7alw

D.P

D.P

D.P06-30aaw

06-2

4aaw

B18

B18

A18

A18

C19

C19

D19

D19

E20

E20

F20

F20

G21

G21

H21

H21

J18

J18

K18

K18

06-2

4afg

250

150

1,20

01,

150

190

1,84

019

0

150

2,39

090

410 90

1,40

015

01,

980

3,94

040

02,

390

903,

880

150

390

6,10

039

0

150

3,22

015

06,

580

150

3,37

0

150

4,67

03,

980

1,30

027

02,

050

501,

00015

0

1,230150

600 6,000150

1,600 3,205 200 95

1501,560

2701,500

3505,650

2503,500

2,180 2,480150

4,30090

2,000200

2,410 2,050150

2,790 2,015 200 95

1901,800 190

41090 4,940

901,400

906,660

1505,100

250150 6,740 1,590

908,500

2501,190 2,310

4,660 4,600 6,750 2,790 2,310

7,840 1,230 6,900 1,600 3,500

21,110

290 7,590 150 1,06090 590 90

1,500 350 5,650 250

14,2

20

3,37

04,

190

2,50

02,

220

1,94

0

3,37

015

04,

100

902,

390

9090

903,

700

150

3,37

06,

490

390

3,37

060

0

9520

095

6,19

520

095

150

9,95

090

9090

3,10

015

060

0

150

3,28

090

3,60

090

410

902,

390

270

1,90

020

0 1,00

0150

600

drawers under

Recessed FG windows

2400mm high stonework wall







24-30 customcavity sliding doors(1x2100mm panel,1x1100mm panel)


Concealed cistern

Wall hung vanitywith concealed

mirror cabinet above

strip drain

A/C duct

A/C duct




200SHS Steel poststo eng. details

1 degree Stramit colorbondklip-lok roof sheeting

2200mm high stonework wallbetween wc & shwr

2400mm high stonework wall

FW

luggagebench

1000

hig

h bu

ilt-in

bed

head

LIFT W.I.R

MASTERSUITE

RETREAT

DECK3 degree raked

ceiling

1000

mm

hig

h F

G h

andr

ail

roof

fall

roof

fall

roof

fall

roof

fall

roof

fall

roof

fall

entry / foyer roof

W.I.

R


RL - 10.510mRL - 10.410m

SF

-W01

SF

-W02

SF-W03 SF-W04 SF-W05

SF

-W06

SF

-W07

SF-W08

SF

-W09

SF

-W10

SF

-W11

SF-W12SF-W13

SF-W14

SF-W15




BOX GUTTER

Fre

e st

andi

ng

bath


FLOOR AREAS

BASEMENT:




TOTAL:

456.07 sq.m

319.96 sq.m93.94 sq.m6.00 sq.m9.00 sq.m

329.96 sq.m23.60 sq.m11.00 sq.m11.00 sq.m

164.03 sq.m23.60 sq.m

1448.16 sq.m155.88 sqs

SECOND FLOOR PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

Phone (07) 55 203 022







THIS

DE

SIG

N IS

TH

E E

XC

LUS

IVE

PR

OP

ER

TY

OF

ST

UA

RT

OS

MA

N B

UIL

DIN

G D

ES

IGN

SN

.B A

LL W

RIT

TE

N D

IME

NS

ION

S T

AK

E P

RE

CE

DE

NC

E O

VE

R S

CA

LED

SIZ

ES

BE

WA

RN

ED

: SU

BS

TIT

UT

ION

OF

AN

Y S

TR

UC

TU

RA

L M

EM

BE

RS

, AN

D O

R A

NY

VA

RIA

TIO

N T

O A

NY

PA

RT

OF

TH

E D

ES

IGN

WIL

L V

OID

AN

YR

ES

PO

NS

IBIL

ITIE

S O

F S

TU

AR

T O

SM

AN

BU

ILD

ING

DE

SIG

NS

FO

R T

HE

ST

RU

CT

UR

AL

INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

13 23

H120912I021012J151112K200314L260314

D.P

D.P

D.P

B18

B18

A18

A18

C19

C19

D19

D19

E20

E20

F20

F20

G21

G21

H21

H21

J18

J18

K18

K18




2.5 degree Stramit colorbondtrimdeck roof sheeting


liftover run

roof

fall

roof fall

roof fall

roof fall

BO

X G

UT

TE

R

BO

X G

UT

TE

RB

OX

GU

TT

ER




ROOF PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

Phone (07) 55 203 022







THIS

DE

SIG

N IS

TH

E E

XC

LUS

IVE

PR

OP

ER

TY

OF

ST

UA

RT

OS

MA

N B

UIL

DIN

G D

ES

IGN

SN

.B A

LL W

RIT

TE

N D

IME

NS

ION

S T

AK

E P

RE

CE

DE

NC

E O

VE

R S

CA

LED

SIZ

ES

BE

WA

RN

ED

: SU

BS

TIT

UT

ION

OF

AN

Y S

TR

UC

TU

RA

L M

EM

BE

RS

, AN

D O

R A

NY

VA

RIA

TIO

N T

O A

NY

PA

RT

OF

TH

E D

ES

IGN

WIL

L V

OID

AN

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ES

PO

NS

IBIL

ITIE

S O

F S

TU

AR

T O

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AN

BU

ILD

ING

DE

SIG

NS

FO

R T

HE

ST

RU

CT

UR

AL

INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

14 23

H120912I021012J151112K200314L260314

2,40

0

420

3,02

0

500

2,72

0

500

2,72

0

10,9

90

590

10,7

50

490

940

450

490

490

600

250

1,16

0

Rendered foam hood3 degree Stramit colorbond

trimdeck roof sheetingStramit colorbond fascias,gutters & downpipes


Alum. batten screen

Alum. batten screen

1000mm high FGhandrail, as per BCA 3.9.2

1200mm high FGpool fence, as per AS1926.1

Rendered blockworkto BASEMENT level


Render 60mm NRGgreenboard cladding

Recessed FG windows

Alucobond wall &ceiling claddingAlucobond wall &ceiling claddingAlucobond wall &ceiling cladding


200 SHS steel posts


Rendered brickwork

(BRILLIANTMETALLIC 602)(BRILLIANTMETALLIC 602)

(HNTIO ALASKO TRED) (COLORBOND SURFMIST) (DULUX MOUNT BULLER)

(COLORBOND WOODLAND GREY)

(DULUX LEXICON HALF)

(DULUX MOUNT BULLER)

(DULUX BUNYIP RIVER)





NGL

BUILDING REFENCE LINE -RL 3.230m A.H.D






Conc. Deck 1m C'Leveredwith Astro Turf

FL FL

FL FL

CL CL

CL CL

FL FL

FL FL

CL CL

CL CL

RL 3.770m

RL 7.290m

RL 10.510m

RL 14.220mRL 14.210mRL 13.980m

fg fg

fg fg fg

fg

fg

fg

fg

fg

fg

fg

RL 0.950m

RL 3.200m

ELEVATION 1 1:100

3,02

0

500

2,72

0

500

2,72

0

10,7

50

640 (inc.40 fascia)

640 (inc.40 fascia) 640 (inc.40 fascia)

640 (inc.40 fascia)

640 (inc.40 fascia)640 (inc.40 fascia)

1,01

7

1,74

0

Rendered foam hood3 degree Stramit colorbondtrimdeck roof sheeting


Alum. batten screen






Alum. louvre panel doors


Rendered POOL SHELL

200 SHS steel posts

Alum. batten screen

Rendered fence panels

(COLORBOND SURFMIST) (COLORBOND WOODLAND GREY)








(COLORBOND SURFMIST)




FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

RL 3.770m

RL 7.290m

RL 10.510m

RL 14.220mRL 13.980m




RL 1.300m

RL 3.510m

ngl RL 3.100m

ELEVATION 2 1:100


Phone (07) 55 203 022







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INT

EG

RIT

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PE

RF

OR

MA

NC

E O

F T

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BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

15 23

H120912I021012J151112K200314L260314

2,40

0

420

3,02

0

500

2,72

0

500

2,72

0

10,6

68

750

110

940

490

490 490

450

640 490 490

1,30

4




Alum. batten screen

Rendered blockworkto BASEMENT level





Rendered brickwork

200 SHS steel posts


Alum. batten screen

Rendered foam hood

Rendered brickwork

Rendered blockwork fenceRetained garden bed


Rendered brickwork

(HNTIO ALASKO TRED)




(DULUX LEXICON HALF)(COLORBOND SURFMIST)







(DULUX MOUNT BULLER) (DULUX MOUNT BULLER)



Rendered foam hood

Conc. Deck 1m C'Leveredwith Astro Turf

FL FL

FL FL

CL CL

CL CL

FL FL

FL FL

CL CL

CL CL

RL 3.770m

RL 7.290m

RL 10.510m

RL 13.898m

RL 3.300m

RL 14.210mRL 14.220m

RL 0.950m

ELEVATION 3 1:100

3,15

0

2,40

050

025

0

1,80

0

1,10

01,

300

500

250

350 2,300 350

Feature stoneworkletterbox

Alum. louvre panel gates(HNTIO ALASKO TRED)

(DULUX BUNYIP RIVER) (COLORBOND SURFMIST)


fg fg

fg fg

fg fgfg

STREET ELEVATION 5 1:100

10,2

39

2,40

042

03,

020

500

2,72

050

02,

720

10,9

90

640640

640

750

640600640

640

640640

320 640


Stramit colorbond fascias,gutters & downpipesFeature stonework

to LIFT SHAFT

Alucobond wall &ceiling cladding

Rendered foam hood


Rendered foam hoodRendered brickwork


Alum. louvre panel gates

Alucobond wall &ceiling cladding

(HNTIO ALASKO TRED) (COLORBOND SURFMIST)





(BRILLIANTMETALLIC 602)


(BRILLIANTMETALLIC 602)





FL FL

FL FL

CL CL

CL CL

FL FL

FL FL

CL CL

CL CL

RL 3.770m

RL 7.290m

RL 10.510m

RL 14.220m

RL 13.469m

fg fg

fg fg

fg

fg

fg

fg

fg

fg

fg

fg

fg

fg

fg

fg fg

fg

fg

fg fgfg

fg

fg

fg

fg

fg fg

fg

RL 0.950m

ELEVATION 4 1:100





Phone (07) 55 203 022







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F T

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CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

16 23

H120912I021012J151112K200314L260314

wc

1,150 2,140 6,100 15,930 3,100 3,300 3,000

190 1,780 1,350190

1,800 190 7,390 300 4,900 300 3,640 300 2,800 300 2,700 300 1,810 190 1,000

190

1,84

019

04,

580

190

1,00

01,

000

190

4,31

01,

290

4,72

03,

000

4,67

0

190

4,23

035

0

190

4,31

019

080

50 6,560

9,680 2,870

2,000 8,250 2,300

6,690 17,990 1,900 4,100

13,050 900 4,040 300 2,700 300 2,510 190

1,00

013

,380

4,50

01,

300

3,70

015

,180

3,70

030

040

02,

880

400

10,0

0020

080

020

0

3,70

015

,180

1,00

013

,380

300

600

1,80

060

020

0 800

200

5,74

030

06,

900

900

4,04

0

490

1,100

50mm stepdown toALL WET AREAS

1200mm deep pit for Lift, asper manufacturers specs.- t.b.c.

Lift door recess, as permanufacturers specs.

Graded concrete driveway,to engineers specs.

300mm wide stripdrain, depth to eng. specs.

Spa shell to engineers / pool builders specs.

ALL slab & footings to engineersdetails & specifications

Selected termite protectionsystem to underside of slab,perimeter & penetrations, inaccordance with AS 3660.1 Allowance for Remco pool cover,

installed to manufacturers specs.Allowance for Remco pool cover,installed to manufacturers specs.


900 x 300 Rendered Conc.pier, as per engineers spec.

Pool shell to engineers / pool builders specs.

Retaining Wall

Cantilever Above

fw

basin

sink

Basement drainage & sumpdetails to hydraulic

engineers specs., gradeslab to drains accordingly

NOTE: LIFT PIT SIZE / DEPTH T.B.C.ONCE LIFT MANUFACTURER /TYPE HAS BEEN SPECIFIED

pool

she

ll

pool

she

ll


800m

m h

igh

ret.

wal

l


DRIVEWAY

1:8 fall 1:4.7 fall 1:8 fall


NOTE: BASEMENT & G.F. SLABS NOT TO BEPOURED BEFORE LIFT TYPE / MANUFACTURER

HAS BEEN SPECIFIED & LIFT PIT / SHAFT DETAILSCONFIRMED W/ LIFT MANUFACTURER

BASEMENT SLAB PLAN

SCALE 1:100

NOTES:* Slab and Footings as per engineers designs* Provide Termite Protection as per AS 3660* ALL floor levels t.b.c on site* ALL floor joist to be specified by engineer

Phone (07) 55 203 022







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RF

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E O

F T

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CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

17 23

H120912I021012J151112K200314L260314

wc

2,140 6,100 3,870 8,160 3,200 3,950 3,150 3,000

190 1,610 190 2,850 190 2,900 250 3,600 1,610190

1,800190 440

1,800600

90 1,700

1,395

550

1,01

21,

000

1,00

05,

790

2,65

039

01,

490

3,19

04,

670

212

2,60

039

04,

230

1,72

02,

300

350

4,72

04,

670

1,00

01,

458

390 1,610 1,740 6,690 9,790 1,200 4,410 1,890 850 1,050 900 900 1,000

1,00

02,30

0

1,21

03,

200

250

2,20

01,

000

190

1,84

019

02,

470

2,30

0

4,41

025

02,

300

1,01

21,

000

5,50

012

,380

1,30

0

2,70

016

,130

1,00

02,

850

550

2,88

040

010

,000

2,15

0

1,00

04,

300

1,20

039

07,

790

600

1,80

060

02,

150

1,19

04,

310

390

6,10

039

05,

110

390

950

1,65

0

1,10

01,

000

500

2,010 1,190 3,950 3,150

4,200 2,800 300 2,700 300

2,000 1,990 2,035 200 1,075 2,700 300

5,610 390 1,500 4,700

2,350 4,340

160mm step

duct

2/ 185 steps2/ 185 steps

160mm step

160mm step





Lift Shaft size, as permanufacturers specs.- t.b.c.

Lift door recess, as permanufacturers specs.


plumbing duct

A/C ductfw

tub

sinksink sink

sink

shower

basi

n

fw

GATEHOUSE

spill

edge

garden

garden

gardengarden

step step

step

garden


RL - 3.670m

RL - 3.510m

RL - 3.200m

RL - 3.300m

RL - 3.200m

RL - 3.200m


STAIR VOID

NOTE: BASEMENT & G.F. SLABS NOT TO BEPOURED BEFORE LIFT TYPE / MANUFACTURER

HAS BEEN SPECIFIED & LIFT PIT / SHAFT DETAILSCONFIRMED W/ LIFT MANUFACTURER

plumbingduct

SLAB RL -

4.070m A.H.D


GROUND FLOOR SLAB PLAN

SCALE 1:100

NOTES:* Slab and Footings as per engineers designs* Provide Termite Protection as per AS 3660* ALL floor levels t.b.c on site* ALL floor joist to be specified by engineer

Phone (07) 55 203 022







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PE

RF

OR

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E O

F T

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BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

18 23

H120912I021012J151112K200314L260314

2,40

042

03,

020

500

2,72

0

300

2,72

0

640 (inc.40 fascia)

1,290


Graded concrete driveway,to engineers specs.

Wall hung vanity withconcealed mirror cabinet above


Box Gutter

SECTION 1:100

9-13A

VOIDGUESTSUITE

OFFICEFOYERMEDIA

300mm raisedplatform

BARVESTIBULE

STORAGEDRIVEWAY PDR

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

RL 3.770m

RL 7.290m

FL

NOTE: APPROX. CEILING HEIGHT TO BASEMENTSHOWN SIBJECT TO ENGINEER'S SLAB DESIGN(FFL'S SHOWN TO BE MAINTAINED) MIN. HEAD

CLEARANCE TO BE 2,200mmRL 0.950m

3 degree Stramit colorbond custom orb roof sheeting

Basement drainage &sump details to hydraulicengineers specs., grade

slab to drains accordingly

3 degree timber roof trusses@ 600 centres, to trussmanufacturers specs.

75mm hebel flooringsystem over timber floorjoists, to engineers specs.



ALL Cabinetry to cabinetmaker / interiordesigners specs.



ALL slab & footings toengineers specs.

190mm blockwork wall,constructed, tanked & waterproofed to engineers details

Suspended slab toengineers specs.


2,40

042

03,

020

500

2,72

050

02,

720

640 (inc.40 fascia)


640 (inc.40 fascia)

640 (inc.40 fascia)

SECTION 1:100B

LIFTWELL

VESTIBULE

STORAGEBASEMENTCARPARKING

RO

BE

OFFICEFOYERMEDIA

REFUSE BINSTORE

ST

OR

AG

E

GUESTSUITE

BED 5

LANDING

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

RL 3.770m

RL 7.290m

FL FL

CL CL

RL 10.510m


300mm raisedplatform


2/150mm steps tobottom of staircase

9-13

RL 0.950m

1,20

02,

800

3,52

03,

220

3,45

015

0




3 degree timber roof trusses@ 600 centres, to truss









1000mm high FG handrail,as per BCA 3.9.2

RecessedFG windows

Lift shaft headroom concrete slab capping,to engineers/ lift manuf. specs.,min.

3600mm u/s slab to second floor slab level

Lifting beam,to engineers details

SECTION 1:100J9-13

300mm raised conc.platform to MEDIA

1100mm high feature wallwith in-built letterbox & laser

cut s'less steel street no's

FG window inspill edge face

Min.1000mm high FG handrail,as per BCA 3.9.2

Gatehouse Beyond

220high x 250deep Featurerecess full width of pond formedin conc. slab, to engineers spec.Approx. water level

Approx. water level

MEDIA

BAR

Approx. water level

SECTION 1:100K9-13

220high x 250deep Featurerecess full width of pond formedin conc. slab, to engineers spec.

Min.1000mm high FG handrail,as per BCA 3.9.2

BAR DRIVEWAY


Phone (07) 55 203 022







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INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

19 23

H120912I021012J151112K200314L260314

2,40

042

03,

020

500

2,72

050

02,

720


750 Rendered foam hood

Rendered foam hood

BED 2 BED 3W.I.R W.I.R W.I.R

MASTERSUITE

RETREATENS. WC

DINING FAMILY LOUNGEKITCHEN

BASEMENTCARPARKING

SECTION 1:100C

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

RL 3.770m

RL 7.290m

FL FL

CL CL

RL 10.510m

9-13

RL 0.950m




2.5 degree timber roof trusses@ 600 centres, to truss

manufacturers specs.2.5 degree Stramit colorbond

custom orb roof sheeting







400mm high plinth

2,40

042

03,

020

500

2,72

050

02,

720

640(inc.40 fascia)

640(inc.40 fascia) 640(inc.40 fascia)

640(inc.40 fascia)


Alum. batten screen


Alum. batten screen

Recessed T&G ceiling liningto outdoor living areas 2000mm high rendered

brick wall

BASEMENTCARPARKING

PATIOOUTDOORLIVING

ALFRESCO

BED 2BED 4 DECKENS.

MASTERSUITE

SECTION 1:100D

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

RL 3.770m

RL 7.290m

FL FL

CL CL

RL 10.510m1000 high built-in

bed head

9-13

NOTE: APPROX. CEILING HEIGHT TO BASEMENTSHOWN SIBJECT TO ENGINEER'S SLAB DESIGN(FFL'S SHOWN TO BE MAINTAINED) MIN. HEAD

CLEARANCE TO BE 2,200mmRL 0.950m

75mm hebel flooringsystem over timber floor

joists, to engineers specs.



3 degree timber roof trusses@ 600 centres, to trussmanufacturers specs.









Phone (07) 55 203 022







THIS

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FO

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ST

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INT

EG

RIT

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PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

20 23

H120912I021012J151112K200314L260314

2,40

042

03,

020

500

2,72

050

02,

720

1,035 (inc.40 fascia)490 (inc.40 fascia)

490 (inc.40 fascia)

640 (inc.40 fascia)

Alum. batten screen




Alum. batten screenAlum. batten screen



Water-proofed garden bed overwine store to Builders details

Recessed T&G ceiling liningto outdoor living areas

Boxed in steel ring beamto engineers spec.

Rafter lintel to be concealed inrafter depth, to engineers detail

Grated drain toedge of lap pool

MASTERSUITE

DECK

BED 2 DECK

FAMILY OUTDOORLIVING

LAPPOOLWINE CELLAR VESTIBULE

BASEMENTCARPARKING

SECTION 1:100E

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

RL 3.770m

RL 7.290m

FL FL

CL CL

RL 10.510m

2/150mm steps tobottom of staircase

STAIR INFO:18No. Risers @ 179mmTreads @ 300mm

9-13

RL 0.950m





2.5 degree timber roof trusses@ 600 centres, to trussmanufacturers specs.

2.5 degree Stramit colorbond custom orb roof sheeting







Box Gutter



Open-Tread Stairs w/ steel central stringerto be constructed as per stair manufacturersspecifications & in accordance with BCA 3.9


1000 high built-inbed head

Tiled Suspended slabto engineers specs.



Timber rafters @ 600c/s linedto u/side, as per engineers spec.

1,800

490

1,035(inc. 40 fascia)

2,40

042

03,

020

500

2,72

050

02,

720

Alum. batten screen



Alum. batten screenAlum. batten screen




Recessed T&G ceiling liningto outdoor living areas

Boxed in steel ring beamto engineers spec.

Rafter lintel to be concealed inrafter depth, to engineers detail


BARBASEMENT

CARPARKING

LAPPOOL

FAMILY OUTDOORLIVING

ENTRY

LIN

EN

BED 2W.I.R

DECK

DECK

FOYER

MASTERSUITE

W.I.R

SECTION 1:100F

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

RL 3.770m

RL 7.290m

FL FL

CL CL

RL 10.510m

9-13

RL 0.950m











Box Gutter



1000 high built-inbed head





2/150mm steps tobottom of staircase Tiled Suspended slab

to engineers specs.




Timber rafters @ 600c/s linedto u/side, as per engineers spec.

Concrete Block Retainingengineers specs.

Astro Turf Finish


Phone (07) 55 203 022







THIS

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OR

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NC

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BU

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ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

21 23

H120912I021012J151112K200314L260314

2,40

042

03,

020

500

2,72

050

02,

720

490

490

1,200 2,000 8,250 2,000 300

2,34

0

2,37

9

300mm widestrip drain











joists, to engineers specs.1000mm high FG handrail,as per BCA 3.9.2

1200mm high pool fence,as per AS 1926.1


Rendered Foam HoodRendered Foam Hood


BED 4BED 5

W.I.R

DECK

RETREAT

PASSAGE

COLDROOM

DRIVEWAY

DINING ALFRESCOMEDIA

KIDS POOL300-450mm deep

shallow pool

BASEMENTCARPARKING

SECTION 1:100G

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

RL 3.770m

RL 7.290m

FL FL

CL CL

RL 10.510m


9-13

RL 0.950m



Box Gutter




Astro Turf Finish

2,40

042

03,

020

500

2,72

050

02,

720


1200mm high pool fence,as per AS 1926.1



SECTION 1:100H

LIFTWELL

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

FL FL

CL CL

NOTE: LIFT PIT SIZE / DEPTH T.B.C.ONCE LIFT MANUFACTURER /TYPE HAS BEEN SPECIFIED9-13

RL 3.770m

RL 7.290m

RL 10.510m

BASEMENTCARPARKING

LAPPOOLSTORE

LOUNGE

garden

BR

OO

M

gardengarden

PATIO

STORAGE BED 3

DECK

W.I.R

ENSUITE

RL 0.950m

1,20

02,

800

3,52

03,

220

3,45

015

0



2.5 degree timber roof trusses@ 600 centres, to truss






Lift shaft headroom concrete slab capping,to engineers/ lift manuf. specs.,min.

3600mm u/s slab to second floor slab level

Lifting beam,to engineers details

NOTE: SECTION TAKENTHRU' ROOF VERGE

Box Gutter




Box Gutter

Tiled Suspended slab toengineers specs.





Astro Turf Finish

Phone (07) 55 203 022







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PR

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OF

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ST

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UR

AL

INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

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BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

22 23

H120912I021012J151112K200314L260314

2,70

03,

300

1,580

835 1,035

6,00

0

5,000

900

300

1,40

040

060

0

2,400 3,000

900

600

900

600

1,050

1,63

842

0

3,910

2,20

0

2,000

1,50

0

4,500

2,70

0

9004,5005,400

2,70

0

2,70

0

2,70

0

1,200 900 900 1,800 900

3,600

2,100

2,10

060

0

2,70

0

2,70

0

1,20

060

0

300

5,70

0

1,200

1,870

90deg angle- Butt Joint Glass

300mm Raisedplatform to MEDIA

RL 3.770mslab level

Awning WINDOW GF-W15

Fixed Glass WINDOWSCorner Window w/'Butt-Joint' Glass

fg fg

RL 3.770mslab level

GF-W16 GF-W17 GF-W18 GF-W19 GF-W20

GF-W01 GF-W02 GF-W04GF-W03 GF-W05 GF-W06 GF-W07

RL 3.770mslab level

GF-W08 GF-W09 GF-W10 GF-W11

GF-W14

GF-W12 GF-W13

RL 0.950mslab level

BF-W01 BF-W02 BF-W03

Awning WINDOWS

Fixed Glass WINDOW

Fixed Glass WINDOW Fixed Glass WINDOW

Fixed Glass WINDOW PANELIFT DOOR

Sliding Glass STACKER DOORSSliding Glass CustomSTACKER DOORS

Louvre WINDOWS14 x fg louvre blades

fg

fg

fg

fg

fg fg

fgfg

fgfg

fgfg

fg

fg

fg fg fg

fg fg

fg

1500 PIVOT DOORSWING INTO FOYER

DOUBLE SHUTTER DOORSSwing Outwards to Pool Pump Room

Sliding Glass STACKER DOORSLouvre WINDOWS27 x fg louvre blades


Louvre WINDOW27 x fg louvre blades

Fixed GlassWINDOWS

820 SWING DOORSWING OUTWARDS FROM L'DRY Fixed Glass WINDOWS

fg

fg

fg

fg

fg

NOTE: CORNER WINDOWSTO BE SITE MEASURED

BASEMENT & GF WINDOW SCHEDULE

SCALE 1:50

BASEMENT WINDOWS

Phone (07) 55 203 022







THIS

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PR

OP

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OF

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RT

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INT

EG

RIT

Y A

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PE

RF

OR

MA

NC

E O

F T

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BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers


PROPOSED DWELLING


4639

RH

A 18/05/2012

B040612C060612D200612E290612F300712G020812

SO

CUSTOM

1:100 @ A2

23 23

H120912I021012J151112K200314L260314

Corner window w/ 'Butt-Joint' Glass

520

2,48

0

3,00

0

1,580 1,5001,8003,000900 900 9002,700

2,700

480

2,00

0

300

2,10

0

1,80

060

0

1,20

01,

200

1,80

060

0

900 9003,3003,6002,100

2,40

0

2,40

0

2,40

0

2,40

0

1,20

01,

200

900 1,800 900 2,700 1,030 120 1,235 1,835 120 2,700 2,400

3,600 7,040

900

600

1,80

060

0

600

1,80

0

2,40

0

1,20

01,

200

1,80

060

0

2,400

1,500 1,500 1,5009005,400900 900 900

3,000 2,700

90deg angle- Butt Joint Glass

RL 7.290mslab level

FF-W01

FF-W03

FF-W22 FF-W23 FF-W24 FF-W25

fg

fg

FF-W02

FF-W04

FF-W15

FF-W07

FF-W21

FF-W05 FF-W06

FF-W16

FF-W19

RL 7.290mslab level

RL 7.290mslab level

SF-W07

RL 10.510mslab level

FF-W08

FF-W10

FF-W12

FF-W14

FF-W09 FF-W11 FF-W13 FF-W17

FF-W18

FF-W20

SF-W01 SF-W02 SF-W03 SF-W04

SF-W05

SF-W06

SF-W08

SF-W14

SF-W12 SF-W09

SF-W11

SF-W10 SF-W13 SF-W15

fg

fg

fg

fg fg fg

fg fg

fg

fg

fg fg fg fg

fg

fg

Fixed Glass WINDOWS Fixed Glass WINDOWS

Fixed Glass WINDOWS

Fixed Glass WINDOWS

Fixed Glass WINDOWS Fixed Glass WINDOWS

Louvre WINDOWS21 x fg louvre blades Awning WINDOWS


Awning WINDOWS

Sliding Glass STACKER DOORS Sliding Glass STACKER DOORS

Sliding Glass DOORS





Fixed GlassWINDOWS

Awning WINDOW

Awning WINDOWSLouvre WINDOWS18 x fg louvre blades

Sliding Glass STACKER DOORS Awning WINDOWLouvre WINDOWS12 x fg louvre blades

NOTE: CORNER WINDOWSTO BE SITE MEASUREDRL 10.510m

slab level

FF & SF WINDOW SCHEDULE

SCALE 1:50

SECOND FLOOR WINDOWS

FIRST FLOOR WINDOWS

Documents

PROPOSED DWELLING FOR MR. B. & MRS. R. LAND · as 3740 - 2004 waterproofing of wet areas in residential buildings as 3786 - 1993 smoke alarms as 4055 - 2006 wind loadings for housing