PROPOSED DWELLING FOR ADRIAN HILL DEVELOPMENTS … · adrian hill developments number 86 cabana boulevard benowa job number - 5248 notes: * images are diagramatic only * refer to

ADRIAN HILL DEVELOPMENTS

NUMBER 86

CABANA BOULEVARD

BENOWA

JOB NUMBER - 5248

NOTES:

* IMAGES ARE DIAGRAMATIC ONLY

* REFER TO ELEVATIONS FOR DETAILS

PROPOSED DWELLING FOR

Phone (07) 55 203 022Fax (07) 55 203 033

PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219

ABN 73 097 995 616BSA 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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JOB NUMBER

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DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86

CABANA BOULEVARDBENOWA

5248

RH

A 15/10/2013

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queensland inc.association of

building designers

DESCRIPTIONREV. DATE

PRELIMINARY PLANS ISSUEDA 151013

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 OUTSIDEARE 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 MANUFACTURERSSPECIFICATIONS

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

ADRIAN HILL DEVELOPMENTSNUMBER 86

CABANA BOULEVARD

BENOWA

JOB NUMBER - 5248

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 WORKSCONFORM 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 OFAUSTRALIAN 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 CIVILENGINEERING COMPUTIONS AND DRAWINGS.

SOIL CLASSIFICATION - REFER TO STRUCTURAL ENGINEERS SOIL TEST.

ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCEWITH 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 FLOORii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASEiii) FULLY GLAZED DOORSiv) SHOWER SCREENSv) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVELvi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARYWITH MANUFACTURER, FLASHING ALL ROUND.

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

TILED DECKS OVER LIVABLE AREAS ARE TO BE, IN THE FOLLOWING ORDER OVERTHEFLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OFPARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND SEED WITH A DFT OF1300 MICRON, INSTALLED TO MANUF. SPECIFICATIONS, AND FLOOR TILES OVER, ALLCORNERS TO HAVE 20mm MASTIC SEALANT UNDER THE PARCHEM EMERPROOF 750.

FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS. IT ISRECOMMENDED 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 BEIMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN 75mm OFTHE 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 sqFOR INTERNAL WALLS BELOW BEARER.

THERMAL INSULATION; R2.5 BATTS TO CEILING AND R1.5 BATTS AND REFLECTIVE FOILTO 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 INACCORDANCE WITH BCA 3.9.2FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADECONSTRUCTION - REQUIRED WIRE TENSION AMD MAXIMUM PERMISSIBLEDEFLECTION) OF THE BCA..

THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OFEXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION.

LEGEND

CJ CONSTRUCTION JOINT

DP DOWNPIPE

FP FIRE PLACE

FW FLOOR WASTE

HWS HOT WATER SYSTEM

AC AIR CONDITIONING

PS PLUMBING STACK / DUCT

SP STEEL POST

T.B.C TO BE CONFIRMED

RL RELATIVE LEVEL

AHD AUSTRALIAN HEIGHT DATUM

CSD CAVITY SLIDING DOOR

OHC OVER HEAD CUPBOARD

FG FIXED GLASS

FSR FLOOR SPACE RATIO

LB LOAD BEARING

NGL NATURAL GROUND LINE

UBO UNDER BENCH OVEN

WO WALL OVEN

DW DISHWASHER

MW MICROWAVE

WM WASHING MACHINE

WIR WALK-IN-ROBE

SD SLIDING GLASS DOOR

ASW ALUMINIUM SLIDING WINDOW

ADH ALUM. DOUBLE HUNG WINDOW

AAW ALUM. AWNING WINDOW

ALW ALUM. LOUVRE WINDOW

BCA BUILDING CODE OF AUSTRALIA

AS AUSTRALIAN STANDARDS

SITE NOTES

ALL STORMWATER AND DRAINAGE TO BE IN COMPLIANCE WITH BCAPARTS 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 CONNECTEDTO 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 THEBUILDING 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 THETOP OF THE OVERFLOW GULLY RISER & THE LOWEST FIXTURECONNECTED TO THE DRAIN. THE OVERFLOW GULLY RISER SHALL BELOCATED AT 75mm ABOVE SURROUNDING GROUND LEVEL OR SHALLBE 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 100mmDIAMETER UPVC STORMWATER PIPE LAID WITH A MINIMUM FALL OF1:100, DISCHARGE TO THE SATISFACTION OF THE RELEVANTAUTHORITY.

ALL STORMWATER DRAINAGE BELOW GROUND SHALL BE SEWERGRADE WITH NO JOINTS UNDER SLAB INSTALLED TO AS3500.3, 2003.MINIMUM PIPE SIZE 100mmMINIMUM GRADE 1:100

ALL POOL FENCING SHALL BE MIN. 1200mm HIGH AND INACCORDANCEWITH AS 1926.1


RH

LAYOUT AMENDMENTSB 061113RH

LAYOUT AMENDMENTSC 121113RH

MINOR AMENDMENTSD 131113RH

PRELIMINARY ELEVATIONS & ELECTRICAL PLANSE 201113RH

MINOR AMENDMENT + WORKING DRAWINGS ISSUEDF 281113RH

Phone (07) 55 203 022Fax (07) 55 203 033






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JOB NUMBER

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DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

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building designers

REPORT STATUS DATE

WORKPLACE HEALTH & SAFETY REPORTCOMPLETED - DISCUSSED WITH & PROVIDED TOCLIENT ALONG WITH WORKING DRAWINGS 281113

ADRIAN HILL DEVELOPMENTSNUMBER 86

CABANA BOULEVARD

BENOWA

JOB NUMBER - 5248

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 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.

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 MANAGEMENT

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.

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. SERVICES

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.

(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 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)

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 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

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 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 BUILDING

This 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 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.

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 022Fax (07) 55 203 033






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DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

4 19


building designers

1500

1200

920

920

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27-27SD

27-48 panelift door

27-09afg 27-09afg

09-16afg

27-09afg

09-09afg

24-21SD24-24SD

06-18afg21-09alw21-09afg

06-18afg21-09alw21-09afg

21-09alw

21-09afg

06-18afg

27-09alw

30-45stacker

27-09alw 27-09alw27-27afg06-12aaw

06-24aaw 27-09alw

27-09alw

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27-09afg27-09alw

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27-45stacker

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RETAINED PLANTER BOX

PROPOSED PONTOON,

TO MANUFACTURERS SPECS.

PROPOSED TWO STOREY DWELLINGALL LEVELS T.B.C ON SITEGARAGE/ENTRY PADRL - 5.150mMAIN LIVING PADRL - 4.850mSITE COVERAGE - 43.73%

UPPER GARDEN TERRACE

PADRL - 3.450m

VEGETABLE GARDENTO LOWER TERRACEPADRL - 2.250m

PROPOSED GATEHOUSESLABRL 5.050m approx.

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98° 48'30"

4 1 . 5 0 6

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279°11'

41.462 13°20'40"

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D.P

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 - GROUND FLOOR

SCALE 1:200 SHEET 4 OF 19 JOB NUMBER - 5248

**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 GOVERNMENT

REQUIREMENTS AND STANDARDS **

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

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

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

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

CUT

F.L

FILL

VARIOUSG.L

approx.

SETBACK RELAXATIONS REQUIRED

VARIOUS

Phone (07) 55 203 022Fax (07) 55 203 033






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JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

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double sided cupd's

300mm high plinth

27-12 custom CSDfeature stoneworkto brickwork column

27-18 custom CSD

laundry chute

Low ceiling & door,mech. ventilation reqd.

feature stoneworkto blade wall

all toilets to haveconcealed cisterns

Wall hung vanity w. 150mmdeep mirrored cabinetw. recessed lighting

grated strip drain andniche to all showers



line of deck above

line of deckabove

lined beambelow ceiling

1200mm high FGpool fence

blockwork retainedgarden bed @ levelof pool coping

tiled concrete pads


sauna unit installed tomanufacturers specs.

extent of voidextent of void

line of porch roof

1000mm highFG h/rail


Refer detail

ALL robe / linen /store fit-outs tocabinetmakers specs.

ALL kitchen & laundryfitouts to cabinetmakersspecs.

renderedfoam blades

3000mm droppedceiling to Laundry

3000mm droppedceiling to Pantry

saunaunit

FW

ubo

BBQF

W

FW

pant

ry c

upd'

sM

WR

EF

.

OFFICE

LIBRARY

MEDIA /

KARAOKE

LOUNGE

FAMILY

DINING

OUTDOOR

LIVING

POOL15x2.2m

to pool builders specs.

GYMGARAGE

PORCH

FOYER

BED 6

BED 5

BUTLERS

PANTRY

LINEN

KITCHEN

fireplace & TV recess

ROBE

ROBE

garden

300mm o'hang

1200mm high FG pool fenceCOURTYARD

STORE

STORE

VOIDoverVOID over

STORE

STORE

turfed area

planter box

bulkhead over

METERBOX

GGgas hwstap

tap

tap

tap

tap

1000

mm

hig

h F

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andr

ail

1000mm high FG handrail

300m

m s

tep

bridgeabove

gate

gate

30-7

450

stac

ker

(OX

XX

XO

)

3020mm ceiling

3020mm ceiling

3020mm ceiling

3320mm ceiling

3320mm ceiling

3320mm ceiling

step

step

step

step

planter box

FW

D.P

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* Bedroom windows w. 2m fall height from FL to groundbelow must comply with N.C.C 3.9.2.5. To be fitted withnon-removable screens or restricted to 125mm opening

FLOOR AREAS

01 LOWER LIVING

02 GARAGE

03 ALFRESCO

04 PORCH

05 UPPER LIVING

06 VOID

07 BALCONY

Area (m2)

306.95

52.93

65.20

8.95

294.06

27.43

46.93

802.45 m2

GROUND FLOOR PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

TOTAL

86.41 sqs

Phone (07) 55 203 022Fax (07) 55 203 033






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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

6 19


building designers

920

820

820

920

920

920

920

820

T

04-2

7afg

14-0

9afg

14-0

9afg

14-18alw 13-27alw24-24SD

24-09alw24-09afg24-09alw 24-27SD

24-0

9alw

24-0

9alw

24-3

6SD

24-3

6SD

24-3

6SD

24-0

9alw

24-0

9afg

24-0

9alw

24-0

9alw

24-2

7afg

24-0

9alw

24-09alw

24-27afg24-09alw

18-21afg

04-15afg04-15afg

06-3

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06-09alw06-15afg

8

9

10

11

12

13

15

16

17

18

19

20

21

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P D.P D.P

D.P

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A

15

A

15

B

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B

15

C

16

C

16

D

16

D

16

E

17

E

17

F

17

F

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0

450

20690

20690

1001150 4440 4400 10600 1500

600 6500 3500 1150350

1150150

4040250

4400150

1830 1100240

324090

3800150

1500

1505190

2504400

1501150

901690

240500 2240 500

903800

150

2000

2000

2504000 1380 5220 1890

2401500

905970

150

600 600350

6720350

2170350

9550 1000

1503500 600

903620 2290

901800 90

1501500

901000 3970 1000

1501000

150600 3500 600

903620 1100

901100

90600 2040 90 900 5970

150790 990

1502910 90 1100

90 1001000 5600 1700

901650

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6980

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6800

18 degree flat profile concreteroof tiles, sarking under

Stramit colorbond fascias,gutters & downpipes



laundry chute




BALCONY

2400mm high walls w.FG panels above


approx. 51 degree flat profile concreteroof tiles, sarking under


1300mm high wall,alum. louvres above

mech. ventrequired

mech. ventrequired

solar tubeskylight

50mm stepdownto wet area

Wash tub withtiled floor & walls





1100mm high wall

1 degree colorbond kliplok roof sheeting

600mm widebox gutter

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


high windowabove mirror cabinet

high windowabove mirror cabinet

provide 2x floorwastes to tiled deck

Framed & renderedbox beam above

Lintel in ceiling space,above front elevationupper level windows


ROBE

BED 4

MASTER

SUITE

RUMPUS

VOID

BALCONY

1000

mm

hig

h F

G h

/rai

l

roof

fall

roof fall

roof fall

FW

FW

LINEN

LINEN

roof fall

W.I.RART STUDIO

BED 2

FW

dres

ser

/ ben

ch s

eat

W.I.R

alum. louvre screens

alum. louvre screens

VOID

desk

RETREAT

desk

FW

BED 3

W.I.R

desk

1000

mm

hig

h F

G h

/rai

l

1000

mm

hig

h F

G h

/rai

l

BALCONY

M

FW

1000

mm

hig

h F

G h

/rai

l

shel

ves

roof fall

FW FW

shelves

Free standing

bath

D.P

D.P

D.P

D.P

D.P

D.P


FIRST FLOOR PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

Phone (07) 55 203 022Fax (07) 55 203 033






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ITY

AN

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FO

RM

AN

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OF

TH

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UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

7 19


building designers

D.P

D.P

D.P

D.P

A

15

A

15

B

15

B

15

C

16

C

16

D

16

D

16

E

17

E

17

F

17

F

17

740

600

600

600

600

600

600

600

600

1850

1750





220mm UPSTAND toupper level roof trusses

220mm UPSTAND toupper level roof trusses

roof

fall

roof

fall

roof

fall

roof

fall

roof

fall

roof

fall

roof fall

roof fall

roof fall

roof fall

roof fall

roof fall

roof fall

D.P

D.P

D.P

D.P

D.P

D.P


ROOF PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

Phone (07) 55 203 022Fax (07) 55 203 033






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TE

GR

ITY

AN

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FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

8 19


building designers

3D PERSPECTIVE VIEWS

SCALE 1:100

Phone (07) 55 203 022Fax (07) 55 203 033






TH

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IGN

S F

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GR

ITY

AN

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FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

9 19


building designers

3D PERSPECTIVE VIEWS

SCALE 1:100

Phone (07) 55 203 022Fax (07) 55 203 033






TH

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IS

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XC

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SIV

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ST

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S,

AN

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VA

RIA

TIO

N T

O A

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PA

RT

OF

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WIL

L V

OID

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ON

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ILIT

IES

OF

ST

UA

RT

OS

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N B

UIL

DIN

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IGN

S F

OR

TH

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TR

UC

TU

RA

L IN

TE

GR

ITY

AN

D P

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FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

10 19


building designers

3320

475

2720

3020

475

2720




Rendered brickwork



Rendered 60mmNRG greenboard


PC aluminiumlouvre screens

feature stoneworkto blade wallfeature stoneworkto blade wall



Upper & Lower terracelevels t.b.c on siteUpper & Lower terracelevels t.b.c on site

Hardies STRIA boardwall cladding

Rendered masonry fence

FL

FL

FL FL

CL CL

CL CL

ELEVATION 1 1:100

3320

475

2720

Rendered brickwork






Upper & Lower terracelevels t.b.c on site

feature stoneworkto column

1200mm highFG pool fence

pool shell

Rendered brickwork


FL FL

FL FL

CL CL

CL CL

ELEVATION 2 1:100


Phone (07) 55 203 022Fax (07) 55 203 033






TH

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N.B

AL

L W

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TE

N D

IME

NS

ION

S T

AK

E P

RE

CE

DE

NC

E O

VE

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CA

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D S

IZE

S

BE

WA

RN

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: S

UB

ST

ITU

TIO

N O

F A

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ST

RU

CT

UR

AL

ME

MB

ER

S,

AN

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VA

RIA

TIO

N T

O A

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PA

RT

OF

TH

E D

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WIL

L V

OID

AN

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SP

ON

SIB

ILIT

IES

OF

ST

UA

RT

OS

MA

N B

UIL

DIN

G D

ES

IGN

S F

OR

TH

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TR

UC

TU

RA

L IN

TE

GR

ITY

AN

D P

ER

FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

11 19


building designers

3020

475

2720

3320

475

2720




Rendered brickwork










Rendered brickwork


Framed & rendered gatehouseroof panel, fall 1:100 to side


Rendered brickworkFramed & renderedbox beam

FL

FL

FL FL

CL CL

CL CL

ELEVATION 3 1:100

3020

475

2720

2400

300

3900

300


Rendered brickwork









PC aluminiumvehicle gate



FL FL

FL FL

CL CL

CL CL

ELEVATION 4 1:100


Phone (07) 55 203 022Fax (07) 55 203 033






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ION

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AN

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FO

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AN

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OF

TH

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UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

12 19


building designers

1500

1200

920

920

820

620

820 820

820

27-27SD

27-4

8 pa

nelif

t doo

r

27-09afg 27-0

9afg

09-1

6afg

27-0

9afg

09-0

9afg

24-21SD24-24SD

06-18afg21-09alw21-09afg

06-18afg21-09alw21-09afg

21-0

9alw

21-0

9afg

06-1

8afg

27-0

9alw

30-4

5sta

cker

27-09alw 27-09alw27-27afg06-1

2aaw

06-24aaw 27-09alw

27-0

9alw

27-0

9alw

27-0

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27-0

9afg

27-0

9afg

27-0

9alw

27-0

9alw

27-4

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cker

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06-2

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21-0

9alw

21-0

9alw

21-0

9afg

30-1

8SD

24-0

9alw

24-0

9alw

24-0

9afg

06-2

7afg

12

12345678

1

2

3

4

5

6

7

8

9

10

11

12

13

1 2

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P D.P D.P

D.P

P.

P. P. P.P.

P.P. P. P.

P.

P. P.P.

TV

TV

TV

TV

METERBOX

GG

P.

gas hwstap

tap

tap

tap

tap

P.

D.P

GROUND FLOOR ELECTRICAL PLAN

SCALE 1:100

PROVIDE 80% min. ENERGY EFFICIENT LIGHTING

AS PER QUEENSLAND DEVELOPMENT CODE GUIDELINES

CLIENT WITH ELECTRICIAN

CONFIRMED ON SITE BY

ELECTRICAL LAYOUT TO BE

P.

ELECTRICAL LEGEND

TV

CEILING FAN LIGHT

PHONE OUTLET

2 GLOBE FAN, HEAT, LIGHT

METER BOX

SINGLE GPO'S - 1050 OFF FLOOR


DOUBLE GPO'S - 300 OFF FLOOR

TV ANTENNA POINT

EXHAUST FAN

FLUORESCENT LIGHT

PHONE OUTLET-300 OFF FLOOR

CEILING FAN

DOWN LIGHT

WALL LIGHT

SMOKE DETECTOR

FLOOD LIGHT

PENCIL SPOT

SPECIAL LIGHT

SWITCH POINTS @ 1350 OFF FLOOR


CEILING LIGHT (BATTEN HOLD)

NOTES:

* ALL external power points to be weather-proof

** ALL ELECTRICAL POINTS T.B.C ON SITE BYCLIENT AND ELECTRICIAN **

FP.FLUORESCENT PENCIL SPOT

PROVIDE EXTERNAL POWER CONNECTION TO POOL AREA

EQUIPMENT, GATEHOUSE POWER LIGHTING AND

INTERCOM, PONTOON POWER & LIGHTING, AND ANY

ADDITIONAL LANDSAPE LIGHTING, AS REQUIRED.

Phone (07) 55 203 022Fax (07) 55 203 033






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OF

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AN

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FO

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AN

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OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

13 19


building designers

920

820

820

920

920

920

920

820

04-2

7afg

14-0

9afg

14-0

9afg

14-18alw 13-27alw24-24SD

24-09alw24-09afg24-09alw 24-27SD

24-0

9alw

24-0

9alw

24-3

6SD

24-3

6SD

24-3

6SD

24-0

9alw

24-0

9afg

24-0

9alw

24-0

9alw

24-2

7afg

24-0

9alw

24-09alw

24-27afg24-09alw

18-21afg

04-15afg04-15afg

06-3

6afg

06-09alw06-15afg

8

9

10

11

12

13

15

16

17

18

19

20

21

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P D.P D.P

D.P

17-09afg17-16afg

roof

fall

roof fall

roof fall

roof fall

P.

P.

P.

P. P.

P.

P.

P.

P.

P.

TV

TV

TV

TV

TV

P. P. P. P. P.

M

roof fall

D.P

D.P

D.P

D.P

D.P

D.P

FIRST FLOOR ELECTRICAL PLAN

SCALE 1:100

PROVIDE 80% min. ENERGY EFFICIENT LIGHTING

AS PER QUEENSLAND DEVELOPMENT CODE GUIDELINES

CLIENT WITH ELECTRICIAN

CONFIRMED ON SITE BY

ELECTRICAL LAYOUT TO BE

P.

ELECTRICAL LEGEND

TV

CEILING FAN LIGHT

PHONE OUTLET

2 GLOBE FAN, HEAT, LIGHT

METER BOX




TV ANTENNA POINT

EXHAUST FAN

FLUORESCENT LIGHT

PHONE OUTLET-300 OFF FLOOR

CEILING FAN

DOWN LIGHT

WALL LIGHT

SMOKE DETECTOR

FLOOD LIGHT

PENCIL SPOT

SPECIAL LIGHT

SWITCH POINTS @ 1350 OFF FLOOR


CEILING LIGHT (BATTEN HOLD)

NOTES:

* ALL external power points to be weather-proof

** ALL ELECTRICAL POINTS T.B.C ON SITE BYCLIENT AND ELECTRICIAN **

FP.FLUORESCENT PENCIL SPOT

PROVIDE EXTERNAL POWER CONNECTION TO POOL AREA

EQUIPMENT, GATEHOUSE POWER LIGHTING AND

INTERCOM, PONTOON POWER & LIGHTING, AND ANY

ADDITIONAL LANDSAPE LIGHTING, AS REQUIRED.

Phone (07) 55 203 022Fax (07) 55 203 033






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FO

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OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

14 19


building designers

27650

1450 7790 6730350

10450 880

11550 2220

1935

0

200

350

7090

350

2730

350

1490

6790

1300

3200

5180

400 2780 2000

3880

600

910 3440

2000

27650

990 9880 5000 6500 4290 990

1000 15000200

4650350

200 4300200

4650350

2720

7950

7700

3500

160

350

650

900

900

1190 1100 5900

406035

5027

90

2050

1300

3690

900

1346

0

1935

0

200

1100

1425

020

060

0020

0

900

1750

350

4260

350

5250

350

1350

7340 1630

3920

650

1411

0

50mm stepdownto WET AREA

50mm stepdownto WET AREA

rebate door track todoor manuf. specs.




ALL SLAB & FOOTINGSTO ENGINEERS SPECS.

Provide termite treatmentto slab & penetrations asper AS3660.1

Blockwork baseto engineers specs.

Exterior slab tobe poured withmain floor slab

fw

tub

sink

sink

sink

basin

basinwc

fw

fw

shower

wc

PADRL - 4.850m

FFLRL - T.B.C

PADRL - 5.150m

FFLRL - T.B.C

100mm stepdown

100mm stepdown

100mm stepdown

100mm stepdown

100mm stepdown

POOL SHELL TO POOL

BUILDERS / ENGINEERS

SPECS.

100

300

100

100

100

fw

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 022Fax (07) 55 203 033






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AN

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FO

RM

AN

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OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

15 19


building designers

1200

1200

100

3320

475

2720

220

upst

and,

allr

ound

3020

475

2720

300

2100

min

.

4595

600

450

1100



Roof trusses @ 600centres, to trussmanufacturers specs.



Upper & Lower terracelevels t.b.c on siteUpper & Lower terracelevels t.b.c on site


Rendered masonry fencefeature stoneworkto column


Concrete slab with blockworkedge over embankment,to engineers specs.

Backfill upper & lower terracepads for landscaping andvegetable gardens


Slab & footingsto engineers specs.


Floor joists with75mm hebel flooring,to engineers specs.


concealed cistern

Open under if suspended slab,Backfill if slab on ground,engineers design ti confirm

SECTION 1:100

5

CL

FL

CL

FL

CL

FL

CL

FL

A

binders @ 3000 centres

GARAGE GYM

BED 3

LAUNDRYPWD

MEDIA /

KARAOKE

BED 4 RUMPUS

LINEN

ENS.

1200

1200

3420

475

2720

3020

475

2720

220

upst

and,

allr

ound

600

3900

300

1100

2700

3000

2400

300

1 degree colorbond kliplok roof sheeting








feature stoneworkto column









2x 150 steps2x 150 steps

PC alum. fence& gate panels


solar tubeskylight




CL

FL

CL

FL

CL

FL

CL

FL


VOID

FOYER PORCHGATE

HOUSE

DININGOUTDOOR

LIVING

BED 2

VOID

B

5

1:100SECTION

Phone (07) 55 203 022Fax (07) 55 203 033






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DIN

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GR

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AN

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FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

16 19


building designers

3320

475

2720

220

upst

and,

allr

ound

3020

475

2720

2400

600

2922

app

rox.

300

600

450

600









LINTEL IN CEILING SPACE,where window is@ int. ceiling height



300mm high plinth

Plaster bulkhead w.TV & componentry recess /Flue duct as required.

Pool to poolbuilders specs.



SECTION 1:100

5

CL

FL

CL

FL

CL

FL

CL

FL

C

binders @ 3000 centresbinders @ 3000 centres

POOL

OUTDOOR

LIVING

FAMILYCOURTYARD

MASTER

SUITEW.I.RENS.

ART

STUDIO

OFFICEBED 6

3020

475

2720

220

upst

and,

allr

ound

1300

600







27-18 custom CSD

27-18 custom CSD



Tiled deck with2x floor wastes



SECTION 1:100

5

CL

FL

CL

FL

D

CL

FL

CL

FL


ALL robe cabinetry fit-outsby cabinetmaker

GARAGE

ART

STUDIO

VOID

FOYEROFFICE LIBRARY

BED 4

abov

e F

L

Phone (07) 55 203 022Fax (07) 55 203 033






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N B

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DIN

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RA

L IN

TE

GR

ITY

AN

D P

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FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

17 19


building designers

3320

475

2720

220

upst

and,

allr

ound

690 600

600












21/ 180.7 riser x 300 going,timber stairs, t.b.c on site bystair manufacturer

Rendered brickwork

CL

FL

CL

FL

CL

FL

CL

FL

SECTION 1:100

5

E

STOREPWD

VOID

COURTYARD


3320

475

2720

220

upst

and,

allr

ound

600600

3000



Pool to poolbuilders specs.






Framed & renderedbox beam



bench seat

blockwork retainedgarden bed @ levelof pool coping


3000mm droppedceiling to Laundry& Butlers Pantry

3000mm droppedceiling to Laundry& Butlers Pantry

SECTION 1:100

5

F

POOL

binders @ 3000 centresCL

FL

CL

FL

CL

FL

CL

FL

W.I.R

L'DRYBUTLERS

PANTRYKITCHEN FAMILYDINING

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

Phone (07) 55 203 022Fax (07) 55 203 033






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OF

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N B

UIL

DIN

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TR

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RA

L IN

TE

GR

ITY

AN

D P

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FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

18 19


building designers

3320

2400

600

320

300

400

400

150 15

0

1200

720

3320

300

400

400

150 15

0

1200

720

900

600

300mm high plinth


Fixed glass & louvrecombination window


Selected Fireplace unit

FL

CL

FL

CL

FL

CL

FL

CL

TV recess

componentry recess

FIREPLACE / TV RECESS DETAIL 1:50-FINAL DETAIL T.B.C ON SITE BY BUILDER-SELECTED FIREPLACE TO BE INSTALLEDAS PER MANUFACTURERS SPECS.

Selected Fireplace

1000

400

2720

-302

0

1800

-200

0

tiling indicative only

150mm deep tiled showerniche, full width of shower

selected shower head,taps on opposite wall

150mm deep tiledshower niche, fullwidth of shower

FL

CL

FL

CL

tiled niche

TYPICAL SHOWER NICHE DETAIL 1:50DETAIL TO BE ADJUSTED TO SUIT SELECTED FIXTURESHEIGHTS TO BE ADJUSTED TO SUIT FINISHED CEILING HEIGHT

2720

-302

0

1000

150

1250

320

Standard wall mountedmirror panel

Recessed mirroreddoor cabinet

Wall hung vanity

Lighting recessunder cabinet

Lighting recessunder cabinet

Wall hung vanity

Recessed mirroreddoor cabinet

ALL toilets to haveconcealed cisterns

FL

CL

FL

CL

TYPICAL VANITY DETAIL 1:50DETAIL TO BE ADJUSTED TO SUIT SELECTED FIXTURESHEIGHTS TO BE ADJUSTED TO SUIT FINISHED CEILING HEIGHTMIRROR CABINETS TO BE WIDTH OF VANITY

BOX GUTTERING TO COMPLY WITH BCA PART 3.5.2. AND AS3500.2

fall to downpipesbase board to achieve requiredbox guttering on battened plywood

PARAPET DETAIL TYPICAL 1:20

60mm POLY-FOAM board

flashing continuous under

first roof batten

FLASHING DETAIL TYPICAL 1:20

Stramit Colorbond flashing to topof all BV walls continuous undergable end wall cladding

Selected cladding asnominated on elevations

Floor joists by engineer

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

Phone (07) 55 203 022Fax (07) 55 203 033






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DIN

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TE

GR

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AN

D P

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FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

ADRIAN HILL

DEVELOPMENTS

PROPOSED DWELLING

NUMBER 86


5248

RH

A 15/10/2013

B061113C121113D131113E201113F271113

SO

CUSTOM

1:100 @ A2

19 19


building designers

310

190

100

190

100190 1420

100

600 2100

350

1830

600

350

1830

150

110

2370

300

rendered conc.blockwork blades




GATEHOUSE

2400

300





FL

CL

FL

CL

GATEHOUSE ELEVATION 1 1:50

2400

750





FL

CL

FL

CL


2400

450





FL

CL

FL

CL


2400

300




FL

CL

FL

CL


Documents

PROPOSED DWELLING FOR ADRIAN HILL DEVELOPMENTS … · adrian hill developments number 86 cabana boulevard benowa job number - 5248 notes: * images are diagramatic only * refer to