5506 - LOT 120 FLINTWOOD ST - REV D - Mackay Council · lot 120 flintwood st rural view job number - 5506 general notes do not scale plans, use written dimensions only. the owner/builder

PROPOSED DUPLEX FOR

IGNITE HOMES

LOT 120

FLINTWOOD ST

RURAL VIEW

JOB NUMBER - 5506

NOTES:

* IMAGES ARE DIAGRAMATIC ONLY* REFER TO ELEVATIONS FOR DETAILS

tracyh

Received (Manual Date)

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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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120

FLINTWOOD STRURAL VIEW

5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO

THE LORD HOWE - MKIII

METRO FACADE

1:100 @ A3

2 19

building designersassociation of

queensland inc.

IGNITE HOMES PTY LTDA.B.N 52128355466QBCC - 1173465PO BOX 1159

TOOMBUL QLD 401207 3630 2924

DESCRIPTIONREV. DATE

WORKING DRAWINGS ISSUEDA 100414

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.

IGNITE HOMESLOT 120

FLINTWOOD ST

RURAL VIEW

JOB NUMBER - 5506

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 AND 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

PROPOSED DUPLEX FOR

CV

AMENDS TO WORKING DRAWINGSB 170414CV

AMENDS TO WORKING DRAWINGS - ADDED BLOCKING DETAILSC 280414CV

LANDSCAPING & GARDEN SHED ADDEDD 160514RH

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

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

3 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

REPORT STATUS DATE

WORKPLACE HEALTH & SAFETY REPORTCOMPLETED - DISCUSSED WITH & PROVIDED TOCLIENT ALONG WITH WORKING DRAWINGS 100414

IGNITE HOMESLOT 120

FLINTWOOD ST

RURAL VIEW

JOB NUMBER - 5506

b) SLIPPERY OR UNEVEN SURFACESFLOOR FINISHES

Specified finishes have been selected to minimise the risk of floors andpaved areas becoming slippery when wet or when walked on with wetshoes/feet. Any changes to the specified finish should be made inconsultation with the designer or, if this is not practical, surfaces with anequivalent or better slip resistance should be chosen.

The owner is responsible for the selection of surface finishes in thepedestrian trafficable areas of this building. Surfaces should be selected inaccordance 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 includedin the building which may be a hazard to workers carrying objects orotherwise occupied. Steps should be clearly marked with both visual andtactile warning during construction, maintenance, demolition and at all timeswhen the building operates as a workplace.Building owners and occupiers should monitor the pedestrian access waysand in particular access to areas where maintenance is routinely carried outto ensure that surfaces have not moved or cracked so that they becomeuneven and present a trip hazard. Spills, loose material, stray objects orany other matter that may cause a slip or trip hazard should be cleaned orremoved from access ways.Contractors should be required to maintain a tidy work site duringconstruction, maintenance or demolition to reduce the risk of trips and fallsin the workplace. Materials for construction or maintenance should bestored 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 islikely to involve persons working above ground level or above floor levels.Where this occurs one or more of the following measures should be takento avoid objects falling from the area where the work is being carried outonto persons below.

1. Prevent or restrict access to areas below where the workis 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 thestructure including fabricated steelwork, heavy panels and many othercomponents will remain standing prior to or after supporting parts are inplace. Contractors should ensure that temporary bracing or other requiredsupport is in place at all times when collapse which may injure persons inthe area is a possibility.

Mechanical lifting of materials and components during construction,maintenance or demolition presents a risk of falling objects. Contractorsshould ensure that appropriate lifting devices are used, that loads areproperly secured and that access to areas below the load is prevented orrestricted.

3. TRAFFIC MANAGEMENTParking of vehicles or loading/unloading of vehicles on this roadway maycause a traffic hazard. During construction, maintenance or demolition ofthis building designated parking for workers and loading areas should beprovided. Trained traffic management personnel should be responsible forthe supervision of these areas.

Construction of this building will require loading and unloading of materialson the roadway. Deliveries should be well planned to avoid congestion ofloading areas and trained traffic management personnel should be used tosupervise loading/unloading areas.

Busy construction and demolition sites present a risk of collision wheredeliveries and other traffic are moving within the site. A traffic managementplan supervised by trained traffic management personnel should beadopted for the work site.

4. SERVICESRupture of services during excavation or other activity creates a variety ofrisks including release of hazardous material. Existing services are located

on or around this site. Where known, these are identified on the plans butthe exact location and extent of services may vary from that indicated.Services should be located using an appropriate service (such as DialBefore 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 undergroundpower lines must be disconnected or carefully located and adequatewarning signs used prior to any construction, maintenance or demolitioncommencing.(in locations with overhead power lines )

Overhead power lines are near or on this site. These pose a risk ofelectrocution if struck or approached by lifting devices or other plant andpersons working above ground level. Where there is a danger of thisoccurring, power lines should be, where practical, disconnected orrelocated. Where this is not practical adequate warning in the form of brightcoloured 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 belifted by two or more workers or by mechanical lifting device. Where this isnot practical, suppliers or fabricators should be required to limit thecomponent mass.All material packaging, building and maintenance components shouldclearly show the total mass of packages and where practical all itemsshould be stored on site in a way which minimises bending before lifting.Advice should be provided on safe lifting methods in all areas where liftingmay occur.Construction, maintenance and demolition of this building will require theuse of portable tools and equipment. These should be fully maintained inaccordance with manufacturer’s specifications and not used where faulty or(in the case of electrical equipment) not carrying a current electrical safetytag. All safety guards or devices should be regularly checked and PersonalProtective Equipment should be used in accordance with manufacturer’sspecification.

6. HAZARDOUS SUBSTANCESASBESTOS

(for alterations to a building constructed prior to 1990)

This building was constructed prior to 1990 and therefore may containasbestos either in cladding material or in fire retardant insulation material.The builder should check and, if necessary, take appropriate action beforedemolishing, cutting, sanding, drilling or otherwise disturbing the existingstructure.(for alterations to a building constructed prior to 1986)

This building was constructed prior to 1986 and therefore is likely to containasbestos either in cladding material or in fire retardant insulation material.The builder should check and, if necessary, take appropriate action beforedemolishing, cutting, sanding, drilling or otherwise disturbing the existingstructure.

POWDERED MATERIALS

Many materials used in the construction of this building can cause harm ifinhaled in powdered form. Persons working on or in the building duringconstruction, operational maintenance or demolition should ensure goodventilation and wear Personal Protective Equipment including protectionagainst 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 treatedtimber within the structure. Dust or fumes from this material can be harmful.Persons working on or in the building during construction, operationalmaintenance or demolition should ensure good ventilation and wearPersonal Protective Equipment including protection against inhalation ofharmful material when sanding, drilling, cutting or using treated timber inany way that may cause harmful material to be released. Do not burntreated timber.

VOLATILE ORGANIC COMPOUNDS

Many types of glue, solvents, spray packs, paints, varnishes and somecleaning materials and disinfectants have dangerous emissions. Areaswhere these are used should be kept well ventilated while the material isbeing used and for a period after installation. Personal ProtectiveEquipment may also be required. The manufacturer’s recommendations foruse must be carefully considered at all times.

SYNTHETIC MINERAL FIBRE

Fibreglass, rockwool, ceramic and other material used for thermal or soundinsulation may contain synthetic mineral fibre which may be harmful ifinhaled or if it comes in contact with the skin, eyes or other sensitive partsor the body. Personal Protective Equipment including protection againstinhalation of harmful material should be used when installing, removing orworking near bulk insulation material.

TIMBER FLOORS

This building contains timber floors which have an applied finish. Areaswhere finishes are applied should be kept well ventilated during sandingand application and for a period after installation. Personal ProtectiveEquipment may also be required. The manufacturer’s recommendations foruse must be carefully considered at all times.

7. CONFINED SPACESEXCAVATION

Construction of this building and some maintenance on the building willrequire excavation and installation of items within excavations. Wherepractical, installation should be carried out using methods which do notrequire workers to enter the excavation. Where this is not practical,adequate support for the excavated area should be provided to preventcollapse. Warning signs and barriers to prevent accidental or unauthorisedaccess to all excavations should be provided.

ENCLOSED SPACES

Enclosed spaces within this building may present a risk to persons enteringfor construction, maintenance or any other purpose. The designdocumentation calls for warning signs and barriers to unauthorised access.These should be maintained throughout the life of the building. Whereworkers are required to enter enclosed spaces, air testing equipment andPersonal Protective Equipment should be provided.

SMALL SPACES

Some small spaces within this building will require access by constructionor maintenance workers. The design documentation calls for warning signsand barriers to unauthorised access. These should be maintainedthroughout the life of the building. Where workers are required to entersmall spaces they should be scheduled so that access is for short periods.Manual lifting and other manual activity should be restricted in smallspaces.

8. PUBLIC ACCESSPublic access to construction and demolition sites and to areas undermaintenance causes risk to workers and public. Warning signs and securebarriers to unauthorised access should be provided. Where electricalinstallations, excavations, plant or loose materials are present they shouldbe secured when not fully supervised.

9. OPERATIONAL USE OF BUILDINGThis building has been designed to requirements of the specific buildingclassification identified within the drawings. Where a change of use occursat a later date a further assessment of the workplace health and safetyissues should be undertaken, in accordance with the provisions of the WorkHealth and Safety Act 2011 or subsequent replacement Act.

(Where the specific use of the building is not known at the time of thecompletion of this report and a further assessment of the workplace healthand 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 ofPractice: Managing Electrical Risks at the Workplace, AS/NZ 3012 and alllicensing requirements.All work using Plant should be carried out in accordance with Code ofPractice: 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 particularcare be exercised when undertaking work involving steel construction andconcrete placement. All the above applies.

WORKPLACE HEALTH &

SAFETY REPORT

Compiled in accordace with Work Health andSafety Act 2011.

IDENTIFIED HAZARD AREAS

1. FALLS, SLIPS, TRIPSa) WORKING AT HEIGHTSDURING CONSTRUCTION

Wherever possible, components for this building should be prefabricatedoff-site or at ground level to minimise the risk of workers falling more thantwo metres. However, construction of this building will require workers to beworking at heights where a fall in excess of two metres is possible andinjury is likely to result from such a fall. The builder should provide asuitable barrier wherever a person is required to work in a situation wherefalling more than two metres is a possibility.

DURING OPERATION OR MAINTENANCE

Cleaning and maintenance of windows, walls, roof or other components ofthis building will require persons to be situated where a fall from a height inexcess of two metres is possible. Where this type of activity is required,scaffolding, ladders or trestles should be used in accordance with relevantcodes of practice, regulations or legislation.

Cleaning and maintenance of windows, walls, roof or other components ofthis building will require persons to be situated where a fall from a height inexcess of two metres is possible. Where this type of activity is required,scaffolding, fall barriers or Personal Protective Equipment should be used inaccordance with relevant codes of practice, regulations or legislation.

Anchorage points for portable scaffold or fall arrest devices have beenincluded in the design for use by maintenance workers. Any personsengaged to work on the building after completion of construction workshould be informed about the anchorage points.

PROPOSED DUPLEX FOR

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

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

4 19


queensland inc.


TOOMBUL QLD 401207 3630 292482

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820 720 820720

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2755

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3490

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PROPOSED SINGLE STOREY

2x UNIT DEVELOPMENT

Lot No. 120SITE AREA - 666Sq.mSITE COVERAGE - 35.58%PADRL - T.B.CFFLRL - T.B.C

Letterbox

Letter box

Fence & Gate

Fence & Gate

Electrical

mains

Proposed Boundaryline for Subdivision

1400mm x 800mmRubbish bin slab

2400mm x 1600mmClothes line slab.Clothesline to be bolted to wall

1200mm x600mm A/C slab

1400mm x 800mmRubbish bin slab

1200mm x600mm A/C slab

1200mm x 600mmA/C slab

1200mm x 600mmA/C slab

2400mm x 1600mm Clothes lineslab.Clothes line to be bolted to wall

Grey Concrete todriveway from boundary

to gutter

600mm x 600mm Hotwater system slab

600mm x 600mm Hotwater system slab

BINS

BINS

Sewer

ConnectionPoint

IL - 10.538

Electrical PitStormwaterConnection Point

Stormwater

ConnectionPoint

Water PipeWater

Connection Point

Stormwater Line

3000mm x2000mm shedslab

3000mm x2000mmshed slab

tap METERBOX

tap

taptap

To

Wa

ll

To

Fa

scia

To

Wa

ll

To

Fa

scia

To Wall

To Garage Wall

To Eave

To

Wa

ll

To

Fa

scia

To

Wa

ll

To

Wa

ll

Lot 125B

363.12Sq.m

Lot 125A

303.10Sq.m

5Sq.m

Garden bed

5Sq.m

Garden bed

A/C

A/C

A/C

A/C

A/C

A/C

A/CA/C

METERBOX

Stormwater Line

FL

IN

TW

OO

D

ST

RE

ET

SW

S

SW

WW

WW

SITE PLAN

SCALE 1:200 SHEET 4 OF 19 JOB NUMBER - 5506

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

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

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

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

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

00.000CUT

00.000

-----F.L

FILL

GL 00.000G.L

approx.

NOTES:* Discharge waste to connection point* Provide sediment control to site where req'd* Discharge stormwater to TANK, where possible,all other stormwater & overflow to kerb & channel* Meter box position T.B.C on site* All retaining walls by owner

**NOTE** ALL STORMWATER & DRAINAGE TO BE IN COMPLIANCE WITH BCA PARTS 3.1.2. & 3.5.2. ASWELL 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, THEN TO

BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDER SLAB.

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





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N.B

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BE

RS

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OR

AN

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ION

TO

AN

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T O

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DE

SIG

N W

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OID

AN

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SP

ON

SIB

ILIT

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OF

ST

UA

RT

OS

MA

N B

UIL

DIN

G D

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IGN

S F

OR

TH

E S

TR

UC

TU

RA

L IN

TE

GR

ITY

AN

D P

ER

FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

5 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

820

820

820

820 720 820720

820

820

820

520

820 820

820

820

12-15asw09-06asw

18-06adh

18-06adh

21-24 panelift door

12-24asw

21-24SD

21-24SD

06-18asw

09-06asw

21-24 panelift door

12-15asw

09-12asw

21-24SD

REF.

W.M.

PROV

W.M.

PROV

DW

PROV

REF. DW

PROV

D.P D.P D.PD.P

D.P

D.P

D.P

1000 22160

110130760 6070 5080 4790 3720 2500

230 5840 230 4850 110 4570 110 3490 230 2250 90 160

20090

153390

153390943

3501240

2301800 70 3000 90 2100 70

6001200

600250 3350 230

230 6000 70730 70

1000 70 3000 90 2100 70 700 5300 230

230 6800 70 12330 230

13200

450

3070

4530

40

4660

450

110

340

230

2840

230

4070

230

40

230

4200

230

340

110

450

160

90

2820

4570

160

90

4160

90

160

450

450

230

3450

70

3620

230

40

230 1000

70

3700

110

110

2060

70

1440

70

4070

230

40

230

1000

70

2130

70

1500

110

450

230

3000

70

980

90

3000

230

40

230

1000

70

3130

230

23160

9390 2020 3730 3060 2460 2500

230 9160 110 1800 110 3500 230 2830 230 2230 230 2500

230 3000 70530

70 193070 530

70 2930 70 1800 90 3520 230 2810 90 160 2460 2250 90 160

230 3600 70 93070930 70 3530 70 1000 800 90 3520 70 2990 230

240 760 230 6000 70730 70 600

1100600

250 7320 230

2000 110 9190 90

13200

450

3340

920

3340

40

3460

1200

450

110

340

230

3000

110

920

110

3000

230

40

230

3000

230

9702

30

340110

3790

920

350

6490

9009

0210

450

230

3000

70

980

90

3000

230

40

230

3000

230

1200

230

1900

70

1030

70

980

90

1530

701400

230

40

230

2360

70

700

70 1000

230

230

2400

70

530

70 9

80

90

3000

230

40

230 1000

70

3130

230

850110

130

90x90 Timberposts

Feature TimberPergola

Beam & Bulkhead over

Beam & Bulkhead overElectric HWS

Electric HWS

See sheet 14 forpartywall detail

ubo

Pantry

ubo

FW

FW

FW

ROBE

ROBE

LINEN

GARAGE

GARAGE

BED 3 BED 2 BED 1 ALFRESCO

LIVINGDINING

KITCHEN

PORCH

PERGOLA PORCH

BED 1KITCHEN

LIVING ALFRESCO

LINEN

W.I.R

W.I.R

tap hwsMETERBOX

M

M

tap

taptap hws

CSD

CSD

250m

m Breakfast Bar

250m

mB/Bar

2x/vsl/dr

2x/vsl/dr

2x/vsl/dr

UNIT 1

UNIT 2

BROOM

CSD

Pantry

A/C

A/C

A/C

A/C

A/C

A/C

A/CA/C

METERBOX

C

12

C

12

A

12

A

12

B

12

B

12

FLOOR AREAS

UNIT 1LOWER LIVING AREA:GARAGE:ALFRESCO:PORCH:TOTAL:

UNIT 2LOWER LIVING AREA:GARAGE:ALFRESCO:PORCH:PERGOLA:TOTAL:

GRAND TOTAL:

PERIMETER:

101.84 sq.m22.82 sq.m9.39 sq.m2.19 sq.m

136.24 sq.m

62.90 sq.m23.59 sq.m11.65 sq.m1.91 sq.m5.38 sq.m

105.42 sq.m

241.66 sq.m26.01 sqs69.720LM

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 Clear* 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 electric*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 PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

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





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BU

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ING

DE

SIG

NS

N.B

ALL

WR

ITT

EN

DIM

EN

SIO

NS

TA

KE

PR

EC

ED

EN

CE

OV

ER

SC

ALE

D S

IZE

S

BE

WA

RN

ED

: S

UB

ST

ITU

TIO

N O

F A

NY

ST

RU

CT

UR

AL M

EM

BE

RS

, A

ND

OR

AN

Y V

AR

IAT

ION

TO

AN

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AR

T O

F T

HE

DE

SIG

N W

ILL V

OID

AN

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RE

SP

ON

SIB

ILIT

IES

OF

ST

UA

RT

OS

MA

N B

UIL

DIN

G D

ES

IGN

S F

OR

TH

E S

TR

UC

TU

RA

L IN

TE

GR

ITY

AN

D P

ER

FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

6 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

10 degree Colorbond custom orb roof sheeting + Sarking

Colorbond fascias,gutters & PVC downpipes

10 degree Colorbond custom orb roof sheeting + sarking

190x45 H3 roughheader treated Pine

Beam

140x45 H3 rough headertreated Pine Beam

90x90 LaminatedHWD Posts


roof fall

roof fall

roof fall

roof fall

C

12

C

12

A

12

A

12

B

12

B

12


ROOF PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

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





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SIV

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RT

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F S

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AN

BU

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ING

DE

SIG

NS

N.B

ALL

WR

ITT

EN

DIM

EN

SIO

NS

TA

KE

PR

EC

ED

EN

CE

OV

ER

SC

ALE

D S

IZE

S

BE

WA

RN

ED

: S

UB

ST

ITU

TIO

N O

F A

NY

ST

RU

CT

UR

AL M

EM

BE

RS

, A

ND

OR

AN

Y V

AR

IAT

ION

TO

AN

Y P

AR

T O

F T

HE

DE

SIG

N W

ILL V

OID

AN

Y

RE

SP

ON

SIB

ILIT

IES

OF

ST

UA

RT

OS

MA

N B

UIL

DIN

G D

ES

IGN

S F

OR

TH

E S

TR

UC

TU

RA

L IN

TE

GR

ITY

AN

D P

ER

FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

7 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

2440

160


90x90 TimberPosts

Selected 'LINEA' Boardcladding with wall insulation

RenderedBrickwork

Powdercoated aluminiumwindows & SGDs

Painted FCSheeting


FL FL

CL CL

inc 40 fascia

ELEVATION 1 1:100

2440

200

490490

10 degree Colorbond custom orb roof sheeting+ sarking

90x90 TimberPosts


RenderedBrickwork


Painted FCSheeting


FL FL

CL CL

inc 40 fascia inc 40 fascia

Upstand

ELEVATION 2 1:100


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





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AN

BU

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ING

DE

SIG

NS

N.B

ALL

WR

ITT

EN

DIM

EN

SIO

NS

TA

KE

PR

EC

ED

EN

CE

OV

ER

SC

ALE

D S

IZE

S

BE

WA

RN

ED

: S

UB

ST

ITU

TIO

N O

F A

NY

ST

RU

CT

UR

AL M

EM

BE

RS

, A

ND

OR

AN

Y V

AR

IAT

ION

TO

AN

Y P

AR

T O

F T

HE

DE

SIG

N W

ILL V

OID

AN

Y

RE

SP

ON

SIB

ILIT

IES

OF

ST

UA

RT

OS

MA

N B

UIL

DIN

G D

ES

IGN

S F

OR

TH

E S

TR

UC

TU

RA

L IN

TE

GR

ITY

AN

D P

ER

FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

8 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

2440

160



RenderedBrickwork


Painted timberfeature pergola

90x90 TimberPosts

350x350Renderedcolumn


350x350 Renderedcolumn

FL FL

CL CL

inc 40 fascia

ELEVATION 3 1:100

2440

200


RenderedBrickwork




Painted timber featurepergola

Selected 'LINEA'Board cladding

350x350Rendered column

FLFL

CLCL

Upstand

ELEVATION 4 1:100


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





TH

IS D

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IGN

IS

TH

E E

XC

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SIV

E P

RO

PE

RT

Y O

F S

TU

AR

T O

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AN

BU

ILD

ING

DE

SIG

NS

N.B

ALL

WR

ITT

EN

DIM

EN

SIO

NS

TA

KE

PR

EC

ED

EN

CE

OV

ER

SC

ALE

D S

IZE

S

BE

WA

RN

ED

: S

UB

ST

ITU

TIO

N O

F A

NY

ST

RU

CT

UR

AL M

EM

BE

RS

, A

ND

OR

AN

Y V

AR

IAT

ION

TO

AN

Y P

AR

T O

F T

HE

DE

SIG

N W

ILL V

OID

AN

Y

RE

SP

ON

SIB

ILIT

IES

OF

ST

UA

RT

OS

MA

N B

UIL

DIN

G D

ES

IGN

S F

OR

TH

E S

TR

UC

TU

RA

L IN

TE

GR

ITY

AN

D P

ER

FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

9 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

820

820820

820 720 820720

820

820

820

520

820 820

820

820

12-15asw09-06asw

18-06adh

18-06adh

21-24 panelift door

12-24asw

21-24SD

21-24SD

06-18asw

09-06asw

21-24 panelift door

12-15asw

09-12asw

21-24SD

D.P D.P D.PD.P

D.P

D.P

D.P

Electric HWS

Electric HWSVent to Eaves

Vent to Eaves

Vent to Eaves

Vent to EavesVent to Eaves

Vent to Eaves

spp for remotecontrolled paneliftdoor two handsets

supplied

tap hwsMETERBOX

M

M

tap

taptap hws

TV

TV

spp for remotecontrolled paneliftdoor two handsets

supplied

spp forHP

spp for DW

spp for REF

spp forR'HOOD

spp forHP

spp for DW

spp forREF

spp forR'HOOD

A/C

A/C

A/C

A/C

A/C

A/C

Round Fluro

RoundFluro Round

Fluro

RoundFluro

A/CA/C

METERBOX

ELECTRICAL PLAN

SCALE 1:100CLIENT WITH ELECTRICIANCONFIRMED ON SITE BYELECTRICAL 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

SINGLE GPO'S - 300 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

DOUBLE GPO'S - 1050 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 80% min. ENERGY EFFICIENT LIGHTING

AS PER QUEENSLAND DEVELOPMENT CODE GUIDELINES

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





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N.B

ALL

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DIM

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TA

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PR

EC

ED

EN

CE

OV

ER

SC

ALE

D S

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S

BE

WA

RN

ED

: S

UB

ST

ITU

TIO

N O

F A

NY

ST

RU

CT

UR

AL M

EM

BE

RS

, A

ND

OR

AN

Y V

AR

IAT

ION

TO

AN

Y P

AR

T O

F T

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DE

SIG

N W

ILL 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

E S

TR

UC

TU

RA

L IN

TE

GR

ITY

AN

D P

ER

FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

10 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

TRUSSES & LINTELS AS PER

TRUSS MANUFACTURERS

SPECIFICATIONS

TB

P1

0.6

TBP1 0.9

TBP1 0.9

TBP1 0.9TBP1 0.9

TBP1 0.9

TBP1 0.9

TBP1 0.9

TB

P1

0.9

TB

P1

0.9

TB

P1

0.9

TB

P1 0

.9

TB

P1

0.6

TB

P1

0.9

TB

P1 0

.9

TB

P1

0.9

TB

P1

0.9

TB

P1

0.6

TB

P1

0.9

TB

P1

0.9

TB

P1

0.9

TB

P1

0.9

TB

P1

0.9

TB

P1

0.9

TB

P1

0.9

TB

P1 0

.9

TB

P1

0.9

TB

P1

0.9

TB

P1 0

.9T

BP

1 0

.9

TB

P1

0.9

TB

P1

0.9

TB

P1 0

.9

TB

P1

0.9

TB

P1

0.9

TB

P1

0.9

TB

P1

0.9 T

BP

1 0

.9

TB

P1

0.9

TB

P1 0

.9

TB

P1 0

.6

TBP1 0.9

TBP1 0.9TBP1 0.9

TBP1 0.9

Bracing Panels on party wall tobe placeed on outside of wall, do

not pack wallBracing Panels on party wallto be placeed on outside of

wall, do not pack wall

M

M

*

*

*

*

**

*

*

*

*

*

*

****

***

2/190x35 MGP12

2/190x35 MGP12

140x35

MGP12

140x35

MGP12

140x35

MGP12

140x35

MGP12

190x35 MGP12

2/140x35 MGP12 (Continuous)195x65

Hynebeam 17C

195x65Hynebeam 17C

2/140x35 MGP12190x35MGP12

140x35MGP12

195x65 Hynebeam 17C

140x35MGP12

2/190x35 MGP12

195x65 Hynebeam 17C

230x65 Hynebeam 17C

140x35MGP12

2/140x35MGP12

W B1

W B1

W B 1

W B 1

W B 1

W B 1

W B1

W B1

195x65 Hynebeam 17C

2/190x35 MGP12

2/190x35 MGP12

BRACING PLAN

SCALE 1:100

TIMBER FRAME & TRUSSES2440mm PITCHING HEIGHT10 Deg ROOF PITCHCOLORBOND SHEET ROOF

NOTE:* Provide three studs under each end ofTG's, provide four studs under each end ofGT's.* Hardwood top plate under GT's, TG's andunder loadbearing points.* Edge nailng of ply brace to be at 50mmcentres, no tiedown rods are required.* M12 rods to brick piers, typical, cavityfilled.* ALL 600mm TB4B panels to have an M12rod to each end.

C2/SRNOTES:* Engineer to specify ALL roof strapping and any

additional bracing that may be reqd.

* Brickwork & galv. lintel over external openings 3000mm

wide or less, rendered harditex over openings greater

ALL LINTELS UNDER POINT LOADS TO BE CONFIRMED BY TRUSS MANUFACTURER / ENGINEER

BRACING SCHEDULE

TBP1/ 0.9 INDICATES A 0.9M LONG TIMBER BRACING WALLSHEETED ON ONE SIDE WITH STRUCTURAL "PLYWOOD" (OR EQUIV.)INSTALLED STRICTLY IN ACCORDANCE WITH AS 1684.3-TABLE 8.18 (h) TO DEVELOP 6.4kN /M RACKING RESTRAINT.

"." INDICATES REQUIRED LOCATION OF 1/M12HOLD DOWN ROD CONNECTING TOP PLATE TO SLAB.

" * "INDICATES REQUIRED LOCATION OF 1/M16

HOLD DOWN ROD CONNECTING TOP PLATE TO SLAB

WB1- 1/30 x 0.8 GI STRAP WIND BRACE TO UNDERSIDE TO TRUSSES 2- NAILS TO EACH TRUSS, 6- NAILS (LOOPED) EACH END.

TBP2/ 2.7 INDICATES A 1.8M LONG TIMBER BRACING WALLSHEETED ON ONE SIDE WITH STRUCTURAL "PLYWOOD" (OR EQUIV.)INSTALLED STRICTLY IN ACCORDANCE WITH AS 1684.3-TABLE 8.18 (i) TO DEVELOP 8.7kN /M RACKING RESTRAINT.

TBP1/ 0.6 INDICATES A 0.6M LONG TIMBER BRACING WALLSHEETED ON ONE SIDE WITH STRUCTURAL "PLYWOOD" (OR EQUIV.)INSTALLED STRICTLY IN ACCORDANCE WITH AS 1684.3-TABLE 8.18 (h) TO DEVELOP 6.4kN /M RACKING RESTRAINT.

TBP1/ 1.8 INDICATES A 1.8M LONG TIMBER BRACING WALLSHEETED ON ONE SIDE WITH STRUCTURAL "PLYWOOD" (OR EQUIV.)INSTALLED STRICTLY IN ACCORDANCE WITH AS 1684.3-TABLE 8.18 (h) (METHOD A) TO DEVELOP 6.4kN /M RACKING RESTRAINT.FIXING OF BOTTOM PLATE TO FLOOR FRAME OR SLAB: M12 RODS,PLUS A 13kN CAPACITY CONNECTION AT MAX. 1200MM CENTRES

" "INDICATES REQUIRED LOCATION OF A 13kN CAPACITY

CONNECTION, CONNECTING BOTTOM PLATE TO SLAB

ALL COMPONENTS AND CONNECTIONS INCLUDING FRAMING, TIE - DOWN ANDBRACING TO BE OF A STANDARD, NO LESS THAN C2 WIND CLASSIFICATION

AND COMPLY WITH AS1684.3 - 2010 AND JD5 JOINT GROUP FOR ALL PINE

TIMBER NOT MGP12 OR ABOVE. ALL FRAMING TO BE DESIGNED TO SUITSPECIFIED TIE-DOWN

LOOPED STRAP AROUND LINTEL/TOP PLATE TO BE

INSTALLED WITHIN 100MM OF EVERY TRUSS WHERE

TRUSS IS SITUATED ABOVE OPENING

BRACING REQUIRED

BRACING PROVIDED

BRACING REQUIRED

111.70 kN

115.20 kN

37.20 kN

BRACING PROVIDED 40.32 kN

UNIT 1

BRACING REQUIRED

BRACING PROVIDED

BRACING REQUIRED

106.10 kN

72.96 kN

21.05 kN

BRACING PROVIDED 23.04 kN

UNIT 2

UNIT 2

UNIT 1

BRACING IN THISDIRECTION TO BECOMPLETED BY

ENGINEER FROMLACK OF WALL SPACE

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





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OF

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UIL

DIN

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TE

GR

ITY

AN

D P

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FO

RM

AN

CE

OF

TH

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UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

11 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

2 4 0 4 4 DI A

G O N A L DI M

E N S I ON

820

900

1000 910

900

710

1000 1900 1000

900

2460

900 2580

1235

410

2745

5040

23160

9390 2020 3730 3060 2460 2500

2810 90 160 2460 2250 90 160

13200

450

3340

920

6840

1200

450

3340

1270

6490

900

90

210

3340

920

350

2000

1200

450

23160

1000 6070 5080 4790 3720 2500

350 650 901533

901533

901143

3501240 13590 2250 90 160

13200

450

3070

4570

4660

450

160

90

2820

4570

160

90

4160

90

160

450

850

350

Slab & footing design toengineers detail

Selected termite protectionsystem to underside of slab,perimeter & penetrations, inaccordance with AS 3660.1

tub

tub

sink

basin wc

shower

sink

basinwc

shower

shower

basinwc

fw

fw

fw

PADRL - t.b.cFFLRL - t.b.c

(all levels t.b.c on site)

100mmstepdown

100mmstepdown

100mmstepdown

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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OF

ST

UA

RT

OS

MA

N B

UIL

DIN

G D

ES

IGN

S F

OR

TH

E S

TR

UC

TU

RA

L IN

TE

GR

ITY

AN

D P

ER

FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

12 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

2440

200

49049010 degree Colorbond

custom orb roof sheeting +sarking


RenderedBrickwork

Slab & footings as perengineers design

10 degree Colorbond custom orb roof sheeting +sarking

Party wall to extend to underside of roofwith mineral fibre or other fire resistingmaterial packed under sheeting Seesheet 14 for partywall detail

Plasterboard lining towalls & ceiling


SECTION 1:100

5

FL

CL

FL

CL

C

inc 40 fasciainc 40 fascia

Binders @ 3000 CtrsBinders @ 3000 Ctrs

BED 1 DINING BED 1

UNIT 1 UNIT 2

Upstand

2440


350x350Renderedcolumn

Slab & Footings asper engineers design


90x90 TimberPosts



SECTION 1:100

5

FL

CL

FL

CL

B

inc 40 fascia

GARAGEBED 1KITCHENLIVINGALFRESCOUNIT 2

BATH

100mmstepdown

Binders @ 3000 Ctrs

2440

200 16010 degree Colorbond custom orb roof sheeting + sarking

90x90 TimberPostsRendered

Brickwork


Slab & Footings as perengineers design



SECTION 1:100

5

FL

CL

FL

CL

A

inc 40 fascia inc 40 fascia

BED 3 BED 2 BED 1 ALFRESCOBATH ENSUNIT 1

100mmstepdown

Binders @ 3000 Ctrs

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





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OF

ST

UA

RT

OS

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N B

UIL

DIN

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S F

OR

TH

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RA

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TE

GR

ITY

AN

D P

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FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

13 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

2440

1800

300

340

2100

340

900

600

940

900

750

450

340930 600

Corner doorFL

CL

FL

CL

REF.Space Only

Rangehood

Cooktop

UBO

Pantry

KITCHEN ELEVATION 1 - UNIT 2 1:502440

2100

340

900

600

600

340

1000 600

Corner DoorFL

CL

FL

CL

REF. SpaceOnly Pantry


2440

900

600

600

340

900

750

450

340

FL

CL

FL

CL

Rangehood

Cooktop

UBO


2440

900

600

600

340

Corner DoorFL

CL

FL

CL

Sink

DW SpaceOnly


2440

900

600

600

340

Corner doorFL

CL

FL

CL

Sink


2440

900

1540

FL

CL

FL

CL

DW SpaceOnly


450mm WIDE UNLESS OTHERWISE NOTED.

TO BE 300mm WIDE & KITCHEN DRAWERS TO BE

CABINETMAKERS DISCRETION, VANITY DRAWER

* DOOR SWINGS & CUPB'DS CONFIGURATIONS TO

NOTE:

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





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TO

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OID

AN

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ON

SIB

ILIT

IES

OF

ST

UA

RT

OS

MA

N B

UIL

DIN

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RA

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TE

GR

ITY

AN

D P

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FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

14 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

Stud Wall

110 Brickwork

40mm Cavity

50mm Cavity

8mmExpansion joint

8mmExpansion joint

Stud Wall

110 Brickwork

40mm Cavity

50mm Cavity

End Party Wall Details 1:50

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





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ON

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OF

ST

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N B

UIL

DIN

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TE

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ITY

AN

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FO

RM

AN

CE

OF

TH

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UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

15 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

820

820

820

820 720 820720

820

820

820

520

820 820

820

820

12-15asw09-06asw

18-06adh

18-06adh

21-24 panelift door

12-24asw

21-24SD

21-24SD

06-18asw

09-06asw

21-24 panelift door

12-15asw

09-12asw

21-24SD

REF.

W.M.

PROV

W.M.

PROV

DW

PROV

REF. DW

PROV

D.P D.P D.PD.P

D.P

D.P

D.P

Electric HWS

Electric HWS

ubo

ubo

FW

FW

FW

tap hwsMETERBOX

M

M

tap

taptap hwsA/C

A/C

A/C

A/C

A/C

A/C

WET AREA TILES = 15.75Sq.m(incl. showers and under vanities)

EXTRERIOR TILES MAIN FLOOR TILES = 76.69Sq.m

CARPET = 48.72Sq.m

PLAIN CONCRETE

A/CA/C

METERBOX

FLOOR COVERINGS PLAN

SCALE 1:100

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





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TO

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OID

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ON

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OF

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DIN

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AN

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FO

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AN

CE

OF

TH

E B

UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

16 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

820

820

820

820 720 820720

820

820

820

520

820 820

820

820

12-15asw09-06asw

18-0

6adh

18-0

6adh

21-2

4 p

anelif

t doo

r

12-2

4asw

21-24SD

21-2

4SD

06-18asw

09-06asw

21-2

4 p

anelif

t doo

r

12-15asw

09-12asw

21-2

4SD

D.P D.P D.PD.P

D.P

D.P

D.P

278° 7

' 0"

19.0

35

188° 7' 0" 35

98° 7

' 0"

19.0

35

188° 7' 0" 35

600mm x1200mm Slab

600mm x1200mm Slab

600mm x1200mm Slab

600mm x 1200mmSlab

1600mm x2400mm Slab

1600mm x2400mm Slab

Grey Concrete todriveway from boundaryto gutter

600mm x600mm Slab

800mm x1400mm Slab

800mm x1400mm Slab

600mm x 600mm Slab

3000mm x 2000mm Slab

3000mm x 2000mm Slab

tap METERBOX

tap

taptap A/C

A/C

A/C

A/C

A/C

A/C

A/CA/C

METERBOX

FL

IN

TW

OO

D

ST

RE

ET

1200

600

1200

600

600 1200

600

2400

1600

1200

600

4755 5000 1000

1730

450

5000

510

6490

4480

1200

4755 5000 5480

2400

1600

1400

800

800

1400

600

600

3000

2000

3000

2000

0.72 m2

0.72 m2

3.84 m2

0.72 m2

40.47 m2

0.72 m2

3.84 m2

23.78 m2

0.36 m2

1.12 m2

1.12 m2

0.36 m2

6.00 m2 6.00 m2

Grey Concrete to driveway fromboundary to gutter

EXPOSED AGG -

53.99Sq.m

A/C SLAB

A/C SLAB

HWS / A/C SLAB

A/C SLAB

CLOTHES LINESLAB

CLOTHESLINE SLAB

DRIVEWAY &PERGOLA

GREY CONCRETE

23.78Sq.m

RUBBISH BIN SLAB

RUBBISH

BIN SLAB

HWS SLAB

SHEDSLAB

SHEDSLAB

EXTERNAL CONCRETE PLAN

SCALE 1:100

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





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OID

AN

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ON

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OF

ST

UA

RT

OS

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DIN

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S F

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RA

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TE

GR

ITY

AN

D P

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FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

17 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

2440

500

500

450

400

400

2440

500

450

400

400

400

2440

1750

2440

900

2440

750

750

2440

2100

2440

2440

210

8501150

8501150

FL

CL

FL

CL

FL

CL

FL

CL

FL

CL

FL

CL

FL

CL

FL

CL

70x3570x3570x35

70x3570x3570x35

70x3570x3570x35

FL

CL

FL

CL

70x3570x3570x35

FL

CL

FL

CL

70x3570x3570x35

70x3570x3570x35

BROOM / LINEN SHELVINGDETAIL 1:50

ROBE SHELF DETAIL

1:50

TOILET ROLL HOLDER SOLID

BLOCKING DETAIL 1:50

TOWEL RAIL SOLID BLOCKING

DETAIL 1:50

DRYER SOLID BLOCKINGDETAIL 1:50

ROBE SHELF DETAIL

1:50

FL

CL

FL

CL

FL

CL

FL

CL

BALASTRADE INTERNAL &

ENTERNAL NOGGING DETAIL 1:50

STAIR HANDRAIL NOGGING

DETAIL 1:50

70x3570x3570x3570x35

70x3570x3570x35

70x3570x3570x3570x35

All Measurements to top

of shelf

All Measurements to top

of shelf

All Measurements

to top of shelf

Sheathed panels shallbe connected tosub-floor/slab

Horizontal butt jointspermitted. Provide nailfixed to nogging as shown

Indicates 30x2.8mm diagalv. Flat head nails(spacings as shown)or equivalentBRACING SHEET NTS

Fix bith ends of bracingwall with 1/M12botl & at 1200crs Max.

Bottom truss chord

2/No. 14 Type 17 Batten screwsthru 70x35 MGP10 shear blocksfit snug to nogging. typ.

Non load bearingwall

TRUSSES PARALLEL TO NON LOAD BRACING WALL

Gap to truss

2/30x 0.8mm G.I Strapswith 6/2.8mm dia nailseach end

Internal bracing wall

External wall

TYPICAL INTERNAL - EXTERNAL BRACING WALL FIXING1:20

1:20

Bracing wall

Bottom chord of truss

TRUSSES PERPENDICULAR TO NON LOAD BRACING WALL

70x35 MGP10 Blocking each sideof truss bottom chros with2/No.14 Type 17 batten screws totop plate. Fit blockingsnug to truss chord

1:20

WITNESS DATE

amendmentsdesign drawn by

date

scales

job number

of

Phone (07) 55 203 022Fax (07) 55 203 033PO Box 2845 Burleigh HeadsDC Qld 4220

ABN 73 097 995 616QLD 4219

BSA License No: 1129687Email: [email protected]

PLEASE READ CAREFULLY

IN THE INITAL AGREEMENT AND I UNDERSTAND CHANGES

THIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO

HEREAFTER MAY NOT BE POSSIBLE. THESE PLANS

SUPERSEDE ALL OTHER PREVIOUS PLANS OR SKETCHES.

OWNER/S

Contractor to verify dimensions. Notify designers ofdiscrepancies. Failure to do

so shall void the designers responsibilities.

dimensions take preference.© Copyright reserved in part or whole. Written

THIS DESIGN IS THE EXCLUSIVE PROPERTY OF STUART OSMAN BUILDING DESIGNS

N.B ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES RESPONSIBILITIES OF STUART OSMAN BUILDING DESIGNS FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BUILDING

BE WARNED: SUBSTITUTION OF ANY STRUCTURAL MEMBERS, AND OR ANY VARIATION TO ANY PART OF THE DESIGN WILL VOID ANY

Address: 2/71 Township

Drive, West Burleigh,

sheet #

checked by

Top Plate

(TYP)

(TYP)

(TYP)

(TYP)

Note: Provide one (1) strap only for designated ' teco' bracing wall panels

Gap to truss

Gap to truss

Non load bearing bracingwall

120x35 nogging

Nailing plates or framinganchor (legs not bent) toeither end of nogging 2/No.14Type 17 batten screws either end

2/ No.14 Type 17 battenscrews thru 70x 35 MGP10shear blocks fit snug to nogging. typ.

TRUSSES PARALLEL TO NON BEARING WALL

Line of Prefabricated gangnail roof trussesat 600 crs Max. Fixed at top plate and or roof beamsin accordance with roof manufact. Specifications

Sheet roof by others

1/ 35x70 (MGP12) Common Stud Max. Height 2700Construct in accordance with AS 1684.3 c2Residential timber framed construction

Pitch to Arch Specification

35x70 (MGP12) Roof battens at 600crs. Fix with1/No. 14 Type 17 battern screw to rafters and or trusses.

2/ 45x70 (MGP12) (7500 RLW) Top plate rafters/ trussesmust be supported directly over studs within 105mm(1.5 times the thickness of the top plate),from the studs. All holds done rods to be positioned no more than100mm from face of truss (900 crs. MAX)

or

as n

om

inate

d

or

as n

om

inate

d

waffle pod slab as per engineers design

with exposed edge for visual inspection

@ max 1800 centresfrom top plate to lintel

to have looped strapWindows > 1800 wide

sarking to roof where applicable

or as nominated on plans

90mm cornice, paint finish as selected

timber architrave, as selected

aluminium framed window as selected

-

D1

GI partition bracket

manufacturers printed specificationsRoof trusses @ 600mm centres as per truss

FL

CL

flashing & weephole

brick on edge sill

4.5mm FC soffit lining, paint finish as selected

bottom platesDPC to underside of

per section 1.4 of the BCAflashing & weephole as

320

2120

2440

moisture barrier

50mm sand bed

600

metal fascia & gutter

T.B.C by engineer

brick veneer wall

Termi-mesh or similar to all slab

penetrations & perimeter

CV

THE LORD HOWE - MKIII METRO FACADE

5506

IGNITE HOMES

LOT 120 FLINTWOOD ST

RURAL VIEW A 10/04/14

18181:100 @ A3

******SO

STRESS

GRADE 450MM 600MM

STUD SPACING

F8

F11

F14

F27

7 9

76

4

4

6

4.5

PLYWOOD THICKNESS (MM)

TYPICAL CONNECTION DETAILS 1:20

1/35x70 (MGP12) To be fully supported

Line of slab and footing system

as detailed as before

Line of M12 hold down rod at location shown on plan.

(Position at all corners,100mm Max.

From last stud beside openings and within 100mm

Max. From all locations generally

from tp plate to stud.

C2 / SHEET / Brick Veneer

WALL CLADDING ASNOMINATED ON PLANS

Refer to architectural specification for all set-out dimension, finishings, flashings, waterproofings etc.

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

PROPOSED DUPLEX

LOT 120


5506

CV

A 10/04/14

B-170414

C-280414

D-160514

SO


METRO FACADE

1:100 @ A3

19 19


queensland inc.


TOOMBUL QLD 401207 3630 2924

278° 7

' 0"

19.0

35

188° 7' 0" 35

98° 7

' 0"

19.0

35

188° 7' 0" 35

Grey concreteto council verge

Garden shed

2.0x3.0m

Garden shed

2.0x3.0m

Garden bed with shade tree shrubs and ground cover,100mm organic mulch over topsoil

Letterboxes

Private Open Space

Private Open Space1800mm high timber fencing

tap

tap

taptap

FL

IN

TW

OO

D

ST

RE

ET

BUILDING ENVELOPE

BUILDING ENVELOPE

- turf over topsoil

- garden bed

- exposed agg. concrete

- grey concrete

- 1800mm treated timber fencing

SYMBOL BOTANICAL NAME

PLANTING SCHEDULE

CORDYLINE

CROTON

STRELITZIA

QUANTITY

4

4

4140mm

140mm

140mm

POT SIZEmm

TUCKEROO 445 litre

TUCKEROO CORDYLINE CROTON STRELITZIA

LANDSCAPING PLAN

SCALE 1:200 SHEET 19 OF 19 JOB NUMBER - 5506

Documents

5506 - LOT 120 FLINTWOOD ST - REV D - Mackay Council · lot 120 flintwood st rural view job number - 5506 general notes do not scale plans, use written dimensions only. the owner/builder