22 SECTION D Layout - The Web Console · 2015. 6. 10. · all pool fencing shall be min. 1200mm...

PROPOSED RENOVATION FOR

KING

65ALLAMBI AVE

BROADBEACH WATERS

JOB NUMBER - 5082

NOTES:* IMAGES ARE DIAGRAMATIC ONLY* REFER TO ELEVATIONS FOR DETAILS

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 73 097 995 616

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

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF

queensland inc.association of

building designers

KING

PROPOSED RENOVATION65

ALLAMBI AVEBROADBEACH WATERS

5082

JR

A 09/05/2013

D180613E230713F020813G130813H150813I 020913

SO

CUSTOM

1:100 @ A3

2 22

J030913K190913L240913M181013N081113

DESCRIPTIONREV. DATE

PRELIMINARY PLANS ISSUEDA

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.

KING65


JOB NUMBER - 5082

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 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 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


090513JR

ROOF DECK OPTIONB 090513JR

CLIENT AMENDSC 300513JR

CLIENT AMENDS. GYM ADDEDD 180613JR

LAYOUT RECONFIGUREDE 230713JR

MINOR AMENDS. KITCHENF 020813JR

MAJOR CLIENT AMENDSG 130813JR

MINOR AMENDSH 150813JR

MINOR AMENDS. KITCHEN LAYOUTI 020913JR

MINOR AMENDS.J 030913JR

CLIENT AMENDS.K 190913JR

MINOR AMENDS. ENSUITES. GATEHOUSE ADDEDL 240913JR

WORKING DRAWINGS ISSUEDM 181013JR

AMENDS TO FLOOR STRUCTURE IN GYM, JOIST TO SUS. SLABN 081113ST

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


ABN 73 097 995 616





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DRAWN BY CHECKED BY

DESIGN

DATE

SCALES AMENDMENTS

SHEET NUMBERof

MEMBER OF

CHARTEREDMEMBER OF

MEMBER OF


building designers

KING



5082

JR

A 09/05/2013

D180613E230713F020813G130813H150813I 020913

SO

CUSTOM

1:100 @ A3

3 22

J030913K190913L240913M181013N081113

REPORT STATUS DATE

WORKPLACE HEALTH & SAFETY REPORTCOMPLETED - DISCUSSED WITH & PROVIDED TOCLIENT ALONG WITH WORKING DRAWINGS 16/10/13

KING65


JOB NUMBER - 5082

b) SLIPPERY OR UNEVEN SURFACESFLOOR FINISHESSpecified finishes have been selected to minimise the risk of floors and

paved areas becoming slippery when wet or when walked on with wetshoes/feet. Any changes to the specified finish should be made in

consultation with the designer or, if this is not practical, surfaces with anequivalent or better slip resistance should be chosen.

The owner is responsible for the selection of surface finishes in 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 SURFACESDue to design restrictions for this building, steps and/or ramps are included

in the building which may be a hazard to workers carrying objects orotherwise occupied. Steps should be clearly marked with both visual and

tactile warning during construction, maintenance, demolition and at all timeswhen 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 outto ensure that surfaces have not moved or cracked so that they become

uneven and present a trip hazard. Spills, loose material, stray objects orany 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 fallsin 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 OBJECTSConstruction, 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 COMPONENTSDuring 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 inplace. Contractors should ensure that temporary bracing or other required

support is in place at all times when collapse which may injure persons inthe area is a possibility.

Mechanical lifting of materials and components during construction,

maintenance or demolition presents a risk of falling objects. Contractorsshould ensure that appropriate lifting devices are used, that loads 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 maycause a traffic hazard. During construction, maintenance or demolition of

this building designated parking for workers and loading areas should beprovided. 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 ofloading areas and trained traffic management personnel should be used to

supervise loading/unloading areas.

Busy construction and demolition sites present a risk of collision wheredeliveries 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 demolitioncommencing.

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

occurring, power lines should be, where practical, disconnected orrelocated. 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 belifted by two or more workers or by mechanical lifting device. Where this is

not practical, suppliers or fabricators should be required to limit thecomponent mass.

All material packaging, building and maintenance components should

clearly show the total mass of packages and where practical all itemsshould be stored on site in a way which minimises bending before lifting.

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

Construction, maintenance and demolition of this building will require theuse of portable tools and equipment. These should be fully maintained 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’sspecification.

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 existingstructure.

(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 existingstructure.

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

inhaled in powdered form. Persons working on or in the building duringconstruction, operational maintenance or demolition should ensure good

ventilation and wear Personal Protective Equipment including protectionagainst inhalation while using powdered material or when sanding, drilling,

cutting or otherwise disturbing or creating powdered material.

TREATED TIMBER

The design of this building includes provision for the inclusion of treatedtimber within the structure. Dust or fumes from this material can be harmful.

Persons working on or in the building during construction, operationalmaintenance or demolition should ensure good ventilation and wear

Personal Protective Equipment including protection against inhalation ofharmful material when sanding, drilling, cutting or using treated timber in

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

VOLATILE ORGANIC COMPOUNDSMany types of glue, solvents, spray packs, paints, varnishes and some

cleaning materials and disinfectants have dangerous emissions. Areaswhere these are used should be kept well ventilated while the material is

being used and for a period after installation. Personal ProtectiveEquipment 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 ifinhaled or if it comes in contact with the skin, eyes or other sensitive parts

or the body. Personal Protective Equipment including protection againstinhalation 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. Areaswhere finishes are applied should be kept well ventilated during sanding

and application and for a period after installation. Personal ProtectiveEquipment may also be required. The manufacturer’s recommendations for

use must be carefully considered at all times.

7. CONFINED SPACESEXCAVATIONConstruction of this building and some maintenance on the building will

require excavation and installation of items within excavations. Wherepractical, 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 SPACESEnclosed spaces within this building may present a risk to persons entering

for construction, maintenance or any other purpose. The designdocumentation calls for warning signs and barriers to unauthorised access.

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

workers are required to enter enclosed spaces, air testing equipment andPersonal Protective Equipment should be provided.

SMALL SPACES

Some small spaces within this building will require access by constructionor maintenance workers. The design documentation calls for warning signs

and barriers to unauthorised access. These should be maintainedthroughout 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 smallspaces.

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

maintenance causes risk to workers and public. Warning signs and securebarriers to unauthorised access should be provided. Where electrical

installations, excavations, plant or loose materials are present they shouldbe secured when not fully supervised.

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

classification identified within the drawings. Where a change of use occursat a later date a further assessment of the workplace health and safety

issues should be undertaken, in accordance with the provisions of the WorkHealth and Safety Act 2011 or subsequent replacement Act.

(Where the specific use of the building is not known at the time of 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 ofPractice: 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 ofPractice: Managing Risks of Plant at the Workplace.

All work should be carried out in accordance with Code of Practice:Managing Noise and Preventing Hearing Loss at Work.

Due to the history of serious incidents it is recommended that particularcare be exercised when undertaking work involving steel construction and

concrete placement. All the above applies.

WORKPLACE HEALTH &SAFETY REPORT

Compiled in accordace with Work Health andSafety Act 2011.

IDENTIFIED HAZARD AREAS

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

Wherever possible, components for this building should be prefabricatedoff-site or at ground level to minimise the risk of workers falling more than

two metres. However, construction of this building will require workers to beworking 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 asuitable 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 ofthis 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 inexcess of two metres is possible. Where this type of activity is required,

scaffolding, fall barriers or Personal Protective Equipment should be used inaccordance with relevant codes of practice, regulations or legislation.

Anchorage points for portable scaffold or fall arrest devices have been

included in the design for use by maintenance workers. Any personsengaged to work on the building after completion of construction work

should be informed about the anchorage points.


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NEW DRIVEWAY RE-GRADED TO SUIT NEW GARAGE LEVELPROPOSED EXTENSION SHOWN HATCHED.SITE AREA 1454 SQMNEW SITE COVER - 32.8%

NEW GATEHOUSE

DEMOLISHEXISTING WALLS

NEW SLIDING ENTRY GATE

DEMOLISH EXISTING PATH

FILL IN EXISTING GATE

3.47

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2.30

2.29

2.26

2.26

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1.69

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1.24

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RP88345

340

RP88345

1RP219316

Pool

Timber Jetty

Boat Ramp

Floating

Pontoon

ConcreteS

lab

Paved

Drivew

ay

Paved

Drivew

ay

Lip

of K

erb

Back o

f Kerb

Hydrant

TelstraPit

TelstraPit

Water

Meter

Water

Meter

TilesConc

Pavers

Drain

Pavers

Pavers

Pavers

Drain

St e

ps

Vera

ndah

Drain

Drain

Concrete Area

(Boat Storage)

Block Ret Wall

Block Fence Block Fence

Block Fence

Garage

1 & 2 STOREY

RENDERED DWELLING

TILE ROOF

(No.67)

Temporary

Shed

Stairs

StairsO

utdoor

Show

er

Rock

Feature

Garden

Bed

Garden

Stairs

Gla

ss L

ine

Garden

Bed

Gat e

Gat e

Gat e

Tiled

Area

Fence

Paved Area

(Pergola Over)

Stairs

Patio

St a

irs

Stairs

Gard

en

Gard

en

Grass

Grass

Palm

s

EP

Not

Area

Surveyed

1454m

(Vide R

P219316)

Path

130°0

3

23|3

15

220°03 62|362

310°0

3

23|3

15

40°03 62|362

TBM

Nail in K

erb

RL=3.01

StairsDrain

Stairs

Level Datum

Origin

Origin

Azimuth

Coord System

Notes DATE

JOB NO

AUTOCAD

CHECKED

SURVEYED

QT

Scale

Title

County of

Parish of

Client

ByDateAmendments & AdditionsNo

GEOCOMP

Sheet Reference #of

A.C.N. 061 750 132

A.B.N. 53 841 801 835

GROUP SERVICES

MICHEL

Surfers Paradise

Facsimile 07 5538 5117

Telephone 07 5539 8244

QLD Australia 4217

3rd Level, 50 Cavill Avenue

Web Site www.michelservices.com.auEmail [email protected]

REGISTERED QUEENSLAND NEW SOUTH WALES

LAND, ENGINEERING & GPS SURVEYING

HYDROGRAPHIC SURVEYING

TOWN PLANNING SERVICES

LECHAIM PTY LTD

PLAN OF LEVEL & FEATURE SURVEYOF LOT 1 ON RP219316NO.67 ALLAMBIE AVENUEBROADBEACH WATERS

GILSTONWARD

1:200

RP219316AHD

PSM136701

RL=2.672

PLANE

N/A

11/8/2004

6506-16

6506-504

TC

864722

6506-50411

1 2 43 5 10 15 20 25m

Scale 1:150 - Lengths are in Metres

.This note is an integral part of this plan.

therefore be incomplete and/or erroneous.

Authority and have been noted accordingly on this plan. They may

have been plotted from the records (where available) of the relevant

field survey. If underground and not able to be so located, services

.Services shown on this plan have been located where possible by

field measurement and therefore could be subject to error.

of this survey and have been compiled from RP219316 and not by

.The title boundaries shown on this plan were not surveyed as part

purpose, particularly demolition, excavation or construction.

the purpose of DESIGN and must not be used for any other

from a combination of field survey and existing records for

.This plan was prepared for LECHAIM PTY LTD

IMPORTANT NOTE

(Accuracy is approximate +/- 25mm.)

be relied upon for any detailed design work.

.Location of house and garage is approximate only and should not

.Location of all trees is approximate only.

TO

WA

LL A

BO

VE

NOTES:* Discharge waste to connection point* Provide sediment control to site where req'd

* Meter box position T.B.C on site* All retaining walls by owner

* Discharge stormwater to TANK, where possible, all otherstormwater & overflow to kerb & channel

SITE PLAN - GROUND FLOOR

SCALE 1:200 SHEET 4 OF 88 JOB NUMBER - 5082

**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 **

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


ABN 73 097 995 616





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KING



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TOTAL:

280 sq.m86 sq.m

72.2 sq.m

438.2 sq.m

GROUND FLOOR EXISTING

SCALE 1:100

ELEVATIONS

4

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


ABN 73 097 995 616





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roof

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FIRST FLOOR EXISTING

SCALE 1:100

ELEVATIONS

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


ABN 73 097 995 616





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Remove all internal walls shown dashed

Demolish all existing garage/ workshop

External walls to be removed.Maintain stair landing support

Maintain portion of existing stairs

Existing columns to be removed/relocated. TBC by engineer

BED 2

BED 3

FAMILY

KITCHEN

L'DRY

GARAGEWORKSHOP

ENTRYLOUNGE

DINING

WIR

WC

PATIO

BED 1

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BATH

ST

OR

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GROUND FLOOR DEMOLITION PLAN

SCALE 1:100

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


ABN 73 097 995 616





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New window openings

roof

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STUDY

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roof

fall

roof fall

FIRST FLOOR DEMOLITION PLAN

SCALE 1:100

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THIS DESIGN IS THE EXCLUSIVE PROPERTY OF STUART OSMAN BUILDING DESIGNSN.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 ANYRESPONSIBILITIES OF STUART OSMAN BUILDING DESIGNS FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BUILDING

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Cabinetry wall

24-20 customcavity sliding doors

New stairs & patio slab extension

Frame aroundexisting column

470 sq masonry columns with polished concrete base

Continue bulkhead over kitchen

Double Brick250mm

GAMES

LOUNGEPATIO

KITCHEN

ENTRY

DINING

PORCH

4 CAR GARAGE

L'DRYFW

FW

BED 2BED 3

OFFICE 2

OFFICE 1

FAMILY

TV

. ful

l wal

l cab

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1100

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1000 high B'fast bar

SPA

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Raised garden bed

garden

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SHSpost

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cupboards

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full

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bed

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SD

900

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AG

E

D22

A 20B 20

A 20B 20

C21

FLOOR AREASEXISTING:

LOWER LIVING AREA:UPPER LIVING AREA:GARAGE:

TOTAL:

280 sq.m86 sq.m

72.2 sq.m

438.2 sq.m

FLOOR AREASPROPOSED EXTENSION:

LOWER LIVING EXTENSION:UPPER LIVING EXTENSION:GARAGE:PORCH:PATIO:TILED ROOF TERRACE:GATEHOUSE:

TOTAL:

77.47 sq.m49.77 sq.m

115.39 sq.m5.16 sq.m

23.86 sq.m96.17 sq.m7.29 sq.m

375.11 sq.m

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

GROUND FLOOR PLAN PROPOSED

SCALE 1:100

ELEVATIONS

4

3

2

1

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


ABN 73 097 995 616





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MEMBER OF

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building designers

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1200 high pool fence

2m high boundary fence

Relocated ramp to pontoon

Raised garden/ water feature

New 'vergola'roof over

Line of existing pool

Tiered spill edge waterfeature to pool builders spec

New stairs & patio slab extension

Continue bulkhead over kitchen

3.40

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2.53

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3.24

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Timber Jetty

Boat Ramp

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C21


GROUND FLOOR PLAN PROPOSED EXTERNAL

SCALE 1:100

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C21

1m high renderedblockwork parapet wall

Tiled hob

Low level cavity slider

Storage cupboards in roof space

New 'vergola' roof

Glass balustrade

Soaker tray

Bulkhead around roof beam

Recess for builtin fold down bed

Low level cavity slider

Floor wate to connect to DP

Timber or aluminium batten screenwith perspex panel fixed to inside

Strip drain to perimeter

Timber or aluminium battenscreen recessed into parapet wall

roof

fall

ENS

MASTER BED

VOID

TILED ROOF DECKroof

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WIR

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FIRST FLOOR PLAN PROPOSED

SCALE 1:100

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4

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20 degree concrete tileroof to match existing

Stramit colorbond fascias,gutters & downpipes

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roof

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roof

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roof fall

roof

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roof fall

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roof fallD22

A 20B 20

A 20B 20

* 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

ROOF PLAN

SCALE 1:100

ELEVATIONS

4

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Infill existing openings New rendered blockwork garage walls


Existing 20 degree concrete tile roof

Powder coated aluminium shutters

Floor slab with 50mm drip edge

Rendered harditexto match existing

New brick veneer wall to match existingLine of existing roof Powdercoated aluminium

windows & SGDs


New 'vergola' roof tomanufacturers spec

Coulrbond Flashing

FL

FL

FL FLCL CL

CL

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20° pitch

fg fg fg

ELEVATION 1 1:100

1,80

0

Rendered masonry raisedgarden/ water feature

Pool pump shed


ELEVATION 1 cont 1:100


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New rendered blockwork garage walls


Floor slab with50mm drip edge

Powdercoated aluminiumwindows & SGDs



Rendered harditex tomatch existing

Replace front widows

polished concrete base to masonry column

FL

FL

FL FL

CL CL

CL

CL

20° pitch

porch ceiling

fg fg

fg

batten screen

balustrade

ELEVATION 2 1:100

2,70

02,

400

2,70

02,

700

Existing structure

1200mm high pool fence,to AS 1926.1

1000mm high h/rail,as per BCA 3.9.2


New powdercoated aluminiumwindows & SGDs to existing structure


Rendered harditex tomatch existing

New tiled stairs to pool area

FLFL

FLFLCLCL

CL

CL

20° pitch

ELEVATION 4 1:100


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Infill existing openings

Existing pergola

1200mm high FG pool fence,to AS 1926.1



Powdercoated aluminiumwindows & SGDs

Rendered brick veneerto match existing

New rendered blockwork garage walls

600 wide renderedfoam hood

Existing stairs & boat store

New brick veneer wall to match existing.Partial infill of steps

Rendered masonry columns with polished concrete base

FL

FLCL

CL

20° pitch

fg fg fg

ELEVATION 3 1:100

2,72

0

1,80

020 degree concrete tileroof to match house

Rendered masonry front fence

76sq SHS posts

Letterbox

FL

CL

FL

CL

ELEVATION 5 - GATEHOUSE 1:100

190 2,820 190

190

2,32

019

01,

200

190

2,00

019

0

2,70

0

900190

1,210190

500

E11

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Letterbox

Intercom

GATEHOUSE 1:100

2,72

0

490

20 degree concrete tileroof to match house

Rendered masonry front fence

76sq SHS posts

Intercom


FL

CL

FL

CL

SECTION 1:100

9E

inc 40fascia


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


ABN 73 097 995 616





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SECTION 1:100

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MASTER BEDVOID

WIR

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to matchexisting

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Beam by engineerin bulkhead

Low level sliding dooraccess into roof space Line of existing roof




SECTION 1:100

9D

FL

FLCL

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TILED ROOF DECKGYM

GAMES GARAGEBED 2BED 3FAMILY ROBE

SPA

ROBE

inc 40fasciaBINDERS @ 3000 Ctrs.



22 SECTION D Layout - The Web Console · 2015. 6. 10. · all pool fencing shall be min. 1200mm...

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Transcript of 22 SECTION D Layout - The Web Console · 2015. 6. 10. · all pool fencing shall be min. 1200mm...