PROPOSED VILLAS FOR MR. C. PHILLIPS - Amazon S3 · 2015. 8. 13. · all pool fencing shall be min....

MR. C. PHILLIPS

NUMBER 16

SHERIDAN PARK AVE

BROADBEACH WATERS

JOB NUMBER - 5650

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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DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16

SHERIDAN PARK AVE

BROADBEACH WATERS

5650

RH/CV

A 27/08/2014

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queensland inc.association of

building designers

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






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DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16

SHERIDAN PARK AVE

BROADBEACH WATERS

5650

RH/CV

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building designers

DESCRIPTIONREV. DATE

PRELIMINARY PLANS ISSUEDA 270814

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.

MR. C. PHILLIPSNUMBER 16

SHERIDAN PARK AVE

BROADBEACH WATERS

JOB NUMBER - 5650

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

ROOF DECKS ADDEDB 040914RH

MODIFY CARPORT SETBACKS & VXO LOCATIONC 191114RH

SEPARATE CARPORTS - SINGLE VXOD 031214RH

WORKING DRAWINGS ISSUEDE 230115CV

AMENDS TO WDRWGS - REMOVED ROOF DECK & ENTERTAININGF 130315CV

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






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JOB NUMBER

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DRAWN BY CHECKED BY

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DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16

SHERIDAN PARK AVE

BROADBEACH WATERS

5650

RH/CV

A 27/08/2014

B040914

C191114

D031214

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building designers

REPORT STATUS DATE

WORKPLACE HEALTH & SAFETY REPORTCOMPLETED - DISCUSSED WITH & PROVIDED TOCLIENT ALONG WITH WORKING DRAWINGS 230115

MR. C. PHILLIPSNUMBER 16

SHERIDAN PARK AVE

BROADBEACH WATERS

JOB NUMBER - 5650

b) SLIPPERY OR UNEVEN SURFACES

FLOOR FINISHES

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

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

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

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

equivalent or better slip resistance should be chosen.

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

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

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

STEPS, LOOSE OBJECTS AND UNEVEN SURFACES

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

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

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

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

when the building operates as a workplace.

Building owners and occupiers should monitor the pedestrian access ways

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

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

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

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

removed from access ways.

Contractors should be required to maintain a tidy work site during

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

in the workplace. Materials for construction or maintenance should be

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

2. FALLING OBJECTS

LOOSE MATERIALS OR SMALL OBJECTS

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

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

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

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

onto persons below.

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

is being carried out.

2. Provide toeboards to scaffolding or work platforms.

3. Provide protective structure below the work area.

4. Ensure that all persons below the work area have

Personal Protective Equipment.

BUILDING COMPONENTS

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

structure including fabricated steelwork, heavy panels and many other

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

place. Contractors should ensure that temporary bracing or other required

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

the area is a possibility.

Mechanical lifting of materials and components during construction,

maintenance or demolition presents a risk of falling objects. Contractors

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

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

restricted.

3. TRAFFIC MANAGEMENT

Parking of vehicles or loading/unloading of vehicles on this roadway may

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

this building designated parking for workers and loading areas should be

provided. Trained traffic management personnel should be responsible for

the supervision of these areas.

Construction of this building will require loading and unloading of materials

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

loading areas and trained traffic management personnel should be used to

supervise loading/unloading areas.

Busy construction and demolition sites present a risk of collision where

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

plan supervised by trained traffic management personnel should be

adopted for the work site.

4. SERVICES

Rupture of services during excavation or other activity creates a variety of

risks including release of hazardous material. Existing services are located

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

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

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

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

where necessary, specialist contractors should be used.

(in locations with underground power)

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

power lines must be disconnected or carefully located and adequate

warning signs used prior to any construction, maintenance or demolition

commencing.

(in locations with overhead power lines )

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

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

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

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

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

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

5. MANUAL TASKS

Components within this design with a mass in excess of 25kg should be

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

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

component mass.

All material packaging, building and maintenance components should

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

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

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

may occur.

Construction, maintenance and demolition of this building will require the

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

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

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

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

Protective Equipment should be used in accordance with manufacturer’s

specification.

6. HAZARDOUS SUBSTANCES

ASBESTOS

(for alterations to a building constructed prior to 1990)

This building was constructed prior to 1990 and therefore may contain

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

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

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

structure.

(for alterations to a building constructed prior to 1986)

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

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

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

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

structure.

POWDERED MATERIALS

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

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

construction, operational maintenance or demolition should ensure good

ventilation and wear Personal Protective Equipment including protection

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

cutting or otherwise disturbing or creating powdered material.

TREATED TIMBER

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

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

Persons working on or in the building during construction, operational

maintenance or demolition should ensure good ventilation and wear

Personal Protective Equipment including protection against inhalation of

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

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

treated timber.

VOLATILE ORGANIC COMPOUNDS

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

cleaning materials and disinfectants have dangerous emissions. Areas

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

being used and for a period after installation. Personal Protective

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

use must be carefully considered at all times.

SYNTHETIC MINERAL FIBRE

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

insulation may contain synthetic mineral fibre which may be harmful if

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

or the body. Personal Protective Equipment including protection against

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

working near bulk insulation material.

TIMBER FLOORS

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

where finishes are applied should be kept well ventilated during sanding

and application and for a period after installation. Personal Protective

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

use must be carefully considered at all times.

7. CONFINED SPACES

EXCAVATION

Construction of this building and some maintenance on the building will

require excavation and installation of items within excavations. Where

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

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

adequate support for the excavated area should be provided to prevent

collapse. Warning signs and barriers to prevent accidental or unauthorised

access to all excavations should be provided.

ENCLOSED SPACES

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

for construction, maintenance or any other purpose. The design

documentation calls for warning signs and barriers to unauthorised access.

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

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

Personal Protective Equipment should be provided.

SMALL SPACES

Some small spaces within this building will require access by construction

or maintenance workers. The design documentation calls for warning signs

and barriers to unauthorised access. These should be maintained

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

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

Manual lifting and other manual activity should be restricted in small

spaces.

8. PUBLIC ACCESS

Public access to construction and demolition sites and to areas under

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

barriers to unauthorised access should be provided. Where electrical

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

be secured when not fully supervised.

9. OPERATIONAL USE OF BUILDING

This building has been designed to requirements of the specific building

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

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

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

Health and Safety Act 2011 or subsequent replacement Act.

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

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

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

user.)

10. OTHER HIGH RISK ACTIVITY

All electrical work should be carried out in accordance with Code of

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

licensing requirements.

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

Practice: Managing Risks of Plant at the Workplace.

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

Managing Noise and Preventing Hearing Loss at Work.

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

care be exercised when undertaking work involving steel construction and

concrete placement. All the above applies.

WORKPLACE HEALTH &

SAFETY REPORT

Compiled in accordace with Work Health and

Safety Act 2011.

IDENTIFIED HAZARD AREAS

1. FALLS, SLIPS, TRIPS

a) WORKING AT HEIGHTS

DURING CONSTRUCTION

Wherever possible, components for this building should be prefabricated

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

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

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

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

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

falling more than two metres is a possibility.

DURING OPERATION OR MAINTENANCE

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

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

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

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

codes of practice, regulations or legislation.

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

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

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

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

accordance with relevant codes of practice, regulations or legislation.

Anchorage points for portable scaffold or fall arrest devices have been

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

engaged to work on the building after completion of construction work

should be informed about the anchorage points.

PROPOSED VILLAS FOR

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






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OF

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G

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PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16

SHERIDAN PARK AVE

BROADBEACH WATERS

5650

RH/CV

A 27/08/2014

B040914

C191114

D031214

E230115

F130315

SO

CUSTOM

1:100 @ A2

5 19


building designers

1.86

SITE BENCHMARKNAIL IN KERBRL2.86 (AHD)

WM

WM

2. 94

EPP

POWER POLE

FL3.52

FL3.76

3.20

3. 51

3.42

3.27

3. 40

3. 13

2.82

2.84

2 . 8 7

2 .8 9

2 . 9 1

2.92

3 .2 13 . 4 3

3 . 2 5

1. 25

3. 50

3 . 1 1

3.13

3. 103. 35

3.50

3 .4 9

3 .4 6

3. 49

3 . 3 9

3 . 4 7

3 .5 5

3 .1 2

3 .1 4

3 .5 1

3. 51

3 .5 4

3. 52

3 . 4 8

3 . 5 4

3.61

3. 59

3 . 5 6

3 .5 6

3 .5 53 . 5 73 . 5 1

3. 66

3 . 6 7

3 . 6 8

3.69

3. 67

3.68

3 . 6 9

3. 67

2.14

3 .68

3. 69

3.36

2.51

1 . 1 6

3 . 6 7

3. 66

2.41

2.52

2 . 4 7

2. 52

1. 59

1 . 6 3

1.46

1 .3 8

1 . 0 5

1. 05

1 . 0 5

1 .0 6

1 . 0 6

2. 983 . 1 8

3.57

3 . 56

2. 43

Lot 57

2.87

2. 92

2 .7 9

2 .8 2

2 .6 6

1.61

1 . 5 9 2.82

2.73

3. 51

3 . 5 5

3.49

3.46

3.042 . 8 9

2. 89

2. 84

1.06

1 .8 8

SINGLE STOREY

RENDERED

DWELLING

CANAL

1. 861

.35

0.58

0.11

0 . 1 1

1.50

1.75 3 . 0 0

2 STOREY

TIMBER

DWELLING

SINGLE STOREY

RENDERED

DWELLING

S H E R I D A N

P A R K

A V E N U E

3. 50

3. 00

3.00

BA

CK

OF

KE

RB

3 . 5 0 3 . 5 0

3

3 9

3 .4 1

3 .4 5

3 .6 1

3 .6 4

3 . 3 1

2

9 9

3 .1 7

3 . 3 5

3 .2 8

3. 38

3 . 45

3

5 2

3.36

3.38

3 .1 7

3. 41

3

5 0

3 . 57

3 . 55

3 .3 3

3 .4 5

3 .5 0

3 .4 8

3. 51

3. 60

3

5 7

3

6 03

5 7

3

5 9

3

6 1

3 .5 3

3.47

2. 95

2.90

2 .8 0

2. 82

2

7 9

2. 66

2

6 5

2 .6 4

2 .6 1

2.79

2

8 2

2

8 52. 78

POOL

3 . 3 5

3.43

2. 29

2.26

2 . 3 4

2 . 3 6

2.04

2 . 0 0 2. 81

3. 25

2. 50

3. 00

1.50

2. 50

SPA

RENDERED

FENCE

R E N D E R E D F E N C E

18. 545

G A RDE N

GARDEN

UNDERCOVER

AREA

DECK

RETAINING WALL

RETAIN

ING

WALL

CONCRETE

RAMP

JETTY

1.25

3 . 5 0

3. 25

3. 00

SITE

LOT:

STREET:

LOCALITY:

LOCAL AUTHORITY:

PARISH:

AREA:

ON RP/SP:

COUNTY:

57

#16 SHERIDAN PARK AVENUE

RP116396

BROADBEACH WATERS

GOLD COAST CITY COUNCIL

GILSTON WARD

826SQM

0 50 mm mm100 mm150

0 - SCALE IN METRES 10 m m20 m30

CONTOUR & DETAIL

SURVEY1:200 @ A3

COPYRIGHT ALAN SULLIVAN& ASSOCIATES PTY LTD, 2014

c

PO Box 3852, Burleigh Town, QLD, 42208/12 Ern Harley Drive, Burleigh Heads, QLD, 4220

Ph (07) 5522 1445, Fax (07) 5522 1449Mob 0412 671 630, Email [email protected]

ABN 15 006 622 760

AUSTRALIAN HEIGHT DATUMVIDE OPM137748 RL2.548

NAIL IN KERB RL2.86

STUART OSMAN BUILDING DESIGNS

DRAWING

NUMBER

1-

REVISIO

N

SHEET

SCALE

LEVEL

DATUM

JOB

NUMBER

DATE

18/8/201414.4887

14.4887.01

ALAN SULLIVAN & ASSOCIATES P/L TAKE NO

SERVICES WARNING

EAST

IDENTIFICATION SURVEY WARNING

THIS CONTOUR AND FEATURE SURVEY, AS PREPARED

TITLE SEARCH WARNING

ALAN SULLIVAN & ASSOCIATES P/L HAS NOT CARRIED

OUT A TITLE SEARCH FOR THIS SURVEY. CHECK

D.N.R.M FOR EASEMENTS AND ENCUMBRANCES.

RESPONSIBILITY FOR THE LOCATION OF ANY NON-VISIBLE SERVICE

BY ALAN SULLIVAN & ASSOCIATES P/L, DOES NOTGUARANTEE THE LOCATION OF BOUNDARY PEGS ORFENCES. PLEASE CONTACT THIS OFFICE FOR A QUOTE

OR FURTHER ADVICE.

SERVICES

SEWERAGE:

STORMWATER:

WATER:

ELECTRICITY:

TELEPHONE:

GAS:

YES

YES (TO KERB + CANAL)

YES

YES (UNDERGROUND)

YES (UNDERGROUND)

NO

ROAD: BITUMEN

KERB: YES (MOUNTABLE)

FOOTPATH: NO

FLOOD LEVEL: RL3.56 (AHD)

NOTESTHIS PLAN HAS BEEN PREPARED FROM FIELD SURVEY ANDEXISITING RECORDS FOR OUR CLIENTS TO DESIGN NEW

STRUCTURES ON THIS SITE AND SHOULD NOT BE USED FORANY OTHER PURPOSE OR BY ANY OTHER PERSONS OR

CORPORATIONS WITHOUT WRITTEN APPROVAL FROM ALANSULLIVAN & ASSOCIATES P/L. NON-VISIBLE SERVICES HAVENOT BEEN PLOTTED BUT, ARE AVAILABLE FROM THE LOCALAUTHORITY OR AGENT WHICH HAVE LIMITIED AND VARIEDACCURACY. IT IS THE PLAN USERS RESPONSIBILITY TO

ACCURATELY LOCATE AND/OR EXPOSE ANY NON-VISIBLESERVICES AND DETERMINE WHETHER TITLE ENCUMBRANCESWILL PREVENT OR LIMIT DEVELOPMENT AND TO CHECK ON,THE LOCAL AUTHORITY'S DEFINITION OF NATURAL GROUNDLEVEL, PRIOR TO CONSTRUCTION COMMENCING.

[SEE WARNING NOTES ON THE FACE OF PLAN FOR MORE DETAILS]

CHECKED

TK

SURVEYOR

DRAWN

GB CC

CLIENT

WEST

SUMM

/1

DIAL BEFORE YOU DIG

YOUR LAND IS LOCATED WITHIN A LOCAL

GOVERNMENT AREA THAT DOES NOT CONTRIBUTESERVICE LOCATIONS TO DIAL BEFORE YOU

DIG. VISIT WWW.1100.COM.AU FOR MORE

DETAILS & CONTACT YOUR L.G.A.

B R I C K F E N C E

RENDERED FENCE

M E S H F E N C E

CONC

CONCCONC

CONC

CONC

DIAL BEFORE YOU DIG

VISIT WWW.1100.COM.AU FOR DETAILS OF

UNDERGROUND SERVICES.

ER

BREEZES

PM

NE-SE

WI N T

ER

SUN

AM

SUMMER

SUN

AM

SUMMER

BREEZES

AM

S-SESUM

MERST

OR

MS

WIN

TERWINDS

W-SW

SUMMER

SUN

PM

WI NTER

SUN

P M

SO

UT

HT

RU

E N

OR

TH

EASTWEST

SUMMER

BREEZES

PM

NE-SE

WI N T

ER

SUN

AM

SUMMER

SUN

AM

SUMMER

BREEZES

AM

S-SESUM

MERST

OR

MS

WIN

TERWINDS

W-SW

SUMMER

SUN

PM

WI NTER

SUN

P M

SO

UT

HT

RU

E N

OR

TH

1 2 . 6 71.85

2.14

1 6 . 7 7 9 . 9 1

198°23'

49. 38790° 03'

45. 611 270° 03'

6.447

17°17'

11. 446

0°47'

ROOFWATER IL2.84

ROOFWATER IL2.82

ROOFWATER IL2.74

ROOFWATER IL2.76

WATER METER SL3.17

2. 75

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 - 5650

**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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JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16

SHERIDAN PARK AVEBROADBEACH WATERS

5650

RH/CV

A 27/08/2014

B040914

C191114

D031214

E230115

F130315

SO

CUSTOM

1:100 @ A2

6 19


building designers

820

820820

820

820

1200

820

820820

820

820

1200

27-5

2 bi

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d do

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07-48afg

27-24aaw27-24aaw 27-24aaw 27-24aaw

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12

12

1 2 3 4 5

11

12

13

14

1

2

3

4

5

6

7

8

9

10

12

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1 2 3 4 5

D.P

D.P

D.P

D.P

D.P

D.P

D.PD.P D.P

D.P D.P D.P

9000

9000

11057

4000

7500

1502

1802

1397

1802

1502

3897

6117

9 1 2 3

9 0 9 5

PROPOSED 2x TWO STOREY DETACHED DWELLINGS

ALL LEVELS T.B.C ON SITE

PADRL - 3.500mFFLRL - 3.860m MIN. (FLOOD REPORT)SITE COVERAGE - 380.08 / 826 = 46.01%

PROPOSED 2x CARPORTS

ALL LEVELS T.B.C ON SITEPADRL - 3.150mFFLRL - 3.460m

PROPOSED POOL

PROPOSED POOL

SITE BENCHMARKNAIL IN KERBRL2.86 (AHD)

WM

WM

2. 94

EPP

POWER POLE

3.20

3. 51

3.42

3.27

3. 40

3. 13

2.82

2.84

2 . 8 7

2 .8 9

2 . 9 1

2.92

3 .2 13 . 4 3

3 . 2 5

1. 25

3. 50

3 . 1 1

3.13

3. 103. 35

3.50

3 .4 9

3 .4 6

3. 49

3 . 3 9

3 . 4 7

3 .5 5

3 .1 2

3 .1 4

3 .5 1

3. 51

3 .5 4

3. 52

3 . 4 8

3 . 5 4

3.61

3. 59

3 . 5 6

3 .5 6

3 .5 53 . 5 73 . 5 1

3. 66

3 . 6 7

3 . 6 8

3.69

3. 67

3.68

3 . 6 9

3. 67

3 .68

3. 69

3.36

2.51

1 . 1 6

3 . 6 7

3. 66

1. 59

1 . 6 3

1.46

1 . 0 5

1. 05

1 . 0 5

1 .0 6

1 . 0 6

2. 983 . 1 8

3.57

3 . 56

Lot 57

2.87

2. 92

2 .7 9

2 .8 2

2 .6 6

3. 51

3 . 5 5

3.49

3.46

3.042 . 8 9

2. 89

2. 84

1.06

1 .8 8

CANAL

1. 861

.35

0.58

0.11

0 . 1 1

1.50

1.75 3 . 0 0

2 STOREY

TIMBER

DWELLING

SINGLE STOREY

RENDERED

DWELLING

S H E R I D A N

P A R K

A V E N U E

3. 50

3. 00

3.00

BA

CK

OF

KE

RB

3 . 5 0 3 . 5 0

3

3 9

3 .4 1

3 .4 5

3 .6 1

3 .6 4

3 . 3 1

2

9 9

3 .1 7

3 . 3 5

3 .2 8

3. 38

3 . 45

3

5 2

3.36

3.38

3 .1 7

3. 41

3

5 0

3 . 57

3 . 55

3 .3 3

3 .4 5

3 .5 0

3 .4 8

3. 51

3. 60

3

5 7

3

6 03

5 7

3

5 9

3

6 1

3 .5 3

3.47

2. 95

2.90

2 .8 0

2. 82

2

7 9

2. 66

2

6 5

2 .6 4

2 .6 1

2.79

2

8 2

2

8 52. 78

3 . 3 5

3.43

2 . 3 6

2. 81

3. 25

2. 50

3. 00

1.50

2. 50

R E N D E R E D F E N C E

18. 545

JETTY

1.25

3 . 5 0

3. 25

3. 00

SITE

LOT:

STREET:

LOCALITY:

LOCAL AUTHORITY:

PARISH:

AREA:

ON RP/SP:

COUNTY:

57

#16 SHERIDAN PARK AVENUE

RP116396

BROADBEACH WATERS

GOLD COAST CITY COUNCIL

GILSTON WARD

826SQM

0 50 mm mm100 mm150

0 - SCALE IN METRES 10 m m20 m30

CONTOUR & DETAIL

SURVEY1:200 @ A3

COPYRIGHT ALAN SULLIVAN& ASSOCIATES PTY LTD, 2014

c

PO Box 3852, Burleigh Town, QLD, 42208/12 Ern Harley Drive, Burleigh Heads, QLD, 4220

Ph (07) 5522 1445, Fax (07) 5522 1449Mob 0412 671 630, Email [email protected]

ABN 15 006 622 760

AUSTRALIAN HEIGHT DATUMVIDE OPM137748 RL2.548

NAIL IN KERB RL2.86

STUART OSMAN BUILDING DESIGNS

DRAWING

NUMBER

1-

REVISIO

N

SHEET

SCALE

LEVEL

DATUM

JOB

NUMBER

DATE

18/8/201414.4887

14.4887.01

ALAN SULLIVAN & ASSOCIATES P/L TAKE NO

SERVICES WARNING

IDENTIFICATION SURVEY WARNING

THIS CONTOUR AND FEATURE SURVEY, AS PREPARED

TITLE SEARCH WARNING

ALAN SULLIVAN & ASSOCIATES P/L HAS NOT CARRIED

OUT A TITLE SEARCH FOR THIS SURVEY. CHECK

D.N.R.M FOR EASEMENTS AND ENCUMBRANCES.

RESPONSIBILITY FOR THE LOCATION OF ANY NON-VISIBLE SERVICE

BY ALAN SULLIVAN & ASSOCIATES P/L, DOES NOTGUARANTEE THE LOCATION OF BOUNDARY PEGS ORFENCES. PLEASE CONTACT THIS OFFICE FOR A QUOTE

OR FURTHER ADVICE.

SERVICES

SEWERAGE:

STORMWATER:

WATER:

ELECTRICITY:

TELEPHONE:

GAS:

YES

YES (TO KERB + CANAL)

YES

YES (UNDERGROUND)

YES (UNDERGROUND)

NO

ROAD: BITUMEN

KERB: YES (MOUNTABLE)

FOOTPATH: NO

FLOOD LEVEL: RL3.56 (AHD)

NOTESTHIS PLAN HAS BEEN PREPARED FROM FIELD SURVEY ANDEXISITING RECORDS FOR OUR CLIENTS TO DESIGN NEW

STRUCTURES ON THIS SITE AND SHOULD NOT BE USED FORANY OTHER PURPOSE OR BY ANY OTHER PERSONS OR

CORPORATIONS WITHOUT WRITTEN APPROVAL FROM ALANSULLIVAN & ASSOCIATES P/L. NON-VISIBLE SERVICES HAVENOT BEEN PLOTTED BUT, ARE AVAILABLE FROM THE LOCALAUTHORITY OR AGENT WHICH HAVE LIMITIED AND VARIEDACCURACY. IT IS THE PLAN USERS RESPONSIBILITY TO

ACCURATELY LOCATE AND/OR EXPOSE ANY NON-VISIBLESERVICES AND DETERMINE WHETHER TITLE ENCUMBRANCESWILL PREVENT OR LIMIT DEVELOPMENT AND TO CHECK ON,THE LOCAL AUTHORITY'S DEFINITION OF NATURAL GROUNDLEVEL, PRIOR TO CONSTRUCTION COMMENCING.

[SEE WARNING NOTES ON THE FACE OF PLAN FOR MORE DETAILS]

CHECKED

TK

SURVEYOR

DRAWN

GB CC

CLIENT

/1

DIAL BEFORE YOU DIG

YOUR LAND IS LOCATED WITHIN A LOCAL

GOVERNMENT AREA THAT DOES NOT CONTRIBUTESERVICE LOCATIONS TO DIAL BEFORE YOU

DIG. VISIT WWW.1100.COM.AU FOR MORE

DETAILS & CONTACT YOUR L.G.A.

B R I C K F E N C EM E S H F E N C E

DIAL BEFORE YOU DIG

VISIT WWW.1100.COM.AU FOR DETAILS OF

UNDERGROUND SERVICES.

198°23'

49. 38790° 03'

45. 611 270° 03'

6.447

17°17'

11. 446

0°47'

ROOFWATER IL2.84

ROOFWATER IL2.82

ROOFWATER IL2.74

ROOFWATER IL2.76

WATER METER SL3.17

2. 75

EASTWEST

SUMMER

BREEZES

PM

NE-SE

WI N T

ER

SUN

AM

SUMMER

SUN

AM

SUMMER

BREEZES

AM

S-SESUM

MERST

OR

MS

WIN

TERWINDS

W-SW

SUMMER

SUN

PM

WI NTER

SUN

P M

SO

UT

HT

RU

E N

OR

TH

EASTWEST

SUMMER

BREEZES

PM

NE-SE

WI N T

ER

SUN

AM

SUMMER

SUN

AM

SUMMER

BREEZES

AM

S-SESUM

MERST

OR

MS

WIN

TERWINDS

W-SW

SUMMER

SUN

PM

WI NTER

SUN

P M

SO

UT

HT

RU

E N

OR

TH

To

Wall

To

Pie

r

To

Wall

To

Pie

r

T oF ascia

T oP ier

To Pier

To Pier

To Pier

T o P ier

T o Pi e r

T o Pi e rStormwater Line

Stormwater Line

tapMETER

BOXGG

METER

BOX

GG

tap

tap

taptap

tap

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 - 5650

**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 **

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

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

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

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

SITECUT

SCRAPE

3.860m min.F.L

FILL

GL 3.500mG.L

approx.

Phone (07) 55 203 022

Fax (07) 55 203 033

PO Box 2845 Burleigh Heads DC Qld 4220

Address: 2/71 Township Drive, West Burleigh, QLD 4219

ABN 73 097 995 616

BSA License No: 1129687

Email: [email protected]

© Copyright reserved in part or whole. W

ritten

dimensions take preference.

Contractor to verify dimensions.

Notify designers of discrepancies.

Failure to do so shall void

the designers responsibilities.

THIS DESIGN IS THE EXCLUSIVE PROPERTY OF STUART OSMAN BUILDING DESIGNS

N.B ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES

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

RESPONSIBILITIES OF STUART OSMAN BUILDING DESIGNS FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BUILDING

CLIENT

PROJECT

JOB NUMBER

BUILDER

DR

AW

N B

YC

HE

CK

ED

BY

DE

SIG

N

DA

TE

SC

ALE

SA

ME

ND

ME

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OF

MR

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S

PR

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LA

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NU

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16

SHERIDAN PARK AVE

BROADBEACH W

ATERS

5650

RH

/CV

A 2

7/0

8/2

01

4

B040914

C191114

D031214

E230115

F130315

SO

CU

STO

M

1:100 @ A2

71

9

qu

ee

nsla

nd

in

c.

asso

cia

tio

n o

fbu

ildin

g d

esig

ne

rs

820

820820

820

820

1200

820

820820

820

820

1200

27-52 bi-fold doors

07-48afg

27-24aaw27-24aaw 27-24aaw 27-24aaw

09-24aaw

06-24aaw06-24aaw

24-48 panelift door

27-52 bi-fold doors

07-48afg

27-24aaw27-24aaw 27-24aaw 27-24aaw

09-24aaw

06-24aaw06-24aaw

24-48 panelift door

32-11afg

32-11afg

11

12

13

14

1

2

3

4

5

6

7

8

9

10

12

12

1 2 3 4 5

W.M.

PROV

DWPROV

REF.REF.

11

12

13

14

1

2

3

4

5

6

7

8

9

10

12

12

1 2 3 4 5

W.M.

PROV

DWPROV

REF.REF.

D.P

D.P

D.P

D.P

D.P

D.P

D.PD.P D.P

D.P D.P D.P

4600 1000 33680

2000 2600 1000 5200 250 18340 250 1240250

1400 6250 500

3400 1200 1000 760 90 4350 250 8090 1200 1200700 90

160090

1600180

1100 90 2400 250 2890 450 5200 350250

500

200 3600 800 1000700

350 4150 250 8090 1200 1200700 90

160090 600

1000180

110090

1100 90 2700 250 1400 450 5550 250 500

200 3600 800 1000 2550 2650 250 8000 90510

90 4790 90 1000 180 2290 90 2100 90 510250

1400 450 5450 100250

500

4600 1000 33680

2000 2600 1000 5200 250 18340 250 1240250

1400 6250 500

3400 1200 1000 760 90 4350 250 8090 1200 1200700 90

160090

1600180

1100 90 2400 250 2890 450 5200 350250

500

200 3600 800 1000700

350 4150 250 8090 1200 1200700 90

160090 600

1000180

110090

1100 90 2700 250 1400 450 5550 250 500

200 3600 800 1000 2550 2650 250 8000 90510

90 4790 90 1000 180 2290 90 2100 90510 250

1400 450 5450 100250

500

1410

14600

1410

600

1110

500

5550

450

1000

450

5550

500

1110

600

600

1110

500

350

5200

450

1000

450

5200

350

500

1110

600

600

1110

850

5200

450

1000

450

5200

850

1110

600

600

810250

1650

250

3800

250

2200

250

3800

250

1650

250810

600

1410

250

1810

90

3200

90510

250 10002001000250

51090

3200

90

1810

250

1410

700

710

250 1190

620

90

2700

1100250100020010002501100

2700

90

710

1100250

710

700

1410

250

1100

90

4510

250

10002001000

250

4510

90

1100

250

1410

1410

250

1100

90

2820

90

1600

250

2200

250

1600

90

2820

90

1100

250

1410

1410

14600

1410

690

2370

4750

800200800

4750

2370

690

690

1470

6450

200

6450

1470

690

500

1470

90

4650

650

450

1800

450

650

4650

90

1470

500

500

6260

600

250

2200

250

600

6260

500

600

810

250

5700

250

10002001000

250

5700

250

810

600

600

8102501190

2820

109090

510

250 10001001100250

510

90 1090

2820

1190250810

600

250

1100

90

2820

90

1000

600

250 11001001000250

600

1000

90

2820

90

1100

250

250

1100

90

2100

90

720

1000

600

250

2200

250

600

1000

720

90

2100

90

1100

250

450 5200 600

450 5200 600

mech. ventrequired

90dia. CHSsteel post

450mm step-upto PORCH

mech. ventrequired90dia. CHS

steel post

450mm step-upto PORCH

450x450 Renderedcorefilled brick piers

Dble Side Cpds

450x450 Renderedcorefilled brick piers

Dble Side Cpds

All Cabintry tocabinet makers

specs

All Cabintry tocabinet makers

specs

1800mm highblockwork wall

1800mm highblockwork wall

1800mm high blockwork wall1800mm high blockwork wall

1800mm high blockwork wall1800mm high blockwork wall

FW

ubo

Pantry

REF.

WO

WO

C

desk

ROBE

FW

BBQ

CARPORT

PORCHENTRY

LINEN

ST

OR

E

KIT

CH

EN

STUDY

FAMILY DININGALFRESCO

POOLto pool builders

specs.

garden

garden

garden

garden garden

1200mm high pool fence

line of floor above

3020mm high ceiling

2720mm high ceiling

gategate

FW

ubo

Pantry

REF.

WO

WO

C

desk

ROBE

FW

BBQ

CARPORT

PORCHENTRY

LINEN

ST

OR

E

KIT

CH

EN

STUDY

FAMILY DININGALFRESCO


specs.

garden

garden

garden

garden garden

1200mm high pool fence

line of floor above

3020mm high ceiling

2720mm high ceiling

gategate

villa A

villa B

garden

garden

CSD

SL

300m

m Breakfast Bar

CSD

SL300m

m Breakfast Bar

2x/sl/dr

2x/sl/dr

UP

UP

taphws

METERBOX

GG

hws METERBOX

GG

tap

tap

taptap

tap

A

16

A

16

B

16

B

16

E

18

E

18

F

18

F

18

G

18

G

18

H

18

H

18

C

17

C

17

D

17

D

17

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)

123.22

136.24

37.95

26.34

2.83

13.64

340.22 m2

GROUND FLOOR PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

TOTAL

48.29 sqs

6

5

Phone (07) 55 203 022

Fax (07) 55 203 033



ABN 73 097 995 616




ritten










CLIENT

PROJECT

JOB NUMBER

BUILDER

DR

AW

N B

YC

HE

CK

ED

BY

DE

SIG

N

DA

TE

SC

ALE

SA

ME

ND

ME

NT

S

SH

EE

T N

UM

BE

Rof

CH

AR

TE

RE

D

ME

MB

ER

OF

MR

. C

. P

HIL

LIP

S

PR

OP

OS

ED

VIL

LA

S

NU

MB

ER

16

SHERIDAN PARK AVE

BROADBEACH W

ATERS

5650

RH

/CV

A 2

7/0

8/2

01

4

B040914

C191114

D031214

E230115

F130315

SO

CU

STO

M

1:100 @ A2

81

9

qu

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nsla

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in

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32-11afg

32-11afg

720

820 820

720

820

720

820 820

720

820

24-10afg24-10afg 06-24aaw 15-24aaw15-24aaw 15-24aaw

24-10afg

24-42 bi-fold doors

24-10afg

24-21aaw

24-21aaw

06-24aaw 15-24aaw15-24aaw 15-24aaw 24-10afg24-10afg

24-10afg

24-42 bi-fold doors

24-21aaw

24-21aaw

24-10afg

06-24aaw 15-18aaw 15-18aaw15-18aaw12-09aaw

06-24aaw 15-18aaw 15-18aaw15-18aaw12-09aaw

11

12

13

14

15

16

17

18

19

20

7

8

9

10

11

12

13

14

15

16

17

18

19

20

5

6

7

8

9

10

D.P

D.P

D.P

D.P

D.P

D.P

D.PD.P D.P

D.P D.P D.P

200 3240 22590 700

2200 150 5670 90 17770 150 700

200560 90

1350 150 4580 90 2990 90 100090

1000600 90 450

90 2210 90 100090

1000 90 2210 90 2290 3390 150 700

150 4580 90 1000 90 190090

100090

1390660 90

90 3300 90 3300 90 5680 150

150 4580 90 2900 90 100090

90 2140 90 3300 90 3300 90 5680 150

500

13600

500

500

150

5300

450

1800

450

5300

150

500

150

5300

250

2200

250

5300

150

150

5300

250

2200

250

5300

150

150

100090

600

3610

250

2200

250

3610

600

901000

150

500

13600

500

560

90

5300

450

1800

450

5300

90

560

500

150

5300

250

2200

250

5300

150

500

150

100090

1500

500

90

1970

150

2450

250

2120

90

500

1500

901000

150

150

1000

90

2000

90

2120

250

2200

250

2120

90

2000

901000

150

150

2090

90

3120

250

2200

250

3120

90

2090

150

500

1501000901090

1000

90

2030

250

2200

250

2030

901000901000901000150

500

26730

200 3240 22590 700

2200 150 5670 90 17770 150 700

26730

200560 90

1350 150 4580 90 2990 90 100090

1000600 90 450

90 2210 90 100090

1000 90 2210 90 2290 3390 150 700

150 4580 90 1000 90 190090

100090

1390660 90

90 3300 90 3300 90 2290 3390 150

150 4580 90 2900 90 100090

90 1990 150 3390 90 3300 90 2290 3390 150

1220

750

1370

1370

750

1220

2550

200

1450

200

mech. ventrequired


duct

flashing overfloor joists

mech. ventrequired


duct

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



All robes tocabinetmakers specs

All robes tocabinetmakers specs

Security screens to opening ofwindows or 125mm restrictedopening to bedroom windowsonly

Security screens to opening ofwindows or 125mm restrictedopening to bedroom windows

only

Security screens to opening ofwindows or 125mm restrictedopening to bedroom windows

only

Security screens to opening of windows or125mm restricted opening to bedroomwindows only

Security screens to opening of windows or125mm restricted opening to bedroomwindows only

90x90 SHSSteel posts w.coverplate




400h x 1000w @1000affl Showerniche

400h x 1000w @1000affl Showerniche

90x90 SHS Steelposts w. coverplate

90x90 SHS Steelposts w. coverplate

400h x 2120w @1000affl Shower niche400h x 2120w @1000affl Shower niche

FW

FW

ROBE ROBELIN

EN

MASTER

SUITE

BA

LC

ON

Y BED 2 BED 3

W.I.R

LOUNGE

roof fall

1000mm high h/rail

niche

niche

FW

FW

ROBE ROBE

LIN

EN

MASTERSUITE

BA

LC

ON

Y

BED 2 BED 3

W.I.R

LOUNGE

roof fall

1000mm high h/rail

niche

niche

villa A

villa B

DN

DN

Box Gutter

Box Gutter

floor fall

floor fall

1000mm high h/rail

1000mm high h/rail

A

16

A

16

B

16

B

16

E

18

E

18

F

18

F

18

G

18

G

18

H

18

H

18

C

17

C

17

D

17

D

17

Free standing

bath

Free standingbath


FIRST FLOOR PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

6

5

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






TH

IS D

ES

IGN

IS

TH

E E

XC

LU

SIV

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RO

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RT

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AL

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AN

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SP

ON

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OF

ST

UA

RT

OS

MA

N B

UIL

DIN

G D

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IGN

S F

OR

TH

E S

TR

UC

TU

RA

L IN

TE

GR

ITY

AN

D P

ER

FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16


5650

RH/CV

A 27/08/2014

B040914

C191114

D031214

E230115

F130315

SO

CUSTOM

1:100 @ A2

9 19


building designers

D.P

D.P

D.P

D.P

D.PD.P D.P

D.P D.P D.P

3 degree Stramit colorbondtrimdeck roof sheeting




Stramit colorbond fascias,gutters & downpipes

Stramit colorbond fascias,gutters & downpipes





roof fall roof fall

roof fall

roof fall

roof fall

roof fallroof fall

floor fall

roof fall

floor fall

E

18

E

18

F

18

F

18

G

18

G

18

H

18

H

18


ROOF PLAN

SCALE 1:100

ELEVATIONS

4

3

2

1

6

5

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






TH

IS D

ES

IGN

IS

TH

E E

XC

LU

SIV

E P

RO

PE

RT

Y O

F S

TU

AR

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AN

BU

ILD

ING

DE

SIG

NS

N.B

AL

L W

RIT

TE

N D

IME

NS

ION

S T

AK

E P

RE

CE

DE

NC

E O

VE

R S

CA

LE

D S

IZE

S

BE

WA

RN

ED

: S

UB

ST

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TIO

N O

F A

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ST

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CT

UR

AL

ME

MB

ER

S,

AN

D O

R A

NY

VA

RIA

TIO

N T

O A

NY

PA

RT

OF

TH

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ES

IGN

WIL

L V

OID

AN

Y

RE

SP

ON

SIB

ILIT

IES

OF

ST

UA

RT

OS

MA

N B

UIL

DIN

G D

ES

IGN

S F

OR

TH

E S

TR

UC

TU

RA

L IN

TE

GR

ITY

AN

D P

ER

FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16


5650

RH/CV

A 27/08/2014

B040914

C191114

D031214

E230115

F130315

SO

CUSTOM

1:100 @ A2

10 19


building designers

27203020

400

2720

2720

400

211

950

550

400

600

200

400

950

550

400

Rendered brickwork

Rendered 60mm NRGgreenboard

Hardies 'MATRIX' wallcladding

1000mm high AFFLglass handrail



450x450 Renderedbrick piers

Powdercoated aluminiumwindows & SGDs

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

windows only


windows only


FL

FL

FL FL

CL

CL

CL CL

CL

FL

fg

fg

ELEVATION 1 1:100

2870

1800

2720

950

550

400

200

400

Rendered 60mm NRG greenboard


Hardies 'MATRIX'wall cladding






FL FL

CL CL

fg

FL FL

CL CL

fg

ELEVATION 2 1:100

3020

400

2720

750

236

950

550

400

Rendered brickwork

Rendered 60mm NRGgreenboard Hardies 'MATRIX' wall

cladding




1200mm highAFFL glass poolfencing




Rendered brickwork



1200mm highAFFL glass pool

fencingFL FL

FL FL

CL CL

CL CL

fg

ELEVATION 4 1:100

2720 3020

400

2720

2720

400

350

895

600

200

400

950

550

400

950

550

400

Rendered brickwork

Rendered 60mmNRG greenboard







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



FL

FL

FLFL

CL

CL

CLCL

CL

FL

fg

fg

ELEVATION 3 1:100

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






TH

IS D

ES

IGN

IS

TH

E E

XC

LU

SIV

E P

RO

PE

RT

Y O

F S

TU

AR

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AN

BU

ILD

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DE

SIG

NS

N.B

AL

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N D

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NS

ION

S T

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RN

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F A

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ON

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OF

ST

UA

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N B

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DIN

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S F

OR

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TR

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TU

RA

L IN

TE

GR

ITY

AN

D P

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FO

RM

AN

CE

OF

TH

E B

UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16


5650

RH/CV

A 27/08/2014

B040914

C191114

D031214

E230115

F130315

SO

CUSTOM

1:100 @ A2

11 19


building designers

3020

400

2720

2720

2720

950

600

950

900

700

1748

3206

Rendered brickwork





windows only



FL

FL

FL FL

CL

CL

CL CL

CL

FL

fg

fg fg

ELEVATION 5 1:100

3020

400

2720

2720

2720

950

950

600

900

700

1748

3206

Rendered brickwork






windows only


FL

FL

FLFL

CL

CL

CLCL

CL

FL

fg

fgfg

ELEVATION 6 1:100

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






TH

IS D

ES

IGN

IS

TH

E E

XC

LU

SIV

E P

RO

PE

RT

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TU

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N.B

AL

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ION

S T

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RN

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OF

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RA

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GR

ITY

AN

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FO

RM

AN

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OF

TH

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UIL

DIN

G

CLIENT

PROJECT

JOB NUMBER

BUILDER

DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

CHARTERED

MEMBER OF

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16


5650

RH/CV

A 27/08/2014

B040914

C191114

D031214

E230115

F130315

SO

CUSTOM

1:100 @ A2

12 19


building designers

TRUSSES & LINTELS AS PER

TRUSS MANUFACTURERS

SPECIFICATIONS

11

12

13

14

1

2

3

4

5

6

7

8

9

10

12

12

1 2 3 4 5

11

12

13

14

1

2

3

4

5

6

7

8

9

10

12

12

1 2 3 4 5

2490 7004000

600

600

4000

2490 700

Bulkhead

Bulkhead

Bulkhead

Bulkhead


Bulkhead

Bulkhead

Bulkhead

Bulkhead90dia. CHSsteel post

450x450 core filled brickpier w. 1 x m12 rod



3020 CEILING 3020 CEILING2700 CEILING

3020 CEILING 3020 CEILING2700 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

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

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16


5650

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A 27/08/2014

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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

5

6

7

8

9

10

Bulkhead


Bulkhead

Bulkhead

Bulkhead


Bulkhead

Bulkhead

roof fall

roof fall2720 CEILING

2720 CEILING

2720 CEILING2720 CEILING



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/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

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

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

FIRST FLOOR BRACING PLAN

SCALE 1:100

Phone (07) 55 203 022

Fax (07) 55 203 033



ABN 73 097 995 616




ritten










CLIENT

PROJECT

JOB NUMBER

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16

SHERIDAN PARK AVE

BROADBEACH W

ATERS

5650

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/CV

A 2

7/0

8/2

01

4

B040914

C191114

D031214

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F130315

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STO

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1:100 @ A2

14

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39280

2000 100 22010 100 2780 11400 190 700

3400 300300 300 300

1760 90 4350 18840 1490 300 6960 190 700

200 3600 800 6200 18840 1490 1400 450 5200 600 500

200 3600 1800700

350 4150 20330 1400 450 5450 850

4600 1000 2550 22380 300 1700 5900 850

17420

600

1110

500

350

5200

450

1000

450

5200

350

500

1110

600

500

1001110

500

6000

400

200

400

6000

500

1110100

500

500

1001110

850

5200

450400

200

400450

5200

850

1110100

500

500

100

2710

3550

1750

200

1750

3550

2710

100

500

500

2810

4300

10002001000

4300

2810

500

500

100810

1900

4300

10002001000

4300

1900

810100

500

39280

2000 100 22010 100 2780 11400 190 700

3400 300300 300 300

1760 90 4350 18840 1490 300 6960 190 700

200 3600 800 6200 18840 1490 1400 450 5200 600 500

200 3600 1800700

350 4150 20330 1400 450 5450 850

4600 1000 2550 22380 300 1700 5900 850

17420

3060

4750

800200800

4750

3060

500

190

1470

900

4750

800200800

4750

900

1470

190

500

500

1470

90

4650

650

450800200800450

650

4650

90

1470

500

500

100810

5950

250

10002001000

250

5950

810100

500

7790

550

2240

9240

550

7790

2240

9240

1200

300

1200

300

4395

1515

4395

1515

4510

250

3290 4020

2100

720

1690

250

1690 600 1000

3290 4020

250

1690

720

2100

250

4510

1690 600 1000

Slab & footing designto engineers detail

Column pad footing toengineers detail

Slab & footing designto engineers detail

Column pad footing toengineers detail

Selected termite protection system to undersideof slab, perimeter & penetrations, in accordance

with AS 3660.1

wc fw

tub

sink

basin fw

sink

sink

wc fw

tub

sink

basin

fw

sink

sink

wet area

100mmstepdown

PADRL - 3.500mFFLRL - 3.860m

(all levels t.b.c on site)

750mmstepdown

100mmstepdown

100mmstepdown PADRL - 3.500m

FFLRL - 3.860m

(all levels t.b.c on site)750mmstepdown

100mmstepdown

POOLto pool builders specs

POOLto pool builders specs wet area

gardengarden garden

gardengarden garden

300mmstepdown

300mmstepdown

garden

garden

garden

garden

garden

garden

FFLRL - 3.460m

FFLRL - 3.760m

FFLRL - 3.760m

FFLRL - 3.010m

FFLRL -3.760m

FFLRL - 3.460m

300mmstepdown

300mmstepdown

FFLRL -3.760m

FFLRL - 3.460m

FFLRL - 3.460m

FFLRL - 3.760m

FFLRL - 3.010m

-35

-35

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

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16


5650

RH/CV

A 27/08/2014

B040914

C191114

D031214

E230115

F130315

SO

CUSTOM

1:100 @ A2

15 19


building designers

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

100mm stepdownto deck

Beam by engineer

Beam in floorspace byengineer

Trimmer beam around stairsin floor space 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

100mm stepdownto deck

Beam by engineer

Beam in floorspace byengineer

Trimmer beam around stairsin floor space by engineer

Beam in floor spaceby engineer

90x90 SHS Steel post

90x90 SHS Steel post

VOI D

VOI D

FIRST FLOOR JOIST PLAN

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 POSSIBLESCALE 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

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16


5650

RH/CV

A 27/08/2014

B040914

C191114

D031214

E230115

F130315

SO

CUSTOM

1:100 @ A2

16 19


building designers

27203020

400

2720

2720

950

550

400

950

550

400

600

200

400

3.860m3.760m3.460m

2700

320

1000

400

Rendered brickwork



1200mm high AFFLglass pool fencing

Floor joists @ 450 Ctrsas per engineers specs

Slab & Footing design toengineers specs.


2.5 degree Stramit colorbondtrimdeck roof sheeting 3 degree Stramit colorbond

trimdeck roof sheeting



SECTION 1:100

7-9

B

FL

FL

FL FL

CL

CL

CL CL

CL

FL

POOLto pool builders specs

100mmstepdown750mm

stepdown

100mmstepdown

KITCHEN STUDYFAMILY DININGALFRESCOCARPORT

MASTER

SUITEBALCONY BED 2 BED 3 LOUNGEBATHENS fg

STAIR

WELL

27203020

400

2720

2720

200

400

600

950

550

400

950

550

400

3.860m

3.460m3.760m

3.010m







Slab & footings designto engineers specs

Plasterboard lining towalls & ceilings



2.5 degree Stramit colorbondtrimdeck roof sheeting3 degree Stramit colorbond

trimdeck roof sheeting

SECTION 1:100

7-9

A

100mmstepdown

FL

FL

FL FL

CL

CL

CL CL

CL

FL

750mmstepdown

100mmstepdown

300mmstepdown

100mmstepdown

PORCHENTRYKITCHENFAMILY DININGALFRESCO

MASTER

SUITEBALCONY LOUNGEHALL

CARPORT

Binders @ 3000 Ctrs

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

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16


5650

RH/CV

A 27/08/2014

B040914

C191114

D031214

E230115

F130315

SO

CUSTOM

1:100 @ A2

17 19


building designers

27203020

400

2720

2720

600

200

400

550

400

950

950

550400

3.860m3.760m3.460m

Rendered brickwork





Slab & Footing design toengineers specs.







SECTION 1:100

7-9

C

FL

FL

FL FL

CL

CL

CL CL

CL

FL

100mmstepdown750mm

stepdown

fg

100mmstepdown

fg

CARPORTKITCHEN STUDYFAMILY DININGALFRESCO


specs.

MASTER

SUITEBALCONY BED 2 BED 3 LOUNGE

27203020

400

2720

2720

3.860m

3.460m3.760m







Slab & footings designto engineers specs

Plasterboard lining towalls & ceilings







SECTION 1:100

7-9

D

FL

FL

FL FL

CL

CL

CL CL

CL

FL

MASTERSUITE

BALCONY LOUNGEHALL

CARPORTPORCHENTRYFAMILY DININGALFRESCO

100mmstepdown750mm

stepdown

100mmstepdown

300mmstepdown

100mmstepdown

Binders @ 3000 Ctrs

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,

3020

1000

200

1500

320

900

800

Recessed strip lightingunder mirror cabinet

Mirror cabinet

Toilet cisternconcealed inwall cavity

Standard mirror

Wall hung vanity

FL

CL

FL

CL

Plaster bulkhead

mirror

min. toilet space

POWDER ROOM DETAIL 1 1:50

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

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16


5650

RH/CV

A 27/08/2014

B040914

C191114

D031214

E230115

F130315

SO

CUSTOM

1:100 @ A2

18 19


building designers

2870

2720

950

550

400

950

600

200

400

950

550

400

550

400

3.460m 3.460m









Box GutterBox Gutter

Slab & footing design as perengineers specs



SECTION 1:100

7-9

E

FL FL

CL CL

FL FL

CL CL

fg fg

CARPORT CARPORT

fgfg

3020

400

2720

950

550400

950

550400

3.860m 3.860m


Rendered brickwork

Slab & footing designto engineers specs

STAIR INFO:20No. Risers @ 171mmTreads @ 300mm


Rendered brickwork

Plasterboard lining towalls & ceiling

STAIR INFO:20No. Risers @ 171mm

Treads @ 300mm



Plasterboard lining towalls & ceiling

SECTION 1:100

7-9

F

FL FL

CL CL

FL FL

CL CL

ENTRY

STAIRWELL

ENTRY

STAIRWELL

Binders @ 3000 Ctrs Binders @ 3000 Ctrs

3020

400

2720

950

550400

950

550400

3.860m3.860m


Rendered brickwork


Plasterboard liningto walls & ceiling

320mm DroppedBulkhead


Rendered brickwork



320mm DroppedBulkhead



SECTION 1:100

7-9

G

FL FL

CL CL

FL FL

CL CL

KITCHEN KITCHEN

BED 2 BED 2HALL HALL

Binders @ 3000 Ctrs Binders @ 3000 Ctrs

3020

400

2720

950

550

400

3.760m 3.760m

Rendered brickwork



Slab & footing design toengineers specs



Rendered brickwork



1800mm high blockwork wallSECTION 1:100

7-9

H

FL FL

CL CL

FL FL

CL CL

ALFRESCOALFRESCO

MASTERSUITE

MASTERSUITE

Binders @ 3000 Ctrs Binders @ 3000 Ctrs3020

900

700

1100

320

FL

CL

FL

CL

Sink

Bulkhead

KITCHEN ELEVATION 1 1:50

3020

900

700

1100

320

FL

CL

FL

CL

Rangehood

Cooktop

UBO

Sinkfg fg

Bulkhead

DWSpaceOnly


3020

1800

900

320

FL

CL

FL

CL

Bulkhead

REF.SpaceOnly

C WO WO


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

MR. C. PHILLIPS

PROPOSED VILLAS

NUMBER 16


5650

RH/CV

A 27/08/2014

B040914

C191114

D031214

E230115

F130315

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 nominated

or as nominated

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 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


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


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

RH/CVCUSTOM

5650

MR. C. PHILLIPS

NUMBER 16 SHERIDAN PARK AVE

BROADBEACH WATERS A 27/08/2014

19191:100 @ A3

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