Post on 12-Sep-2020
MR. C. PHILLIPS
NUMBER 16
SHERIDAN PARK AVE
BROADBEACH WATERS
JOB NUMBER - 5650
NOTES:
* IMAGES ARE DIAGRAMATIC ONLY
* REFER TO ELEVATIONS FOR DETAILS
PROPOSED VILLAS FOR
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVE
BROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
2 19
queensland inc.association of
building designers
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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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JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVE
BROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
3 19
queensland inc.association of
building designers
DESCRIPTIONREV. DATE
PRELIMINARY PLANS ISSUEDA 270814
DENOTES LOCATION OF SMOKE DETECTORS (refer electrical layout plans), TOBE HARD WIRED WITH EMERGENCY BACK-UP AND COMPLY WITH AS 3786.
WIND SPEED AS NOMINATED ON BRACING PLAN.
PROVIDE LIFT OFF HINGES TO W.C OR OPEN OUT DOOR OR MIN 1200mm CLEARANCEFROM DOOR TO PAN.
EXHAUST FANS FROM SANITARY COMPARTMENTS TO BE DUCTED TO THE OUTSIDEARE AIR OR TO A VENTED ROOF SPACE AND AS PER AS 1668.2
THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGUALTIONS,STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACUAL OBLIGATIONS.
ALL CONSTRUCTION MATERIALS SUPPLIED MUST TAKE INTO ACCOUNT PROXIMITY TOCOASTAL OR INDUSTRIAL ENVIRONMENTS, IN ACCORDANCE WITH MANUFACTURERSSPECIFICATIONS
THESE PLANS ARE PROTECTED BY COPY RIGHT AND ARE THE PROPERTY OF THEAUTHOR.
MR. C. PHILLIPSNUMBER 16
SHERIDAN PARK AVE
BROADBEACH WATERS
JOB NUMBER - 5650
GENERAL NOTES
DO NOT SCALE PLANS, USE WRITTEN DIMENSIONS ONLY.
THE OWNER/BUILDER SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, LEVELS,SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING WORKS OR ORDERINGMATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKSCONFORM TO THE BUILDING CODE OF AUSTRALIA 2006, CURRENT AUSTRALIANSTANDARDS, BUILDING REGULATIONS AND TOWN PLANNING REQUIREMENTS,REPORT ANY DISCREPANCIES TO THIS OFFICE.
ALL WORKS SHALL COMPLY WITH BUT NOT LIMITED TO THE BUILDING CODE OFAUSTRALIAN AND THE AUSTRALIAN STANDARDS LISTED IN NOTE 4.
AS 1288 - 2006 GLASS IN BUILDINGS - SELECTION AND INSTALLATIONAS 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDINGAS 1684 - 2010 NATIONAL TIMBER FRAMING CODEAS 2049 - 2002 ROOF TILESAS 2050 - 2002 INSTALLATION OF ROOF TILESAS 2870 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTIONAS/NZS 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGSAS 3600 - 2000 CONCRETE STRUCTURESAS 3660 - 2000 BARRIERS FOR SUBTERRANEAN TERMITESAS 3700 - 2001 MASONRY IN BUILDINGSAS 3740 - 2004 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGSAS 3786 - 1993 SMOKE ALARMSAS 4055 - 2006 WIND LOADINGS FOR HOUSINGAS 4100 - 1998 STEEL STRUCTURES
THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL AND CIVILENGINEERING COMPUTIONS AND DRAWINGS.
SOIL CLASSIFICATION - REFER TO STRUCTURAL ENGINEERS SOIL TEST.
ALL BUILDINGS SHALL BE PROTECTED AGAINST TERMITE ATTACK IN ACCORDANCEWITH AS 3660.1 AND A DURABLE NOTICE SHALL BE PLACED IN THE METER BOXINDICATING TYPE OF BARRIER AND REQUIRED PERIODICAL INSPECTIONS.
SAFETY GLAZING TO BE USED IN THE FOLLOWINGS CASES -i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOORii) BATHROOMS - WITHIN 1500mm VERTICAL OF THE BATH BASEiii) FULLY GLAZED DOORSiv) SHOWER SCREENSv) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVELvi) WINDOW SIZES ARE NOMINAL ONLY, ACTUAL SIZES WILL VARYWITH MANUFACTURER, FLASHING ALL ROUND.
ALL GUTTERS TO BE STRAMIT QUEENSLANDER QUAD GUTTERING WITH MIN. 100x75RECTANGULAR OR 100 dia. DOWNPIPES, EACH DOWNPIPE SHALL SERVICE A MAXIMUMROOF AREA OF 36 sq.m OR SHALL BE POSITIONED AS PER AS 3500.3, 2003, SECTION 3.
STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE AS DETERMINED BYTHE RELEVANT AUTHORITY.
TILED DECKS OVER LIVABLE AREAS ARE TO BE, IN THE FOLLOWING ORDER OVERTHEFLOOR JOISTS : 19mm COMPRESSED FIBRE CEMENT SHEET, WITH ONE LAYER OFPARCHEM EMERPROOF 750 WITH A SECOND LAYER OF SAND SEED WITH A DFT OF1300 MICRON, INSTALLED TO MANUF. SPECIFICATIONS, AND FLOOR TILES OVER, ALLCORNERS TO HAVE 20mm MASTIC SEALANT UNDER THE PARCHEM EMERPROOF 750.
FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES OR EASEMENTS. IT ISRECOMMENDED THAT WHERE BUILDINGS ARE TO BE LOCATED IN CLOSE PROXIMITYOF BUNDARIES, A CHECK SURVEY BE CONDUCTED BY A LICENSED SURVEYOR.
ALL STEELWORK IN MASONRY TO BE HOT DIP GALVANISED.
ALL WET AREAS TO COMPLY WITH BCA 3.8.1.2 AND AS 3740. SPLASH BACKS SHALL BEIMPERVIOUS FOR 150mm ABOVE SINKS, TROUGHS AND HAND BASINS WITHIN 75mm OFTHE WALL.
PROVIDE WALL TIES AT 600mm SPACINGS BOTH VERTICAL AND HORIZONTAL ANDWITHIN 300mm OF ARTICULATION JOINTS. BRICK TIES TO BE STAINLESS STEEL.
SUB-FLOOR VENTILATION MINIMUM 7500mm sq FOR EXTERNAL WALLS AND 1500mm sqFOR INTERNAL WALLS BELOW BEARER.
THERMAL INSULATION; R2.5 BATTS TO CEILING AND R1.5 BATTS AND REFLECTIVE FOILTO EXTERNAL WALLS OR AS PER ENERGY RATING.
STAIR REQUIREMENTS : MIN. TREAD 240mm, MIN. RISER 115mm, MAX. RISER 190mm,SPACE BETWEEN OPEN TREADS MAX. 125mm. TREADS TO BE NON SLIP SURFACE.BALUSTRADES : MIN. 1000mm ABOVE LANDINGS WITH MAX. OPENING OF 125mm AND INACCORDANCE WITH BCA 3.9.2FOR STAINLESS STEEL BALUSTRADE, REFER TO Table 3.9.2.1 (WIRE BALUSTRADECONSTRUCTION - REQUIRED WIRE TENSION AMD MAXIMUM PERMISSIBLEDEFLECTION) OF THE BCA..
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OFEXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION.
LEGEND
CJ CONSTRUCTION JOINT
DP DOWNPIPE
FP FIRE PLACE
FW FLOOR WASTE
HWS HOT WATER SYSTEM
AC AIR CONDITIONING
PS PLUMBING STACK / DUCT
SP STEEL POST
T.B.C TO BE CONFIRMED
RL RELATIVE LEVEL
AHD AUSTRALIAN HEIGHT DATUM
CSD CAVITY SLIDING DOOR
OHC OVER HEAD CUPBOARD
FG FIXED GLASS
FSR FLOOR SPACE RATIO
LB LOAD BEARING
NGL NATURAL GROUND LINE
UBO UNDER BENCH OVEN
WO WALL OVEN
DW DISHWASHER
MW MICROWAVE
WM WASHING MACHINE
WIR WALK-IN-ROBE
SD SLIDING GLASS DOOR
ASW ALUMINIUM SLIDING WINDOW
ADH ALUM. DOUBLE HUNG WINDOW
AAW ALUM. AWNING WINDOW
ALW ALUM. LOUVRE WINDOW
BCA BUILDING CODE OF AUSTRALIA
AS AUSTRALIAN STANDARDS
SITE NOTES
ALL STORMWATER AND DRAINAGE TO BE IN COMPLIANCE WITH BCAPARTS 3.1.2 & 3.5.2 AS WELL AS AS/NZS 3500.
ENSURE 90mm DIAMETER AGRICULTURAL DRAINS ARE PROVIDED TOTHE BASE OF ALL CUTS AND RETAINING WALLS AND ARE CONNECTEDTO THE STORMWATER SYSTEM VIA SILT PIT/S TO THE RBSREQUIREMENTS.
THE EXTERNAL FINISHED SURFACE SURROUNDING THE BUILDINGMUST BE DRAINED TO MOVE SURFACE WATER AWAY FROM THEBUILDING AND GRADE TO PROVIDE A SLOPE NOT LESS THAN 50mmOVER THE FIRST 1000mm FROM THE BUILDING.
A MINIMUM HEIGHT OF 150mm SHALL BE MAINTAINED BETWEEN THETOP OF THE OVERFLOW GULLY RISER & THE LOWEST FIXTURECONNECTED TO THE DRAIN. THE OVERFLOW GULLY RISER SHALL BELOCATED AT 75mm ABOVE SURROUNDING GROUND LEVEL OR SHALLBE FINISHED AT A HEIGHT TO PREVENT THE INGRESS OF WATERWHEN LOCATED IN A PATH OR PAVED AREA.
CONNECT DOWNPIPES TO LEGAL POINT OF DISCHARGE VIA 100mmDIAMETER UPVC STORMWATER PIPE LAID WITH A MINIMUM FALL OF1:100, DISCHARGE TO THE SATISFACTION OF THE RELEVANTAUTHORITY.
ALL STORMWATER DRAINAGE BELOW GROUND SHALL BE SEWERGRADE WITH NO JOINTS UNDER SLAB INSTALLED TO AS3500.3, 2003.MINIMUM PIPE SIZE 100mmMINIMUM GRADE 1:100
ALL POOL FENCING SHALL BE MIN. 1200mm HIGH AND INACCORDANCEWITH AS 1926.1
PROPOSED VILLAS FOR
RH
ROOF DECKS ADDEDB 040914RH
MODIFY CARPORT SETBACKS & VXO LOCATIONC 191114RH
SEPARATE CARPORTS - SINGLE VXOD 031214RH
WORKING DRAWINGS ISSUEDE 230115CV
AMENDS TO WDRWGS - REMOVED ROOF DECK & ENTERTAININGF 130315CV
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVE
BROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
4 19
queensland inc.association of
building designers
REPORT STATUS DATE
WORKPLACE HEALTH & SAFETY REPORTCOMPLETED - DISCUSSED WITH & PROVIDED TOCLIENT ALONG WITH WORKING DRAWINGS 230115
MR. C. PHILLIPSNUMBER 16
SHERIDAN PARK AVE
BROADBEACH WATERS
JOB NUMBER - 5650
b) SLIPPERY OR UNEVEN SURFACES
FLOOR FINISHES
Specified finishes have been selected to minimise the risk of floors and
paved areas becoming slippery when wet or when walked on with wet
shoes/feet. Any changes to the specified finish should be made in
consultation with the designer or, if this is not practical, surfaces with an
equivalent or better slip resistance should be chosen.
The owner is responsible for the selection of surface finishes in the
pedestrian trafficable areas of this building. Surfaces should be selected in
accordance with AS HB 197:1999 and AS/NZ 4586:2004.
STEPS, LOOSE OBJECTS AND UNEVEN SURFACES
Due to design restrictions for this building, steps and/or ramps are included
in the building which may be a hazard to workers carrying objects or
otherwise occupied. Steps should be clearly marked with both visual and
tactile warning during construction, maintenance, demolition and at all times
when the building operates as a workplace.
Building owners and occupiers should monitor the pedestrian access ways
and in particular access to areas where maintenance is routinely carried out
to ensure that surfaces have not moved or cracked so that they become
uneven and present a trip hazard. Spills, loose material, stray objects or
any other matter that may cause a slip or trip hazard should be cleaned or
removed from access ways.
Contractors should be required to maintain a tidy work site during
construction, maintenance or demolition to reduce the risk of trips and falls
in the workplace. Materials for construction or maintenance should be
stored in designated areas away from access ways and work areas.
2. FALLING OBJECTS
LOOSE MATERIALS OR SMALL OBJECTS
Construction, maintenance or demolition work on or around this building is
likely to involve persons working above ground level or above floor levels.
Where this occurs one or more of the following measures should be taken
to avoid objects falling from the area where the work is being carried out
onto persons below.
1. Prevent or restrict access to areas below where the work
is being carried out.
2. Provide toeboards to scaffolding or work platforms.
3. Provide protective structure below the work area.
4. Ensure that all persons below the work area have
Personal Protective Equipment.
BUILDING COMPONENTS
During construction, renovation or demolition of this building, parts of the
structure including fabricated steelwork, heavy panels and many other
components will remain standing prior to or after supporting parts are in
place. Contractors should ensure that temporary bracing or other required
support is in place at all times when collapse which may injure persons in
the area is a possibility.
Mechanical lifting of materials and components during construction,
maintenance or demolition presents a risk of falling objects. Contractors
should ensure that appropriate lifting devices are used, that loads are
properly secured and that access to areas below the load is prevented or
restricted.
3. TRAFFIC MANAGEMENT
Parking of vehicles or loading/unloading of vehicles on this roadway may
cause a traffic hazard. During construction, maintenance or demolition of
this building designated parking for workers and loading areas should be
provided. Trained traffic management personnel should be responsible for
the supervision of these areas.
Construction of this building will require loading and unloading of materials
on the roadway. Deliveries should be well planned to avoid congestion of
loading areas and trained traffic management personnel should be used to
supervise loading/unloading areas.
Busy construction and demolition sites present a risk of collision where
deliveries and other traffic are moving within the site. A traffic management
plan supervised by trained traffic management personnel should be
adopted for the work site.
4. SERVICES
Rupture of services during excavation or other activity creates a variety of
risks including release of hazardous material. Existing services are located
on or around this site. Where known, these are identified on the plans but
the exact location and extent of services may vary from that indicated.
Services should be located using an appropriate service (such as Dial
Before You Dig), appropriate excavation practice should be used and,
where necessary, specialist contractors should be used.
(in locations with underground power)
Underground power lines are located in or around this site. All underground
power lines must be disconnected or carefully located and adequate
warning signs used prior to any construction, maintenance or demolition
commencing.
(in locations with overhead power lines )
Overhead power lines are near or on this site. These pose a risk of
electrocution if struck or approached by lifting devices or other plant and
persons working above ground level. Where there is a danger of this
occurring, power lines should be, where practical, disconnected or
relocated. Where this is not practical adequate warning in the form of bright
coloured tape or signage should be used or a protective barrier provided.
5. MANUAL TASKS
Components within this design with a mass in excess of 25kg should be
lifted by two or more workers or by mechanical lifting device. Where this is
not practical, suppliers or fabricators should be required to limit the
component mass.
All material packaging, building and maintenance components should
clearly show the total mass of packages and where practical all items
should be stored on site in a way which minimises bending before lifting.
Advice should be provided on safe lifting methods in all areas where lifting
may occur.
Construction, maintenance and demolition of this building will require the
use of portable tools and equipment. These should be fully maintained in
accordance with manufacturer’s specifications and not used where faulty or
(in the case of electrical equipment) not carrying a current electrical safety
tag. All safety guards or devices should be regularly checked and Personal
Protective Equipment should be used in accordance with manufacturer’s
specification.
6. HAZARDOUS SUBSTANCES
ASBESTOS
(for alterations to a building constructed prior to 1990)
This building was constructed prior to 1990 and therefore may contain
asbestos either in cladding material or in fire retardant insulation material.
The builder should check and, if necessary, take appropriate action before
demolishing, cutting, sanding, drilling or otherwise disturbing the existing
structure.
(for alterations to a building constructed prior to 1986)
This building was constructed prior to 1986 and therefore is likely to contain
asbestos either in cladding material or in fire retardant insulation material.
The builder should check and, if necessary, take appropriate action before
demolishing, cutting, sanding, drilling or otherwise disturbing the existing
structure.
POWDERED MATERIALS
Many materials used in the construction of this building can cause harm if
inhaled in powdered form. Persons working on or in the building during
construction, operational maintenance or demolition should ensure good
ventilation and wear Personal Protective Equipment including protection
against inhalation while using powdered material or when sanding, drilling,
cutting or otherwise disturbing or creating powdered material.
TREATED TIMBER
The design of this building includes provision for the inclusion of treated
timber within the structure. Dust or fumes from this material can be harmful.
Persons working on or in the building during construction, operational
maintenance or demolition should ensure good ventilation and wear
Personal Protective Equipment including protection against inhalation of
harmful material when sanding, drilling, cutting or using treated timber in
any way that may cause harmful material to be released. Do not burn
treated timber.
VOLATILE ORGANIC COMPOUNDS
Many types of glue, solvents, spray packs, paints, varnishes and some
cleaning materials and disinfectants have dangerous emissions. Areas
where these are used should be kept well ventilated while the material is
being used and for a period after installation. Personal Protective
Equipment may also be required. The manufacturer’s recommendations for
use must be carefully considered at all times.
SYNTHETIC MINERAL FIBRE
Fibreglass, rockwool, ceramic and other material used for thermal or sound
insulation may contain synthetic mineral fibre which may be harmful if
inhaled or if it comes in contact with the skin, eyes or other sensitive parts
or the body. Personal Protective Equipment including protection against
inhalation of harmful material should be used when installing, removing or
working near bulk insulation material.
TIMBER FLOORS
This building contains timber floors which have an applied finish. Areas
where finishes are applied should be kept well ventilated during sanding
and application and for a period after installation. Personal Protective
Equipment may also be required. The manufacturer’s recommendations for
use must be carefully considered at all times.
7. CONFINED SPACES
EXCAVATION
Construction of this building and some maintenance on the building will
require excavation and installation of items within excavations. Where
practical, installation should be carried out using methods which do not
require workers to enter the excavation. Where this is not practical,
adequate support for the excavated area should be provided to prevent
collapse. Warning signs and barriers to prevent accidental or unauthorised
access to all excavations should be provided.
ENCLOSED SPACES
Enclosed spaces within this building may present a risk to persons entering
for construction, maintenance or any other purpose. The design
documentation calls for warning signs and barriers to unauthorised access.
These should be maintained throughout the life of the building. Where
workers are required to enter enclosed spaces, air testing equipment and
Personal Protective Equipment should be provided.
SMALL SPACES
Some small spaces within this building will require access by construction
or maintenance workers. The design documentation calls for warning signs
and barriers to unauthorised access. These should be maintained
throughout the life of the building. Where workers are required to enter
small spaces they should be scheduled so that access is for short periods.
Manual lifting and other manual activity should be restricted in small
spaces.
8. PUBLIC ACCESS
Public access to construction and demolition sites and to areas under
maintenance causes risk to workers and public. Warning signs and secure
barriers to unauthorised access should be provided. Where electrical
installations, excavations, plant or loose materials are present they should
be secured when not fully supervised.
9. OPERATIONAL USE OF BUILDING
This building has been designed to requirements of the specific building
classification identified within the drawings. Where a change of use occurs
at a later date a further assessment of the workplace health and safety
issues should be undertaken, in accordance with the provisions of the Work
Health and Safety Act 2011 or subsequent replacement Act.
(Where the specific use of the building is not known at the time of the
completion of this report and a further assessment of the workplace health
and safety issues should be undertaken at the time of fit-out for the end-
user.)
10. OTHER HIGH RISK ACTIVITY
All electrical work should be carried out in accordance with Code of
Practice: Managing Electrical Risks at the Workplace, AS/NZ 3012 and all
licensing requirements.
All work using Plant should be carried out in accordance with Code of
Practice: Managing Risks of Plant at the Workplace.
All work should be carried out in accordance with Code of Practice:
Managing Noise and Preventing Hearing Loss at Work.
Due to the history of serious incidents it is recommended that particular
care be exercised when undertaking work involving steel construction and
concrete placement. All the above applies.
WORKPLACE HEALTH &
SAFETY REPORT
Compiled in accordace with Work Health and
Safety Act 2011.
IDENTIFIED HAZARD AREAS
1. FALLS, SLIPS, TRIPS
a) WORKING AT HEIGHTS
DURING CONSTRUCTION
Wherever possible, components for this building should be prefabricated
off-site or at ground level to minimise the risk of workers falling more than
two metres. However, construction of this building will require workers to be
working at heights where a fall in excess of two metres is possible and
injury is likely to result from such a fall. The builder should provide a
suitable barrier wherever a person is required to work in a situation where
falling more than two metres is a possibility.
DURING OPERATION OR MAINTENANCE
Cleaning and maintenance of windows, walls, roof or other components of
this building will require persons to be situated where a fall from a height in
excess of two metres is possible. Where this type of activity is required,
scaffolding, ladders or trestles should be used in accordance with relevant
codes of practice, regulations or legislation.
Cleaning and maintenance of windows, walls, roof or other components of
this building will require persons to be situated where a fall from a height in
excess of two metres is possible. Where this type of activity is required,
scaffolding, fall barriers or Personal Protective Equipment should be used in
accordance with relevant codes of practice, regulations or legislation.
Anchorage points for portable scaffold or fall arrest devices have been
included in the design for use by maintenance workers. Any persons
engaged to work on the building after completion of construction work
should be informed about the anchorage points.
PROPOSED VILLAS FOR
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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
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TE
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ITY
AN
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FO
RM
AN
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OF
TH
E B
UIL
DIN
G
CLIENT
PROJECT
JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVE
BROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
5 19
queensland inc.association of
building designers
1.86
SITE BENCHMARKNAIL IN KERBRL2.86 (AHD)
WM
WM
2. 94
EPP
POWER POLE
FL3.52
FL3.76
3.20
3. 51
3.42
3.27
3. 40
3. 13
2.82
2.84
2 . 8 7
2 .8 9
2 . 9 1
2.92
3 .2 13 . 4 3
3 . 2 5
1. 25
3. 50
3 . 1 1
3.13
3. 103. 35
3.50
3 .4 9
3 .4 6
3. 49
3 . 3 9
3 . 4 7
3 .5 5
3 .1 2
3 .1 4
3 .5 1
3. 51
3 .5 4
3. 52
3 . 4 8
3 . 5 4
3.61
3. 59
3 . 5 6
3 .5 6
3 .5 53 . 5 73 . 5 1
3. 66
3 . 6 7
3 . 6 8
3.69
3. 67
3.68
3 . 6 9
3. 67
2.14
3 .68
3. 69
3.36
2.51
1 . 1 6
3 . 6 7
3. 66
2.41
2.52
2 . 4 7
2. 52
1. 59
1 . 6 3
1.46
1 .3 8
1 . 0 5
1. 05
1 . 0 5
1 .0 6
1 . 0 6
2. 983 . 1 8
3.57
3 . 56
2. 43
Lot 57
2.87
2. 92
2 .7 9
2 .8 2
2 .6 6
1.61
1 . 5 9 2.82
2.73
3. 51
3 . 5 5
3.49
3.46
3.042 . 8 9
2. 89
2. 84
1.06
1 .8 8
SINGLE STOREY
RENDERED
DWELLING
CANAL
1. 861
.35
0.58
0.11
0 . 1 1
1.50
1.75 3 . 0 0
2 STOREY
TIMBER
DWELLING
SINGLE STOREY
RENDERED
DWELLING
S H E R I D A N
P A R K
A V E N U E
3. 50
3. 00
3.00
BA
CK
OF
KE
RB
3 . 5 0 3 . 5 0
3
3 9
3 .4 1
3 .4 5
3 .6 1
3 .6 4
3 . 3 1
2
9 9
3 .1 7
3 . 3 5
3 .2 8
3. 38
3 . 45
3
5 2
3.36
3.38
3 .1 7
3. 41
3
5 0
3 . 57
3 . 55
3 .3 3
3 .4 5
3 .5 0
3 .4 8
3. 51
3. 60
3
5 7
3
6 03
5 7
3
5 9
3
6 1
3 .5 3
3.47
2. 95
2.90
2 .8 0
2. 82
2
7 9
2. 66
2
6 5
2 .6 4
2 .6 1
2.79
2
8 2
2
8 52. 78
POOL
3 . 3 5
3.43
2. 29
2.26
2 . 3 4
2 . 3 6
2.04
2 . 0 0 2. 81
3. 25
2. 50
3. 00
1.50
2. 50
SPA
RENDERED
FENCE
R E N D E R E D F E N C E
18. 545
G A RDE N
GARDEN
UNDERCOVER
AREA
DECK
RETAINING WALL
RETAIN
ING
WALL
CONCRETE
RAMP
JETTY
1.25
3 . 5 0
3. 25
3. 00
SITE
LOT:
STREET:
LOCALITY:
LOCAL AUTHORITY:
PARISH:
AREA:
ON RP/SP:
COUNTY:
57
#16 SHERIDAN PARK AVENUE
RP116396
BROADBEACH WATERS
GOLD COAST CITY COUNCIL
GILSTON WARD
826SQM
0 50 mm mm100 mm150
0 - SCALE IN METRES 10 m m20 m30
CONTOUR & DETAIL
SURVEY1:200 @ A3
COPYRIGHT ALAN SULLIVAN& ASSOCIATES PTY LTD, 2014
c
PO Box 3852, Burleigh Town, QLD, 42208/12 Ern Harley Drive, Burleigh Heads, QLD, 4220
Ph (07) 5522 1445, Fax (07) 5522 1449Mob 0412 671 630, Email admin@asurvey.com.au
ABN 15 006 622 760
AUSTRALIAN HEIGHT DATUMVIDE OPM137748 RL2.548
NAIL IN KERB RL2.86
STUART OSMAN BUILDING DESIGNS
DRAWING
NUMBER
1-
REVISIO
N
SHEET
SCALE
LEVEL
DATUM
JOB
NUMBER
DATE
18/8/201414.4887
14.4887.01
ALAN SULLIVAN & ASSOCIATES P/L TAKE NO
SERVICES WARNING
EAST
IDENTIFICATION SURVEY WARNING
THIS CONTOUR AND FEATURE SURVEY, AS PREPARED
TITLE SEARCH WARNING
ALAN SULLIVAN & ASSOCIATES P/L HAS NOT CARRIED
OUT A TITLE SEARCH FOR THIS SURVEY. CHECK
D.N.R.M FOR EASEMENTS AND ENCUMBRANCES.
RESPONSIBILITY FOR THE LOCATION OF ANY NON-VISIBLE SERVICE
BY ALAN SULLIVAN & ASSOCIATES P/L, DOES NOTGUARANTEE THE LOCATION OF BOUNDARY PEGS ORFENCES. PLEASE CONTACT THIS OFFICE FOR A QUOTE
OR FURTHER ADVICE.
SERVICES
SEWERAGE:
STORMWATER:
WATER:
ELECTRICITY:
TELEPHONE:
GAS:
YES
YES (TO KERB + CANAL)
YES
YES (UNDERGROUND)
YES (UNDERGROUND)
NO
ROAD: BITUMEN
KERB: YES (MOUNTABLE)
FOOTPATH: NO
FLOOD LEVEL: RL3.56 (AHD)
NOTESTHIS PLAN HAS BEEN PREPARED FROM FIELD SURVEY ANDEXISITING RECORDS FOR OUR CLIENTS TO DESIGN NEW
STRUCTURES ON THIS SITE AND SHOULD NOT BE USED FORANY OTHER PURPOSE OR BY ANY OTHER PERSONS OR
CORPORATIONS WITHOUT WRITTEN APPROVAL FROM ALANSULLIVAN & ASSOCIATES P/L. NON-VISIBLE SERVICES HAVENOT BEEN PLOTTED BUT, ARE AVAILABLE FROM THE LOCALAUTHORITY OR AGENT WHICH HAVE LIMITIED AND VARIEDACCURACY. IT IS THE PLAN USERS RESPONSIBILITY TO
ACCURATELY LOCATE AND/OR EXPOSE ANY NON-VISIBLESERVICES AND DETERMINE WHETHER TITLE ENCUMBRANCESWILL PREVENT OR LIMIT DEVELOPMENT AND TO CHECK ON,THE LOCAL AUTHORITY'S DEFINITION OF NATURAL GROUNDLEVEL, PRIOR TO CONSTRUCTION COMMENCING.
[SEE WARNING NOTES ON THE FACE OF PLAN FOR MORE DETAILS]
CHECKED
TK
SURVEYOR
DRAWN
GB CC
CLIENT
WEST
SUMM
/1
DIAL BEFORE YOU DIG
YOUR LAND IS LOCATED WITHIN A LOCAL
GOVERNMENT AREA THAT DOES NOT CONTRIBUTESERVICE LOCATIONS TO DIAL BEFORE YOU
DIG. VISIT WWW.1100.COM.AU FOR MORE
DETAILS & CONTACT YOUR L.G.A.
B R I C K F E N C E
RENDERED FENCE
M E S H F E N C E
CONC
CONCCONC
CONC
CONC
DIAL BEFORE YOU DIG
VISIT WWW.1100.COM.AU FOR DETAILS OF
UNDERGROUND SERVICES.
ER
BREEZES
PM
NE-SE
WI N T
ER
SUN
AM
SUMMER
SUN
AM
SUMMER
BREEZES
AM
S-SESUM
MERST
OR
MS
WIN
TERWINDS
W-SW
SUMMER
SUN
PM
WI NTER
SUN
P M
SO
UT
HT
RU
E N
OR
TH
EASTWEST
SUMMER
BREEZES
PM
NE-SE
WI N T
ER
SUN
AM
SUMMER
SUN
AM
SUMMER
BREEZES
AM
S-SESUM
MERST
OR
MS
WIN
TERWINDS
W-SW
SUMMER
SUN
PM
WI NTER
SUN
P M
SO
UT
HT
RU
E N
OR
TH
1 2 . 6 71.85
2.14
1 6 . 7 7 9 . 9 1
198°23'
49. 38790° 03'
45. 611 270° 03'
6.447
17°17'
11. 446
0°47'
ROOFWATER IL2.84
ROOFWATER IL2.82
ROOFWATER IL2.74
ROOFWATER IL2.76
WATER METER SL3.17
2. 75
NOTES:* Discharge waste to connection point* Provide sediment control to site where req'd
* Meter box position T.B.C on site* All retaining walls by owner
* Discharge stormwater to TANK, where possible, all otherstormwater & overflow to kerb & channel
SITE PLAN - EXISTING
SCALE 1:200 SHEET 5 OF 19 JOB NUMBER - 5650
**NOTE** ALL STORMWATER & DRAINAGE TO BE IN COMPLIANCE WITH BCA PARTS 3.1.2. &3.5.2. AS WELL AS ASNZS3500
* GUTTERS TO BE 125MM D-SECTION COLORBOND GUTTERS* 2 DOWNPIPES MAX. TO EACH 100mm STORMWATER PIPE, SUBSURFACE PIPES TO BE 100mmDIAMETER, ANY UNDERSLAB PIPING TO HAVE AN INSPECTION OPENING AT UPPER END, THENTO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDER SLAB.
** 1:5 MAX DRIVEWAY SLOPE TO LOCAL GOVERNMENT
REQUIREMENTS AND STANDARDS **
................................
................................
................................
................................
00.000CUT
00.000
-----F.L
FILL
GL 00.000G.L
approx.
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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
TH
E E
XC
LU
SIV
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RO
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AL
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S T
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DE
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OF
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DIN
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S F
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TH
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TR
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TU
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L IN
TE
GR
ITY
AN
D P
ER
FO
RM
AN
CE
OF
TH
E B
UIL
DIN
G
CLIENT
PROJECT
JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVEBROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
6 19
queensland inc.association of
building designers
820
820820
820
820
1200
820
820820
820
820
1200
27-5
2 bi
-fol
d do
ors
07-48afg
27-24aaw27-24aaw 27-24aaw 27-24aaw
09-2
4aaw
06-24aaw06-24aaw
24-4
8 p
anelif
t doo
r
27-5
2 bi
-fol
d do
ors
07-48afg
27-24aaw27-24aaw 27-24aaw 27-24aaw
09-2
4aaw
06-24aaw06-24aaw
24-4
8 p
anelif
t doo
r
32-11afg
32-11afg
11
12
13
14
1
2
3
4
5
6
7
8
9
10
12
12
1 2 3 4 5
11
12
13
14
1
2
3
4
5
6
7
8
9
10
12
12
1 2 3 4 5
D.P
D.P
D.P
D.P
D.P
D.P
D.PD.P D.P
D.P D.P D.P
9000
9000
11057
4000
7500
1502
1802
1397
1802
1502
3897
6117
9 1 2 3
9 0 9 5
PROPOSED 2x TWO STOREY DETACHED DWELLINGS
ALL LEVELS T.B.C ON SITE
PADRL - 3.500mFFLRL - 3.860m MIN. (FLOOD REPORT)SITE COVERAGE - 380.08 / 826 = 46.01%
PROPOSED 2x CARPORTS
ALL LEVELS T.B.C ON SITEPADRL - 3.150mFFLRL - 3.460m
PROPOSED POOL
PROPOSED POOL
SITE BENCHMARKNAIL IN KERBRL2.86 (AHD)
WM
WM
2. 94
EPP
POWER POLE
3.20
3. 51
3.42
3.27
3. 40
3. 13
2.82
2.84
2 . 8 7
2 .8 9
2 . 9 1
2.92
3 .2 13 . 4 3
3 . 2 5
1. 25
3. 50
3 . 1 1
3.13
3. 103. 35
3.50
3 .4 9
3 .4 6
3. 49
3 . 3 9
3 . 4 7
3 .5 5
3 .1 2
3 .1 4
3 .5 1
3. 51
3 .5 4
3. 52
3 . 4 8
3 . 5 4
3.61
3. 59
3 . 5 6
3 .5 6
3 .5 53 . 5 73 . 5 1
3. 66
3 . 6 7
3 . 6 8
3.69
3. 67
3.68
3 . 6 9
3. 67
3 .68
3. 69
3.36
2.51
1 . 1 6
3 . 6 7
3. 66
1. 59
1 . 6 3
1.46
1 . 0 5
1. 05
1 . 0 5
1 .0 6
1 . 0 6
2. 983 . 1 8
3.57
3 . 56
Lot 57
2.87
2. 92
2 .7 9
2 .8 2
2 .6 6
3. 51
3 . 5 5
3.49
3.46
3.042 . 8 9
2. 89
2. 84
1.06
1 .8 8
CANAL
1. 861
.35
0.58
0.11
0 . 1 1
1.50
1.75 3 . 0 0
2 STOREY
TIMBER
DWELLING
SINGLE STOREY
RENDERED
DWELLING
S H E R I D A N
P A R K
A V E N U E
3. 50
3. 00
3.00
BA
CK
OF
KE
RB
3 . 5 0 3 . 5 0
3
3 9
3 .4 1
3 .4 5
3 .6 1
3 .6 4
3 . 3 1
2
9 9
3 .1 7
3 . 3 5
3 .2 8
3. 38
3 . 45
3
5 2
3.36
3.38
3 .1 7
3. 41
3
5 0
3 . 57
3 . 55
3 .3 3
3 .4 5
3 .5 0
3 .4 8
3. 51
3. 60
3
5 7
3
6 03
5 7
3
5 9
3
6 1
3 .5 3
3.47
2. 95
2.90
2 .8 0
2. 82
2
7 9
2. 66
2
6 5
2 .6 4
2 .6 1
2.79
2
8 2
2
8 52. 78
3 . 3 5
3.43
2 . 3 6
2. 81
3. 25
2. 50
3. 00
1.50
2. 50
R E N D E R E D F E N C E
18. 545
JETTY
1.25
3 . 5 0
3. 25
3. 00
SITE
LOT:
STREET:
LOCALITY:
LOCAL AUTHORITY:
PARISH:
AREA:
ON RP/SP:
COUNTY:
57
#16 SHERIDAN PARK AVENUE
RP116396
BROADBEACH WATERS
GOLD COAST CITY COUNCIL
GILSTON WARD
826SQM
0 50 mm mm100 mm150
0 - SCALE IN METRES 10 m m20 m30
CONTOUR & DETAIL
SURVEY1:200 @ A3
COPYRIGHT ALAN SULLIVAN& ASSOCIATES PTY LTD, 2014
c
PO Box 3852, Burleigh Town, QLD, 42208/12 Ern Harley Drive, Burleigh Heads, QLD, 4220
Ph (07) 5522 1445, Fax (07) 5522 1449Mob 0412 671 630, Email admin@asurvey.com.au
ABN 15 006 622 760
AUSTRALIAN HEIGHT DATUMVIDE OPM137748 RL2.548
NAIL IN KERB RL2.86
STUART OSMAN BUILDING DESIGNS
DRAWING
NUMBER
1-
REVISIO
N
SHEET
SCALE
LEVEL
DATUM
JOB
NUMBER
DATE
18/8/201414.4887
14.4887.01
ALAN SULLIVAN & ASSOCIATES P/L TAKE NO
SERVICES WARNING
IDENTIFICATION SURVEY WARNING
THIS CONTOUR AND FEATURE SURVEY, AS PREPARED
TITLE SEARCH WARNING
ALAN SULLIVAN & ASSOCIATES P/L HAS NOT CARRIED
OUT A TITLE SEARCH FOR THIS SURVEY. CHECK
D.N.R.M FOR EASEMENTS AND ENCUMBRANCES.
RESPONSIBILITY FOR THE LOCATION OF ANY NON-VISIBLE SERVICE
BY ALAN SULLIVAN & ASSOCIATES P/L, DOES NOTGUARANTEE THE LOCATION OF BOUNDARY PEGS ORFENCES. PLEASE CONTACT THIS OFFICE FOR A QUOTE
OR FURTHER ADVICE.
SERVICES
SEWERAGE:
STORMWATER:
WATER:
ELECTRICITY:
TELEPHONE:
GAS:
YES
YES (TO KERB + CANAL)
YES
YES (UNDERGROUND)
YES (UNDERGROUND)
NO
ROAD: BITUMEN
KERB: YES (MOUNTABLE)
FOOTPATH: NO
FLOOD LEVEL: RL3.56 (AHD)
NOTESTHIS PLAN HAS BEEN PREPARED FROM FIELD SURVEY ANDEXISITING RECORDS FOR OUR CLIENTS TO DESIGN NEW
STRUCTURES ON THIS SITE AND SHOULD NOT BE USED FORANY OTHER PURPOSE OR BY ANY OTHER PERSONS OR
CORPORATIONS WITHOUT WRITTEN APPROVAL FROM ALANSULLIVAN & ASSOCIATES P/L. NON-VISIBLE SERVICES HAVENOT BEEN PLOTTED BUT, ARE AVAILABLE FROM THE LOCALAUTHORITY OR AGENT WHICH HAVE LIMITIED AND VARIEDACCURACY. IT IS THE PLAN USERS RESPONSIBILITY TO
ACCURATELY LOCATE AND/OR EXPOSE ANY NON-VISIBLESERVICES AND DETERMINE WHETHER TITLE ENCUMBRANCESWILL PREVENT OR LIMIT DEVELOPMENT AND TO CHECK ON,THE LOCAL AUTHORITY'S DEFINITION OF NATURAL GROUNDLEVEL, PRIOR TO CONSTRUCTION COMMENCING.
[SEE WARNING NOTES ON THE FACE OF PLAN FOR MORE DETAILS]
CHECKED
TK
SURVEYOR
DRAWN
GB CC
CLIENT
/1
DIAL BEFORE YOU DIG
YOUR LAND IS LOCATED WITHIN A LOCAL
GOVERNMENT AREA THAT DOES NOT CONTRIBUTESERVICE LOCATIONS TO DIAL BEFORE YOU
DIG. VISIT WWW.1100.COM.AU FOR MORE
DETAILS & CONTACT YOUR L.G.A.
B R I C K F E N C EM E S H F E N C E
DIAL BEFORE YOU DIG
VISIT WWW.1100.COM.AU FOR DETAILS OF
UNDERGROUND SERVICES.
198°23'
49. 38790° 03'
45. 611 270° 03'
6.447
17°17'
11. 446
0°47'
ROOFWATER IL2.84
ROOFWATER IL2.82
ROOFWATER IL2.74
ROOFWATER IL2.76
WATER METER SL3.17
2. 75
EASTWEST
SUMMER
BREEZES
PM
NE-SE
WI N T
ER
SUN
AM
SUMMER
SUN
AM
SUMMER
BREEZES
AM
S-SESUM
MERST
OR
MS
WIN
TERWINDS
W-SW
SUMMER
SUN
PM
WI NTER
SUN
P M
SO
UT
HT
RU
E N
OR
TH
EASTWEST
SUMMER
BREEZES
PM
NE-SE
WI N T
ER
SUN
AM
SUMMER
SUN
AM
SUMMER
BREEZES
AM
S-SESUM
MERST
OR
MS
WIN
TERWINDS
W-SW
SUMMER
SUN
PM
WI NTER
SUN
P M
SO
UT
HT
RU
E N
OR
TH
To
Wall
To
Pie
r
To
Wall
To
Pie
r
T oF ascia
T oP ier
To Pier
To Pier
To Pier
T o P ier
T o Pi e r
T o Pi e rStormwater Line
Stormwater Line
tapMETER
BOXGG
METER
BOX
GG
tap
tap
taptap
tap
NOTES:* Discharge waste to connection point* Provide sediment control to site where req'd
* Meter box position T.B.C on site* All retaining walls by owner
* Discharge stormwater to TANK, where possible, all otherstormwater & overflow to kerb & channel
SITE PLAN - GROUND FLOOR
SCALE 1:200 SHEET 6 OF 19 JOB NUMBER - 5650
**NOTE** ALL STORMWATER & DRAINAGE TO BE IN COMPLIANCE WITH BCA PARTS 3.1.2. &3.5.2. AS WELL AS ASNZS3500
* GUTTERS TO BE 125MM D-SECTION COLORBOND GUTTERS* 2 DOWNPIPES MAX. TO EACH 100mm STORMWATER PIPE, SUBSURFACE PIPES TO BE 100mmDIAMETER, ANY UNDERSLAB PIPING TO HAVE AN INSPECTION OPENING AT UPPER END, THENTO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDER SLAB.
** 1:5 MAX DRIVEWAY SLOPE TO LOCAL GOVERNMENT
REQUIREMENTS AND STANDARDS **
................................
................................
................................
................................
SITECUT
SCRAPE
3.860m min.F.L
FILL
GL 3.500mG.L
approx.
Phone (07) 55 203 022
Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220
Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616
BSA License No: 1129687
Email: design@sobd.net
© Copyright reserved in part or whole. W
ritten
dimensions take preference.
Contractor to verify dimensions.
Notify designers of discrepancies.
Failure to do so shall void
the designers responsibilities.
THIS DESIGN IS THE EXCLUSIVE PROPERTY OF STUART OSMAN BUILDING DESIGNS
N.B ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES
BE WARNED: SUBSTITUTION OF ANY STRUCTURAL MEMBERS, AND OR ANY VARIATION TO ANY PART OF THE DESIGN WILL VOID ANY
RESPONSIBILITIES OF STUART OSMAN BUILDING DESIGNS FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BUILDING
CLIENT
PROJECT
JOB NUMBER
BUILDER
DR
AW
N B
YC
HE
CK
ED
BY
DE
SIG
N
DA
TE
SC
ALE
SA
ME
ND
ME
NT
S
SH
EE
T N
UM
BE
Rof
CH
AR
TE
RE
D
ME
MB
ER
OF
MR
. C
. P
HIL
LIP
S
PR
OP
OS
ED
VIL
LA
S
NU
MB
ER
16
SHERIDAN PARK AVE
BROADBEACH W
ATERS
5650
RH
/CV
A 2
7/0
8/2
01
4
B040914
C191114
D031214
E230115
F130315
SO
CU
STO
M
1:100 @ A2
71
9
qu
ee
nsla
nd
in
c.
asso
cia
tio
n o
fbu
ildin
g d
esig
ne
rs
820
820820
820
820
1200
820
820820
820
820
1200
27-52 bi-fold doors
07-48afg
27-24aaw27-24aaw 27-24aaw 27-24aaw
09-24aaw
06-24aaw06-24aaw
24-48 panelift door
27-52 bi-fold doors
07-48afg
27-24aaw27-24aaw 27-24aaw 27-24aaw
09-24aaw
06-24aaw06-24aaw
24-48 panelift door
32-11afg
32-11afg
11
12
13
14
1
2
3
4
5
6
7
8
9
10
12
12
1 2 3 4 5
W.M.
PROV
DWPROV
REF.REF.
11
12
13
14
1
2
3
4
5
6
7
8
9
10
12
12
1 2 3 4 5
W.M.
PROV
DWPROV
REF.REF.
D.P
D.P
D.P
D.P
D.P
D.P
D.PD.P D.P
D.P D.P D.P
4600 1000 33680
2000 2600 1000 5200 250 18340 250 1240250
1400 6250 500
3400 1200 1000 760 90 4350 250 8090 1200 1200700 90
160090
1600180
1100 90 2400 250 2890 450 5200 350250
500
200 3600 800 1000700
350 4150 250 8090 1200 1200700 90
160090 600
1000180
110090
1100 90 2700 250 1400 450 5550 250 500
200 3600 800 1000 2550 2650 250 8000 90510
90 4790 90 1000 180 2290 90 2100 90 510250
1400 450 5450 100250
500
4600 1000 33680
2000 2600 1000 5200 250 18340 250 1240250
1400 6250 500
3400 1200 1000 760 90 4350 250 8090 1200 1200700 90
160090
1600180
1100 90 2400 250 2890 450 5200 350250
500
200 3600 800 1000700
350 4150 250 8090 1200 1200700 90
160090 600
1000180
110090
1100 90 2700 250 1400 450 5550 250 500
200 3600 800 1000 2550 2650 250 8000 90510
90 4790 90 1000 180 2290 90 2100 90510 250
1400 450 5450 100250
500
1410
14600
1410
600
1110
500
5550
450
1000
450
5550
500
1110
600
600
1110
500
350
5200
450
1000
450
5200
350
500
1110
600
600
1110
850
5200
450
1000
450
5200
850
1110
600
600
810250
1650
250
3800
250
2200
250
3800
250
1650
250810
600
1410
250
1810
90
3200
90510
250 10002001000250
51090
3200
90
1810
250
1410
700
710
250 1190
620
90
2700
1100250100020010002501100
2700
90
710
1100250
710
700
1410
250
1100
90
4510
250
10002001000
250
4510
90
1100
250
1410
1410
250
1100
90
2820
90
1600
250
2200
250
1600
90
2820
90
1100
250
1410
1410
14600
1410
690
2370
4750
800200800
4750
2370
690
690
1470
6450
200
6450
1470
690
500
1470
90
4650
650
450
1800
450
650
4650
90
1470
500
500
6260
600
250
2200
250
600
6260
500
600
810
250
5700
250
10002001000
250
5700
250
810
600
600
8102501190
2820
109090
510
250 10001001100250
510
90 1090
2820
1190250810
600
250
1100
90
2820
90
1000
600
250 11001001000250
600
1000
90
2820
90
1100
250
250
1100
90
2100
90
720
1000
600
250
2200
250
600
1000
720
90
2100
90
1100
250
450 5200 600
450 5200 600
mech. ventrequired
90dia. CHSsteel post
450mm step-upto PORCH
mech. ventrequired90dia. CHS
steel post
450mm step-upto PORCH
450x450 Renderedcorefilled brick piers
Dble Side Cpds
450x450 Renderedcorefilled brick piers
Dble Side Cpds
All Cabintry tocabinet makers
specs
All Cabintry tocabinet makers
specs
1800mm highblockwork wall
1800mm highblockwork wall
1800mm high blockwork wall1800mm high blockwork wall
1800mm high blockwork wall1800mm high blockwork wall
FW
ubo
Pantry
REF.
WO
WO
C
desk
ROBE
FW
BBQ
CARPORT
PORCHENTRY
LINEN
ST
OR
E
KIT
CH
EN
STUDY
FAMILY DININGALFRESCO
POOLto pool builders
specs.
garden
garden
garden
garden garden
1200mm high pool fence
line of floor above
3020mm high ceiling
2720mm high ceiling
gategate
FW
ubo
Pantry
REF.
WO
WO
C
desk
ROBE
FW
BBQ
CARPORT
PORCHENTRY
LINEN
ST
OR
E
KIT
CH
EN
STUDY
FAMILY DININGALFRESCO
POOLto pool builders
specs.
garden
garden
garden
garden garden
1200mm high pool fence
line of floor above
3020mm high ceiling
2720mm high ceiling
gategate
villa A
villa B
garden
garden
CSD
SL
300m
m Breakfast Bar
CSD
SL300m
m Breakfast Bar
2x/sl/dr
2x/sl/dr
UP
UP
taphws
METERBOX
GG
hws METERBOX
GG
tap
tap
taptap
tap
A
16
A
16
B
16
B
16
E
18
E
18
F
18
F
18
G
18
G
18
H
18
H
18
C
17
C
17
D
17
D
17
NOTES:* Lift off hinges to WC door, as per NCC 3.8.3* Provide GPO & cold water provisions to DW space* ALL External and Internal doors & windows to bemeasured on site and confirmed by builder* Sarking to external walls* Insulation to ceiling (living only) R2.5 batts* All windows & SGD to be tinted* Mechanically vent rooms without natural ventilation* All shower roses to be AAA rated* Maximum water supply pressure not to exceed 500kpaat any outlet* Hot water system shall be heat pump, solar or gas*Water supply outlets to have WELs rating* Toilet cisterns to have dual flush. 6/3 Litre* ALL handrails to be 1000mm above finished floor level* Bedroom windows w. 2m fall height from FL to groundbelow must comply with N.C.C 3.9.2.5. To be fitted withnon-removable screens or restricted to 125mm opening* If more than one smoke alarm is required they must beinterconnected as per NCC 3.7.2
FLOOR AREAS (per VILLA)
01 LOWER LIVING
02 UPPER LIVING
03 CARPORT
04 ALFRESCO
05 PORCH
06 BALCONY
Area (m2)
123.22
136.24
37.95
26.34
2.83
13.64
340.22 m2
GROUND FLOOR PLAN
SCALE 1:100
ELEVATIONS
4
3
2
1
TOTAL
48.29 sqs
6
5
Phone (07) 55 203 022
Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220
Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616
BSA License No: 1129687
Email: design@sobd.net
© Copyright reserved in part or whole. W
ritten
dimensions take preference.
Contractor to verify dimensions.
Notify designers of discrepancies.
Failure to do so shall void
the designers responsibilities.
THIS DESIGN IS THE EXCLUSIVE PROPERTY OF STUART OSMAN BUILDING DESIGNS
N.B ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES
BE WARNED: SUBSTITUTION OF ANY STRUCTURAL MEMBERS, AND OR ANY VARIATION TO ANY PART OF THE DESIGN WILL VOID ANY
RESPONSIBILITIES OF STUART OSMAN BUILDING DESIGNS FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BUILDING
CLIENT
PROJECT
JOB NUMBER
BUILDER
DR
AW
N B
YC
HE
CK
ED
BY
DE
SIG
N
DA
TE
SC
ALE
SA
ME
ND
ME
NT
S
SH
EE
T N
UM
BE
Rof
CH
AR
TE
RE
D
ME
MB
ER
OF
MR
. C
. P
HIL
LIP
S
PR
OP
OS
ED
VIL
LA
S
NU
MB
ER
16
SHERIDAN PARK AVE
BROADBEACH W
ATERS
5650
RH
/CV
A 2
7/0
8/2
01
4
B040914
C191114
D031214
E230115
F130315
SO
CU
STO
M
1:100 @ A2
81
9
qu
ee
nsla
nd
in
c.
asso
cia
tio
n o
fbu
ildin
g d
esig
ne
rs
32-11afg
32-11afg
720
820 820
720
820
720
820 820
720
820
24-10afg24-10afg 06-24aaw 15-24aaw15-24aaw 15-24aaw
24-10afg
24-42 bi-fold doors
24-10afg
24-21aaw
24-21aaw
06-24aaw 15-24aaw15-24aaw 15-24aaw 24-10afg24-10afg
24-10afg
24-42 bi-fold doors
24-21aaw
24-21aaw
24-10afg
06-24aaw 15-18aaw 15-18aaw15-18aaw12-09aaw
06-24aaw 15-18aaw 15-18aaw15-18aaw12-09aaw
11
12
13
14
15
16
17
18
19
20
7
8
9
10
11
12
13
14
15
16
17
18
19
20
5
6
7
8
9
10
D.P
D.P
D.P
D.P
D.P
D.P
D.PD.P D.P
D.P D.P D.P
200 3240 22590 700
2200 150 5670 90 17770 150 700
200560 90
1350 150 4580 90 2990 90 100090
1000600 90 450
90 2210 90 100090
1000 90 2210 90 2290 3390 150 700
150 4580 90 1000 90 190090
100090
1390660 90
90 3300 90 3300 90 5680 150
150 4580 90 2900 90 100090
90 2140 90 3300 90 3300 90 5680 150
500
13600
500
500
150
5300
450
1800
450
5300
150
500
150
5300
250
2200
250
5300
150
150
5300
250
2200
250
5300
150
150
100090
600
3610
250
2200
250
3610
600
901000
150
500
13600
500
560
90
5300
450
1800
450
5300
90
560
500
150
5300
250
2200
250
5300
150
500
150
100090
1500
500
90
1970
150
2450
250
2120
90
500
1500
901000
150
150
1000
90
2000
90
2120
250
2200
250
2120
90
2000
901000
150
150
2090
90
3120
250
2200
250
3120
90
2090
150
500
1501000901090
1000
90
2030
250
2200
250
2030
901000901000901000150
500
26730
200 3240 22590 700
2200 150 5670 90 17770 150 700
26730
200560 90
1350 150 4580 90 2990 90 100090
1000600 90 450
90 2210 90 100090
1000 90 2210 90 2290 3390 150 700
150 4580 90 1000 90 190090
100090
1390660 90
90 3300 90 3300 90 2290 3390 150
150 4580 90 2900 90 100090
90 1990 150 3390 90 3300 90 2290 3390 150
1220
750
1370
1370
750
1220
2550
200
1450
200
mech. ventrequired
90dia. CHSsteel post
duct
flashing overfloor joists
mech. ventrequired
90dia. CHSsteel post
duct
flashing overfloor joists
2.5 degree Stramit colorbondtrimdeck roof sheeting
Stramit colorbond capping to topof all parapet walls, 1:100 fall backinto roof area, refer Parapet Details
2.5 degree Stramit colorbondtrimdeck roof sheeting
Stramit colorbond capping to topof all parapet walls, 1:100 fall backinto roof area, refer Parapet Details
All robes tocabinetmakers specs
All robes tocabinetmakers specs
Security screens to opening ofwindows or 125mm restrictedopening to bedroom windowsonly
Security screens to opening ofwindows or 125mm restrictedopening to bedroom windows
only
Security screens to opening ofwindows or 125mm restrictedopening to bedroom windows
only
Security screens to opening of windows or125mm restricted opening to bedroomwindows only
Security screens to opening of windows or125mm restricted opening to bedroomwindows only
90x90 SHSSteel posts w.coverplate
90x90 SHSSteel posts w.coverplate
90x90 SHSSteel posts w.coverplate
90x90 SHSSteel posts w.coverplate
400h x 1000w @1000affl Showerniche
400h x 1000w @1000affl Showerniche
90x90 SHS Steelposts w. coverplate
90x90 SHS Steelposts w. coverplate
400h x 2120w @1000affl Shower niche400h x 2120w @1000affl Shower niche
FW
FW
ROBE ROBELIN
EN
MASTER
SUITE
BA
LC
ON
Y BED 2 BED 3
W.I.R
LOUNGE
roof fall
1000mm high h/rail
niche
niche
FW
FW
ROBE ROBE
LIN
EN
MASTERSUITE
BA
LC
ON
Y
BED 2 BED 3
W.I.R
LOUNGE
roof fall
1000mm high h/rail
niche
niche
villa A
villa B
DN
DN
Box Gutter
Box Gutter
floor fall
floor fall
1000mm high h/rail
1000mm high h/rail
A
16
A
16
B
16
B
16
E
18
E
18
F
18
F
18
G
18
G
18
H
18
H
18
C
17
C
17
D
17
D
17
Free standing
bath
Free standingbath
NOTES:* Lift off hinges to WC door, as per NCC 3.8.3* Provide GPO & cold water provisions to DW space* ALL External and Internal doors & windows to bemeasured on site and confirmed by builder* Sarking to external walls* Insulation to ceiling (living only) R2.5 batts* All windows & SGD to be tinted* Mechanically vent rooms without natural ventilation* All shower roses to be AAA rated* Maximum water supply pressure not to exceed 500kpaat any outlet* Hot water system shall be heat pump, solar or gas*Water supply outlets to have WELs rating* Toilet cisterns to have dual flush. 6/3 Litre* ALL handrails to be 1000mm above finished floor level* Bedroom windows w. 2m fall height from FL to groundbelow must comply with N.C.C 3.9.2.5. To be fitted withnon-removable screens or restricted to 125mm opening* If more than one smoke alarm is required they must beinterconnected as per NCC 3.7.2
FIRST FLOOR PLAN
SCALE 1:100
ELEVATIONS
4
3
2
1
6
5
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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
TH
E E
XC
LU
SIV
E P
RO
PE
RT
Y O
F S
TU
AR
T O
SM
AN
BU
ILD
ING
DE
SIG
NS
N.B
AL
L W
RIT
TE
N D
IME
NS
ION
S T
AK
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D S
IZE
S
BE
WA
RN
ED
: S
UB
ST
ITU
TIO
N O
F A
NY
ST
RU
CT
UR
AL
ME
MB
ER
S,
AN
D O
R A
NY
VA
RIA
TIO
N T
O A
NY
PA
RT
OF
TH
E D
ES
IGN
WIL
L V
OID
AN
Y
RE
SP
ON
SIB
ILIT
IES
OF
ST
UA
RT
OS
MA
N B
UIL
DIN
G D
ES
IGN
S F
OR
TH
E S
TR
UC
TU
RA
L IN
TE
GR
ITY
AN
D P
ER
FO
RM
AN
CE
OF
TH
E B
UIL
DIN
G
CLIENT
PROJECT
JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVEBROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
9 19
queensland inc.association of
building designers
D.P
D.P
D.P
D.P
D.PD.P D.P
D.P D.P D.P
3 degree Stramit colorbondtrimdeck roof sheeting
Stramit colorbond capping to topof all parapet walls, 1:100 fall backinto roof area, refer Parapet Details
3 degree Stramit colorbondtrimdeck roof sheeting
Stramit colorbond capping to topof all parapet walls, 1:100 fall backinto roof area, refer Parapet Details
Stramit colorbond fascias,gutters & downpipes
Stramit colorbond fascias,gutters & downpipes
2.5 degree Stramit colorbondtrimdeck roof sheeting
2.5 degree Stramit colorbondtrimdeck roof sheeting
3 degree Stramit colorbondtrimdeck roof sheeting
3 degree Stramit colorbondtrimdeck roof sheeting
roof fall roof fall
roof fall
roof fall
roof fall
roof fallroof fall
floor fall
roof fall
floor fall
E
18
E
18
F
18
F
18
G
18
G
18
H
18
H
18
NOTES:* Lift off hinges to WC door, as per NCC 3.8.3* Provide GPO & cold water provisions to DW space* ALL External and Internal doors & windows to bemeasured on site and confirmed by builder* Sarking to external walls* Insulation to ceiling (living only) R2.5 batts* All windows & SGD to be tinted* Mechanically vent rooms without natural ventilation* All shower roses to be AAA rated* Maximum water supply pressure not to exceed 500kpaat any outlet* Hot water system shall be heat pump, solar or gas*Water supply outlets to have WELs rating* Toilet cisterns to have dual flush. 6/3 Litre* ALL handrails to be 1000mm above finished floor level* Bedroom windows w. 2m fall height from FL to groundbelow must comply with N.C.C 3.9.2.5. To be fitted withnon-removable screens or restricted to 125mm opening* If more than one smoke alarm is required they must beinterconnected as per NCC 3.7.2
ROOF PLAN
SCALE 1:100
ELEVATIONS
4
3
2
1
6
5
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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
TH
E E
XC
LU
SIV
E P
RO
PE
RT
Y O
F S
TU
AR
T O
SM
AN
BU
ILD
ING
DE
SIG
NS
N.B
AL
L W
RIT
TE
N D
IME
NS
ION
S T
AK
E P
RE
CE
DE
NC
E O
VE
R S
CA
LE
D S
IZE
S
BE
WA
RN
ED
: S
UB
ST
ITU
TIO
N O
F A
NY
ST
RU
CT
UR
AL
ME
MB
ER
S,
AN
D O
R A
NY
VA
RIA
TIO
N T
O A
NY
PA
RT
OF
TH
E D
ES
IGN
WIL
L V
OID
AN
Y
RE
SP
ON
SIB
ILIT
IES
OF
ST
UA
RT
OS
MA
N B
UIL
DIN
G D
ES
IGN
S F
OR
TH
E S
TR
UC
TU
RA
L IN
TE
GR
ITY
AN
D P
ER
FO
RM
AN
CE
OF
TH
E B
UIL
DIN
G
CLIENT
PROJECT
JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVEBROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
10 19
queensland inc.association of
building designers
27203020
400
2720
2720
400
211
950
550
400
600
200
400
950
550
400
Rendered brickwork
Rendered 60mm NRGgreenboard
Hardies 'MATRIX' wallcladding
1000mm high AFFLglass handrail
90dia. CHSsteel post
90dia. CHSsteel post
450x450 Renderedbrick piers
Powdercoated aluminiumwindows & SGDs
Security screens to opening of windowsor 125mm restricted opening to bedroom
windows only
Security screens to opening of windowsor 125mm restricted opening to bedroom
windows only
Stramit colorbond capping to topof all parapet walls, 1:100 fall backinto roof area, refer Parapet Details
FL
FL
FL FL
CL
CL
CL CL
CL
FL
fg
fg
ELEVATION 1 1:100
2870
1800
2720
950
550
400
200
400
Rendered 60mm NRG greenboard
450x850 Renderedbrick piers
Hardies 'MATRIX'wall cladding
Rendered 60mm NRGgreenboard
450x850 Renderedbrick piers
Rendered 60mm NRG greenboard
Hardies 'MATRIX'wall cladding
Rendered 60mm NRGgreenboard
FL FL
CL CL
fg
FL FL
CL CL
fg
ELEVATION 2 1:100
3020
400
2720
750
236
950
550
400
Rendered brickwork
Rendered 60mm NRGgreenboard Hardies 'MATRIX' wall
cladding
1000mm high AFFLglass handrail
90dia. CHSsteel post
Powdercoated aluminiumwindows & SGDs
1200mm highAFFL glass poolfencing
90dia. CHSsteel post
1000mm high AFFLglass handrail
Hardies 'MATRIX' wallcladding
Rendered brickwork
Powdercoated aluminiumwindows & SGDs
Rendered 60mm NRGgreenboard
1200mm highAFFL glass pool
fencingFL FL
FL FL
CL CL
CL CL
fg
ELEVATION 4 1:100
2720 3020
400
2720
2720
400
350
895
600
200
400
950
550
400
950
550
400
Rendered brickwork
Rendered 60mmNRG greenboard
Hardies 'MATRIX' wallcladding
1000mm high AFFLglass handrail
90dia. CHSsteel post
90dia. CHSsteel post
450x450 Renderedbrick piers
Powdercoated aluminiumwindows & SGDs
Security screens to opening of windowsor 125mm restricted opening to bedroomwindows only
Security screens to opening of windowsor 125mm restricted opening to bedroomwindows only
Stramit colorbond capping to topof all parapet walls, 1:100 fall backinto roof area, refer Parapet Details
FL
FL
FLFL
CL
CL
CLCL
CL
FL
fg
fg
ELEVATION 3 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 616BSA License No: 1129687Email: design@sobd.net
© 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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JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVEBROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
11 19
queensland inc.association of
building designers
3020
400
2720
2720
2720
950
600
950
900
700
1748
3206
Rendered brickwork
Rendered 60mm NRGgreenboard
450x450 Renderedbrick piers
Powdercoated aluminiumwindows & SGDs
Security screens to opening of windowsor 125mm restricted opening to bedroom
windows only
Security screens to opening of windowsor 125mm restricted opening to bedroomwindows only
Stramit colorbond capping to topof all parapet walls, 1:100 fall backinto roof area, refer Parapet Details
FL
FL
FL FL
CL
CL
CL CL
CL
FL
fg
fg fg
ELEVATION 5 1:100
3020
400
2720
2720
2720
950
950
600
900
700
1748
3206
Rendered brickwork
Rendered 60mm NRGgreenboard
450x450 Renderedbrick piers
Powdercoated aluminiumwindows & SGDs
Security screens to opening of windowsor 125mm restricted opening to bedroomwindows only
Security screens to opening of windowsor 125mm restricted opening to bedroom
windows only
Stramit colorbond capping to topof all parapet walls, 1:100 fall backinto roof area, refer Parapet Details
FL
FL
FLFL
CL
CL
CLCL
CL
FL
fg
fgfg
ELEVATION 6 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 616BSA License No: 1129687Email: design@sobd.net
© 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
TH
E E
XC
LU
SIV
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RO
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AN
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FO
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OF
TH
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DIN
G
CLIENT
PROJECT
JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVEBROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
12 19
queensland inc.association of
building designers
TRUSSES & LINTELS AS PER
TRUSS MANUFACTURERS
SPECIFICATIONS
11
12
13
14
1
2
3
4
5
6
7
8
9
10
12
12
1 2 3 4 5
11
12
13
14
1
2
3
4
5
6
7
8
9
10
12
12
1 2 3 4 5
2490 7004000
600
600
4000
2490 700
Bulkhead
Bulkhead
Bulkhead
Bulkhead
90dia. CHSsteel post
Bulkhead
Bulkhead
Bulkhead
Bulkhead90dia. CHSsteel post
450x450 core filled brickpier w. 1 x m12 rod
450x850 core filled brickpier w. 1 x m12 rod
450x850 core filled brickpier w. 1 x m12 rod
3020 CEILING 3020 CEILING2700 CEILING
3020 CEILING 3020 CEILING2700 CEILING
GROUND FLOOR BRACING PLAN
SCALE 1:100
TIMBER FRAME & TRUSSES3020mm PITCHING HEIGHT2.5, 3 Deg ROOF PITCHTRIMDECK SHEET ROOF
----------------------------
BRACING LEGEND
TB4B Structural pine ply 7mm or F27 4mm 6 kN/m with anchor rods or with anchor bolts and nailing at 50mm crs top and bottom
----------------------------TB1 Galvanised steel angle 1.5 kN/m
NOTE:* Provide three studs under each end ofTG's, provide four studs under each end ofGT's.* Hardwood top plate under GT's, TG's andunder loadbearing points.* Edge nailng of ply brace to be at 50mmcentres, no tiedown rods are required.* M12 rods to brick piers, typical, cavityfilled.* ALL 600mm TB4B panels to have an M12rod to each end.
N3/SRB
RA
CIN
G B
Y E
NG
INE
ER
BRACING BY ENGINEER
NOTES:* Engineer to specify ALL roof strapping and any
additional bracing that may be reqd.
* Brickwork & galv. lintel over external openings 3000mm
wide or less, rendered harditex over openings greater
ALL LINTELS UNDER POINT LOADS TO BE CONFIRMED BY TRUSS MANUFACTURER / ENGINEER
----------------------------
TB4B-I Structural pine ply 7mm or F27 4mm 5 kN/m with anchor rods or with anchor bolts and nailing at 50mm crs top and bottom----------------------------
BLOCK 190 core filled concrete with M12 rod 15 kN to each end (1200mm panel)----------------------------
BRICK PIERS 350sq. core filled with M12 rod 2.25 kN
ALL LINTELS, BRACING, TIE-DOWN AND
STRUCTURAL DETAILING TO BE
COMPLETED BY ENGINEER
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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
TH
E E
XC
LU
SIV
E P
RO
PE
RT
Y O
F S
TU
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BU
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DE
SIG
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N.B
AL
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ION
S T
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NC
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WA
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TE
GR
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AN
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FO
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AN
CE
OF
TH
E B
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DIN
G
CLIENT
PROJECT
JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVEBROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
13 19
queensland inc.association of
building designers
TRUSSES & LINTELS AS PER
TRUSS MANUFACTURERS
SPECIFICATIONS
11
12
13
14
15
16
17
18
19
20
7
8
9
10
11
12
13
14
15
16
17
18
19
20
5
6
7
8
9
10
Bulkhead
90dia. CHSsteel post
Bulkhead
Bulkhead
Bulkhead
90dia. CHSsteel post
Bulkhead
Bulkhead
roof fall
roof fall2720 CEILING
2720 CEILING
2720 CEILING2720 CEILING
2720 CEILING2720 CEILING
2720 CEILING2720 CEILING
TIMBER FRAME & TRUSSES2720mm PITCHING HEIGHT2.5, 3 Deg ROOF PITCHTRIMDECK SHEET ROOF
NOTE:* Provide three studs under each end ofTG's, provide four studs under each end ofGT's.* Hardwood top plate under GT's, TG's andunder loadbearing points.* Edge nailng of ply brace to be at 50mmcentres, no tiedown rods are required.* M12 rods to brick piers, typical, cavityfilled.* ALL 600mm TB4B panels to have an M12rod to each end.
N3/SRB
RA
CIN
G B
Y E
NG
INE
ER
BRACING BY ENGINEER
NOTES:* Engineer to specify ALL roof strapping and any
additional bracing that may be reqd.
* Brickwork & galv. lintel over external openings 3000mm
wide or less, rendered harditex over openings greater
ALL LINTELS UNDER POINT LOADS TO BE CONFIRMED BY TRUSS MANUFACTURER / ENGINEER
----------------------------
BRACING LEGEND
TB4B Structural pine ply 7mm or F27 4mm 6 kN/m with anchor rods or with anchor bolts and nailing at 50mm crs top and bottom
----------------------------TB1 Galvanised steel angle 1.5 kN/m
----------------------------
TB4B-I Structural pine ply 7mm or F27 4mm 5 kN/m with anchor rods or with anchor bolts and nailing at 50mm crs top and bottom----------------------------
BLOCK 190 core filled concrete with M12 rod 15 kN to each end (1200mm panel)----------------------------
BRICK PIERS 350sq. core filled with M12 rod 2.25 kN
ALL LINTELS, BRACING, TIE-DOWN AND
STRUCTURAL DETAILING TO BE
COMPLETED BY ENGINEER
FIRST FLOOR BRACING PLAN
SCALE 1:100
Phone (07) 55 203 022
Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220
Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616
BSA License No: 1129687
Email: design@sobd.net
© Copyright reserved in part or whole. W
ritten
dimensions take preference.
Contractor to verify dimensions.
Notify designers of discrepancies.
Failure to do so shall void
the designers responsibilities.
THIS DESIGN IS THE EXCLUSIVE PROPERTY OF STUART OSMAN BUILDING DESIGNS
N.B ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES
BE WARNED: SUBSTITUTION OF ANY STRUCTURAL MEMBERS, AND OR ANY VARIATION TO ANY PART OF THE DESIGN WILL VOID ANY
RESPONSIBILITIES OF STUART OSMAN BUILDING DESIGNS FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BUILDING
CLIENT
PROJECT
JOB NUMBER
BUILDER
DR
AW
N B
YC
HE
CK
ED
BY
DE
SIG
N
DA
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SC
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SA
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MR
. C
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LA
S
NU
MB
ER
16
SHERIDAN PARK AVE
BROADBEACH W
ATERS
5650
RH
/CV
A 2
7/0
8/2
01
4
B040914
C191114
D031214
E230115
F130315
SO
CU
STO
M
1:100 @ A2
14
19
qu
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nsla
nd
in
c.
asso
cia
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fbu
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g d
esig
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rs
39280
2000 100 22010 100 2780 11400 190 700
3400 300300 300 300
1760 90 4350 18840 1490 300 6960 190 700
200 3600 800 6200 18840 1490 1400 450 5200 600 500
200 3600 1800700
350 4150 20330 1400 450 5450 850
4600 1000 2550 22380 300 1700 5900 850
17420
600
1110
500
350
5200
450
1000
450
5200
350
500
1110
600
500
1001110
500
6000
400
200
400
6000
500
1110100
500
500
1001110
850
5200
450400
200
400450
5200
850
1110100
500
500
100
2710
3550
1750
200
1750
3550
2710
100
500
500
2810
4300
10002001000
4300
2810
500
500
100810
1900
4300
10002001000
4300
1900
810100
500
39280
2000 100 22010 100 2780 11400 190 700
3400 300300 300 300
1760 90 4350 18840 1490 300 6960 190 700
200 3600 800 6200 18840 1490 1400 450 5200 600 500
200 3600 1800700
350 4150 20330 1400 450 5450 850
4600 1000 2550 22380 300 1700 5900 850
17420
3060
4750
800200800
4750
3060
500
190
1470
900
4750
800200800
4750
900
1470
190
500
500
1470
90
4650
650
450800200800450
650
4650
90
1470
500
500
100810
5950
250
10002001000
250
5950
810100
500
7790
550
2240
9240
550
7790
2240
9240
1200
300
1200
300
4395
1515
4395
1515
4510
250
3290 4020
2100
720
1690
250
1690 600 1000
3290 4020
250
1690
720
2100
250
4510
1690 600 1000
Slab & footing designto engineers detail
Column pad footing toengineers detail
Slab & footing designto engineers detail
Column pad footing toengineers detail
Selected termite protection system to undersideof slab, perimeter & penetrations, in accordance
with AS 3660.1
wc fw
tub
sink
basin fw
sink
sink
wc fw
tub
sink
basin
fw
sink
sink
wet area
100mmstepdown
PADRL - 3.500mFFLRL - 3.860m
(all levels t.b.c on site)
750mmstepdown
100mmstepdown
100mmstepdown PADRL - 3.500m
FFLRL - 3.860m
(all levels t.b.c on site)750mmstepdown
100mmstepdown
POOLto pool builders specs
POOLto pool builders specs wet area
gardengarden garden
gardengarden garden
300mmstepdown
300mmstepdown
garden
garden
garden
garden
garden
garden
FFLRL - 3.460m
FFLRL - 3.760m
FFLRL - 3.760m
FFLRL - 3.010m
FFLRL -3.760m
FFLRL - 3.460m
300mmstepdown
300mmstepdown
FFLRL -3.760m
FFLRL - 3.460m
FFLRL - 3.460m
FFLRL - 3.760m
FFLRL - 3.010m
-35
-35
CL
CL
CL
CL
GROUND FLOOR SLAB PLAN
SCALE 1:100
NOTES:* Slab and Footings as per engineers designs* Provide Termite Protection as per AS 3660* ALL floor levels t.b.c on site* ALL floor joist to be specified by engineer
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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
TH
E E
XC
LU
SIV
E P
RO
PE
RT
Y O
F S
TU
AR
T O
SM
AN
BU
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DE
SIG
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N.B
AL
L W
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NS
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S T
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E P
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DE
NC
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CA
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D S
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S
BE
WA
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: S
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ST
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MB
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PA
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OF
TH
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WIL
L V
OID
AN
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SP
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SIB
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OF
ST
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RT
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DIN
G D
ES
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S F
OR
TH
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TR
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TU
RA
L IN
TE
GR
ITY
AN
D P
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FO
RM
AN
CE
OF
TH
E B
UIL
DIN
G
CLIENT
PROJECT
JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVEBROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
15 19
queensland inc.association of
building designers
Floor joists @ 450 Ctrs asper engineers designFloor joists @ 450 Ctrs asper engineers designFloor joists @ 450 Ctrs asper engineers design
100mm stepdownto deck
Beam by engineer
Beam in floorspace byengineer
Trimmer beam around stairsin floor space by engineer
Beam in floor spaceby engineer
Floor joists @ 450 Ctrs asper engineers designFloor joists @ 450 Ctrs asper engineers designFloor joists @ 450 Ctrs asper engineers design
100mm stepdownto deck
Beam by engineer
Beam in floorspace byengineer
Trimmer beam around stairsin floor space by engineer
Beam in floor spaceby engineer
90x90 SHS Steel post
90x90 SHS Steel post
VOI D
VOI D
FIRST FLOOR JOIST PLAN
NOTES:* Slab and Footings as per engineers designs* Provide Termite Protection as per AS 3660* ALL floor levels t.b.c on site* ALL floor joist to be specified by engineer
JOIST LAYOUT IS DIAGRAMMATIC ONLY - ENGINEER TO CONFIRM
ALL MEMBERS TO BE SPECIFIED BY ENGINEER
ALL BEAMS TO BE IN PLANE OF FLOOR JOISTS WHERE POSSIBLESCALE 1:100
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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
TH
E E
XC
LU
SIV
E P
RO
PE
RT
Y O
F S
TU
AR
T O
SM
AN
BU
ILD
ING
DE
SIG
NS
N.B
AL
L W
RIT
TE
N D
IME
NS
ION
S T
AK
E P
RE
CE
DE
NC
E O
VE
R S
CA
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D S
IZE
S
BE
WA
RN
ED
: S
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ST
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F A
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ST
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UR
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MB
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S,
AN
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VA
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PA
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OF
TH
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WIL
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AN
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SP
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SIB
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OF
ST
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RT
OS
MA
N B
UIL
DIN
G D
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S F
OR
TH
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TR
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TU
RA
L IN
TE
GR
ITY
AN
D P
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FO
RM
AN
CE
OF
TH
E B
UIL
DIN
G
CLIENT
PROJECT
JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVEBROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
16 19
queensland inc.association of
building designers
27203020
400
2720
2720
950
550
400
950
550
400
600
200
400
3.860m3.760m3.460m
2700
320
1000
400
Rendered brickwork
1000mm high AFFLglass handrail
450x450 Renderedbrick piers
1200mm high AFFLglass pool fencing
Floor joists @ 450 Ctrsas per engineers specs
Slab & Footing design toengineers specs.
2.5 degree Stramit colorbondtrimdeck roof sheeting
2.5 degree Stramit colorbondtrimdeck roof sheeting 3 degree Stramit colorbond
trimdeck roof sheeting
3 degree Stramit colorbondtrimdeck roof sheeting
2.5 degree Stramit colorbondtrimdeck roof sheeting
SECTION 1:100
7-9
B
FL
FL
FL FL
CL
CL
CL CL
CL
FL
POOLto pool builders specs
100mmstepdown750mm
stepdown
100mmstepdown
KITCHEN STUDYFAMILY DININGALFRESCOCARPORT
MASTER
SUITEBALCONY BED 2 BED 3 LOUNGEBATHENS fg
STAIR
WELL
27203020
400
2720
2720
200
400
600
950
550
400
950
550
400
3.860m
3.460m3.760m
3.010m
Rendered 60mm NRGgreenboard
1000mm high AFFLglass handrail
450x450 Renderedbrick piers
Powdercoated aluminiumwindows & SGDs
Floor joists @ 450 Ctrsas per engineers specs
1200mm high AFFLglass pool fencing
Slab & footings designto engineers specs
Plasterboard lining towalls & ceilings
2.5 degree Stramit colorbondtrimdeck roof sheeting
3 degree Stramit colorbondtrimdeck roof sheeting
2.5 degree Stramit colorbondtrimdeck roof sheeting3 degree Stramit colorbond
trimdeck roof sheeting
SECTION 1:100
7-9
A
100mmstepdown
FL
FL
FL FL
CL
CL
CL CL
CL
FL
750mmstepdown
100mmstepdown
300mmstepdown
100mmstepdown
PORCHENTRYKITCHENFAMILY DININGALFRESCO
MASTER
SUITEBALCONY LOUNGEHALL
CARPORT
Binders @ 3000 Ctrs
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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
TH
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UIL
DIN
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IGN
S F
OR
TH
E S
TR
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TU
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TE
GR
ITY
AN
D P
ER
FO
RM
AN
CE
OF
TH
E B
UIL
DIN
G
CLIENT
PROJECT
JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVEBROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
17 19
queensland inc.association of
building designers
27203020
400
2720
2720
600
200
400
550
400
950
950
550400
3.860m3.760m3.460m
Rendered brickwork
1000mm high AFFLglass handrail
450x450 Renderedbrick piers
1200mm high AFFLglass pool fencing
Floor joists @ 450 Ctrsas per engineers specs
Slab & Footing design toengineers specs.
90dia. CHSsteel post
90dia. CHSsteel post
2.5 degree Stramit colorbondtrimdeck roof sheeting
3 degree Stramit colorbondtrimdeck roof sheeting
2.5 degree Stramit colorbondtrimdeck roof sheeting
3 degree Stramit colorbondtrimdeck roof sheeting
SECTION 1:100
7-9
C
FL
FL
FL FL
CL
CL
CL CL
CL
FL
100mmstepdown750mm
stepdown
fg
100mmstepdown
fg
CARPORTKITCHEN STUDYFAMILY DININGALFRESCO
POOLto pool builders
specs.
MASTER
SUITEBALCONY BED 2 BED 3 LOUNGE
27203020
400
2720
2720
3.860m
3.460m3.760m
Rendered 60mm NRGgreenboard
1000mm high AFFLglass handrail
450x450 Renderedbrick piers
Powdercoated aluminiumwindows & SGDs
Floor joists @ 450 Ctrsas per engineers specs
1200mm high AFFLglass pool fencing
Slab & footings designto engineers specs
Plasterboard lining towalls & ceilings
2.5 degree Stramit colorbondtrimdeck roof sheeting
3 degree Stramit colorbondtrimdeck roof sheeting
2.5 degree Stramit colorbondtrimdeck roof sheeting
3 degree Stramit colorbondtrimdeck roof sheeting
2.5 degree Stramit colorbondtrimdeck roof sheeting
90dia. CHSsteel post
SECTION 1:100
7-9
D
FL
FL
FL FL
CL
CL
CL CL
CL
FL
MASTERSUITE
BALCONY LOUNGEHALL
CARPORTPORCHENTRYFAMILY DININGALFRESCO
100mmstepdown750mm
stepdown
100mmstepdown
300mmstepdown
100mmstepdown
Binders @ 3000 Ctrs
FLASHING DETAIL TYPICAL 1:20
Stramit Colorbond flashing to topof all BV walls continuous undergable end wall cladding
Selected cladding asnominated on elevations
Floor joists by engineer
BOX GUTTERING TO COMPLY WITH BCA PART 3.5.2. AND AS3500.2
fall to downpipesbase board to achieve requiredbox guttering on battened plywood
PARAPET DETAIL TYPICAL 1:20
60mm POLY-FOAM board
flashing continuous under
first roof batten
Stramit colorbond capping to topof all parapet walls, 1:100 fall backinto roof area,
3020
1000
200
1500
320
900
800
Recessed strip lightingunder mirror cabinet
Mirror cabinet
Toilet cisternconcealed inwall cavity
Standard mirror
Wall hung vanity
FL
CL
FL
CL
Plaster bulkhead
mirror
min. toilet space
POWDER ROOM DETAIL 1 1:50
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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
TH
E E
XC
LU
SIV
E P
RO
PE
RT
Y O
F S
TU
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T O
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AN
BU
ILD
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DE
SIG
NS
N.B
AL
L W
RIT
TE
N D
IME
NS
ION
S T
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DE
NC
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CA
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S
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WA
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: S
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F A
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ST
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VA
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PA
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OF
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WIL
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AN
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SP
ON
SIB
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OF
ST
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RT
OS
MA
N B
UIL
DIN
G D
ES
IGN
S F
OR
TH
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TR
UC
TU
RA
L IN
TE
GR
ITY
AN
D P
ER
FO
RM
AN
CE
OF
TH
E B
UIL
DIN
G
CLIENT
PROJECT
JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVEBROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
18 19
queensland inc.association of
building designers
2870
2720
950
550
400
950
600
200
400
950
550
400
550
400
3.460m 3.460m
Rendered 60mm NRG greenboard
Hardies 'MATRIX'wall cladding
Rendered 60mm NRGgreenboard
450x450 Renderedbrick piers
Rendered 60mm NRG greenboard
450x450 Renderedbrick piers
2.5 degree Stramit colorbondtrimdeck roof sheeting
2.5 degree Stramit colorbondtrimdeck roof sheeting
Box GutterBox Gutter
Slab & footing design as perengineers specs
Hardies 'MATRIX'wall cladding
Rendered 60mm NRGgreenboard
SECTION 1:100
7-9
E
FL FL
CL CL
FL FL
CL CL
fg fg
CARPORT CARPORT
fgfg
3020
400
2720
950
550400
950
550400
3.860m 3.860m
Rendered 60mm NRGgreenboard
Rendered brickwork
Slab & footing designto engineers specs
STAIR INFO:20No. Risers @ 171mmTreads @ 300mm
Rendered 60mm NRGgreenboard
Rendered brickwork
Plasterboard lining towalls & ceiling
STAIR INFO:20No. Risers @ 171mm
Treads @ 300mm
2.5 degree Stramit colorbondtrimdeck roof sheeting
2.5 degree Stramit colorbondtrimdeck roof sheeting
Plasterboard lining towalls & ceiling
SECTION 1:100
7-9
F
FL FL
CL CL
FL FL
CL CL
ENTRY
STAIRWELL
ENTRY
STAIRWELL
Binders @ 3000 Ctrs Binders @ 3000 Ctrs
3020
400
2720
950
550400
950
550400
3.860m3.860m
Rendered 60mm NRGgreenboard
Rendered brickwork
Slab & footing designto engineers specs
Plasterboard liningto walls & ceiling
320mm DroppedBulkhead
Slab & footing designto engineers specs
Rendered brickwork
Rendered 60mm NRGgreenboard
Plasterboard liningto walls & ceiling
320mm DroppedBulkhead
2.5 degree Stramit colorbondtrimdeck roof sheeting
2.5 degree Stramit colorbondtrimdeck roof sheeting
SECTION 1:100
7-9
G
FL FL
CL CL
FL FL
CL CL
KITCHEN KITCHEN
BED 2 BED 2HALL HALL
Binders @ 3000 Ctrs Binders @ 3000 Ctrs
3020
400
2720
950
550
400
3.760m 3.760m
Rendered brickwork
Rendered 60mm NRGgreenboard
Powdercoated aluminiumwindows & SGDs
Slab & footing design toengineers specs
Plasterboard liningto walls & ceiling
Powdercoated aluminiumwindows & SGDs
Rendered brickwork
Rendered 60mm NRGgreenboard
Plasterboard liningto walls & ceiling
1800mm high blockwork wallSECTION 1:100
7-9
H
FL FL
CL CL
FL FL
CL CL
ALFRESCOALFRESCO
MASTERSUITE
MASTERSUITE
Binders @ 3000 Ctrs Binders @ 3000 Ctrs3020
900
700
1100
320
FL
CL
FL
CL
Sink
Bulkhead
KITCHEN ELEVATION 1 1:50
3020
900
700
1100
320
FL
CL
FL
CL
Rangehood
Cooktop
UBO
Sinkfg fg
Bulkhead
DWSpaceOnly
KITCHEN ELEVATION 2 1:50
3020
1800
900
320
FL
CL
FL
CL
Bulkhead
REF.SpaceOnly
C WO WO
KITCHEN ELEVATION 3 1:50
Phone (07) 55 203 022Fax (07) 55 203 033
PO Box 2845 Burleigh Heads DC Qld 4220Address: 2/71 Township Drive, West Burleigh, QLD 4219
ABN 73 097 995 616BSA License No: 1129687Email: design@sobd.net
© 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
TH
E E
XC
LU
SIV
E P
RO
PE
RT
Y O
F S
TU
AR
T O
SM
AN
BU
ILD
ING
DE
SIG
NS
N.B
AL
L W
RIT
TE
N D
IME
NS
ION
S T
AK
E P
RE
CE
DE
NC
E O
VE
R S
CA
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D S
IZE
S
BE
WA
RN
ED
: S
UB
ST
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F A
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ST
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UR
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MB
ER
S,
AN
D O
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VA
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N T
O A
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PA
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OF
TH
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IGN
WIL
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AN
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SP
ON
SIB
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OF
ST
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OS
MA
N B
UIL
DIN
G D
ES
IGN
S F
OR
TH
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TR
UC
TU
RA
L IN
TE
GR
ITY
AN
D P
ER
FO
RM
AN
CE
OF
TH
E B
UIL
DIN
G
CLIENT
PROJECT
JOB NUMBER
BUILDER
DRAWN BY CHECKED BY
DESIGN
DATE
SCALES AMENDMENTS
SHEET NUMBERof
CHARTERED
MEMBER OF
MR. C. PHILLIPS
PROPOSED VILLAS
NUMBER 16
SHERIDAN PARK AVEBROADBEACH WATERS
5650
RH/CV
A 27/08/2014
B040914
C191114
D031214
E230115
F130315
SO
CUSTOM
1:100 @ A2
19 19
queensland inc.association of
building designers
metal fascia & gutter
600
Sheet metal roof with metal battens @900mm cts
two framing anchor to be fixed to each end
of trusses and top plates with 6/2.8 dia' nails
or 30 x 0.8mm looped GI strap with 4/2.8mm
dia' nails each end over trusses to top plate
50mm sand bed
moisture barrier
2440
2120
320
flashing & weephole as
per section 1.4 of the BCA
DPC to underside of
bottom plates
brick on edge sill
flashing & weephole
21° roof pitch
CL
FL
manufacturers printed specifications
TYPICAL BRICK VENEER SECTION
GI partition bracket
D1
-
220mm brick veneer wall
10mm plasterboard wall lining, paint finish
aluminium framed window as selected
timber architrave, as selected
90mm cornice, paint finish as selected
10mm plasterboard ceiling, paint finish
as selected
as selected
or as nominated on plans
or as nominated on plans
12mm Rods at 1200mm cts, each side ofopenings and corners, from top plate to slab.
sarking to roof where applicable
metal batten = topspan 40 fixed by roof manufacture
each endframing anchor with 4/2.8 dia. nails atTiedown to jack trusses may be by oneNotes:
& perimeterTermi-mesh or similar to all slab penetrations
with exposed edge for visual inspection
waffle pod slab as per engineers design
or as nominated
or as nominated
WHERE 2440mm IS USED600mm O'HANG WITH 25 deg ROOF PITCHCANTELEVERED TRUSSES TO ACHIEVE
Roof trusses @ 600mm centres as per truss
(nomial fixing only)Tie down to floor
not to exceed 20mmMax depth of notch
18x16x1.2mmnominal sectionMetal angle of Min.
to end of stud3/30x2.8mm dia nails30x0.8mm gal. strap
1:501.5kN/m
TYPICAL METAL ANGLE BRACING (TB1)
and each stud2/50x2.8mm diam nails at each end
1800 min. 2700 max.
30 degs max
NOTE:
bracing wall
90x35mm MPG12 timberbridging piece
TRUSSES PARALLEL TO BRACING WALL
3/75 x 3.33 mmdiameter nails eachend.
Gap to truss
to be @150mm centres.Single sheet vertical nailing
be @50mm centres.vertical join nailing is toare butted together theNote: if two or more panel
plate.under top ribbon150mm GI strap
NOTE:
2/30x0.8mm GI strap fixed to top plates & studs at
each end with 4/2.8mm diam nails.
Internal bracing wall
External wall
TYPICAL FIXING TO TOP OF BRACING WALL 1:20
1:20
1:506.0 kN/m (rods not required)
4mm F27 PLYWOOD BRACING (TB4B)
nail spacing as shown30x2.8mm diam flathead nails
300
150
50
19x19mm timber mould
size as per bracing plan
1:10DETAIL 1finish as selected4.5mm FC soffit sheet
Timber reveal
Min 10mm gap
timber lintel beam, as per
Timber architrave
20
320
250
70
Bracing wall
Bottom chord of truss
TRUSSES PERPENDICULAR TO BRACING WALL
top plate with 4/3.33 diam. nailsof truss bottom chord fixed toBlocking pieces to both sides
35mm gap to truss
1:201:20
T.B.C by engineer
WITNESS DATE
amendmentsdesign drawn by
date
scales
job number
of
Phone (07) 55 203 022Fax (07) 55 203 033PO Box 2845 Burleigh HeadsDC Qld 4220
ABN 73 097 995 616QLD 4219
BSA License No: 1129687Email: design@sobd.net
PLEASE READ CAREFULLY
IN THE INITAL AGREEMENT AND I UNDERSTAND CHANGES
THIS PLAN CERTIFIED CORRECT IS THE ONE REFERRED TO
HEREAFTER MAY NOT BE POSSIBLE. THESE PLANSSUPERSEDE ALL OTHER PREVIOUS PLANS OR SKETCHES.
OWNER/S
Contractor to verify dimensions. Notify designers ofdiscrepancies. Failure to do
so shall void the designers responsibilities.
dimensions take preference.© Copyright reserved in part or whole. Written
THIS DESIGN IS THE EXCLUSIVE PROPERTY OF STUART OSMAN BUILDING DESIGNS
N.B ALL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES RESPONSIBILITIES OF STUART OSMAN BUILDING DESIGNS FOR THE STRUCTURAL INTEGRITY AND PERFORMANCE OF THE BUILDING
BE WARNED: SUBSTITUTION OF ANY STRUCTURAL MEMBERS, AND OR ANY VARIATION TO ANY PART OF THE DESIGN WILL VOID ANY
Address: 2/71 TownshipDrive, West Burleigh,
sheet #
checked by
windows wider than 1200mm, tohave top plate strapped to lintel@ 1200mm max centres with 30x 0.8 GI strap looped under eachend . 4.2.8 dia nails each end
Provide 1 per 900 sheet of bracing ply 2/30x0.8mm looped GI strapfixed over bridging piece & to underside of top plate with 4/2.8mmdiam nails at each end of straps & to bridging piece.
Suitable for 3900 max opening
30x0.8mm gal. strap3/30x2.8mm dia nailsto end of stud
13 kN capacity connection at each end &intermediately at max 1200 cts Suitable to anchor 1m of bracing ply
Engage minimum 2 trusses per 1m of bracing ply
4.5mm FC soffit lining, paint finish as selected.Flat or raking soffit. refer sections/ builders spec.
N3 / SHEET / brick veneer
RH/CVCUSTOM
5650
MR. C. PHILLIPS
NUMBER 16 SHERIDAN PARK AVE
BROADBEACH WATERS A 27/08/2014
19191:100 @ A3
##
##