22 SECTION D Layout - Amazon S3 · 2015. 6. 10. · all pool fencing shall be min. 1200mm high and...
Transcript of 22 SECTION D Layout - Amazon S3 · 2015. 6. 10. · all pool fencing shall be min. 1200mm high and...
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
BUILDER
DRAWN BY CHECKED BY
DESIGN
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
ALLAMBI AVEBROADBEACH WATERS
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
PROPOSED RENOVATION FOR
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
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
BUILDER
DRAWN BY CHECKED BY
DESIGN
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
3 22
J030913K190913L240913M181013N081113
REPORT STATUS DATE
WORKPLACE HEALTH & SAFETY REPORTCOMPLETED - DISCUSSED WITH & PROVIDED TOCLIENT ALONG WITH WORKING DRAWINGS 16/10/13
KING65
ALLAMBI AVEBROADBEACH WATERS
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.
PROPOSED RENOVATION FOR
21-1
2adh
21-1
2adh
06-24asw 12-21asw
820
24-48 panelift door 24-48 panelift door
820
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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
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3.45
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3.40
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3.29
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3.27
3.29
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3.57 3.75
2.27
3.40
3.55
3.40
3.34
3.34
2.5
7
2.57
3.4
0 3.38
3.38
1.58
1.55
2.27
2.18 2.42
2.38
2.54
2.46 2
.40
2.65
2.44
1.27 2.43 2.49
2.50 2.50
2.44
2.50 2.50
2.52
2.51 2.51
2.50
2.53
2.53
2.51
2.5
1
2.52
2.29 2.29
2.23 2.27
2.30
2.20
2.30
2.29
2.26
2.26
2.46
1.73
1.69
1.23
1.24
0.66
0.66
0.65
0.64
0.63
0.65 0.65
1.53
0.17 0.08
1.52
1.38
2.30
2.52 2.24
2.50
2.39
2.35
2.55
2.44
2.49
2.72
2.5
8
2.58
2.78
2.54 2.47
2.52
2.76 3.78
3.78
3.79 3.79 3.96
3.95 3.95
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=3
. 97
2.58
2.54
2.54
2.56 2.56
3.21
3.21
2. 5
3 2.64
2.53
2.50 2.86
3.22
3.24 3.29
3.69
3.22
3.18
3.24
3.21
1.63
3.36
3.67
AL
LA
MB
IE A
VE
NU
E
337
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
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.
TH
IS D
ES
IGN
IS T
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BUILDER
DRAWN BY CHECKED BY
DESIGN
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
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701,
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BED 2
BED 3
FAMILY
KITCHEN
L'DRY
GARAGEWORKSHOP
ENTRYLOUNGE
DINING
WIR
WC
PATIO
BED 1
ENS
BATH
ST
OR
AG
E
FLOOR AREASEXISTING:
LOWER LIVING AREA:UPPER LIVING AREA:GARAGE:
TOTAL:
280 sq.m86 sq.m
72.2 sq.m
438.2 sq.m
GROUND FLOOR EXISTING
SCALE 1:100
ELEVATIONS
4
3
2
1
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.
TH
IS D
ES
IGN
IS T
HE
EX
CLU
SIV
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RO
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RT
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PROJECT
JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
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
6 22
J030913K190913L240913M181013N081113
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2,000
3,0407,970
902,950903,960703,600250
3,21
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902,
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704,
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250 3,600 70 3,960 90
8,46
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3,00
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460
905,
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70
roof
fall
STUDY
roof
fall
roof fall
roof
fall
roof fall
FIRST FLOOR EXISTING
SCALE 1:100
ELEVATIONS
4
3
2
1
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.
TH
IS D
ES
IGN
IS T
HE
EX
CLU
SIV
E P
RO
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RT
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JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
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
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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
ENS
BATH
ST
OR
AG
E
GROUND FLOOR DEMOLITION PLAN
SCALE 1:100
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.
TH
IS D
ES
IGN
IS T
HE
EX
CLU
SIV
E P
RO
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Y O
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JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
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
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1:100 @ A3
8 22
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Portion of existing roofs to be removedRemove all internal walls shown dashed
New window openings
roof
fall
STUDY
roof
fall
roof fall
roof
fall
roof fall
FIRST FLOOR DEMOLITION PLAN
SCALE 1:100
Pho
ne
(07)
55
203
022
Fax
(07
) 55
203
033
PO
Box
284
5 B
urle
igh
Hea
ds D
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ld 4
220
Add
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: 2/7
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1296
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Em
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desi
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sobd
.net
© C
opyr
igh t
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par
t or
who
le. W
ritte
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Fai
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resp
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bilit
ies.
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
CLI
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24-48 panelift door 24-48 panelift door
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REF.
W.M.PROV
DWPROV
D.P
REF.
D.PD.P
D.P
190
5,29
070
1,25
519
03,
305
250
3,46
570
530
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4,290 4,570 8,340
4,840 70 4,280 90 2,000 70 2,000 90 4,280 190610
70 13,740 190
20 3,920 70 5,760 250
70 3,320 70 1,860 70 1,600 70 2,250 70 1,325 70 4,365 250
250
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2,20
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2,86
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2,40
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450
70
300 2,000 300
580
400
500
400
580
1,00
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190 6,080 190
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2,39
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1,60
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1,10
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750
2,100
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490
660 690
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2305,670
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Glass balustrade
1100 high wall
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
inet
ry
ROBE
desk
1100
hig
h
1000 high B'fast bar
SPA
Rai
sed
gard
en b
ed
Pool pumpshed
Raised garden bed
garden
SHSpost
SHSpost
POND
1100
hig
h
mirror
shelf
storage
glas
s ba
lus t
rade
Ver
gola
roof
ove
r
void over
built in bench built in bench
24-7
4 st
ack e
r
PDR
stor
age
SHSpost
SHSpost
FW
CS
D
iron desk
cupboards
TV
full
ht b
ooks
helf/
bed
head
ROBEC
SD
900
wid
eco
okto
p
FW
ST
OR
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
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.
TH
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MEMBER OF
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PROPOSED RENOVATION65
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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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3.34
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3.79 3.96
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2.54
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3.21
2.5
3 2.64
2.53
2.50 2.86
3.22
3.24
3.22
3.18
3.24
3.21
1.63
Timber Jetty
Boat Ramp
Floating
Pontoon
Conc
Pavers
Drain
Pavers
Pavers
Pavers
Drain
Drain
Drain
Concrete Area
(Boat Storage)
Drain
GAMES
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1100
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BOAT RAMP
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Rai
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gard
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Pool pumpshed
feat
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POOL
garden
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SHSpost
POND
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1000
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1500
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1800
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1200 high
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Ver
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C21
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 EXTERNAL
SCALE 1:100
ELEVATIONS
4
3
2
1
Pho
ne
(07)
55
203
022
Fax
(07
) 55
203
033
PO
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284
5 B
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3 09
7 99
5 6
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1296
87
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.net
© C
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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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D.P
D.PD.P
REF.
D.P
D.P
D.P
D.P
250 4,500 70 2,230 70
901,
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703,
625
701,
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701,
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70 2,350 250
701,
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705,
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230
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
fall
roof
fall
roof
fall
roof fall
roof
fall
roof fall
WIR
GYM
fall
1/2 height wall with shutters over
mirror
mirr
or
TV
desk
STOREBBQ
FW
FW
FW
falls to floor waste
D22
A 20B 20
A 20B 20
1933
mm
PR
ES
IDE
NT
Spa
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
FIRST FLOOR PLAN PROPOSED
SCALE 1:100
ELEVATIONS
4
3
2
1
Pho
ne
(07)
55
203
022
Fax
(07
) 55
203
033
PO
Box
284
5 B
urle
igh
Hea
ds D
C Q
ld 4
220
Add
ress
: 2/7
1 T
ow
nsh
ip D
rive
, Wes
t Bur
leig
h, Q
LD 4
219
AB
N 7
3 09
7 99
5 6
16B
SA
Lic
ens
e N
o: 1
1296
87
Em
ail:
desi
gn@
sobd
.net
© C
opyr
ight
res
erve
d in
par
t or
who
le. W
ritte
ndi
men
sion
s ta
ke p
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ontr
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ify d
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s.N
otify
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f dis
crep
anci
es.
Fai
lure
to d
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sha
ll vo
idth
e de
sign
ers
resp
onsi
bilit
ies.
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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22
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D.P
D.P
D.P
D.P
C21
20 degree concrete tileroof to match existing
Stramit colorbond fascias,gutters & downpipes
Extent of new roofs shown hatched
roof
fall
roof fall
roof
fall
roof fall
roof
fall
roof fall
roof fall
roof
fall
roof
fall
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
3
2
1
Pho
ne
(07)
55
203
022
Fax
(07
) 55
203
033
PO
Box
284
5 B
urle
igh
Hea
ds D
C Q
ld 4
220
Add
ress
: 2/7
1 T
ow
nsh
ip D
rive
, Wes
t Bur
leig
h, Q
LD 4
219
AB
N 7
3 09
7 99
5 6
16B
SA
Lic
ens
e N
o: 1
1296
87
Em
ail:
desi
gn@
sobd
.net
© C
opyr
ight
res
erve
d in
par
t or
who
le. W
ritte
ndi
men
sion
s ta
ke p
refe
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ontr
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ver
ify d
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s.N
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f dis
crep
anci
es.
Fai
lure
to d
o so
sha
ll vo
idth
e de
sign
ers
resp
onsi
bilit
ies.
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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09/0
5/2
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1:10
0 @
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22
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3E
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07
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3G
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2,98
02,
700
2,40
02,
700
Infill existing openings New rendered blockwork garage walls
20 degree concrete tileroof to match existing
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
Stramit colorbond fascias,gutters & downpipes
New 'vergola' roof tomanufacturers spec
Coulrbond Flashing
FL
FL
FL FLCL CL
CL
CL
20° pitch
fg fg fg
ELEVATION 1 1:100
1,80
0
Rendered masonry raisedgarden/ water feature
Pool pump shed
Tiered spill edge waterfeature to pool builders spec
ELEVATION 1 cont 1:100
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
Pho
ne
(07)
55
203
022
Fax
(07
) 55
203
033
PO
Box
284
5 B
urle
igh
Hea
ds D
C Q
ld 4
220
Add
ress
: 2/7
1 T
ow
nsh
ip D
rive
, Wes
t Bur
leig
h, Q
LD 4
219
AB
N 7
3 09
7 99
5 6
16B
SA
Lic
ens
e N
o: 1
1296
87
Em
ail:
desi
gn@
sobd
.net
© C
opyr
ight
res
erve
d in
par
t or
who
le. W
ritte
ndi
men
sion
s ta
ke p
refe
renc
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ontr
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ify d
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s.N
otify
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f dis
crep
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es.
Fai
lure
to d
o so
sha
ll vo
idth
e de
sign
ers
resp
onsi
bilit
ies.
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
CLI
EN
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PR
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CT
JOB
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DR
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KIN
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BI
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RO
AD
BE
AC
H W
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S
5082
JR A
09/0
5/2
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SO
CU
STO
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1:10
0 @
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14
22
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80
61
3E
23
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13
08
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81
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8111
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2,70
02,
400
2,50
070
060
0
2,98
0
900
380
2,70
0
New rendered blockwork garage walls
20 degree concrete tileroof to match existing
Floor slab with50mm drip edge
Powdercoated aluminiumwindows & SGDs
Stramit colorbond fascias,gutters & downpipes
Timber or aluminium batten screenwith perspex panel fixed to inside
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
20 degree concrete tileroof to match existing
New powdercoated aluminiumwindows & SGDs to existing structure
New 'vergola' roof tomanufacturers spec
Rendered harditex tomatch existing
New tiled stairs to pool area
FLFL
FLFLCLCL
CL
CL
20° pitch
ELEVATION 4 1:100
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
Pho
ne
(07)
55
203
022
Fax
(07
) 55
203
033
PO
Box
284
5 B
urle
igh
Hea
ds D
C Q
ld 4
220
Add
ress
: 2/7
1 T
ow
nsh
ip D
rive
, Wes
t Bur
leig
h, Q
LD 4
219
AB
N 7
3 09
7 99
5 6
16B
SA
Lic
ens
e N
o: 1
1296
87
Em
ail:
desi
gn@
sobd
.net
© C
opyr
ight
res
erve
d in
par
t or
who
le. W
ritte
ndi
men
sion
s ta
ke p
refe
renc
e.C
ontr
acto
r to
ver
ify d
imen
sion
s.N
otify
des
igne
rs o
f dis
crep
anci
es.
Fai
lure
to d
o so
sha
ll vo
idth
e de
sign
ers
resp
onsi
bilit
ies.
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
CLI
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PR
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JOB
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N
65
AL
LAM
BI
AV
EB
RO
AD
BE
AC
H W
AT
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JR A
09/0
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2,70
02,
700
2,70
02,
400
900
Infill existing openings
Existing pergola
1200mm high FG pool fence,to AS 1926.1
20 degree concrete tileroof to match existing
Timber or aluminium batten screenwith perspex panel fixed to inside
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
E11
Letterbox
Intercom
GATEHOUSE 1:100
2,72
0
490
20 degree concrete tileroof to match house
Rendered masonry front fence
76sq SHS posts
Intercom
Stramit colorbond fascias,gutters & downpipes
FL
CL
FL
CL
SECTION 1:100
9E
inc 40fascia
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
Pho
ne
(07)
55
203
022
Fax
(07
) 55
203
033
PO
Box
284
5 B
urle
igh
Hea
ds D
C Q
ld 4
220
Add
ress
: 2/7
1 T
ow
nsh
ip D
rive
, Wes
t Bur
leig
h, Q
LD 4
219
AB
N 7
3 09
7 99
5 6
16B
SA
Lic
ens
e N
o: 1
1296
87
Em
ail:
desi
gn@
sobd
.net
© C
opyr
ight
res
erve
d in
par
t or
who
le. W
ritte
ndi
men
sion
s ta
ke p
refe
renc
e.C
ontr
acto
r to
ver
ify d
imen
sion
s.N
otify
des
igne
rs o
f dis
crep
anci
es.
Fai
lure
to d
o so
sha
ll vo
idth
e de
sign
ers
resp
onsi
bilit
ies.
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
CLI
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21-1
2adh
21-1
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06-24asw 12-21asw
820
24-48 panelift door 24-48 panelift door
820
04-2
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21-0
6alw
21-0
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04-15asw04-15asw
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D.P
D.PD.P
D.P
TV
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to above
spp forREF
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spp forREF
to above
P.P.
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P.
provide circuit for spa& pool lighting
circuit forvergola roof
GROUND FLOOR ELECTRICAL PLAN
SCALE 1:100
P.
ELECTRICAL LEGEND
TV
CEILING FAN LIGHT
PHONE OUTLET
2 GLOBE FAN, HEAT, LIGHT
METER BOX
SINGLE GPO'S - 1050 OFF FLOOR
SINGLE GPO'S - 300 OFF FLOOR
DOUBLE GPO'S - 300 OFF FLOOR
TV ANTENNA POINT
EXHAUST FAN
FLUORESCENT LIGHT
PHONE OUTLET-300 OFF FLOOR
CEILING FAN
DOWN LIGHT
WALL LIGHT
SMOKE DETECTOR
FLOOD LIGHT
PENCIL SPOT
SPECIAL LIGHT
SWITCH POINTS @ 1350 OFF FLOOR
DOUBLE GPO'S - 1050 OFF FLOOR
CEILING LIGHT (BATTEN HOLD)
NOTES:
* ALL external power points to be weather-proof
** ALL ELECTRICAL POINTS T.B.C ON SITE BYCLIENT AND ELECTRICIAN **
FP.FLUORESCENT PENCIL SPOT
PROVIDE 80% min. ENERGY EFFICIENT LIGHTINGAS PER QUEENSLAND DEVELOPMENT CODE GUIDELINES
Pho
ne
(07)
55
203
022
Fax
(07
) 55
203
033
PO
Box
284
5 B
urle
igh
Hea
ds D
C Q
ld 4
220
Add
ress
: 2/7
1 T
ow
nsh
ip D
rive
, Wes
t Bur
leig
h, Q
LD 4
219
AB
N 7
3 09
7 99
5 6
16B
SA
Lic
ens
e N
o: 1
1296
87
Em
ail:
desi
gn@
sobd
.net
© C
opyr
ight
res
erve
d in
par
t or
who
le. W
ritte
ndi
men
sion
s ta
ke p
refe
renc
e.C
ontr
acto
r to
ver
ify d
imen
sion
s.N
otify
des
igne
rs o
f dis
crep
anci
es.
Fai
lure
to d
o so
sha
ll vo
idth
e de
sign
ers
resp
onsi
bilit
ies.
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
CLI
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JOB
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NO
VA
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N
65
AL
LAM
BI
AV
EB
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BE
AC
H W
AT
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5082
JR A
09/0
5/2
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STO
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1:10
0 @
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17
22
D1
80
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3E
23
07
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08
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H1
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TV
P.
P.
FIRST FLOOR ELECTRICAL PLAN
SCALE 1:100CLIENT WITH ELECTRICIANCONFIRMED ON SITE BYELECTRICAL LAYOUT TO BE
NOTES:
* ALL external power points to be weather-proof
** ALL ELECTRICAL POINTS T.B.C ON SITE BYCLIENT AND ELECTRICIAN **
PROVIDE 80% min. ENERGY EFFICIENT LIGHTINGAS PER QUEENSLAND DEVELOPMENT CODE GUIDELINES
P.
ELECTRICAL LEGEND
TV
CEILING FAN LIGHT
PHONE OUTLET
2 GLOBE FAN, HEAT, LIGHT
METER BOX
SINGLE GPO'S - 1050 OFF FLOOR
SINGLE GPO'S - 300 OFF FLOOR
DOUBLE GPO'S - 300 OFF FLOOR
TV ANTENNA POINT
EXHAUST FAN
FLUORESCENT LIGHT
PHONE OUTLET-300 OFF FLOOR
CEILING FAN
DOWN LIGHT
WALL LIGHT
SMOKE DETECTOR
FLOOD LIGHT
PENCIL SPOT
SPECIAL LIGHT
SWITCH POINTS @ 1350 OFF FLOOR
DOUBLE GPO'S - 1050 OFF FLOOR
CEILING LIGHT (BATTEN HOLD)
FP.FLUORESCENT PENCIL SPOT
Pho
ne
(07)
55
203
022
Fax
(07
) 55
203
033
PO
Box
284
5 B
urle
igh
Hea
ds D
C Q
ld 4
220
Add
ress
: 2/7
1 T
ow
nsh
ip D
rive
, Wes
t Bur
leig
h, Q
LD 4
219
AB
N 7
3 09
7 99
5 6
16B
SA
Lic
ens
e N
o: 1
1296
87
Em
ail:
desi
gn@
sobd
.net
© C
opyr
ight
res
erve
d in
par
t or
who
le. W
ritte
ndi
men
sion
s ta
ke p
refe
renc
e.C
ontr
acto
r to
ver
ify d
imen
sion
s.N
otify
des
igne
rs o
f dis
crep
anci
es.
Fai
lure
to d
o so
sha
ll vo
idth
e de
sign
ers
resp
onsi
bilit
ies.
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
CLI
EN
T
PR
OJE
CT
JOB
NU
MB
ER
BU
ILD
ER
DR
AW
N B
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CK
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ME
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OF C
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nsla
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s
KIN
G
PR
OP
OS
ED
RE
NO
VA
TIO
N
65
AL
LAM
BI
AV
EB
RO
AD
BE
AC
H W
AT
ER
S
5082
JR A
09/0
5/2
013
SO
CU
STO
M
1:10
0 @
A3
18
22
D1
80
61
3E
23
07
13
F0
20
81
3G
13
08
13
H1
50
81
3I
02
09
13
J0
30
91
3K
19
09
13
L2
40
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3M
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10
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N0
8111
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7,140 1,500 10,250
3,920 6,080
250
2,20
03,
000
2,40
025
0
9,050 8,150 6,4606,
995
3,30
511
0
250
2,39
0
420 4,070
2,00
012
,180
600
1,560 300 690
1,00
0
8,39
5
1,200 360
400
5,55
01,
255
190
470
2,50
569
0
190
300 14,800
490
New slab to match existing
New slab to match existingover stairs
Spa & water feature topool builders spec
Pad footing for 690 sq masonry column
Brick up base to match existing
Brick up base to match existing
Slab & footings toengineers design
HomeGuard termite protectionsystem to underside of slab,perimeter & penetrations, inaccordance with AS 3660.1
fw
fw
tub
fw
sink
sink
fw
shower
basinwc
sink
shower
basin
wc
shower
wc
basin
wet area
wet area
wet area
extent of new patio slab.
R.L. to m
atch existing patio
extent of new house slab
380mmstepdown
50mmstepdown
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
Pho
ne
(07)
55
203
022
Fax
(07
) 55
203
033
PO
Box
284
5 B
urle
igh
Hea
ds D
C Q
ld 4
220
Add
ress
: 2/7
1 T
ow
nsh
ip D
rive
, Wes
t Bur
leig
h, Q
LD 4
219
AB
N 7
3 09
7 99
5 6
16B
SA
Lic
ens
e N
o: 1
1296
87
Em
ail:
desi
gn@
sobd
.net
© C
opyr
ight
res
erve
d in
par
t or
who
le. W
ritte
ndi
men
sion
s ta
ke p
refe
renc
e.C
ontr
acto
r to
ver
ify d
imen
sion
s.N
otify
des
igne
rs o
f dis
crep
anci
es.
Fai
lure
to d
o so
sha
ll vo
idth
e de
sign
ers
resp
onsi
bilit
ies.
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
CLI
EN
T
PR
OJE
CT
JOB
NU
MB
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BU
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DR
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N B
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CK
ED
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DE
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SC
ALE
SA
ME
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ME
NT
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SH
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ME
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OF C
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ME
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ME
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OF
quee
nsla
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c.as
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n of
build
ing
desi
gner
s
KIN
G
PR
OP
OS
ED
RE
NO
VA
TIO
N
65
AL
LAM
BI
AV
EB
RO
AD
BE
AC
H W
AT
ER
S
5082
JR A
09/0
5/2
013
SO
CU
STO
M
1:10
0 @
A3
19
22
D1
80
61
3E
23
07
13
F0
20
81
3G
13
08
13
H1
50
81
3I
02
09
13
J0
30
91
3K
19
09
13
L2
40
91
3M
18
10
13
N0
8111
3
1,700
2,50
0
500
1,590 4,570 14,800
2,600
190
1,16
02,
410
620
1,17
01,
255
190
3,30
525
0
50
1,00
045
0
8,39
5
8,290 6,320 190
5,55
01,
285
160
3,55
5
Extent of new slab tomatch existing
Blockwork walls below
50mm drip edge to slab
CantileveredSus. Slab
by engineer
Recess to suit batten screen
Slab falls toperimeter strip drain
Slab falls toperimeter strip drain
Block walls below
Block walls below
Double Brick 250mm wall below
spa
shower
basin
wc
wet area
fw
basin
fw
basin
wc
wet area
Existing slabExistingbalcony slab
fw
100mmstepdown
100m
mst
epdo
wn
FIRST 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
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.
TH
IS D
ES
IGN
IS T
HE
EX
CLU
SIV
E P
RO
PE
RT
Y O
F S
TU
AR
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SM
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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
20 22
J030913K190913L240913M181013N081113
2,70
02,
400
Existing structure
600
760
Line of existing roof removed
Soaker tray
Existing roof structure
Slab & footings on compactedfill to engineers design
20 degree concrete tileroof to match existing
Plasterboard lining to walls & ceilings,villaboard lining to ALL wet areas
VOID
ENTRY OFFICE 2ROBEENS
STAIRS
FL
FLCL
CL
FL
FLCL
CL
SECTION 1:100
9B
BINDERS @ 3000 Ctrs.
BINDERS @ 3000 Ctrs.
20° pitch
to matchexisting
to matchexisting
20 degree roof trusses @ 600 ctrsas per truss manufacturers specification's
2,70
02,
400
76040200
2,70
02,
700
Existing structure
Stramit colorbond capping to topof all parapet walls, 1:100 fall backinto roof area, refer Parapet Details
Sus. Slab by engineer
Plasterboard lining to walls & ceilings,villaboard lining to ALL wet areas
Slab & footings on compactedfill to engineers design
HomeGuard termite protectionsystem to underside of slab,perimeter & penetrations, inaccordance with AS 3660.1
20 degree concrete tileroof to match existing
Block Wall by engineer
Block Wall by engineerDouble Brick250mm by engineer
Colorbond Flashing
SECTION 1:100
9A
FL
FLCL
CL
FL
FLCL
CLBINDERS @ 3000 Ctrs.
inc 40fascia
PORCHBED 2 OFFICE 2OFFICE 1
GYMSTORE
100mmstepdown
to matchexisting
fascia
20° pitch
20 degree roof trusses @ 600 ctrsas per truss manufacturers specification's
Pho
ne
(07)
55
203
022
Fax
(07
) 55
203
033
PO
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284
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ld 4
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rive
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h, Q
LD 4
219
AB
N 7
3 09
7 99
5 6
16B
SA
Lic
ens
e N
o: 1
1296
87
Em
ail:
desi
gn@
sobd
.net
© C
opyr
ight
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erve
d in
par
t or
who
le. W
ritte
ndi
men
sion
s ta
ke p
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r to
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crep
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es.
Fai
lure
to d
o so
sha
ll vo
idth
e de
sign
ers
resp
onsi
bilit
ies.
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
CLI
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PR
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JOB
NU
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ILD
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DR
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CK
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UM
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ME
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ME
MB
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ME
MB
ER
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quee
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nd in
c.as
soci
atio
n of
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ing
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gner
s
KIN
G
PR
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OS
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RE
NO
VA
TIO
N
65
AL
LAM
BI
AV
EB
RO
AD
BE
AC
H W
AT
ER
S
5082
JR A
09/0
5/2
013
SO
CU
STO
M
1:10
0 @
A3
21
22
D1
80
61
3E
23
07
13
F0
20
81
3G
13
08
13
H1
50
81
3I
02
09
13
J0
30
91
3K
19
09
13
L2
40
91
3M
18
10
13
N0
8111
3
2,70
02,
400
760
900
1,00
0
300
1,20
0
Slab & footings on compactedfill to engineers design
20 degree concrete tileroof to match existingPlasterboard lining to walls & ceilings,
villaboard lining to ALL wet areas
New 'vergola' roof tomanufacturers spec
New floor slabby engineer
Timber or aluminiumbatten screen recessedinto parapet wall
Stramit colorbond capping to topof all parapet walls, 1:100 fall backinto roof area, refer Parapet Details
Raised planter
HomeGuard termite protectionsystem to underside of slab,perimeter & penetrations, inaccordance with AS 3660.1
Rendered base to masonry column
Concrete drivewaygraded to suit
Upstand wall
New patio slab tomatch existing
Sus. Slab by engineer
SECTION 1:100
9C
LOUNGEPATIO ENTRY
MASTER BEDVOID
WIR
FL
FLCL
CL
FL
FLCL
CLBINDERS @ 3000 Ctrs.
to matchexisting
DECK
PORCH
POOLTo pool builders spec
Canal
20 degree roof trusses @ 600 ctrsas per truss manufacturers specification's
Pho
ne
(07)
55
203
022
Fax
(07
) 55
203
033
PO
Box
284
5 B
urle
igh
Hea
ds D
C Q
ld 4
220
Add
ress
: 2/7
1 T
ow
nsh
ip D
rive
, Wes
t Bur
leig
h, Q
LD 4
219
AB
N 7
3 09
7 99
5 6
16B
SA
Lic
ens
e N
o: 1
1296
87
Em
ail:
desi
gn@
sobd
.net
© C
opyr
ight
res
erve
d in
par
t or
who
le. W
ritte
ndi
men
sion
s ta
ke p
refe
renc
e.C
ontr
acto
r to
ver
ify d
imen
sion
s.N
otify
des
igne
rs o
f dis
crep
anci
es.
Fai
lure
to d
o so
sha
ll vo
idth
e de
sign
ers
resp
onsi
bilit
ies.
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
CLI
EN
T
PR
OJE
CT
JOB
NU
MB
ER
BU
ILD
ER
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
ME
MB
ER
OF C
HA
RT
ER
ED
ME
MB
ER
OF
ME
MB
ER
OF
quee
nsla
nd in
c.as
soci
atio
n of
build
ing
desi
gner
s
KIN
G
PR
OP
OS
ED
RE
NO
VA
TIO
N
65
AL
LAM
BI
AV
EB
RO
AD
BE
AC
H W
AT
ER
S
5082
JR A
09/0
5/2
013
SO
CU
STO
M
1:10
0 @
A3
22
22
D1
80
61
3E
23
07
13
F0
20
81
3G
13
08
13
H1
50
81
3I
02
09
13
J0
30
91
3K
19
09
13
L2
40
91
3M
18
10
13
N0
8111
3
Tiered spill edge waterfeature to pool builders spec
1200mm high pool fence,to AS 1926.1
FL
FLCL
SPA
POOLTo pool builders spec
Canal
2,70
02,
700
200
Slab & footings on compactedfill to engineers design
Timber or aluminium batten screenwith perspex panel fixed to inside
20 degree concrete tileroof to match existing
Beam by engineerin bulkhead
Low level sliding dooraccess into roof space Line of existing roof
Sus. Slab by engineer
Plasterboard lining to walls & ceilings,villaboard lining to ALL wet areas
HomeGuard termite protectionsystem to underside of slab,perimeter & penetrations, inaccordance with AS 3660.1
SECTION 1:100
9D
FL
FLCL
CL
TILED ROOF DECKGYM
GAMES GARAGEBED 2BED 3FAMILY ROBE
SPA
ROBE
inc 40fasciaBINDERS @ 3000 Ctrs.
BINDERS @ 3000 Ctrs.
20 degree roof trusses @ 600 ctrsas per truss manufacturers specification's