PROPOSED DWELLINGS FOR ADRIAN HILL …...ADRIAN HILL DEVELOPMENTS NUMBER 16 ANDREA AVENUE BROADBEACH WATERS JOB NUMBER - 5536 NOTES: * IMAGES ARE DIAGRAMATIC ONLY * REFER TO ELEVATIONS

ADRIAN HILL DEVELOPMENTS

NUMBER 16ANDREA AVENUE

BROADBEACH WATERS

JOB NUMBER - 5536

NOTES:* IMAGES ARE DIAGRAMATIC ONLY

* REFER TO ELEVATIONS FOR DETAILS

PROPOSED DWELLINGS FOR

Phone (07) 55 203 022

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

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

BSA License No: 1129687Email: [email protected]

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

Contractor to verify dimensions.Notify designers of discrepancies.

Failure to do so shall voidthe designers responsibilities.

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JOB NUMBER

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DRAWN BY CHECKED BY

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DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF

ADRIAN HILLDEVELOPMENTS

PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

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queensland inc.association of

building designers

H 280115

DESCRIPTIONREV. DATE

PRELIMINARY PLANS ISSUEDA 090514

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

WIND SPEED AS NOMINATED ON BRACING PLAN.

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

EXHAUST FANS FROM SANITARY COMPARTMENTS TO BE DUCTED TO THE OUTSIDE

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

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

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

SPECIFICATIONS

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

ADRIAN HILL DEVELOPMENTSNUMBER 16

ANDREA AVENUEBROADBEACH WATERS

JOB NUMBER - 5536

GENERAL NOTES

DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.

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

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

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

REPORT ANY DISCREPANCIES TO THIS OFFICE.

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

AUSTRALIAN AND THE AUSTRALIAN STANDARDS LISTED IN NOTE 4.

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

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

ENGINEERING COMPUTIONS AND DRAWINGS.

SOIL CLASSIFICATION - REFER TO STRUCTURAL ENGINEERS SOIL TEST.

ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCE

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

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

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

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

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

WITH MANUFACTURER, FLASHING ALL ROUND.

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

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

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

THE RELEVANT AUTHORITY.

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

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

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

FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS. IT IS

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

ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED.

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

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

THE WALL.

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

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

FOR INTERNAL WALLS BELOW BEARER.

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

TO EXTERNAL WALLS OR AS PER ENERGY RATING.

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

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

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

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

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

EXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION.

LEGEND

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

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 TO

THE BASE OF ALL CUTS AND RETAINING WALLS AND ARE CONNECTEDTO THE STORMWATER SYSTEM VIA SILT PIT/S TO THE RBS

REQUIREMENTS.

THE EXTERNAL FINISHED SURFACE SURROUNDING THE BUILDING

MUST BE DRAINED TO MOVE SURFACE WATER AWAY FROM THEBUILDING AND GRADE TO PROVIDE A SLOPE NOT LESS THAN 50mm

OVER THE FIRST 1000mm FROM THE BUILDING.

A MINIMUM HEIGHT OF 150mm SHALL BE MAINTAINED BETWEEN THE

TOP OF THE OVERFLOW GULLY RISER & THE LOWEST FIXTURECONNECTED TO THE DRAIN. THE OVERFLOW GULLY RISER SHALL BE

LOCATED AT 75mm ABOVE SURROUNDING GROUND LEVEL OR SHALLBE FINISHED AT A HEIGHT TO PREVENT THE INGRESS OF WATER

WHEN LOCATED IN A PATH OR PAVED AREA.

CONNECT DOWNPIPES TO LEGAL POINT OF DISCHARGE VIA 100mm

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

AUTHORITY.

ALL STORMWATER DRAINAGE BELOW GROUND SHALL BE SEWERGRADE WITH NO JOINTS UNDER SLAB INSTALLED TO AS3500.3, 2003.

MINIMUM PIPE SIZE 100mmMINIMUM GRADE 1:100

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


RH

LAYOUT AMENDMENTS TO BOTH VILLASB 130514RH

MINOR AMENDS TO VILLA A + ALL ELEVATIONS ADDEDC 260514RH

WORKING DRAWINGS ISSUEDD 030714ST

MINOR AMENDS TO WORKING DRAWINGSE 080714ST

AMENDS TO WORKING DRAWINGS (STRUCTURE, SURVEY, GL, FL)F 160914ST

CHANGES TO WORKING DRAWINGS (ROOM & ROOF DECK)G 230115ST

AMENDS TO WORKING DRAWINGS (ROOF DECK HANDRAIL)H 280115ST

Phone (07) 55 203 022







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JOB NUMBER

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DRAWN BY CHECKED BY

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SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

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building designers

H 280115

REPORT STATUS DATE

WORKPLACE HEALTH & SAFETY REPORTCOMPLETED - DISCUSSED WITH & PROVIDED TOCLIENT ALONG WITH WORKING DRAWINGS 020714

ADRIAN HILL DEVELOPMENTSNUMBER 16

ANDREA AVENUEBROADBEACH WATERS

JOB NUMBER - 5536

b) SLIPPERY OR UNEVEN SURFACES

FLOOR FINISHES

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

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

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

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

equivalent or better slip resistance should be chosen.

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

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

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

STEPS, LOOSE OBJECTS AND UNEVEN SURFACES

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

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

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

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

when the building operates as a workplace.

Building owners and occupiers should monitor the pedestrian access ways

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

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

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

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

removed from access ways.

Contractors should be required to maintain a tidy work site during

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

in the workplace. Materials for construction or maintenance should be

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

2. FALLING OBJECTSLOOSE MATERIALS OR SMALL OBJECTS

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

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

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

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

onto persons below.

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

is being carried out.

2. Provide toeboards to scaffolding or work platforms.

3. Provide protective structure below the work area.

4. Ensure that all persons below the work area have

Personal Protective Equipment.

BUILDING COMPONENTS

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

structure including fabricated steelwork, heavy panels and many other

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

place. Contractors should ensure that temporary bracing or other required

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

the area is a possibility.

Mechanical lifting of materials and components during construction,

maintenance or demolition presents a risk of falling objects. Contractors

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

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

restricted.

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

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

this building designated parking for workers and loading areas should be

provided. Trained traffic management personnel should be responsible for

the supervision of these areas.

Construction of this building will require loading and unloading of materials

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

loading areas and trained traffic management personnel should be used to

supervise loading/unloading areas.

Busy construction and demolition sites present a risk of collision where

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

plan supervised by trained traffic management personnel should be

adopted for the work site.

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

risks including release of hazardous material. Existing services are located

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

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

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

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

where necessary, specialist contractors should be used.

(in locations with underground power)

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

power lines must be disconnected or carefully located and adequate

warning signs used prior to any construction, maintenance or demolition

commencing.

(in locations with overhead power lines )

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

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

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

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

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

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

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

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

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

component mass.

All material packaging, building and maintenance components should

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

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

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

may occur.

Construction, maintenance and demolition of this building will require the

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

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

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

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

Protective Equipment should be used in accordance with manufacturer’s

specification.

6. HAZARDOUS SUBSTANCESASBESTOS

(for alterations to a building constructed prior to 1990)

This building was constructed prior to 1990 and therefore may contain

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

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

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

structure.

(for alterations to a building constructed prior to 1986)

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

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

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

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

structure.

POWDERED MATERIALS

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

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

construction, operational maintenance or demolition should ensure good

ventilation and wear Personal Protective Equipment including protection

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

cutting or otherwise disturbing or creating powdered material.

TREATED TIMBER

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

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

Persons working on or in the building during construction, operational

maintenance or demolition should ensure good ventilation and wear

Personal Protective Equipment including protection against inhalation of

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

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

treated timber.

VOLATILE ORGANIC COMPOUNDS

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

cleaning materials and disinfectants have dangerous emissions. Areas

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

being used and for a period after installation. Personal Protective

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

use must be carefully considered at all times.

SYNTHETIC MINERAL FIBRE

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

insulation may contain synthetic mineral fibre which may be harmful if

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

or the body. Personal Protective Equipment including protection against

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

working near bulk insulation material.

TIMBER FLOORS

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

where finishes are applied should be kept well ventilated during sanding

and application and for a period after installation. Personal Protective

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

use must be carefully considered at all times.

7. CONFINED SPACESEXCAVATION

Construction of this building and some maintenance on the building will

require excavation and installation of items within excavations. Where

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

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

adequate support for the excavated area should be provided to prevent

collapse. Warning signs and barriers to prevent accidental or unauthorised

access to all excavations should be provided.

ENCLOSED SPACES

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

for construction, maintenance or any other purpose. The design

documentation calls for warning signs and barriers to unauthorised access.

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

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

Personal Protective Equipment should be provided.

SMALL SPACES

Some small spaces within this building will require access by construction

or maintenance workers. The design documentation calls for warning signs

and barriers to unauthorised access. These should be maintained

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

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

Manual lifting and other manual activity should be restricted in small

spaces.

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

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

barriers to unauthorised access should be provided. Where electrical

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

be secured when not fully supervised.

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

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

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

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

Health and Safety Act 2011 or subsequent replacement Act.

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

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

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

user.)

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

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

licensing requirements.

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

Practice: Managing Risks of Plant at the Workplace.

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

Managing Noise and Preventing Hearing Loss at Work.

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

care be exercised when undertaking work involving steel construction and

concrete placement. All the above applies.

WORKPLACE HEALTH &

SAFETY REPORT

Compiled in accordace with Work Health and

Safety Act 2011.

IDENTIFIED HAZARD AREAS

1. FALLS, SLIPS, TRIPS

a) WORKING AT HEIGHTS

DURING CONSTRUCTION

Wherever possible, components for this building should be prefabricated

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

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

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

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

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

falling more than two metres is a possibility.

DURING OPERATION OR MAINTENANCE

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

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

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

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

codes of practice, regulations or legislation.

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

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

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

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

accordance with relevant codes of practice, regulations or legislation.

Anchorage points for portable scaffold or fall arrest devices have been

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

engaged to work on the building after completion of construction work

should be informed about the anchorage points.


Phone (07) 55 203 022







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JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

4 22


building designers

H 280115

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24-09alw 24-48SD24-0

6al

w

15-3

0afg

30-24afg

15-05afg

24-09alw

24-09alw

24-09alw

301° 22' 15" 45.097

23°

17' 0

"

4.73

5

7° 47' 40"

5.447

281° 56' 20"

44.164

0° 3' 0"

7.109

7° 47' 40"

6.314

23°

17' 0

"

6.31

4

38°

46' 2

0"

6.31

4

1 2 3 4

12

1

2

12345678

11

12

13

14

1

2

3

4

5

6

7

8

9

1 2 3 4

12

1

2

12345678

11

12

13

14

1

2

3

4

5

6

7

8

9

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

8,086

1,50

0

1,500

500

500

2,20

0

2,2369,206

6,654

8,126

8,888

11,290

8,019

6,654

8,126

9,874

12,425

2,48

9

900

900

1,10

01,

100

PROPOSED 2X TWO STOREY DETACHED DWELLINGSALL LEVELS T.B.C ON SITESITE COVERAGE - 401.26/815 = 49.23%

PROPOSED PLUNGE POOLS

WATERMETER RELOCATEDT.B.C ON SITE

villa A

villa B

METER BOX

GG

METER BOX

GG

tap

tap

tap

tap

CANAL

ANDREA AVENUE

ST

OR

MW

AT

ER

STORMWATER TO STREET

STORMWATER

STORMWATER

STORMWATER

O.M

.P

O.M

.P

O.M.P

O.M

.P

To

Wall

O.M

.P

To

Wal

l

9.72 Degree

9.72 Degree

Designated Flood Level 3.61m

1.6

SITE BENCHMARK

NAIL IN KERB

RL3.27 (AHD)

WATER METER

SL3.21

WM

ROOFWATER IL3.06

EP

P

POWER POLE

FL3.65

3.27

3.26

3.24

3.23

2.4

3.3

7

3.2

4

3.1

5

3.11

3.1

1

3.1

8

3.2

2 3.30

3.42

3.38

3.37

3.2

9

3.4

4

3.52

3.23

3.20

3.18

3.16

3.26

3.29

3.6

8

3.49 3

.49

3.5

2

3.54

3.52

3.5

3 3.2

8 2.7

0 2.2

7

2.2

6

2.3

2

2.28

2.262.23

2.2

3

2.2

7

2.27

2.2

8

1.39

1.34

1.402.0

0

1.38

1.372.2

72.6

5

3.1

4

3.50

3.5

0

3.50

3.4

9

3.41

3.5

2

3.42

3.4

8

3.5

5

3.5

2

3.35

318

316

331

330

330

330

325

332

351

354

2.22

2.2

92

492

46

337

335

3283

54

358

354

3.59

353

353

6.6

2.1

4.2

3.3

3

3.3

3

1.9

ROOFWATER IL3.12 45.098

301°22'15"

4.7

35

203°1

7'

5.447187°47'40"

44.164

281°56'20"

7.1

09

0°0

3'

6.3

15

7°4

7'4

0"

6.3

15

23°1

7'

6.3

15

38°4

6'2

0"

2.5

0

2.2

5

2.5

0

2.7

5

3.0

0

3.2

5

3.2

5

3.25

3.50

3.50

3.50

3.50

Lot 194

SINGLE STOREY

RENDERED

DWELLING

SINGLE STOREY

BRICK DWELLING

SINGLE STOREY

RENDERED

DWELLING

A N D R E A

A V E N U E

CONC

CONC

BA

CK

OF

KE

RB

BR

ICK

WA

LL

BRICK WALL

CONCRETE TILT PANEL WALL

ME

TA

LF

EN

CE

METAL FENCE

CONCRETE

RETAINING

WALL

METAL FENCE


BRICK

GARAGE

3.25

3.25

3.5

0

3.2

5

3.0

0

2.7

5

CANAL

SITE BENCHMARK

NAIL IN KERB

RL3.27 (AHD)

WATER METER

SL3.21

WM

ROOFWATER IL3.06

EP

P

POWER POLE

FL3.65

3.27

3.26

3.24

3.23

3.1

5

3.11

3.1

1

3.1

8

3.30 3.42

3.37

3.2

9

3.4

4

3.23

3.20

3.18

3.16

3.26

3.29

3.6

8

3.54

2.2

7

2.2

6

2.3

2

2.28

2.26

2.2

3

2.2

7

2.27

1.39

1.34

1.40

1.38

1.372.2

7

3.50

3.5

0

3.50

3.4

9

3.41 3.5

2

3.42

3.4

8

3.5

2

318

316

331

330

330

330

332

354

353

353

ROOFWATER IL3.12

2.5

0

2.2

5

2.5

0

2.7

5

3.0

0

3.2

5

3.2

5

3.25

3.50

3.50

3.50

3.50

A N D R E A

A V E N U E

BA

CK

OF

KE

RB

BRICK WALL


METAL FENCE

CONCRETE

RETAINING

WALL

METAL FENCE


3.25

3.25

3.5

0

3.2

5

3.0

0

2.7

5

CANAL

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 - GOUND FLOOR

SCALE 1:200 SHEET 4 OF 22 JOB NUMBER - 5536

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

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

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

SETBACKRELAXATIONS

REQUIRED

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

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

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

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

scrapeCUT

scrape

F.L

FILL

3.250G.L

appr

ox.

3.350

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

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

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

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

scrapeCUT

scrape

F.L

FILL

3.500G.L

appr

ox.

4.000

CARPORT ONLY MAIN BUILDING

Phone (07) 55 203 022







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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

5 22


building designers

H 280115

820

920

820820

820

1500

820

920

820820

820

1500

720

720

24-48 panelift door

24-0

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24-09alw

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D.P

D.P

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60090

2,060 90160

90 2,200 90500

90 2,20090

2,000 90 900 2,200 7,59090

5,860

350

5,050

110880

110

500

5,530500

1,69

44,

436

250

250

1,10

090

3,00

090

1,00

060

0250

250

5,88

025

0

5,890

110500

5,93

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0

1,69

44,

436

250

250

1,10

090

3,00

090

1,00

060

025

0

250

5,88

025

0

2,300 840 2,585 8,761 8,944 5,860 1,000 4,400

29,290 5,400

90 2,660 250 425 8,761 8,854 90 4,400 100 1,360 1,000 200 4,000 200

5,890

110500

5,930100

500

5,53

050

0

500

250

5,33

035

0

350

5,050

110880

110 6,500

6,500

6,530

6,53

0

500250

5,330350

6,100

600

5,000

500

500

5,000

600

6,100

1,100 2,390 2,400 600 600 1,200

900 900 900 900 900 900250

900 1,100 2,890 2,400 600

8,08

01,

800

8,08

0

160

4,12

060

02,

400

600

200

160

904,

030

510

902,

400

800

1,50

025

01,

100

9080

090

1,21

090

1,40

01,

100

250

200

250

1,10

090

1,26

090

900

902,

350

250

250

1,10

090

1,26

090

900

902,

350

250

1,69

476

310

02,

924

1,10

01,

800

1,10

02,

924

100

763

1,69

4

14,9

60

200

250

1,10

01,

400

901,

210

9080

090

1,10

025

01,

500

800

2,40

090

510

4,03

090

160

200

600

3,00

04,

120

160

1,800 90 3,500 1,10090

1,10090

1,000 90 2,600

90

20090 2,810 90 7,500

901,000 3,060 600 1,200

30,790 5,400

2,300 840 3,085 9,761 8,944 5,860 1,000 4,400

2,300 90 3,160 250 425 9,761 8,854 90 4,400 100 1,360 1,000 200 4,000 200

600 90 2,560 90160 90

1,100 1,10090 500 90

1,600 90 2,600 90 1,900 1,200 8,590 90 5,860

1,800 90 4,000 1,10090

1,10090

1,600 90 2,00090 200

90 2,810 90 8,500 90 1,000 3,060 600 1,200

90 96090

1,550 90

90 96090

1,55090

1,10

01,

800

1,10

0

700 1,200 1,200

3,00

01,

090

600

600

1,09

03,

000

700 1,200 1,200

860

1,54

0

1,54

086

0

800

800

900 900 900 900 900 900

250 900 900 900 900 900 900 900 250

250 900 900 900 900 900 900 900 250

1,400 600 600 600 1,200 1,000

1,750

190220

190

190220

190

A20

A20

B20

B20

C21

C21

D21

D21

E21

E21

upper levelcantilevered over

mech. ventrequired

upper levelcantilevered over

mech. ventrequired

plaster blind pelmet

plaster blind pelmet

approx. location ofexisting telegraph pole

Tall Cupboard

Tall Cupboard

plumbing duct

plumbing duct

Line of Parapet over

Line of Parapet over

Door heightt.b.c on site

concealedrangehood

concealedrangehood

300mm OH Bench

300mm OH Bench

100mm DiameterRound Post

100mm DiameterRound Post

pantry

RE

F.

WO

appl.

WOROBE

LIN

EN

BUTLERSPANTRY

KIT

CH

EN

PORCH

FOYER

CARPORT

garden

garden

garden

garden

garden

COURTYARD

DINING FAMILY ALFRESCO

BBQ bench

SERVICE COURTYARD

PLUNGE POOLto pool builders specs.

POOL DECK

STUDY

gate

garden

line of deck above

gate

gate

timber arbor

timber arbor

timber arbor

pantry appl.

FW

ROBE

LIN

EN

BUTLERSPANTRY

KIT

CH

EN

PORCH

FOYER

CARPORT

garden

garden

garden

garden

garden

COURTYARD

DINING FAMILYALFRESCO

BBQ bench

SERVICE COURTYARD


POOL DECK

STUDY

gate

garden

garden

line of deck above

gate

gate

timber arbor

timber arbor

timber arbor

villa B

villa A

3020mm ceiling

3020mm ceiling

3020mm ceiling

3020mm ceiling

LIN

EN

FW

LIN

EN

CS

D

CSD

CS

D

CS

D

CSDCS

D

1500

1500

hws

METER BOX

GG

METER BOX

GG

hws

tap

tap

tap

tap

L'D

RY

L'D

RY

NOTES:* Lift off hinges to WC door, as per BCA 3.8.3* Provide GPO & cold water provisions to DW space* ALL External and Internal doors & windows to bemeasured on site and confirmed by builder* Sarking to external walls* Insulation to ceiling (living only) R2.5 batts* All windows & SGD to be tinted* Mechanically vent rooms without natural ventilation* All shower roses to be AAA rated* Maximum water supply pressure not to exceed 500kpaat any outlet* Hot water system shall be heat pump, solar or gas*Water supply outlets to have WELs rating* Toilet cisterns to have dual flush. 6/3 Litre* ALL handrails to be 1000mm above finished floor level* Bedroom windows w. 2m fall height from FL to groundbelow must comply with N.C.C 3.9.2.5. To be fitted withnon-removable screens or restricted to 125mm opening* If more than one smoke alarm is required they must beinterconnected as per BCA 3.7.2

VILLA B FLOOR AREA

01 GROUND FLOOR

02 FIRST FLOOR

03 CARPORT

04 ALFRESCO

05 PORCH

06 DECK

07 ROOF DECK

Area (m2)

131.21

132.16

36.16

24.36

2.78

15.11

111.74

453.52 m2

VILLA A FLOOR AREA

01 GROUND FLOOR

02 FIRST FLOOR

03 CARPORT

04 ALFRESCO

05 PORCH

06 DECK

07 ROOF DECK

Area (m2)

141.53

141.65

36.16

24.36

2.78

15.11

117.62

479.21 m2

GROUND FLOOR PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

TOTAL

40.98sqs

45.51sqs

TOTAL

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JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

6 22


building designers

H 280115

920

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720

1000

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920

920

920

920

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1000hamper

920

920

12-06aaw12-18aaw12-12aaw12-22afg 12-06aaw

24-0

6alw

09-24aaw 09-24aaw

27-3

0afg

27-3

0afg

27-11afg

06-24aaw

09-24aaw

24-27stacker

24-3

6sta

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24-0

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09-24aaw 09-24aaw27

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27-3

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13

14

15

16

17

18

19

20

6

7

8

9

11

12

13

14

15

16

17

18

19

20

6

7

8

9

1

2

3

4

1

2

3

4

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

A20

A20

B20

B20

C21

C21

D21

D21

E21

E21

28,490

4,790 9,196 11,304 3,200

1,200 90 3,410 90 9,196 11,154 150 1,990 100 1,110

90 1,110 90 2,210 90 3,490 90 1,750 90 2,00090

1,100 90 2,410 90 2,000 90 2,170 90 4,800 150 1,700600

900

1,200 90 3,410 90 1,10090

1,10090

600 1,15090

1,250 750 90 3,600 90650

850500 90 500

1,170500

90

1,800 90 500 2,400

2,390 2,400 600

7,58

01,

800

7,58

0

690

3,09

03,

000

600

200

1,80

020

060

03,

000

3,09

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0

903,

600

903,

350

90160

200

1,80

020

016

0 903,

350

903,

600

90

1,50

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01,

680

2,70

01,

10025

020

01,

800

200

250 1,

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2,70

01,

680

150

1,50

0

150

1,10

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1,61

090

1,50

090

1,00

025

02,

200

250

1,00

090

1,50

090

1,61

090

1,10

015

0

150

1,10

052

018

0 1,00

090

2,59

025

02,

200

250

2,59

090

1,00

0180 52

0

1,10

015

0

16,9

60

1,50

01,

983

3,64

745

01,

800

450

3,64

71,

983

1,50

0

1,94

33,

687

250

200

1,80

020

025

03,

687

1,94

3

2,26

090

3,28

025

02,

200

250

3,18

090

2,36

0

1,95

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01,

000

902,

410

250

2,20

02,

660

901,

200

180

1,75

0

150

1,10

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300

9060

03,

300

250

2,20

025

03,

400

600

9020

090 1,10

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0

3,26

7

1,16

71,

200

900

1,18

01,

200

900

900

1,20

01,

380

1,30

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000

900

1,20

01,

201

3,30

1

1,100

1,10

0

90 1,000

1,78390

29,990

5,290 21,500 3,200

1,200 90 3,910 90 21,350 150 2,090 1,110

90 1,110 90 2,710 90 3,490 90 1,750 90 2,00090

1,100 90 2,410 90 2,000 90 1,48090

1,400 90 5,000 150 1,990 100 1,110

1,200 90 3,910 90 1,10090

1,10090 600

1,15090

1,250 750 90 3,600 90 650 850 500

90

500 800

28090

800500

90

2,890 2,400 600

1,800 90 1,000 2,400

600100

1,100 90

600100

1,100 90

650

450

1,700 600 900 450

650

100

2,50

01,

100

1,10

02,

500

100

250

100

250

250

100

250

90420

90

blind recess

blind recess

Hatched area 2700mm high droppedceiling over LINEN to BATH

Hatched area 2700mm high droppedceiling over LINEN to BATH

Slim Flat Roofto Builders Specs

Slim Flat Roofto Builders Specs

Line of Hood Above

Line of Hood Above

handrail 1000mm High

handrail 1000mm High

Box gutter

1 degree Stramit colorbondklip-lok roof sheeting

box gutter


box gutter

Flashing

Flashing

Box gutter

Slash Hatched area2400mm dropped ceilingover LINEN to Shower

Slash Hatched area2400mm dropped ceilingover LINEN to Shower

AC Duct Space

AC Duct Space

Concealed CisternMedicine Cabinet with Mirror DoorRecessed Lighting Under (150mm Width)

Handrail 1000mm High

Handrail 1000mm High

Flashing

FWFW

ROBEROBE

LINEN

LIN

EN

SITTING

BED 3

BED 2 MASTERSUITE

DECK

flashingover

FW

FWFW

ROBE ROBE

LINEN

LIN

EN

SITTING

BED 3

BED 2

MASTERSUITE DECK

flashingover

villa A

seat

niche0412

900affl

shel

ves

shel

ves

shel

ves

mirror

W.I.R

FWvilla B

seat

shel

ves

mirror

W.I.R

2800mm ceiling

3020mm ceiling

3020mm ceiling

2800mm ceiling

3020mm ceiling

3020mm ceiling

M

M

x2

x2

niche0412

900affl

niche0412

900affl

niche0412

900affl


FIRST FLOOR PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

Phone (07) 55 203 022







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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

7 22


building designers

H 280115

06-18afg12-15aaw

24-4

4 bi

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12-1

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06-18afg12-15aaw

24-4

4 bi

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12-1

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4

5

6

7

8

9

10

4

5

6

7

8

9

10

12

13

14

15

16

17

18

19

20

12

13

14

15

16

17

18

19

20

D.P

D.P

A20

A20

B20

B20

C21

C21

D21

D21

E21

E21

51090

7,47090

510 14,39060

901,

980

3,50

090

160

250

350

5,13

015

0

510 90 7,47090

5,13

035

025

0

160

903,

500

1,98

090

60

5,300 510 7,650 471 13,449

5,300 8,670 9,000

5,800 8,670 9,000

51090 90

1,10090

1,100 5,09090 510

90 901,100

901,100 5,090

90

5,800 510 7,650 14,90015

05,

130

440

160

5,88

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160

440

5,13

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0

5,88

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5,63

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020

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4,98

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100

6,08

01,

500

200

250

5,63

0

1,50

05,

880

200

1,80

020

05,

880

1,50

0

27,380

1,10

04,

980

1,50

06,

080

1,80

0

390 210

600

11,000

1,483

11,000

483

Box gutter

Stormwater Grate Drain to Builders Specs

Stormwater Grate Drain to Builders Specs

Timber arbor attached to Wall @ 600mm Centres

Handrail1000mmHigh

Handrail1000mmHigh

Timber Panel Shading to Builders specs

Timber arbor attached to Wall @ 600mm Centres

Timber Panel Shading to Builders specs

1000mm high FG handrail,as per BCA 3.9.2


Rendered wall

Rendered wall

roof

fall

roof

fall

ROOF DECK

ROOF DECK

villa A

villa B

deck

fall

deck

fall

LIVING ROOM

LIVING ROOM

BBQ

BBQ

CARPET

CARPET


ROOF DECK PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

Phone (07) 55 203 022







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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

8 22


building designers

H 280115

500

3,02

0

475

3,02

0

475

2,44

0

3,32

0

2,00

082

050

0

2,40

062

0

795

2,72

060

0

2,94

0

900

10,6

80

375

3,72

0

1,00

01,

200

1,00

0

250

500

Rendered BrickworkCemintel 'BARESTONE'sheet cladding

Selected Timber cladding Open timber pergola

Open timber pergolaCemintel 'BARESTONE'sheet cladding

Cemintel 'BARESTONE'sheet cladding

Selected Timber cladding

Timber deckingaround pool



Rendered 60mm NRGgreenboard wall cladding


Hood


Selected Timber cladding Selected Timber cladding

Brickup base rqd


Flashing

Timber Panel Shading to Builders Specs

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

ELEVATION 1 1:100

500

3,02

0

475

3,02

0

475

2,44

0

10,4

30

2,44

050

0

3,89

5

3,62

0

3,89

5

3,62

0

10,4

30

1,00

0




1200mm high FG pool fence,as per AS1926.1

Open timber pergola


Galv. steelspiral stair case




Brickup base rqd


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

Open timber pergola

Selected Timber claddingSelected Timber cladding

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

ELEVATION 2 1:100

Phone (07) 55 203 022







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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

9 22


building designers

H 280115

250

500

3,02

0

475

3,02

0

475

2,44

0

10,6

80

900

495

3,62

0

4,11

5

3,32

0

2,82

050

0

3,39

5

1,00

0

3,28

5

3,39

5

Rendered BrickworkCemintel 'BARESTONE'sheet cladding

Selected Timber claddingOpen timber pergola







Galv. steelspiral stair case





Hood

Brickup base rqd

Flashing



FLFL

FLFL

CLCL

CLCL

FLFL

CLCL

ELEVATION 3 1:100

750

3,02

0

475

3,02

0

475

2,44

0

10,6

80

2,94

0

2,44

050

0

10,6

80 4,11

5

795

2,72

060

0

2,00

0 3,32

0

2,82

050

0

2,40

0




Silicon butt-jointedFG to ceiling

Open timber pergola Selected Timber cladding


Silicon butt-jointedFG to ceiling

Titl panelconc. fencing


FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

ELEVATION 4 1:100

Phone (07) 55 203 022







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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

10 22


building designers

H 280115

250

500

3,02

0

475

3,02

0

475

2,44

0

10,6

804,11

5

2,40

062

0

795

2,72

060

0

3,32

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2,82

050

0

375

1,00

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0

500

900

700

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0








Open timber pergola


Rendered Brickwork Open timber pergolaBrickup base rqd



Non removable screen toAll bedroom windows on first floor

Timber Panel Shading to Builders SpecsStramit colorbond capping to top

of all parapet walls

FLFL

FLFL

CLCL

CLCL

FLFL

CLCL

ELEVATION 5 1:100

500

3,02

0

475

3,02

0

475

2,44

0

8,49

010,6

80 4,11

5

795

2,72

060

0

2,40

062

0

3,32

0

2,82

050

0

900

700

1,20

0

250

500







Stramit colorbond capping to topof all parapet walls

Open timber pergola


Rendered BrickworkOpen timber pergola Brickup base rqd



Non removable screen toAll bedroom windows on first floor


FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

ELEVATION 6 1:100

Phone (07) 55 203 022







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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

11 22


building designers

H 280115

820

920

820820

820

1500

820

920

820820

820

1500

720

720

24-48 panelift door

24-0

7afg

24-3

6 bi

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d do

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24-09afg

07-28afg07-20afg

24-09alw 24-48SD

24-0

6alw

15-3

0afg

30-24afg

15-05afg

24-09alw

24-09alw

24-09alw

24-4

8 pa

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24-0

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24-09afg

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24-09alw 24-48SD24-0

6alw

15-3

0afg

30-24afg

15-05afg

24-09alw

24-09alw

24-09alw

1 2 3 4

12

1

2

12345678

11

12

13

14

1

2

3

4

5

6

7

8

9

1 2 3 4

12

1

2

12345678

11

12

13

14

1

2

3

4

5

6

7

8

9

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

TV

P.

P.

P.

P.

External Lights

External Lights

External Lights

upper level

waterproof dppfor external use

TV

P.

P.

P.

P.

External Lights

External Lights

External Lights

upper level

for Pool


hws

METER BOX

GG

METER BOX

GG

hws

tap

tap

tap

tap

spp for HPspp for DWUnd

er b

ench

spp for MW

spp for REF

spp for R'HOOD

spp for remotecontrolled paneliftdoor two handsetssupplied

spp for remotecontrolled paneliftdoor two handsetssupplied

spp for R'HOOD

spp for REF

spp for MW

spp for MW

spp for MW

spp for DW

spp for DW

spp for DW

spp for HP

Und

er b

ench

Abo

ve b

ench

Abo

ve b

ench

for Pool

GROUND FLOOR ELECTRICAL PLAN

SCALE 1:100

PROVIDE 80% min. ENERGY EFFICIENT LIGHTINGAS PER QUEENSLAND DEVELOPMENT CODE GUIDELINES

CLIENT 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


DOUBLE GPO'S - 300 OFF FLOOR

TV ANTENNA POINT

EXHAUST FAN

FLUORESCENT LIGHT

PHONE OUTLET-300 OFF FLOOR

CEILING FAN

DOWN LIGHT

WALL LIGHT

SMOKE DETECTOR

FLOOD LIGHT

PENCIL SPOT

SPECIAL LIGHT

SWITCH POINTS @ 1350 OFF FLOOR


CEILING LIGHT (BATTEN HOLD)

NOTES:

* ALL external power points to be weather-proof

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

FP.FLUORESCENT PENCIL SPOT

FIBER OPTIC CABLES LAID FOR SMART HOUSE COMMUNITY

Phone (07) 55 203 022







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BU

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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

12 22


building designers

H 280115

920

920

720

1000

hamper

920

920

920

920

720

1000hamper

920

920


24-0

6alw

09-24aaw 09-24aaw

27-3

0afg

27-3

0afg

27-11afg

06-24aaw

09-24aaw

24-27stacker

24-3

6sta

cker


24-0

6alw

09-24aaw 09-24aaw

27-3

0afg

27-3

0afg

27-11afg

06-24aaw

09-24aaw

24-27stacker

24-3

6sta

cker

11

12

13

14

15

16

17

18

19

20

6

7

8

9

11

12

13

14

15

16

17

18

19

20

6

7

8

9

1

2

3

4

1

2

3

4

D.P

D.P

D.P

D.P

D.P

D.P

D.P

D.P

M

M

P.

P.

P.

upper level

lower level

P.

P.

P.

upper level

lower level

TV

TV

FIRST FLOOR ELECTRICAL PLAN

SCALE 1:100



P.

ELECTRICAL LEGEND

TV

CEILING FAN LIGHT

PHONE OUTLET


METER BOX




TV ANTENNA POINT

EXHAUST FAN

FLUORESCENT LIGHT


CEILING FAN

DOWN LIGHT

WALL LIGHT

SMOKE DETECTOR

FLOOD LIGHT

PENCIL SPOT

SPECIAL LIGHT




NOTES:





Phone (07) 55 203 022







THIS

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OR

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E O

F T

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BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

13 22


building designers

H 280115

06-18afg12-15aaw

24-4

4 bi

-fol

d do

ors

12-1

8aaw

06-18afg12-15aaw

24-4

4 bi

-fol

d do

ors

12-1

8aaw

4

5

6

7

8

9

10

4

5

6

7

8

9

10

12

13

14

15

16

17

18

19

20

12

13

14

15

16

17

18

19

20

D.P

D.P

roof

fall

roof

fall


lower level


lower level

deck

fall

deck

fall

ROOF DECK ELECTRICAL PLAN

SCALE 1:100



P.

ELECTRICAL LEGEND

TV

CEILING FAN LIGHT

PHONE OUTLET


METER BOX




TV ANTENNA POINT

EXHAUST FAN

FLUORESCENT LIGHT


CEILING FAN

DOWN LIGHT

WALL LIGHT

SMOKE DETECTOR

FLOOD LIGHT

PENCIL SPOT

SPECIAL LIGHT




NOTES:





Phone (07) 55 203 022







THIS

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XC

LUS

IVE

PR

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OF

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DIN

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RF

OR

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NC

E O

F T

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BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

14 22


building designers

H 280115

7500 Max

METAL BATTENS @ 900 cts

MAIN ROOF

DIMENSION 'A'

3 COMMON FOR OPENING < 2700

TIMBER LISTSEAS. PINEWALL FRAMING



3000 MAX. HT.

LINTELS & BEAMS

ROOF BATTENS

ROOF FRAMING

JAMB STUDS

NOGGING

NON-LOADBEARING

STUDS

LOADBEARING

STUDS

BOTTOM PLATE

NON-LOADBEARINGTOP PLATE

LOADBEARINGTOP PLATE

OR F27 HARDWOOD

MGP12 TUAN PINE

SHEET METAL ROOFROOF MATERIAL

2/90 x 35 (MGP12)

90 x 35 (MGP10)

90 x 35 (MGP10)ON SOLID BLOCKING

90 x 35 (MGP12) @ 450 CTS. TO 3000MAX HEIGHT WITH NOGGING @ 1350CTS

90 x 35 (MGP10) @ 450 CTS.

90 x 35 (MGP10) STAGGERED@ 1350 CTS

N3/SR 90mm

ALL CONSTRUCTION SHALL BE NOT LESSTHAN AS PRESCRIBED IN THE BUILDING ACTand THE BUILDING CODE of AUST. & A.S.1684.2-2010.

ENGINEER DESIGNED ROOF TRUSSES @600 CTS. (SEAS. PINE)

SILL MEMBERS

LINTEL TRIMMER & SILL

MAX OPENING

BASED ON 2100 DOOR/ WINDOW HEAD HEIGHT

90 X 35 MGP122/90 X 353/90 X 354/90 X 35

2400270033003600

1/Framing anchor6/2.8 dia nails at each

end

SLAB

TOP PLATE TO

9.21 (d)12kN

9.13

9.13

12kN 9.20 (c)

FIXING OF

No

TABLE UPLIFT

FORCE No

METHODFIGURE

OF FIXING

ROOF BATTEN TO

TRUSS / RAFTER

9.14 9.25 (d)

9.21 (b)9.13TRUSS / RAFTER

TO TOP PLATE

1/75mm No14 type 17

screw

TIE DOWN FIXINGS

LINTEL TIE DOWN

(EACH SIDE OF

OPENING) RLW

7500

30 x 0.8 GI strap.4/2.8 dia nails each

end to stud

30 x 0.8 GI strap.

6/2.8 dia nails each

end to stud

9.13

9.13

M12 rod

M16 rod

9.13

9.13

5.9kN

8.4kN

20kN

35kN

9.20 (a)

9.20 (a)

9.20 (c)

9.20 (d)

1.6 kN

6.0 kN

M12 rods cast into

slab at 1200mm crts.

Windows>1200 wide

see top plate to lintel

TOP PLATE

TO LINTEL

30 x 0.8 GI strap @

900 cts looped under

each end. 4/2.8 dia

nails each end

MAX OPENING

900

1500

3900

4200

1 2 3 4

12

1

2

12345678

11

12

13

14

1

2

3

4

5

6

7

8

9

1 2 3 4

121

2

12345678

11

12

13

14

1

2

3

4

5

6

7

8

9

Ste

el P

orta

l Fra

me

Ste

el P

orta

l Fra

me

Ste

el P

orta

l Fra

me

Ste

el P

orta

l Fra

me

TRUSSES & LINTELS AS PER

TRUSS MANUFACTURERS

SPECIFICATIONS

GROUND FLOOR BRACING PLAN

SCALE 1:100

TIMBER FRAME & TRUSSES3020mm PITCHING HEIGHT1 Deg ROOF PITCHCOLORBOND 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 R

EQ

UIR

ED

BR

AC

ING

PR

OV

IDE

D

BRACING REQUIRED

257.

34 k

N23

2.20

kN

83.62 kN

BRACING PROVIDED 86.40 kN

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

BR

AC

ING

RE

QU

IRE

DB

RA

CIN

G P

RO

VID

ED

BRACING REQUIRED

269.

12 k

N23

2.20

kN

BRACING PROVIDED

Villa A

Villa B

86.40 kN

83.97 kN

Bracing T.B.C by ICON ENGINEERS


Phone (07) 55 203 022







THIS

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PA

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EG

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PE

RF

OR

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NC

E O

F T

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BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

15 22


building designers

H 280115

7500 Max


MAIN ROOF

DIMENSION 'A'





3000 MAX. HT.

LINTELS & BEAMS

ROOF BATTENS

ROOF FRAMING

JAMB STUDS

NOGGING

NON-LOADBEARING

STUDS

LOADBEARING

STUDS

BOTTOM PLATE



OR F27 HARDWOOD

MGP12 TUAN PINE


2/90 x 35 (MGP12)

90 x 35 (MGP10)



90 x 35 (MGP10) @ 450 CTS.


N3/SR 90mm



SILL MEMBERS


MAX OPENING


90 X 35 MGP122/90 X 353/90 X 354/90 X 35

2400270033003600

1/Framing anchor6/2.8 dia nails at each

end

SLAB

TOP PLATE TO

9.21 (d)12kN

9.13

9.13

12kN 9.20 (c)

FIXING OF

No

TABLE UPLIFT

FORCE No

METHODFIGURE

OF FIXING

ROOF BATTEN TO

TRUSS / RAFTER

9.14 9.25 (d)


TO TOP PLATE

1/75mm No14 type 17

screw

TIE DOWN FIXINGS

LINTEL TIE DOWN

(EACH SIDE OF

OPENING) RLW

7500

30 x 0.8 GI strap.4/2.8 dia nails each

end to stud

30 x 0.8 GI strap.


end to stud

9.13

9.13

M12 rod

M16 rod

9.13

9.13

5.9kN

8.4kN

20kN

35kN

9.20 (a)

9.20 (a)

9.20 (c)

9.20 (d)

1.6 kN

6.0 kN

M12 rods cast into


Windows>1200 wide

see top plate to lintel

TOP PLATE

TO LINTEL

30 x 0.8 GI strap @

900 cts looped under

each end. 4/2.8 dia

nails each end

MAX OPENING

900

1500

3900

4200

11

12

13

14

15

16

17

18

19

20

6

7

8

9

11

12

13

14

15

16

17

18

19

20

6

7

8

9

1

2

3

4

1

2

3

4

M

M


TRUSS MANUFACTURERS

SPECIFICATIONS

FIRST FLOOR BRACING PLAN

SCALE 1:100

BR

AC

ING

RE

QU

IRE

DB

RA

CIN

G P

RO

VID

ED

BRACING REQUIRED

121.

56 k

N12

4.00

kN

45.22 kN



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

BRACING LEGEND




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





N3/SRNOTES:* Engineer to specify ALL roof strapping and any




BR

AC

ING

RE

QU

IRE

DB

RA

CIN

G P

RO

VID

ED

BRACING REQUIRED

126.

00 k

N12

9.60

kN

BRACING PROVIDED

Villa A

Villa B

48.60 kN

45.55 kN



Phone (07) 55 203 022







THIS

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OS

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RIT

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N D

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NS

ION

S T

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DE

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E O

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SIZ

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BE

WA

RN

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: SU

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TIT

UT

ION

OF

AN

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TR

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RS

, AN

D O

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RIA

TIO

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O A

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PA

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WIL

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PO

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AN

BU

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DE

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NS

FO

R T

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RU

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INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

16 22


building designers

H 280115

7500 Max


MAIN ROOF

DIMENSION 'A'





3000 MAX. HT.

LINTELS & BEAMS

ROOF BATTENS

ROOF FRAMING

JAMB STUDS

NOGGING

NON-LOADBEARING

STUDS

LOADBEARING

STUDS

BOTTOM PLATE



OR F27 HARDWOOD

MGP12 TUAN PINE


2/90 x 35 (MGP12)

90 x 35 (MGP10)



90 x 35 (MGP10) @ 450 CTS.


N3/SR 90mm



SILL MEMBERS


MAX OPENING


1/Framing anchor

6/2.8 dia nails at eachend

SLAB

TOP PLATE TO

9.21 (d)12kN

9.13

9.13

12kN 9.20 (c)

FIXING OF

No

TABLE UPLIFT

FORCE No

METHODFIGURE

OF FIXING

ROOF BATTEN TO

TRUSS / RAFTER

9.14 9.25 (d)


TO TOP PLATE

1/75mm No14 type 17screw

TIE DOWN FIXINGS

LINTEL TIE DOWN

(EACH SIDE OF

OPENING) RLW

7500

30 x 0.8 GI strap.

4/2.8 dia nails eachend to stud

30 x 0.8 GI strap.


end to stud

9.13

9.13

M12 rod

M16 rod

9.13

9.13

5.9kN

8.4kN

20kN

35kN

9.20 (a)

9.20 (a)

9.20 (c)

9.20 (d)

1.6 kN

6.0 kN

M12 rods cast into


Windows>1200 widesee top plate to lintel

TOP PLATE

TO LINTEL

30 x 0.8 GI strap @900 cts looped under

each end. 4/2.8 dia

nails each end

90 X 35 MGP122/90 X 353/90 X 354/90 X 35

2400270033003600

MAX OPENING

900

1500

3900

4200

4

5

6

7

8

9

10

4

5

6

7

8

9

10

12

13

14

15

16

17

18

19

20

12

13

14

15

16

17

18

19

20

roof

fall

roof

fall

deck

fall

deck

fall


TRUSS MANUFACTURERS

SPECIFICATIONS

ROOF DECK FLOOR BRACING PLAN

SCALE 1:100

BR

AC

ING

RE

QU

IRE

DB

RA

CIN

G P

RO

VID

ED

BRACING REQUIRED

11.0

3 kN

14.4

0 kN

13.98 kN



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

BRACING LEGEND




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





N3/SRNOTES:* Engineer to specify ALL roof strapping and any




Villa A & Beach rqd. prvd.



Phone (07) 55 203 022







THIS

DE

SIG

N IS

TH

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XC

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IVE

PR

OP

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OF

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UA

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OS

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DIN

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IGN

SN

.B A

LL W

RIT

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N D

IME

NS

ION

S T

AK

E P

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DE

NC

E O

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R S

CA

LED

SIZ

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BE

WA

RN

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: SU

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TIT

UT

ION

OF

AN

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TR

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RA

L M

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BE

RS

, AN

D O

R A

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VA

RIA

TIO

N T

O A

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PA

RT

OF

TH

E D

ES

IGN

WIL

L V

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AN

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PO

NS

IBIL

ITIE

S O

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T O

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AN

BU

ILD

ING

DE

SIG

NS

FO

R T

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ST

RU

CT

UR

AL

INT

EG

RIT

Y A

ND

PE

RF

OR

MA

NC

E O

F T

HE

BU

ILD

ING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

17 22


building designers

H 280115

2,300 600 2,900 425 18,705

2,900 22,030 4,060 600 1,200

900

600

6,22

036

01,

800

360

6,22

060

090

0

160

4,12

03,

000

600

200

1,80

080

03,

000

4,12

016

0

4,28

01,

460

1,54

060

020

01,

800

200

600

1,54

01,

460

4,28

0

8,08

01,

800

8,08

0

17,9

60

2,900 20,530 4,060 600 1,200

8,388 29,290 5,400

7,742 30,790 5,400

17,9

60

3,53

94,

466

900

150

900

4,46

63,

539

2,61

417

14,

284

1,83

515

01,

835

4,28

417

12,

614

1,50

05,

480

1,10

01,

800

1,10

05,

480

1,50

0

5,48

065

025

020

01,

800

200

250

650

5,48

0

6,38

02,

200

6,38

0

4,060 600 1,200

7,742 1,100 2,890 2,400 600 2,290 2,000

8,768 1,100 2,390 2,400 600 2,290 2,000

2,300 600 2,400 425 17,705

6,500

9,033

6,800

8,126

6,654

1,0154,464

6,500

6,933

6,800

8,126

6,654

1,0154,464

500

5,930100

6,53

0

750

5,680100

500

5,53

0

500

100

5,93

0

500

100

5,68

0

750

6,530500

5,530500

900

2,064

1,5601,400160

2,20

0

1,02

5150 1,

025

2,06

4

900

1,56

0

160

1,40

0

1,10

0

650

250

200

1,10

0

200

250

650

4,400 1,000

900

150

900

1,95

0

1,100

5,400100

1,100

5,400100

6,600

5005,600

500

500

5,600500

160

900

600

840 2,585

976

976

600

1,800

1,800

600

840 3,085

160

600

900

200

200

2,300 3,425 8,761 8,944 5,860 1,000 4,400

2,300 3,925 9,761 8,944 5,860 1,000 4,400

3,87

4

1,410

1,410

3,87

4

2,24

02,

240

9,580

9,58055

0

550

4,770

4,770

24,286

22,816

200

200

200

200

200

200

550

550

1,300

1,300

Slab & footing design to engineers detail

Column pad footing toengineers detail

Slab & footing design to engineers detail

Column pad footing toengineers detail

sink

sinksink

tub

sink

sink

basin

fw

wc

sink

tub

basin

fw

wc

PADRL 3.500mFFLRL 4.000m

(all levels t.b.c on site)

100mmstepdown

100mmstepdown

100m

mst

epdo

wn

100m

mst

epdo

wn

100mmstepdown

100mmstepdown

700mmstepdown

700mmstepdown

700mmstepdown

700mmstepdown

wet area

wet area

Diagonal Dimension

Diagonal DimensionPADRL 3.500mFFLRL 4.000m




9.72 Degree

9.72 Degree





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

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DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

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CUSTOM

1:100 @ A2

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building designers

H 280115

Connection T.B.C by Engineer






Connection T.B.C by Engineer Stair Void

Stair Void

FIRST FLOOR JOIST PLAN

SCALE 1:100


JOIST LAYOUT IS DIAGRAMMATIC ONLY - ENGINEER TO CONFIRMALL MEMBERS TO BE SPECIFIED BY ENGINEER

ALL BEAMS TO BE IN PLANE OF FLOOR JOISTS WHERE POSSIBLE

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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

19 22


building designers

H 280115

Stair Void

Stair Void

ROOF DECK FLOOR JOIST PLAN

SCALE 1:100


JOIST LAYOUT IS DIAGRAMMATIC ONLY - ENGINEER TO CONFIRMALL MEMBERS TO BE SPECIFIED BY ENGINEER

ALL BEAMS TO BE IN PLANE OF FLOOR JOISTS WHERE POSSIBLE

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JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

20 22


building designers

H 280115

500

3,02

0

475

3,02

0

475

2,44

0


1200mm highhandrail




Bulkhead 200mm down

Bulkhead 320mm down

SECTION 1:100

5A

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

BUTLERSPANTRY

KITCHENPORCH FOYER

CARPORT


POOL DECK

timber arbor

villa A

SITTING BED 2 MASTER SUITE DECKW.I.R2800mm ceiling3020mm ceiling

STAIRCASE

timber arbor

ROOF DECK

LIVING ROOM

Stair info:Risers @ 175mmGoing @ 300mm

Slab & footings as per soilengineers specs



1 degree Trusses toManufactureres Details

Slab & footings(brick up Base rqd)as per soil engineers specs

brick up Base rqdas per soil engineers specs

NGL

Binders @ 3000 Ctrs

Floor Joists @ 450 CtrsFloor Joists @ 450 Ctrs

Binders @ 3000 Ctrs

Floor Joists @ 450 Ctrs

Deck Joists @ 450 Ctrs

3,02

0

475

3,02

0

475

2,44

0


1200mm highhandrail




Bulkhead 200mm down

SECTION 1:100

5B

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

study bench

KITCHENFOYER

CARPORT



STUDY

villa B

LINENBED 3 BED 2 MASTER SUITE DECKflashing

over

W.I.R2800mm ceiling3020mm ceiling

timber arbor

ROOF DECK

LIVING ROOMSINK & BBQ

650







Slab & footings as per soilengineers specs



AC Space in Bulkhead620mm Down

NGL

Binders @ 3000 Ctrs




Binders @ 3000 Ctrs

Binders @ 3000 Ctrs

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,

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

PARAPET DETAIL TYPICAL 1:20

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

fall to downpipesbase board to achieve requiredBox guttering on battened plywood

Flashing continuous under

first roof batten

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

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CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

21 22


building designers

H 280115

500

3,02

0

475

3,02

0

475

2,44

0

290

290



box gutter

flashing

flashing

flashing

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

PORCHRO

BE

FOYERSTUDY

BED 3RO

BE

SITTINGBED 3

truss upstandtruss upstand

VOIDabove

PORCH

SECTION 1:100

5C Slab & footings

(brick up Base rqd)as per soil engineers specs



NGL


Binders @ 3000 Ctrs


villa A villa B

Binders @ 3000 Ctrs

500

3,02

0

475

3,02

0

475

2,44

0

180

180



box gutter

flashing


box gutterbox gutter

HoodHood


flashing flashing

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

LIN

EN

HALL HALL

HALLHALLSTAIRCASE STAIRCASE


SECTION 1:100

5D





Slab & footings(brick up Base rqd)

as per soil engineers specs

NGL

Floor Joists

Binders @ 3000 Ctrs

Floor Joists

Binders @ 3000 Ctrs

Floor JoistsFloor Joists

villa A villa B

500

3,02

0

475

3,02

0

475

2,44

0

180

180

box gutterbox gutter

HoodHood

Bulkhead 320mm downBulkhead 620mm down

flashing flashing


box gutter1 degree Stramit colorbond

klip-lok roof sheeting

FL FL

FL FL

CL CL

CL CL

FL FL

CL CL

BUTLERSPANTRYKITCHEN

BATHBED 2

LIVING ROOM

SECTION 1:100

5E

LIVING ROOM


Slab & footings(brick up Base rqd)

as per soil engineers specs

AC Space in Bulkhead620mm Down

NGL





villa A villa B

Binders @ 3000 CtrsBinders @ 3000 Ctrs

3,02

0

3,02

0

900

700

800

4058

0

2,40

062

0

900

700

4028

028

024

058

0

Bulkhead above OH CabinetOverhead display shelvesto builders specs

FL

CL

FL

CL

Concealed Rangehood

Sink

KITCHEN ELEVATION 1 1:50

Cooktopfg fg

DWSpaceOnly

3,02

0

3,02

0

900

700

800

40

580

2,40

062

0

1,80

060

0

40

580

Bulkhead above OH CabinetBulkhead above OH Cabinet

FL

CL

FL

CL

REF. SpaceOnly

WOCSD to Pantry

WOappl.


MW Space MW Space

3,02

0

3,02

0

900

700

800

900

2,12

0

2,40

040

580

drawers

Gable End & Bench Top

Bulkhead above OH Cabinet

FL

CL

FL

CL


DWSpaceOnly

3,02

0

3,02

0

1,10

020

01,

100

2,40

062

0

2,40

030

032

0

900

400

1,10

0

Wall Mount Vanity

AC Space

Bulkhead above Medicine CabinetMedicine Cabinet with Mirror

Mirror

Niche1200mmwide

FL

CL

FL

CL320mm Down Bulkhead620mm Down

Bulkhead

Recessed Lighting under Cabinet

BATH ELEVATION 1:50

Bath

Shower

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) 55 203 022







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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTEREDMEMBER OF


PROPOSED DWELLINGS


BROADBEACH WATERS

5536

RH / ST

A 09/05/2014

B 130514C 260514D 030714E 080714F 160914G 230115

SO

CUSTOM

1:100 @ A2

22 22


building designers

H 280115

metal fascia & gutter

600

Sheet metal roof with metal battens @900mm cts

two framing anchor to be fixed to each endof 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 a

s no

min

ated

or a

s no

min

ated

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 nails

30x0.8mm 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


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 PLANSSUPERSEDE 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 BUILDINGBE 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

N3/SR/brick veneer

RH / STCUSTOM

5536

ADRIAN HILL DEVELOPMENTSNUMBER 16 ANDREA AVENUE

BROADBEACH WATERS <DATEOFISSUE>

22221:100 @ A3

####

Documents

PROPOSED DWELLINGS FOR ADRIAN HILL …...ADRIAN HILL DEVELOPMENTS NUMBER 16 ANDREA AVENUE BROADBEACH WATERS JOB NUMBER - 5536 NOTES: * IMAGES ARE DIAGRAMATIC ONLY * REFER TO ELEVATIONS