PROPOSED VILLAS FOR PINK & JADE Pty. Ltd....PINK & JADE Pty. Ltd. NUMBER 5 RUDDER COURT MERMAID...

PINK & JADE Pty. Ltd.

NUMBER 5

RUDDER COURT

MERMAID WATERS

JOB NUMBER - 5786

NOTES:

* IMAGES ARE DIAGRAMATIC ONLY

* REFER TO ELEVATIONS FOR DETAILS

PROPOSED VILLAS 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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DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF


PROPOSED VILLAS

NUMBER 5

RUDDER COURT

MERMAID WATERS

5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

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1:100 @ A2

2 19

queensland inc.association of

building designers

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


PROPOSED VILLAS

NUMBER 5

RUDDER COURT

MERMAID WATERS

5786

RH

A 03/12/2014

B091214

C020215

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building designers

DESCRIPTIONREV. DATE

PRELIMINARY PLANS ISSUEDA 031214

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.

PINK & JADE Pty. Ltd.NUMBER 5

RUDDER COURT

MERMAID WATERS

JOB NUMBER - 5786

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

PROPOSED VILLAS FOR

RH

FLOOR LEVEL AMENDED AS PER FLOOR REPORTB 091214RH

INT. AMENDMENTS + PUSH CARPORT BACK TO MAIN DWELLINGC 020215RH

AMENDS TO PRELIMS - REMOVED ROOF DECK & ENTERTAININGD 110315CV

WORKING DRAWINGS ISSUEDE 090415CV

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


PROPOSED VILLAS

NUMBER 5

RUDDER COURT

MERMAID WATERS

5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

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building designers

REPORT STATUS DATE

WORKPLACE HEALTH & SAFETY REPORTCOMPLETED - DISCUSSED WITH & PROVIDED TOCLIENT ALONG WITH WORKING DRAWINGS 090415

PINK & JADE Pty. Ltd.NUMBER 5

RUDDER COURT

MERMAID WATERS

JOB NUMBER - 5786

b) SLIPPERY OR UNEVEN SURFACES

FLOOR FINISHES

Specified finishes have been selected to minimise the risk of floors and

paved areas becoming slippery when wet or when walked on with wet

shoes/feet. Any changes to the specified finish should be made in

consultation with the designer or, if this is not practical, surfaces with an

equivalent or better slip resistance should be chosen.

The owner is responsible for the selection of surface finishes in the

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

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

STEPS, LOOSE OBJECTS AND UNEVEN SURFACES

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

in the building which may be a hazard to workers carrying objects or

otherwise occupied. Steps should be clearly marked with both visual and

tactile warning during construction, maintenance, demolition and at all times

when the building operates as a workplace.

Building owners and occupiers should monitor the pedestrian access ways

and in particular access to areas where maintenance is routinely carried out

to ensure that surfaces have not moved or cracked so that they become

uneven and present a trip hazard. Spills, loose material, stray objects or

any other matter that may cause a slip or trip hazard should be cleaned or

removed from access ways.

Contractors should be required to maintain a tidy work site during

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

in the workplace. Materials for construction or maintenance should be

stored in designated areas away from access ways and work areas.

2. FALLING OBJECTSLOOSE MATERIALS OR SMALL OBJECTS

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

likely to involve persons working above ground level or above floor levels.

Where this occurs one or more of the following measures should be taken

to avoid objects falling from the area where the work is being carried out

onto persons below.

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

is being carried out.

2. Provide toeboards to scaffolding or work platforms.

3. Provide protective structure below the work area.

4. Ensure that all persons below the work area have

Personal Protective Equipment.

BUILDING COMPONENTS

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

structure including fabricated steelwork, heavy panels and many other

components will remain standing prior to or after supporting parts are in

place. Contractors should ensure that temporary bracing or other required

support is in place at all times when collapse which may injure persons in

the area is a possibility.

Mechanical lifting of materials and components during construction,

maintenance or demolition presents a risk of falling objects. Contractors

should ensure that appropriate lifting devices are used, that loads are

properly secured and that access to areas below the load is prevented or

restricted.

3. TRAFFIC MANAGEMENTParking of vehicles or loading/unloading of vehicles on this roadway may

cause a traffic hazard. During construction, maintenance or demolition of

this building designated parking for workers and loading areas should be

provided. Trained traffic management personnel should be responsible for

the supervision of these areas.

Construction of this building will require loading and unloading of materials

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

loading areas and trained traffic management personnel should be used to

supervise loading/unloading areas.

Busy construction and demolition sites present a risk of collision where

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

plan supervised by trained traffic management personnel should be

adopted for the work site.

4. SERVICESRupture of services during excavation or other activity creates a variety of

risks including release of hazardous material. Existing services are located

on or around this site. Where known, these are identified on the plans but

the exact location and extent of services may vary from that indicated.

Services should be located using an appropriate service (such as Dial

Before You Dig), appropriate excavation practice should be used and,

where necessary, specialist contractors should be used.

(in locations with underground power)

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

power lines must be disconnected or carefully located and adequate

warning signs used prior to any construction, maintenance or demolition

commencing.

(in locations with overhead power lines )

Overhead power lines are near or on this site. These pose a risk of

electrocution if struck or approached by lifting devices or other plant and

persons working above ground level. Where there is a danger of this

occurring, power lines should be, where practical, disconnected or

relocated. Where this is not practical adequate warning in the form of bright

coloured tape or signage should be used or a protective barrier provided.

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

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

not practical, suppliers or fabricators should be required to limit the

component mass.

All material packaging, building and maintenance components should

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

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

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

may occur.

Construction, maintenance and demolition of this building will require the

use of portable tools and equipment. These should be fully maintained in

accordance with manufacturer’s specifications and not used where faulty or

(in the case of electrical equipment) not carrying a current electrical safety

tag. All safety guards or devices should be regularly checked and Personal

Protective Equipment should be used in accordance with manufacturer’s

specification.

6. HAZARDOUS SUBSTANCESASBESTOS

(for alterations to a building constructed prior to 1990)

This building was constructed prior to 1990 and therefore may contain

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

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

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

structure.

(for alterations to a building constructed prior to 1986)

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

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

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

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

structure.

POWDERED MATERIALS

Many materials used in the construction of this building can cause harm if

inhaled in powdered form. Persons working on or in the building during

construction, operational maintenance or demolition should ensure good

ventilation and wear Personal Protective Equipment including protection

against inhalation while using powdered material or when sanding, drilling,

cutting or otherwise disturbing or creating powdered material.

TREATED TIMBER

The design of this building includes provision for the inclusion of treated

timber within the structure. Dust or fumes from this material can be harmful.

Persons working on or in the building during construction, operational

maintenance or demolition should ensure good ventilation and wear

Personal Protective Equipment including protection against inhalation of

harmful material when sanding, drilling, cutting or using treated timber in

any way that may cause harmful material to be released. Do not burn

treated timber.

VOLATILE ORGANIC COMPOUNDS

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

cleaning materials and disinfectants have dangerous emissions. Areas

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

being used and for a period after installation. Personal Protective

Equipment may also be required. The manufacturer’s recommendations for

use must be carefully considered at all times.

SYNTHETIC MINERAL FIBRE

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

insulation may contain synthetic mineral fibre which may be harmful if

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

or the body. Personal Protective Equipment including protection against

inhalation of harmful material should be used when installing, removing or

working near bulk insulation material.

TIMBER FLOORS

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

where finishes are applied should be kept well ventilated during sanding

and application and for a period after installation. Personal Protective

Equipment may also be required. The manufacturer’s recommendations for

use must be carefully considered at all times.

7. CONFINED SPACESEXCAVATION

Construction of this building and some maintenance on the building will

require excavation and installation of items within excavations. Where

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

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

adequate support for the excavated area should be provided to prevent

collapse. Warning signs and barriers to prevent accidental or unauthorised

access to all excavations should be provided.

ENCLOSED SPACES

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

for construction, maintenance or any other purpose. The design

documentation calls for warning signs and barriers to unauthorised access.

These should be maintained throughout the life of the building. Where

workers are required to enter enclosed spaces, air testing equipment and

Personal Protective Equipment should be provided.

SMALL SPACES

Some small spaces within this building will require access by construction

or maintenance workers. The design documentation calls for warning signs

and barriers to unauthorised access. These should be maintained

throughout the life of the building. Where workers are required to enter

small spaces they should be scheduled so that access is for short periods.

Manual lifting and other manual activity should be restricted in small

spaces.

8. PUBLIC ACCESSPublic access to construction and demolition sites and to areas under

maintenance causes risk to workers and public. Warning signs and secure

barriers to unauthorised access should be provided. Where electrical

installations, excavations, plant or loose materials are present they should

be secured when not fully supervised.

9. OPERATIONAL USE OF BUILDINGThis building has been designed to requirements of the specific building

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

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

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

Health and Safety Act 2011 or subsequent replacement Act.

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

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

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

user.)

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

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

licensing requirements.

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

Practice: Managing Risks of Plant at the Workplace.

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

Managing Noise and Preventing Hearing Loss at Work.

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

care be exercised when undertaking work involving steel construction and

concrete placement. All the above applies.

WORKPLACE HEALTH &

SAFETY REPORT

Compiled in accordace with Work Health and

Safety Act 2011.

IDENTIFIED HAZARD AREAS

1. FALLS, SLIPS, TRIPS

a) WORKING AT HEIGHTS

DURING CONSTRUCTION

Wherever possible, components for this building should be prefabricated

off-site or at ground level to minimise the risk of workers falling more than

two metres. However, construction of this building will require workers to be

working at heights where a fall in excess of two metres is possible and

injury is likely to result from such a fall. The builder should provide a

suitable barrier wherever a person is required to work in a situation where

falling more than two metres is a possibility.

DURING OPERATION OR MAINTENANCE

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

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

excess of two metres is possible. Where this type of activity is required,

scaffolding, ladders or trestles should be used in accordance with relevant

codes of practice, regulations or legislation.

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

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

excess of two metres is possible. Where this type of activity is required,

scaffolding, fall barriers or Personal Protective Equipment should be used in

accordance with relevant codes of practice, regulations or legislation.

Anchorage points for portable scaffold or fall arrest devices have been

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

engaged to work on the building after completion of construction work

should be informed about the anchorage points.

PROPOSED VILLAS FOR

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






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RUDDER COURT

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RH

A 03/12/2014

B091214

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FFL4.11

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 - EXISTING

SCALE 1:200 SHEET 5 OF 19 JOB NUMBER - 5786

**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 **

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

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

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

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

00.000CUT

00.000

-----F.L

FILL

GL 00.000G.L

approx.

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 VILLAS

NUMBER 5

RUDDER COURTMERMAID WATERS

5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

6 19


building designers

820

820

820

1200

1100

hamper

820

820

820

1200

1100

hamper

820

820

27-12aaw

09-2

4aaw

24-4

8 p

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27-24aaw 27-24aaw 27-24aaw

27-12aaw

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27-24aaw 27-24aaw 27-24aaw

11

12

1

2

3

4

5

6

7

8

9

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1 2 3 4 5 61 2 3 4 5 6 7 8

11

12

1

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3

4

5

6

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9

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D.P

D.PD.P D.PD.PD.P D.P

D.P D.PD.PD.P D.P

9000

5100

4600

1522

1522

1522

95

1522

95

3300

1002

7200

4000

PROPOSED 2x CARPORTS

PADRL - 3.550mFFLRL - 3.750m

PROPOSED 2x TWO STOREY DETACHED DWELLINGS

PADRL - 3.800m (BRICK-UP BASE)

FFLRL - 4.150m MIN. (FLOOD REPORT)SITE COVERAGE - 404.66 / 861 = 46.99%

PROPOSED POOL

PROPOSED POOL

SIDE BOUNDARY

STAIRS T.B.C ONSITE

SIDE BOUNDARY RETAINING MAY

BE REQUIRED

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3.10

3.10

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3. 32

3. 17

3. 57

2 . 06

1.19

2.32

2.361

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1.73

1.17

1.17

1.22

1. 21

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91°20'

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mm

100

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ME

TR

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1:2

00

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mm

20

m30

CLIENT

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AR

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RN

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TH

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ON

TO

UR

AN

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TK

SURVEYOR

CO

NT

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3

CO

PY

RIG

HT

ALA

N S

ULLIV

AN

& A

SS

OC

IAT

ES

PT

Y L

TD

, 2014

c

PO Box

385

2, Burleigh To

wn, Q

LD, 4

220

8/12

Ern Harley Driv

e, Burleigh Hea

ds, Q

LD, 4

220

Ph (07) 552

2 14

45, F

ax (07

) 55

22 144

9Mob

041

2 67

1 63

0, Email a

dmin@as

urve

y.co

m.au

ABN 15 00

6 62

2 76

0

AU

ST

RA

LIA

N H

EIG

HT

DA

TU

M

VID

E O

PM

68273 R

L3.1

57

NA

IL IN

KE

RB

RL3.1

2

TIT

LE

SE

AR

CH

WA

RN

ING

DRAWING

NUMBER

1-

REVISION

SHEET

SCALE

LEVEL

DATUM

JOB

NUMBER

DATE

21

/11

/20

14

DRAWN

GB

CC

14

.50

91

14

.50

91

.01

NOTES

TH

IS P

LA

N H

AS

BE

EN

PR

EP

AR

ED

FR

OM

FIE

LD

SU

RV

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AN

DE

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W

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TH

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D N

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BE

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S W

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N A

PP

RO

VA

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LA

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AN

& A

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tapMETER

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tap

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ll

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ck

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ck

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ck

To

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ll

To Wall

To Pier

Stormwater Line

Stormwater Line

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 6 OF 19 JOB NUMBER - 5786

**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 **

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

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

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

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

00.000CUT

00.000

-----F.L

FILL

GL 00.000G.L

approx.

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






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CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF


PROPOSED VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

7 19


building designers

820

820

820

1200

1100

hamper

820

820

820

1200

1100

hamper

820

820

27-12aaw

09-24a

aw

24-48 pa

nelift d

oor

27-24aaw 27-24aaw 27-24aaw

27-12aaw

09-24a

aw

24-48 pa

nelift d

oor

27-24aaw 27-24aaw 27-24aaw

11

12

1

2

3

4

5

6

7

8

9

10

1 2 3 4 5 6

DW

PR

OV

REF.

W.M.PROV

1 2 3 4 5 6 7 8

11

12

1

2

3

4

5

6

7

8

9

10

1 2 3 4 5 6

REF.

1 2 3 4 5 6 7 8

DW

PR

OV

W.M.PROV

D.P


D.P D.PD.PD.P D.P

200 4700 1000 27960

200 1400 2100 3000 1500 1500 11690 190 1200 190 2650 1490 300 5560 190 700

200 4700 1460 90 3250 250 10460 90 1100180

1100 90 2400 250 1490 5650 600 500

200 3500 1200 1000400

350 3050 250 5600 1200 1570600 90

140090

1100180

110090

1100 90 2700 250 6000 250 500

200 4700 1000 1950 1850 250 5600 90 4870 90 1000 90 2380 90 2100 90510

250 5900 850

1427

17800

1427

467

1210

2150

6000

1000

6000

2150

1210

467

467

1210

2150

350

5200

450

1000

450

5200

350

2150

1210

467

467

1210

3250

4300

1000

200

1000

4300

3250

1210

467

467

960

3500

250

3200

90

510

250 1000

200

1000250

510

90

3200

250

3500

960

467

467

210

750

250

3410

90

3800

250

1000

200

1000

250

3800

90

3410

250

750

677

667

760

250

1100

90

2450

90

780

1100

90

1600

250

1000

200

1000

250

1600

90

1100

780

90

2450

90

1100

250

760

667

1427

250

1100

90

3820

90

2200

250

1000

200

1000

250

2200

90

3820

90

1100

250

1427

190

4900 1000 27960

220 1380 2100 3000 1500 1500 11690 190 1200 190 2650 1490 300 5560 190 700

220 4680 1460 90 3250 250 10460 90 1100180

1100 90 2400 250 1490 5650 600 500

200 200 3300 1200 1000400

350 3050 250 5600 1200 1570600 90

140090

1100180

110090

1100 90 2700 250 6000 250 500

200 4700 1000 1950 1850 250 5600 90 4870 90 1000 90 2380 90 2100 90510

250 5900 850

1427

17800

1427

1427

2000

6000

800

200

800

6000

2000

1427

1427

560

90

6250

650

450

800

200

800

450

650

6250

90

560

1427

1427

7550

250

1000

200

1000

250

7550

1427

250

7300

250

1000

200

1000

250

7300

250

250

3400

2200

1100

600

250 1000

200

1000250

600

1100

2200

3400

250

250

3400

90

2120

90

1000

600

250 1000

200

1000250

600

1000

90

2120

90

3400

250

1100

90

600

1000

250

1000

200

1000

250

1000

600

90

1100

A

16

A

16

B

16

B

16

C

17

C

17

D

17

D

17

E

17

E

17

F

18

F

18

G

18

G

18

H

18

H

18

i

18

i

18

mech. ventrequired

90dia. CHSsteel post


2x 150 steps

2x 150 steps

2x 150 steps

2x 150 steps

2x 150 steps

2x 150 steps

mech. ventrequired

Dble sidedcpbds

2700mm Droppedbulkhead

All cabinetry tocabinet makersspecs

1800mm highblockwork wall1800mm highblockwork wall

1800mm highblockwork wall


Dble sidedcpbds

2700mm Droppedbulkhead

All cabinetry tocabinet makersspecs

1800mm highblockwork wall1800mm highblockwork wall

Stair info:8x risers @ 186mm,treads @ 300mm going




Pan

try

REF.

desk

ROBE

FW

BBQ

CARPORT

PORCH

ENTRY

KITCHEN

STUDY

FAMILY

DINING

ALFRESCO

POOLto pool builders

specs.

garden

garden

garden

1200

mm high po

ol fe

nce

line of floo

r ab

ove

3020mm high ceiling

2720mm high ceiling

gate

gate

villa A

FW

desk

ROBEBBQ

CARPORT

PORCH

ENTRY

STUDY

FAMILYALFRESCO


specs.

garden

garden

garden

1200

mm high po

ol fe

nce

line of floo

r ab

ove

3020mm high ceiling

2720mm high ceiling

gate

gate

villa B

garden

garden

27-68 stac

ker

27-68 stac

ker

ubo

Pantry

Pantry

Pan

try

REF.

FW

KITCHEN

DINING

FW

ubo

Pantry

Pantry

300m

m B/bar

CSD

SL

taphws

METERBOX

GGtap

tap

CSD

SL

taphws METERBOX

GGtap

tap

UP

UP

300m

m B/bar

NOTES:* Lift off hinges to WC door, as per NCC 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* If more than one smoke alarm is required they must beinterconnected as per NCC 3.7.2

FLOOR AREAS (per VILLA)

01 LOWER LIVING

02 UPPER LIVING

03 CARPORT

04 ALFRESCO

05 PORCH

06 BALCONY

Area (m2)

130.58

144.25

37.73

28.52

5.22

12.95

359.25 m2

GROUND FLOOR PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

TOTAL

38.67 sqs

6

5

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






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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


PROPOSED VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

8 19


building designers

720

820820

720

820

820

720

820820

720

820

820

06-24aaw 06-24aaw 12-09aaw 24-24aaw24-12aaw 24-12aaw

24-36s

tacker

24-24a

aw24

-12a

aw

15-18aaw 15-18aaw09-09aaw

06-24aaw 06-24aaw 12-09aaw 24-24aaw24-12aaw 24-12aaw

24-36s

tacker

24-12a

aw24

-24a

aw

15-18aaw 15-18aaw09-09aaw

11

12

13

14

15

16

17

18

19

20

7

8

9

10

11

12

13

14

15

16

17

18

19

20

7

8

9

10

D.P


D.P D.PD.PD.P D.P

A

16

A

16

B

16

B

16

C

17

C

17

D

17

D

17

E

17

E

17

F

18

F

18

G

18

G

18

H

18

H

18

i

18

i

18

1230

1000

9012

2092

092

012

2090

1000

1230

22110

200 3040 18170 700

200260 90

1150 150 5180 90 2900 90 1000180

1000 90 2220 90 6570 150 700

200 1500 150 6080 90 7860 2290 3090 150 700

200 1500 150 5180 90 3480 90510 90

1010 90 3400 90 2290 3090 150 700

200 1500150

900 90 2600 90 90090

600 3480 90 1610 90 3400 90 1790 90410

90 3000 150 700

17800

500

7050

450

1800

450

7050

500

500

150

6900

250

2200

250

6900

150

500

500

150

1410

3800

90

1600

250

2200

250

1600

90

3800

1410

150

500

150

2140

90

1100

90

3480

250

2200

250

3480

90

1100

90

2140

150

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150

2140

90

110090

420

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90

1800

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1800

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2050

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200 3040 18170 700

200260 90

1150 150 5180 90 2900 90 1000180

1000 90 2220 90 6570 150 700

200 1500 150 6080 90 7860 2290 3090 150 700

200 1500 150 5180 90 3480 90510 90

1010 90 3400 90 2290 3090 150 700

200 1500150

900 90 2600 90 90090

600 3480 90 1610 90 3400 90 1790 90410

90 3000 150 700

17800

560

90

6900

450

1800

450

6900

90

560

500

150

4810

90

500

1500

250

2200

250

1500

500

90

4810

150

500

500

150

1000

990

150

1190

90

1390

90

2000

250

2200

250

2000

90

1390

90

1190

150

990

1000

150

500

500

150

2140

90

1100

90

3480

250

2200

250

3480

90

1100

90

2140

150

500

1950 200

500

500

750

1390

9041

090

1100

1100

9041

090

1390

750


flashing overfloor joists

2.5 degree Stramit colorbondtrimdeck roof sheeting

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

duct

duct


flashing overfloor joists

2.5 degree Stramitcolorbond trimdeck roofsheeting


duct

duct

400h x 1000w @1000affl showerniche

400h x 2140w @ 1000afflshower niche

90x90 SHS Steel postw. cover plate

90x90 SHS Steelpost w. cover plate

Security screens to opening of windowsor 125mm restricted opening to bedroom

windows only


windows only


windows only


windows only

400h x 1000w @1000affl showerniche

400h x 2140w @ 1000afflshower niche



Security screens to opening of windowsor 125mm restricted opening to bedroomwindows only

Security screens to opening of windowsor 125mm restricted opening to bedroomwindows only

FW FW

MASTERSUITE

BALCONY

BED 2 BED 3

LOUNGE

roof fa

ll

1000

mm high h/rail

nich

e

niche

villa ALINEN

W.I.RW.I.R

FW FW

MASTERSUITE

BALCONY

BED 2 BED 3

LOUNGE

roof fa

ll

1000

mm high h/rail

nich

e

niche

villa B

LINEN

W.I.RW.I.R

ROBE

ROBE

1000

mm high fg h/rail

1000

mm high

fg h/rail

Box Gutter

Box Gutter

DN

DN

floor fall

floor fall

1000

mm high fg h/rail

1000

mm high

fg h/rail

Fre

e st

andi

ng

bath

Fre

e st

andi

ng

bath


FIRST FLOOR PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

6

5

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 VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

9 19


building designers

D.P D.PD.PD.P D.P

D.P D.PD.PD.P D.P

A

16

A

16

B

16

B

16

C

17

C

17

D

17

D

17

E

17

E

17

F

18

F

18

G

18

G

18

H

18

H

18

i

18

i

18

3 degree Stramit colorbondtrimdeck roof sheeting


Stramit colorbond fascias,gutters & downpipes








roof fa

ll

roof fa

ll roof fallroof fall

roof fa

ll

roof fa

ll

roof fallroof fall


ROOF PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

6

5

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 VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

10 19


building designers

3020

400

2720

550

400

1000

1756

1200

1100

2800

400

400

300

400

550

400

95mm setbackfrom side boundary



Hardies 'MATRIX' wallcladding

Rendered 60mm NRGgreenboard

Powdercoated aluminiumwindows & SGDs


1000mm high afflglass handrail


1200mm high afflglass pool fencing


Rendered brickwork

Security screens to opening of windowsor 125mm restricted opening to bedroom windows only



Approx. NGL

FL FL

FL FL

CL CL

CL CL

ELEVATION 1 1:100

2800

300

400

2720

550

400

300

400

550

400

950

950

700





Rendered brickwork1800mm high Featurestonework fence





Rendered brickwork1800mm high Feature

stonework fence Approx. NGL

FL FL

CL CL

FL

CL

FL

CL

fgfg

ELEVATION 2 1:100

3020

400

2720

550

400

1756

1200

1000

650

950

2800

300

400









Rendered brickwork




Stair info:8x risers @ 186mm,

treads @ 300mm going

Stair info:6x risers @ 183mm,

treads @ 300mm going

Approx. NGL

FLFL

FLFL

CLCL

CLCL

ELEVATION 3 1:100

3020

400

2720

550

400

1756

1100

1756

1100

15221522

950







Rendered brickwork






Rendered brickwork




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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DIN

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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF


PROPOSED VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

11 19


building designers

3020

400

2720

950

950

2800

700






Rendered brickwork




Approx. NGL

FL FL

FL FL

CL CL

CL CL

ELEVATION 5 1:100

3020

400

2720

550

400

2800

700





Rendered brickwork





Approx. NGL

FLFL

FLFL

CLCL

CLCL

ELEVATION 6 1:100

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 VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

12 19


building designers

TRUSSES & LINTELS AS PER

TRUSS MANUFACTURERS

SPECIFICATIONS

11

12

1

2

3

4

5

6

7

8

9

10

1 2 3 4 5 61 2 3 4 5 6 7 8

11

12

1

2

3

4

5

6

7

8

9

10

1 2 3 4 5 61 2 3 4 5 6 7 8

600

3300

2770 600

3300

600

2770 600

Bulkhead

Bulkhead

Bulkhead

90dia. CHS steel post

Bulkhead

Bulkhead

Bulkhead

90dia. CHS steel post

850x450 core filled brick pier w.1x m12 rod, typical




90x90 SHSSteel Post

90x90 SHSSteel Post

2700 CEILING

3020 CEILING

3020 CEILING

2700 CEILING

3020 CEILING

3020 CEILING

GROUND FLOOR BRACING PLAN

SCALE 1:100

TIMBER FRAME & TRUSSES3020mm PITCHING HEIGHT2.5, 3 Deg ROOF PITCHTRIMDECK SHEET ROOF

----------------------------

BRACING LEGEND

TB4B Structural pine ply 7mm or F27 4mm 6 kN/m with anchor rods or with anchor bolts and nailing at 50mm crs top and bottom

----------------------------TB1 Galvanised steel angle 1.5 kN/m

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.

N3/SRB

RA

CIN

G B

Y E

NG

INE

ER

BRACING BY ENGINEER

NOTES:* 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

----------------------------

TB4B-I Structural pine ply 7mm or F27 4mm 5 kN/m with anchor rods or with anchor bolts and nailing at 50mm crs top and bottom----------------------------

BLOCK 190 core filled concrete with M12 rod 15 kN to each end (1200mm panel)----------------------------

BRICK PIERS 350sq. core filled with M12 rod 2.25 kN

ALL LINTELS, BRACING, TIE-DOWN AND

STRUCTURAL DETAILING TO BE

COMPLETED BY ENGINEER

BRACING REQUIRED 62.00 kN

BR

AC

ING

RE

QU

IRE

D

179

.00 k

N


BRACING BY ENGINEER

BR

AC

ING

BY

EN

GIN

EE

R

BR

AC

ING

RE

QU

IRE

D

179

.00 k

N

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 VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

13 19


building designers

TRUSSES & LINTELS AS PER

TRUSS MANUFACTURERS

SPECIFICATIONS

11

12

13

14

15

16

17

18

19

20

7

8

9

10

11

12

13

14

15

16

17

18

19

20

7

8

9

10

90dia CHSSteel Post

Bulkhead

Bulkhead

90dia CHSSteel Post

Bulkhead

Bulkhead





roof fa

llroof fa

ll

2720 CEILING

2720 CEILING

2720 CEILING 2720 CEILING

2720 CEILING

2720 CEILING

2720 CEILING 2720 CEILING

FIRST FLOOR BRACING PLAN

SCALE 1:100

TIMBER FRAME & TRUSSES2720mm PITCHING HEIGHT2.5, 3 Deg ROOF PITCHTRIMDECK 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.

N3/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 LEGEND

TB4B Structural pine ply 7mm or F27 4mm 6 kN/m with anchor rods or with anchor bolts and nailing at 50mm crs top and bottom

----------------------------TB1 Galvanised steel angle 1.5 kN/m

----------------------------

TB4B-I Structural pine ply 7mm or F27 4mm 5 kN/m with anchor rods or with anchor bolts and nailing at 50mm crs top and bottom----------------------------

BLOCK 190 core filled concrete with M12 rod 15 kN to each end (1200mm panel)----------------------------

BRICK PIERS 350sq. core filled with M12 rod 2.25 kN

ALL LINTELS, BRACING, TIE-DOWN AND

STRUCTURAL DETAILING TO BE

COMPLETED BY ENGINEER

BR

AC

ING

BY

EN

GIN

EE

R

BRACING BY ENGINEER


BR

AC

ING

RE

QU

IRE

D

71.5

0 k

N


BRACING BY ENGINEER

BR

AC

ING

BY

EN

GIN

EE

R

BR

AC

ING

RE

QU

IRE

D 7

1.5

0 k

N

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 VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

14 19


building designers

2440

6750

1200

300

250

2200

1460

2450

1000 2470 3040

250

1600

600

1100 2740

2440

6750

300

1200

2450

1460

2200

250

1000 2470 3040

600

1600

250

1100 2740

33660

3500 4500 1500 10390 100 2780 10000 190 700

200 3300 1200 4800 15920 1490 300 6450

200 3300 1200 1460 90 3250 15920 1490 5650 600 500

5860 190

200 3300 2200 400 350 3050 17410 5900 850

350 500

20654

1427

2000

6000

800

200

800

6000

2000

1427

1427

8800

200

8800

1427

1427

560

90

6250

650

450

800

200

800

450

650

6250

90

560

1427

467

100860

7550

250

1000

200

1000

250

7550

860100

467

467

100860

7800

1000

200

1000

7800

860100

467

33660

3500 1200 3300 1500 10390 100 2780 10000 190 700

200 3300 1200 4800 15920 1490 300 6450

200 3300 1200 1460 90 3250 15920 1490 5650 600 500

5860 190

200 3300 2200 400 350 3050 17410 5900 850

350 500

20654

467

1210

2150

5550

450

1000

450

5550

2150

1210

467

467

100

1110

2150

350

5200

450

400

200

400

450

5200

350

2150

1110

100

467

467

1210

2150

6000

400

200

400

6000

2150

1210

467

467

960

3500

4300

1000

200

1000

4300

3500

960

467

567

860

7800

1000

200

1000

7800

860

567

200 3300 1200 1000 1950 18960 300 1000 4900 850

200 3300 2200 1950 18960 300 1000 4900 850

1100

2400

2400

1100

1505

605

1505

605

Slab & footing design toengineers detail

150mm Step 150mm Step

2x 150mmSteps

2x 150mm Steps

150mm Step 150mm Step

2x 150mmSteps

2x 150mm Steps

Column pad footing toengineers detail

Column pad footing toengineers detail

Slab & footing design toengineers detail

wc

sink

fw

sink

fw

tub

sink

basin

wc

sink

fw

fw

tub

basin


(all levels t.b.c on site)

100mmstepdown

Garden

GardenGarden

Garden

Garden

GardenGarden

Garden

wet area

wet area

wet area

wet area

100mmstepdown

300mmstepdown

1100mm

stepdown

300mmstepdown

100mmstepdown

100mmstepdown

300mmstepdown

1100mmstepdown

300mmstepdown

POOLto pool builders specs

POOLto pool builders specs

400mmstepdown

400mmstepdown

FFLRL - 3.750m

FFLRL - 3.750m

FFLRL -3.900m

FFLRL -4.050m

FFLRL - 4.050m

FFLRL - 2.950m


(all levels t.b.c on site)

FFLRL - 3.750m

FFLRL - 3.750m

FFLRL -3.900m

FFLRL -4.050m

FFLRL - 4.050m

FFLRL - 2.950m

FFLRL - 4.050m

FFLRL - 4.050m

CL

CL

CL

CL

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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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF


PROPOSED VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

15 19


building designers

100mm Stepdownto deck

Beam by engineer

Beam in floor spaceby engineer


Floor joists @ 450 Ctrs asper engineers designFloor joists @ 450 Ctrs asper engineers designFloor joists @ 450 Ctrs asper engineers design

Trimmer beam around stairs infloor space by engineer

90x90 SHSSteel Post

100mm Stepdownto deck

Beam by engineer



Floor joists @ 450 Ctrs asper engineers designFloor joists @ 450 Ctrs asper engineers designFloor joists @ 450 Ctrs asper engineers design

Trimmer beam around stairs infloor space by engineer

90x90 SHSSteel Post

LB Point

LB Point

LB Point

LB Point

LB Point

LB Point

LB Point

LB Point

Beam in floor space by engineer




VOI D

VOI D

FIRST FLOOR JOIST 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

JOIST LAYOUT IS DIAGRAMMATIC ONLY - ENGINEER TO CONFIRM

ALL MEMBERS TO BE SPECIFIED BY ENGINEER

ALL BEAMS TO BE IN PLANE OF FLOOR JOISTS WHERE POSSIBLE

FLOOR JOIST LAYOUT T.B.C BY ENGINEER

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






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CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF


PROPOSED VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

16 19


building designers

3020

400

2720

550

400

2800

300

400

400

550

400

4.150m4.050m

2.950m

3.750m2700

320







Rendered brickwork

Slab & footing design as perengineers details

Plasterboard liningto walls & ceiling




2700mm high droppedbulkhead

Floor joists @ 450 Ctrs as perengineers specs


Approx. NGL

SECTION 1:100

7-8

B

FL FL

FL FL

CL CL

CL CLBINDERS @ 3000 CTRS

100mmstepdown

100mmstepdown

CARPORTKITCHEN STUDYFAMILYALFRESCO


specs.

LAUNDRY

BALCONY BED 2 BED 3 LOUNGEW.I.R W.I.RPDR

BINDERS @ 3000 CTRS

400mmstepdown

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

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

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

2720

1000

200

1200

320

900

800

Wall hung Vanity

Recessed striplighting undermirror cabinet

Mirror cabinet

Toilet cisternconcealed inwall cavity

Standard mirror

FL

CL

FL

CL

POWDER ROOM DETAIL 1 1:50

min. toilet space

Plaster bulkhead

mirror

3020

400

2720

550

400

2800

300

400

400

550

400

4.150m4.050m 4.050m

2.950m

1756

1000

400







Rendered brickworkSlab & footing design as per

engineers details





Floor joists @ 450 Ctrs asper engineers specs

Approx. NGL

SECTION 1:100

7-8

A

100mm

stepdown

FL FL

FL FL

CL CL


PORCHENTRYFAMILY DININGALFRESCO

MASTERSUITE

BALCONY LOUNGEENS ENS

1100mm

stepdown

100mmstepdown

100mm

stepdown

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 VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

17 19


building designers

3020

400

2720

550

400

2800

300

400

550

400

2700

320

4.150m4.050m

2.950m

3.750m







Rendered brickwork






2700mm high droppedbulkhead

Floor joists @ 450 Ctrs as perengineers specs





Approx. NGL

SECTION 1:100

7-8

C

FL FL

FL FL

CL CL


100mm

stepdown

CARPORT

STUDYFAMILYALFRESCO


specs.

KITCHEN LAUNDRY

BALCONY BED 2 BED 3 LOUNGEW.I.R W.I.R

BINDERS @ 3000 CTRS

100mm

stepdown

400mmstepdown

1100mm

stepdown

3020

400

2720

550

400

2800

300

400

1756

550

400

4.150m 4.050m

2.950m

4.050m

1000

400









Rendered brickworkSlab & footing design as perengineers details





Floor joists @ 450 Ctrs asper engineers specs


Approx. NGL

FLFL

FLFL

CLCL

CLCL

SECTION 1:100

7-8

D

100mmstepdown 1100mm

stepdown

100mmstepdown

100mmstepdown

Binders @ 3000 Ctrs

PORCH ENTRY FAMILY ALFRESCODINING

MASTERSUITE

BALCONYLOUNGE BATH ENSUITE

2800

2720

550

400

2800

300

400

550

400

950

2800

300

400

3.750m3.750m





Renderedbrickwork





Rendered brickworkSlab & footing design as perengineers details

2.5 degree Stramitcolorbondtrimdeck roof sheeting

Box GutterBox Gutter

2.5 degree Stramitcolorbond

trimdeck roof sheeting


Beams in roof space as perengineers details

Beams in roof space as perengineers details

Approx. NGL

FL FL

CL CL

FL

CL

FL

CL

fgfg

SECTION 1:100

7-8

E

Binders @ 3000 CtrsBinders @ 3000 Ctrs

CARPORT CARPORT

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 VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

18 19


building designers

2720

550

400

3020

4.150m 4.150m 4.050m4.050m

200

3.900m3.900m

Renderedbrickwork


Hardies 'MATRIX' wall cladding





Plasterboard lining towalls & ceiling


Floor Joists @ 450 Ctrs asper engineers details











Approx. NGL

FL

CL

FL

CLBinders @ 3000 Ctrs

FL

CL

FL

CL

SECTION 1:100

7-8

F

Binders @ 3000 Ctrs

fg

PORCH STUDY

LOUNGE

PORCHSTUDY

LOUNGE

fg

Truss

Ups

tand

2720

550

400

3020

4.150m4.150m

200

















Renderedbrickwork




FL

CL

FL

CL

FL

CL

FL

CL

SECTION 1:100

7-8

G

Binders @ 3000 Ctrs

ENTRY ENTRYL'DRY L'DRY

Binders @ 3000 Ctrs

W.I.R W.I.R

STAIRVOID

STAIRVOID

Truss

Ups

tand

2720

550

400

3020

2700

320

2700

320

4.150m4.150m

200

1000

400

1000

400







2700mm highdropped bulkhead



Renderedbrickwork


Hardies 'MATRIX'wall cladding






2700mm highdropped bulkhead


Approx. NGL

FL

CL

FL

CL

FL

CL

FL

CL

SECTION 1:100

7-8

H

Binders @ 3000 Ctrs

KITCHENDINING KITCHEN DINING

PDRBATH BATH

PDR

Binders @ 3000 CtrsTruss

Ups

tand

2720

550

400

3020

4.050m4.050m

200









Renderedbrickwork









Approx. NGL

FL

CL

FL

CL

FL

CL

FL

CL

SECTION 1:100

7-8

i

Binders @ 3000 Ctrs Binders @ 3000 Ctrs

ALFRESCO ALFRESCO

MASTERSUITE

W.I.RMASTERSUITE

W.I.R

Truss

Ups

tand

3020

2700

320

900

1800

320

FL

CL

FL

CL

Sink

DWSpaceOnly

Bulkhead

KITCHEN ELEVATION 1 1:50

3020

2700

320

900

700

1100

320

FL

CL

FL

CL

REF Space OnlyPantry

Bulkhead


3020

2700

320

900

700

1100

320

FL

CL

FL

CL

Bulkhead

Rangehood

Cooktop

UBO

Pantry


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 VILLAS

NUMBER 5


5786

RH

A 03/12/2014

B091214

C020215

D110315

E090415

SO

CUSTOM

1:100 @ A2

19 19


building designers

metal fascia & gutter

600

Sheet metal roof with metal battens @900mm cts

two framing anchor to be fixed to each end

of trusses and top plates with 6/2.8 dia' nails

or 30 x 0.8mm looped GI strap with 4/2.8mm

dia' nails each end over trusses to top plate

50mm sand bed

moisture barrier

2440

2120

320

flashing & weephole as

per section 1.4 of the BCA

DPC to underside of

bottom plates

brick on edge sill

flashing & weephole

21° roof pitch

CL

FL

manufacturers printed specifications

TYPICAL BRICK VENEER SECTION

GI partition bracket

D1

-

220mm brick veneer wall

10mm plasterboard wall lining, paint finish

aluminium framed window as selected

timber architrave, as selected

90mm cornice, paint finish as selected

10mm plasterboard ceiling, paint finish

as selected

as selected

or as nominated on plans

or as nominated on plans

12mm Rods at 1200mm cts, each side ofopenings and corners, from top plate to slab.

sarking to roof where applicable

metal batten = topspan 40 fixed by roof manufacture

each endframing anchor with 4/2.8 dia. nails atTiedown to jack trusses may be by oneNotes:

& perimeterTermi-mesh or similar to all slab penetrations

with exposed edge for visual inspection

waffle pod slab as per engineers design

or

as n

om

inate

d

or

as n

om

inate

d

WHERE 2440mm IS USED600mm O'HANG WITH 25 deg ROOF PITCHCANTELEVERED TRUSSES TO ACHIEVE

Roof trusses @ 600mm centres as per truss

(nomial fixing only)Tie down to floor

not to exceed 20mmMax depth of notch

18x16x1.2mmnominal sectionMetal angle of Min.

to end of stud3/30x2.8mm dia nails30x0.8mm gal. strap

1:501.5kN/m

TYPICAL METAL ANGLE BRACING (TB1)

and each stud2/50x2.8mm diam nails at each end

1800 min. 2700 max.

30 degs max

NOTE:

bracing wall

90x35mm MPG12 timberbridging piece

TRUSSES PARALLEL TO BRACING WALL

3/75 x 3.33 mmdiameter nails eachend.

Gap to truss

to be @150mm centres.Single sheet vertical nailing

be @50mm centres.vertical join nailing is toare butted together theNote: if two or more panel

plate.under top ribbon150mm GI strap

NOTE:

2/30x0.8mm GI strap fixed to top plates & studs at

each end with 4/2.8mm diam nails.

Internal bracing wall

External wall

TYPICAL FIXING TO TOP OF BRACING WALL 1:20

1:20

1:506.0 kN/m (rods not required)

4mm F27 PLYWOOD BRACING (TB4B)

nail spacing as shown30x2.8mm diam flathead nails

300

150

50

19x19mm timber mould

size as per bracing plan

1:10DETAIL 1finish as selected4.5mm FC soffit sheet

Timber reveal

Min 10mm gap

timber lintel beam, as per

Timber architrave

20

320

250

70

Bracing wall

Bottom chord of truss

TRUSSES PERPENDICULAR TO BRACING WALL

top plate with 4/3.33 diam. nailsof truss bottom chord fixed toBlocking pieces to both sides

35mm gap to truss

1:201:20

T.B.C by engineer

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 TownshipDrive, West Burleigh,

sheet #

checked by

windows wider than 1200mm, tohave top plate strapped to lintel@ 1200mm max centres with 30x 0.8 GI strap looped under eachend . 4.2.8 dia nails each end

Provide 1 per 900 sheet of bracing ply 2/30x0.8mm looped GI strapfixed over bridging piece & to underside of top plate with 4/2.8mmdiam nails at each end of straps & to bridging piece.

Suitable for 3900 max opening

30x0.8mm gal. strap3/30x2.8mm dia nailsto end of stud

13 kN capacity connection at each end &intermediately at max 1200 cts Suitable to anchor 1m of bracing ply

Engage minimum 2 trusses per 1m of bracing ply

4.5mm FC soffit lining, paint finish as selected.Flat or raking soffit. refer sections/ builders spec.

N3 / SHEET / brick veneer

RHCUSTOM

5786

PINK & JADE Pty. Ltd.NUMBER 5 RUDDER COURT

MERMAID WATERS A 03/12/2014

19191:100 @ A3

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PROPOSED VILLAS FOR PINK & JADE Pty. Ltd....PINK & JADE Pty. Ltd. NUMBER 5 RUDDER COURT MERMAID...

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Transcript of PROPOSED VILLAS FOR PINK & JADE Pty. Ltd....PINK & JADE Pty. Ltd. NUMBER 5 RUDDER COURT MERMAID...