Thermal Performance Specifications NatHERS Certificate Form 15 Stamped Plans
As per the National Construction Code (NCC) Building Code of Australia (BCA)
DATE 7th December 2018 OUR REFERENCE [JOB NO.] 182587
PROPERTY DETAILS
CLIENT NAME PLATINUM AUSTRALIA
PROPERTY DESCRIPTION LOT 157 ON SP264094
SITE
ADDRESS
LOT 157 CORELLA STREET LOWOOD 4311 Lot Number and/or House Number and Street Suburb or Town and State Postcode
BUILDING CLASS 1
LGA SOMERSET REGIONAL COUNCIL
EXTERNAL WALLS
Construction Insulation R-Value Colour Detail
Lower Level
CLADDING FOIL 1.0
INTERNAL WALLS
Construction Insulation R-Value Detail
STUD NIL
PARTY WALLS BATTS 2.0MIN. AS PER PLANS
FLOORS
Construction Insulation R-Value Covering Area
SLAB ON GROUND NIL
ROOF
Construction Insulation R-Value Colour Detail
COLORBOND SISALATION 1.0 BAL
CEILINGS
Construction Insulation R-Value Detail
PLASTER BATTS 2.5
WINDOWS
Glass Frame U Value SHGC Area (M2)
CLEAR ALUMINIUM 6.70 0.70
NOTES
CEILING FANS AS PER ELECTRICAL PLAN
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments.For more details see www.nathers.gov.au
Nationwide House Energy Rating Scheme* Certificate Certificate number: Certificate Date: êStar rating:
MJ/m2
Assessor details
Accreditation number: Name: Organisation:Email: Phone: Declaration of interest:
Key construction and insulation materials (see following pages for details)
Construction:
Insulation:
Glazing:
Plan documents
Plan ref/date: Prepared by:
Net floor area (m2)
Conditioned: Unconditioned: Garage: TOTAL:
Annual thermal performance loads (MJ/m2)
Heating: Cooling: TOTAL:
Dwelling details
Street: Suburb: State:
Type:
Lot/DP number:
Postcode:NCC Class:NatHERSclimate zone:
Ceiling penetrations (see following pages for details)
Sealed: Unsealed: TOTAL:**
**NOTE: This total is themaximum number of ceilingpenetrations allowed to aceiling (under a roof) for thiscertificate. If this number isexceded in construction thenthis certificate IS NOT VALIDand a new certificate is required.Loss of ceiling insulation for thepenetrations listed has beentaken into account with the rating.
Principle downlight type:
Window selection - default windows only
Note on allowable window values:Only a 5% tolerance to the nominatedSHGC window values shown on page 2can be used with this rating.
Note: Only a +/- 5% SHGC tolerance is allowed with this rating.
NB: This tolerance ONLY applies to SHGC, the U-value can always be lower but not higher than the values stated on page 2.
If any of windows selected are outside the 5% tolerance then this certificate is no longer valid and the dwelling will need to be rerated to confirm compliance.
Overview
Scan to access this certificate online and confirm this is valid.
Software:
AAO:
Exposure:
07 Dec 20180003437837 8.4BERS Pro v4.3.0.0 (3.13) cannot be used to model 'roof windows'. Roof windows are 'openable or fixed windows in a roof' and do not have a shaft, as distinctfrom skylights which incorporate a built-in shaft and are not ventilated. BERS Pro v4.3 can only model skylights. If a roof window is present on the floor planthen this certificate is not valid.
8.4VIC/BDAV/15/1698Marcus GazsikCyber [email protected]
BERS Pro v4.3.0.2d (3.13)
BDAV
33.8Unit 1, CORELLA STREETLOWOODQLD 4311New Dwelling 1A
9157/SP264094 Suburban
212
23Fibro Cavity Panel on BattensCorrugated IronConcrete Slab on GroundReflective wall insulationR2.5 ceiling insulationNo floor insulation
LED
ALM-002-01 A Aluminium B SG Clear
117.046.037.0
163.06.3
27.533.8
LOT 157 CORELLA STREETAUSTRALIAN FLOOR PLANS
Page 1 of 5
Window type and performance valueWindow ID Window type U-value SHGCALM-002-01 A ALM-002-01 A Aluminium B SG Clear 6.7 0.70
Window scheduleLocation Window ID Window no. Height (mm) Width (mm) Orientation Outdoor shadeEntry ALM-002-01 A n/a 2100 1500 SE No ShadingKitchen/Living ALM-002-01 A n/a 1200 1500 NE No ShadingKitchen/Living ALM-002-01 A n/a 2100 2400 NE No ShadingBedroom 1 ALM-002-01 A n/a 900 1500 NW No ShadingBedroom 1 ALM-002-01 A n/a 2100 2400 NE No ShadingEns ALM-002-01 A n/a 900 1500 NW No ShadingBedroom 2 ALM-002-01 A n/a 900 1500 NE No ShadingBath ALM-002-01 A n/a 1200 1500 NE No ShadingBedroom 3 ALM-002-01 A n/a 2100 1500 SE No Shading
Roof window and skylight type and performance valueID Window type U-value SHGCNone Present
Roof window and skylight scheduleLocation ID Roof
window/skylightno.
Area (m²) Orientation Outdoor shade Indoorshade/diffuser
None Present
External wall typeID Wall type Insulation Wall wrap or foilEW-1 Fibro Cavity Panel on Battens Foil, Anti-glare one side, Reflective other Yes
External wall scheduleLocation ID Width (mm) Height (mm) Orientation Fixed Shade Eaves
(mm)Garage EW-1 6095 2400 SE No 400Garage EW-1 6100 2400 SW No 500Entry EW-1 2100 2400 SE No 600Entry EW-1 600 2400 SW No 6600Entry EW-1 2095 2400 NE No 2500Kitchen/Living EW-1 7490 2400 NE No 500Bedroom 1 EW-1 4095 2400 NW No 500Bedroom 1 EW-1 4395 2400 NE No 500Ens EW-1 2095 2400 NW No 500Laundry EW-1 1490 2400 NE No 500Bedroom 2 EW-1 3195 2400 NE No 500Bedroom 2 EW-1 600 2400 SE No 8000Bath EW-1 2190 2400 NE No 500Bedroom 3 EW-1 3095 2400 NE No 500
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments. For more details see www.nathers.gov.au Page 2 of 5
Nationwide House Energy Rating Scheme* CertificateCertificate number: 0003437837 Certificate Date: 07 Dec 2018 ★ Star rating: 8.4
Building features
Bedroom 3 EW-1 2000 2400 SE No 2700
Internal wall typeWall type Area (m²) Insulation Wall wrap or foilIW-1 - Cavity wall, direct fixplasterboard, single gap
106.0 No insulation No
IW-2 - Shaft liner party wall withplaster
53.0 Bulk Insulation both sides of shaft liner R1.5 No
FloorsLocation Construction Area (m²) Sub floor
ventilationAddedinsulation
Covering
Garage Concrete Slab on Ground100mm
36.9 None No Insulation Ceramic Tiles8mm
Entry Concrete Slab on Ground100mm
7.1 None No Insulation Ceramic Tiles8mm
Kitchen/Living Concrete Slab on Ground100mm
63.3 None No Insulation Ceramic Tiles8mm
Bedroom 1 Concrete Slab on Ground100mm
17.7 None No Insulation Ceramic Tiles8mm
WIR Concrete Slab on Ground100mm
3.7 None No Insulation Ceramic Tiles8mm
Ens Concrete Slab on Ground100mm
5.0 None No Insulation Ceramic Tiles8mm
Laundry Concrete Slab on Ground100mm
2.6 None No Insulation Ceramic Tiles8mm
Bedroom 2 Concrete Slab on Ground100mm
11.4 None No Insulation Ceramic Tiles8mm
Bath Concrete Slab on Ground100mm
6.4 None No Insulation Ceramic Tiles8mm
Bedroom 3 Concrete Slab on Ground100mm
9.3 None No Insulation Ceramic Tiles8mm
Ceiling typeLocation Construction Added
insulationRoof spaceabove
Garage Plasterboard Bulk InsulationR2.5
Yes
Entry Plasterboard Bulk InsulationR2.5
Yes
Kitchen/Living Plasterboard Bulk InsulationR2.5
Yes
Bedroom 1 Plasterboard Bulk InsulationR2.5
Yes
WIR Plasterboard Bulk InsulationR2.5
Yes
Ens Plasterboard Bulk InsulationR2.5
Yes
Laundry Plasterboard Yes
Nationwide House Energy Rating Scheme* CertificateCertificate number: 0003437837 Certificate Date: 07 Dec 2018 ★ Star rating: 8.4
Building features continued
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments. For more details see www.nathers.gov.au Page 3 of 5
Bulk InsulationR2.5
Bedroom 2 Plasterboard Bulk InsulationR2.5
Yes
Bath Plasterboard Bulk InsulationR2.5
Yes
Bedroom 3 Plasterboard Bulk InsulationR2.5
Yes
Ceiling penetrationsLocation Number Type Diameter (mm) Sealed/unsealedEntry 2 Downlights - LED 150 SealedKitchen/Living 11 Downlights - LED 150 SealedBedroom 1 2 Downlights - LED 150 SealedWIR 1 Downlights - LED 150 SealedEns 1 Downlights - LED 150 SealedEns 1 Exhaust Fans 300 UnsealedLaundry 1 Downlights - LED 150 SealedBedroom 2 1 Downlights - LED 150 SealedBath 1 Downlights - LED 150 SealedBath 1 Exhaust Fans 300 UnsealedBedroom 3 1 Downlights - LED 150 Sealed
Ceiling fansLocation Number Diameter (mm)Kitchen/Living 2 1200Bedroom 1 1 1200
Roof typeConstruction Added
insulationRoof colour
Corrugated Iron Foil, Gap Above,Reflective SideDown, Anti-glareUp
Medium
Nationwide House Energy Rating Scheme* CertificateCertificate number: 0003437837 Certificate Date: 07 Dec 2018 ★ Star rating: 8.4
Building features continued
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments. For more details see www.nathers.gov.au Page 4 of 5
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments.
For more details see www.nathers.gov.au
Certificate Date:
Explanatory notes
Accredited Assessors
To ensure you get a high-quality, professional NatHERS House Energy Rating report, you should always use an
Organisation (AAO).
and continuing professional development requirements to maintain a high and consistent standard of assessments across the country. Non-accredited assessors do not have this level of quality assurance or any on-going training requirements.
concerns, please contact their AAO listed under ‘assessor
Disclaimer
The energy values quoted are for comparison purposes only; they are not a prediction of actual energy use. This rating
the rating.
Contact
For more information on the Nationwide House Energy Rating Scheme (NatHERS), visit www.nathers.gov.au
insulation visit www.yourhome.gov.au
About this report
including heating and cooling, hot water, dishwashers, ovens,
General Information
A NatHERS House Energy Rating is a comprehensive, dynamic computer modelling evaluation of the floorplans, elevations and specifications to predict an energy load of a home. Not all of us use our homes in the same way, so ratings are generated using standard assumptions. This means homes can be compared across the country.
The actual energy consumption of your home may vary significantly from the predicted energy load figures in the report depending on issues such as the size of your household and your personal preferences, e.g. in terms of heating or cooling.
While the figures are an indicative guide to energy use, they can be used as a reliable guide for comparative purposes between different house designs and for demonstrating that the design meets the required regulatory compliance.
Homes that are energy efficient use less energy, are warmer in winter, cooler in summer and cost less to run. The higher the star rating the more energy efficient.
This NatHERS House Energy Rating report was carefully prepared by your assessor on the basis of comprehensive modelling using standard procedures to rate your home using the underlying engine developed by the Australian Commonwealth Scientific and Industrial Research Organisation (CSIRO).
All information relating to energy loads presented in this report is based on a range of standard assumptions in order to allow for comparisons with reports prepared for other homes and to demonstrate minimum regulatory compliance.
The standard assumptions include figures for occupancy, indoor air temperature and are based on a unique climate file for your region.
Additional information
0003437837 07 Dec 2018 8.4
Page 5 of 5
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments.For more details see www.nathers.gov.au
Nationwide House Energy Rating Scheme* Certificate Certificate number: Certificate Date: êStar rating:
MJ/m2
Assessor details
Accreditation number: Name: Organisation:Email: Phone: Declaration of interest:
Key construction and insulation materials (see following pages for details)
Construction:
Insulation:
Glazing:
Plan documents
Plan ref/date: Prepared by:
Net floor area (m2)
Conditioned: Unconditioned: Garage: TOTAL:
Annual thermal performance loads (MJ/m2)
Heating: Cooling: TOTAL:
Dwelling details
Street: Suburb: State:
Type:
Lot/DP number:
Postcode:NCC Class:NatHERSclimate zone:
Ceiling penetrations (see following pages for details)
Sealed: Unsealed: TOTAL:**
**NOTE: This total is themaximum number of ceilingpenetrations allowed to aceiling (under a roof) for thiscertificate. If this number isexceded in construction thenthis certificate IS NOT VALIDand a new certificate is required.Loss of ceiling insulation for thepenetrations listed has beentaken into account with the rating.
Principle downlight type:
Window selection - default windows only
Note on allowable window values:Only a 5% tolerance to the nominatedSHGC window values shown on page 2can be used with this rating.
Note: Only a +/- 5% SHGC tolerance is allowed with this rating.
NB: This tolerance ONLY applies to SHGC, the U-value can always be lower but not higher than the values stated on page 2.
If any of windows selected are outside the 5% tolerance then this certificate is no longer valid and the dwelling will need to be rerated to confirm compliance.
Overview
Scan to access this certificate online and confirm this is valid.
Software:
AAO:
Exposure:
07 Dec 20180003437845-01 8.3BERS Pro v4.3.0.0 (3.13) cannot be used to model 'roof windows'. Roof windows are 'openable or fixed windows in a roof' and do not have a shaft, as distinctfrom skylights which incorporate a built-in shaft and are not ventilated. BERS Pro v4.3 can only model skylights. If a roof window is present on the floor planthen this certificate is not valid.
8.3VIC/BDAV/15/1698Marcus GazsikCyber [email protected]
BERS Pro v4.3.0.2d (3.13)
BDAV
34.7Unit 2, CORELLA STREETLOWOODQLD 4311New Dwelling 1A
9157/SP264094 Suburban
121
13Fibro Cavity Panel on BattensCorrugated IronConcrete Slab on GroundReflective wall insulationR2.5 ceiling insulationNo floor insulation
LED
ALM-002-01 A Aluminium B SG Clear
57.07.00.0
63.012.921.834.7
LOT 157 CORELLA STREETAUSTRALIAN FLOOR PLANS
Page 1 of 5
Window type and performance valueWindow ID Window type U-value SHGCALM-002-01 A ALM-002-01 A Aluminium B SG Clear 6.7 0.70
Window scheduleLocation Window ID Window no. Height (mm) Width (mm) Orientation Outdoor shadeKitchen/Living ALM-002-01 A n/a 2100 1800 SW No ShadingBedroom 2 ALM-002-01 A n/a 1200 1800 SW No ShadingBath ALM-002-01 A n/a 900 1200 SW No ShadingWC ALM-002-01 A n/a 600 600 SW No Shading
Roof window and skylight type and performance valueID Window type U-value SHGCNone Present
Roof window and skylight scheduleLocation ID Roof
window/skylightno.
Area (m²) Orientation Outdoor shade Indoorshade/diffuser
None Present
External wall typeID Wall type Insulation Wall wrap or foilEW-1 Fibro Cavity Panel on Battens Foil, Anti-glare one side, Reflective other Yes
External wall scheduleLocation ID Width (mm) Height (mm) Orientation Fixed Shade Eaves
(mm)Kitchen/Living EW-1 4995 2400 SW No 500Bedroom 1 EW-1 3095 2400 SW No 500Bedroom 1 EW-1 4600 2400 NW No 500Bedroom 2 EW-1 3090 2400 SW No 500Bath EW-1 1890 2400 SW No 500WC EW-1 990 2400 SW No 500
Internal wall typeWall type Area (m²) Insulation Wall wrap or foilIW-1 - Cavity wall, direct fixplasterboard, single gap
45.0 No insulation No
IW-2 - Shaft liner party wall withplaster
45.0 Bulk Insulation both sides of shaft liner R1.5 No
FloorsLocation Construction Area (m²) Sub floor
ventilationAddedinsulation
Covering
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments. For more details see www.nathers.gov.au Page 2 of 5
Nationwide House Energy Rating Scheme* CertificateCertificate number: 0003437845-01 Certificate Date: 07 Dec 2018 ★ Star rating: 8.3
Building features
Kitchen/Living Concrete Slab on Ground100mm
31.8 None No Insulation Ceramic Tiles8mm
Bedroom 1 Concrete Slab on Ground100mm
14.1 None No Insulation Ceramic Tiles8mm
Bedroom 2 Concrete Slab on Ground100mm
10.7 None No Insulation Ceramic Tiles8mm
Bath Concrete Slab on Ground100mm
5.0 None No Insulation Ceramic Tiles8mm
WC Concrete Slab on Ground100mm
1.6 None No Insulation Ceramic Tiles8mm
Ceiling typeLocation Construction Added
insulationRoof spaceabove
Kitchen/Living Plasterboard Bulk InsulationR2.5
Yes
Bedroom 1 Plasterboard Bulk InsulationR2.5
Yes
Bedroom 2 Plasterboard Bulk InsulationR2.5
Yes
Bath Plasterboard Bulk InsulationR2.5
Yes
WC Plasterboard Bulk InsulationR2.5
Yes
Ceiling penetrationsLocation Number Type Diameter (mm) Sealed/unsealedKitchen/Living 7 Downlights - LED 150 SealedBedroom 1 2 Downlights - LED 150 SealedBedroom 2 1 Downlights - LED 150 SealedBath 1 Downlights - LED 150 SealedBath 1 Exhaust Fans 300 UnsealedWC 1 Downlights - LED 150 Sealed
Ceiling fansLocation Number Diameter (mm)Kitchen/Living 1 1200Bedroom 1 1 1200
Roof typeConstruction Added
insulationRoof colour
Corrugated Iron Foil, Gap Above,Reflective SideDown, Anti-glare
Medium
Nationwide House Energy Rating Scheme* CertificateCertificate number: 0003437845-01 Certificate Date: 07 Dec 2018 ★ Star rating: 8.3
Building features continued
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments. For more details see www.nathers.gov.au Page 3 of 5
Up
Nationwide House Energy Rating Scheme* CertificateCertificate number: 0003437845-01 Certificate Date: 07 Dec 2018 ★ Star rating: 8.3
Building features continued
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments. For more details see www.nathers.gov.au Page 4 of 5
* Nationwide House Energy Rating Scheme (NatHERS) is an initiative of the Australian, state and territory governments.
For more details see www.nathers.gov.au
Certificate Date:
Explanatory notes
Accredited Assessors
To ensure you get a high-quality, professional NatHERS House Energy Rating report, you should always use an
Organisation (AAO).
and continuing professional development requirements to maintain a high and consistent standard of assessments across the country. Non-accredited assessors do not have this level of quality assurance or any on-going training requirements.
concerns, please contact their AAO listed under ‘assessor
Disclaimer
The energy values quoted are for comparison purposes only; they are not a prediction of actual energy use. This rating
the rating.
Contact
For more information on the Nationwide House Energy Rating Scheme (NatHERS), visit www.nathers.gov.au
insulation visit www.yourhome.gov.au
About this report
including heating and cooling, hot water, dishwashers, ovens,
General Information
A NatHERS House Energy Rating is a comprehensive, dynamic computer modelling evaluation of the floorplans, elevations and specifications to predict an energy load of a home. Not all of us use our homes in the same way, so ratings are generated using standard assumptions. This means homes can be compared across the country.
The actual energy consumption of your home may vary significantly from the predicted energy load figures in the report depending on issues such as the size of your household and your personal preferences, e.g. in terms of heating or cooling.
While the figures are an indicative guide to energy use, they can be used as a reliable guide for comparative purposes between different house designs and for demonstrating that the design meets the required regulatory compliance.
Homes that are energy efficient use less energy, are warmer in winter, cooler in summer and cost less to run. The higher the star rating the more energy efficient.
This NatHERS House Energy Rating report was carefully prepared by your assessor on the basis of comprehensive modelling using standard procedures to rate your home using the underlying engine developed by the Australian Commonwealth Scientific and Industrial Research Organisation (CSIRO).
All information relating to energy loads presented in this report is based on a range of standard assumptions in order to allow for comparisons with reports prepared for other homes and to demonstrate minimum regulatory compliance.
The standard assumptions include figures for occupancy, indoor air temperature and are based on a unique climate file for your region.
Additional information
0003437845-01 07 Dec 2018 8.3
Page 5 of 5
Department of Housing and Public Works
Form 15—Compliance certificate for building design or specification
NOTE: This is to be used for the purposes of section 10 of the Building Act 1975 and/or section 46 of the Building Regulation 2006. RESTRICTION: A building certifier (class B) can only give a compliance certificate about whether building work complies with the BCA or a provision of the Queensland Development Code (QDC). A building certifier (Class B) can not give a certificate regarding QDC boundary clearance and site cover provisions.
1. Property description This section need only be completed if details of street address and property description are applicable. E.g. in the case of (standard/generic) pool design/shell manufacture and/or patio and carport systems this section may not be applicable. The description must identify all land the subject of the application. The lot and plan details (e.g. SP/RP) are shown on title documents or a rates notice. If the plan is not registered by title, provide previous lot and plan details.
Street address (include no., street, suburb/locality and postcode) CORELLA STREET
LOWOOD Postcode 4311 Lot and plan details (attach list if necessary) LOT 157 ON SP264094
In which local government area is the land situated? SOMERSET REGIONAL COUNCIL
2. Description of component/s certified
Clearly describe the extent of work covered by this certificate, e.g. all structural aspects of the steel roof beams.
ENERGY EFFICIENCY
3. Basis of certification Detail the basis for giving the certificate and the extent to which tests, specifications, rules, standards, codes of practice and other publications, were relied upon.
BERS PRO V 4.3
4. Reference documentation Clearly identify any relevant documentation, e.g. numbered structural engineering plans.
Cyber Energy job no 182587 (plans attached from Australian Floor Plans) UNIT 1 TOTAL STAR RATING – 8.4 UNIT 2 TOTAL STAR RATING – 8.3
LOCAL GOVERNMENT USE ONLY Date received
Reference Number/s
Version 4 – July 2017
5. Building certifier referencenumber
Building certifier reference number
6. Competent person detailsA competent person for building work,means a person who is assessed bythe building certifier for the work ascompetent to practice in an aspect ofthe building and specification design,of the building work because of theindividual’s skill, experience andqualifications in the aspect. Thecompetent person must also beregistered or licensed under a lawapplying in the State to practice theaspect.
If no relevant law requires theindividual to be licensed or registeredto be able to give the help, the certifiermust assess the individual as havingappropriate experience, qualificationsor skills to be able to give the help.
If the chief executive issues anyguidelines for assessing a competentperson, the building certifier must usethe guidelines when assessing theperson.
Name (in full) MARCUS GAZSIK
Company name (if applicable) Contact person
CYBER ENERGY PTY LTD MARCUS GAZSIKPhone no. (business hours) Mobile no. Fax no.07 5559 0990 0429986273
Email [email protected]
Postal addressSuite 24, 1 Mudgeeraba Road
Worongary Postcode 4213
Licence or registration number (if applicable)
BERS Licence – Cert IV in NatHERS Assessment CPP41212, BDAV Member15/1698
7. Signature of competentperson
This certificate must be signed by theindividual assessed by the buildingcertifier as competent.
Signature Date
7th December 2018
The Building Act 1975 is administered by the Department of Housing and Public Works
G E N E R A L N O T E S
DENOTES LOCATION OF SMOKE DETECTORS(refer electrical layout plans), TO BE HARD WIREDWITH 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 COMPARTMENTSTO BE DUCTED TO THE OUTSIDE AREA OR TO A VENTED ROOF SPACE AND AS PER AS 1668.2
THESE NOTES ARE NEITHER EXHAUSTIVE NORA SUBSTITUTE FOR REGULATIONS STATUTORY REQUIREMENTS, BUILDING PRACTICE ORCONTRACUAL OBLIGATIONS.
ALL CONSTRUCTION MATERIALS SUPPLIED MUSTTAKE INTO ACCOUNT PROXIMITY TO COASTAL OR INDUSTRIAL ENVIRONMENTS, IN ACCORDANCEWITH MANUFACTURERS SPECIFICATIONS.
THESE PLANS ARE PROTECTED BY COPY RIGHTAND ARE THE PROPERTY OF THE AUTHOR.
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 . 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.
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 2000 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 FOLLOWING CASES -i) ALL ROOMS - WITHIN 500mm VERTICAL OF THE FLOORii) BATHROOMS - WITHIN 2000mm VERTICAL OF THE BATH BASEiii) FULLY GLAZED DOORSiv) SHOWER SCREENSv) WITHIN 300mm OF A DOOR AND <1200mm ABOVE FLOOR LEVELvi) WINDOW SIZES ARE NOMINAL ONLU, ACTUAL SIZES WILL VARY
WITH MANUFACTURER, FLASHING ALL ROUND.
STORMWATER TO BE TAKEN TO THE LEGAL POINT OF DISCHARGE AS DETERMINED BY THE RELEVANT AUTHORITY
TILED DECKS OVER LIVABLE AREAS ARE TO BE, IN THE FOLLOWING ORDER OVERTHE FLOOR 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 PROXIMITY OF BOUNDRIES, 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.
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 3.9.2.
FOR STAINLESS STEEL BALUSTRADE, REFER TO TABLE 3.9.2.1 (WIRE BALUSTRADECONSTRUCTION-REQUIRED WIRE TENSION AND NAXIMUM PERMISSIBLEDEFLECTION) OF THE BCA.
THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OFEXISTING AND NEW STRUCTURES THROUGH-OUT CONSTRUCTION.
s
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-ROBEASD 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 WITHBCA PARTS 3.1.2 & 3.5.2 AS WELL AS AS/NZS 3500.
ENSURE 90mm DIAMETER AGRICULTURAL DRAINS AREPROVIDED TO THE BASE OF ALL CUTS AND RETAINING WALLSAND ARE CONNECTED TO THE STORMWATER SYSTEM VIA SILTPIT/S TO THE RBS REQUIREMENTS.
THE EXTERNAL FINISHED SURFACE SURROUNDING THEBUILDING MUST BE DRAINED TO MOVE SURFACE WATER AWAYFROM THE BUILDING AND GRADE TO PROVIDE A SLOPE NOTLESS THAN 50mm OVER THE FIRST 1000mm FROM THEBUILDING.
THE HEIGHT OF THE OVERFLOW RELIEF GULLY RELATIVE TODRAINAGE FITTINGS AND GROUND LEVEL MUST BE A MINIMUM OF 150mm BELOW THE LOWEST SANITARY FIXTURE.
CONNECT DOWNPIPES TO LEGAL POINT OF DISCHARGE VIA100mm DIAMETER UPVC STORMWATER PIPE LAID WITH AMINIMUM FALL OF 1:80, DISCHARGE TO THE SATISFACTION OFTHE RELEVANT AUTHORITY.
2 DOWNPIPES MAX. TO EACH 100mm STORMWATER PIPE,SUBSURFACE PIPES TO BE 100mm DIAMETER, ANY UNDERSLAB PIPING TO HAVE AN INSPECTION OPENING AT UPPER END, IT ISTO BE 100mm SEWER GRADE PIPING WITH NO JOINS UNDERSLAB.
2450
PITCH LINECEILING LEVEL
FLOOR LEVELGROUND LEVEL
ColourBond metal roofat 15.0º pitch
Selected 21-48 Panel Lift Door
Linea Cladding
90 X 90 Post
Pergola
Timber Screen Timber Screen
E L E V A T I O N 1SCALE: 1: 100 (A3)
AC Cladding
CLIENT :
DATE:
SITE: FloorGaragePorchPergola
DO NOT SCALE OFF. Written dimensions take precedence
SCALE: 1:100
TOTAL BUILDING :WIND SPEED: N3
General notes:
- concrete construction to comply with AS2870 AND AS3600 BCA - steel frame construction to comply with AS1684 -2006.- metal roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to complywith the provisions of Part 3.7.2 of the BCA.
- manhole position approx. only, determine on site.
- provide alcor barrier between lead flashing andzincalume valley gutter as required.
- keep hws 100 clear of walls.- protection of masonry wall ties to comply with the provisions of Part 3.3.3.2 of the BCA.
- protection of lintels in masonry to comply with theprovisions of Part 3.3.3.4 of the BCA.
- mechanical ventilation to internal wc to be ventedto external air via ducting in accordance with the provisions of part 3.8.5.0 of the BCA 1996.
SCALE: 1: 100
Main 3 Bed Unit
LOT 157 CORELLA STREET, LOWOODSP 264094
5/12/18
131.8 m238.0 m24.0 m228.7 m2
Floor2nd Unit
65.5 m2
Sub -Total Sub -Total202.5 m2 110.4 m2
312.9 m2
Rear Pergola 14.0 m2Rear Pergola 30.9 m2
Platinum Australia
Richard Pepi QBCC licence No. 1071125
DRAWN: BUILDER-DESIGNER : Platinum Australia
ENERGY EFFICIENCY NOTES:
24130
CLIENT :
DATE:
SITE: FloorGaragePorchPergola
DO NOT SCALE OFF. Written dimensions take precedence
SCALE: 1:100
TOTAL BUILDING :WIND SPEED: N3
General notes:
- concrete construction to comply with AS2870 AND AS3600 BCA - steel frame construction to comply with AS1684 -2006.- metal roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to complywith the provisions of Part 3.7.2 of the BCA.
- manhole position approx. only, determine on site.
- provide alcor barrier between lead flashing andzincalume valley gutter as required.
- keep hws 100 clear of walls.- protection of masonry wall ties to comply with the provisions of Part 3.3.3.2 of the BCA.
- protection of lintels in masonry to comply with theprovisions of Part 3.3.3.4 of the BCA.
- mechanical ventilation to internal wc to be ventedto external air via ducting in accordance with the provisions of part 3.8.5.0 of the BCA 1996.
F L O O R P L A NSCALE: 1: 100
Main 3 Bed Unit
CONSTRUCTION NOTES
LEGEND
CJ CONSTRUCTION JOINTDP DOWNPIPEMSD MIRROR SL DOORFW FLOOR WASTEEPS EXPANDED POLYSTYRENE FOAM (EPS) Sandwiched HWS 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-ROBEASD SLIDING GLASS DOORASW ALUMINIUM SLIDING WINDOWADH ALUM. DOUBLE HUNG WINDOWAAW ALUM. AWNING WINDOWALW ALUM. LOUVRE WINDOWBCA BUILDING CODE OF AUSTRALIAAS AUSTRALIAN STANDARDS
LOT 157 CORELLA STREET, LOWOODSP 264094
5/12/18
131.8 m238.0 m24.0 m228.7 m2
Floor2nd Unit
65.5 m2
Sub -Total Sub -Total202.5 m2 110.4 m2
312.9 m2
Window ScheduleNumber Qty Floor WidthHeight DescriptionW01 1 15002100 ALUMINIUM SLIDING WINDOW
Door ScheduleNumberD01
Qty Floor WidthHeight1 240021001 21001
ALUMINIUM SLIDING DOORDescription
D02
HINGED INTERNAL DOORD03D04
HINGED EXTERNAL DOOR9 1 8202100
D05 1 2100D06 4 1 2100
2
8202100
D07 2 1 17002100 ROBE VINYL SLIDING DOOR
2
D08 1800
W02 12002
2100 3000 2100 3000 1500 2600 4300
820
RAKED CEILING
RAKED CEILING
21-17 VINYL
21-1
5 AS
W
21-1
5 AS
W
820
12-15 ASW
820
21-17 VINYL
21-04 F
09 -15 ASW
720
820
720
21 -24 ASD
770
09 -1
5 AS
W
770
820
21 -24 ASD
09 -1
5 AS
W
820
6000 4800 950 1800 3000 3000
820
21 -18 ASD 06-06 ASW
770
770
09-12 ASW
820 820
820
21-18 VINYL
12-18 ASW 09-18 ASW
820
21 -1
8 A
SD
820
3090
4490
6370
3000
1695
0
ELEVATIONS
312
4
4400
1910
4000
1695
0
3000
6000
2070
1920
2100
900
3000
900
4400
1320
6000
3410
900
2380
530
2980
530
2310
600
1086
030
0021
0090
0
4400
4400
2310
3000
2790
530
900
280
2910
3090
1700
1810
2310
700
900
2620
1600
530
280
9090
9090
9090
9090
90
90
9028
0
2190 5280 4680 7500 4480
1910 10002100 2100 1910 1000 1500 600 1100 900
4810
2342011260
20370 3050
1800 19101000 1000 1910
909090909090
9090 280
Rear Pergola 14.0 m2Rear Pergola 30.9 m2
Platinum Australia
Richard Pepi QBCC licence No. 1071125
DRAWN: BUILDER-DESIGNER :
1. EXTERNAL WALLS = 90 mm
2. N3 WIND DESIGN SPEED
3. ALL INTERNAL DOORS 204O HT
4. WC DOOR TO HAVE EXTERNAL REMOVABLEHINGES IN ACCORDANCE WITH BCA-3.8.3.3
Platinum Australia
RH
towel rail
W01
W01
W02
15001 ALUMINIUM SLIDING WINDOW
W04
W03 2100 1 4001 FIXED GLASSW04 900 15001 ALUMINIUM SLIDING WINDOW
W03
W02
2
D01 D01
W04
3
W04
D02
1800 ALUMINIUM SLIDING DOOR
W05
W05 900 18001 ALUMINIUM SLIDING WINDOW1
W06
W06 1200 18001 ALUMINIUM SLIDING WINDOW1
W07
W07 900 12001 ALUMINIUM SLIDING WINDOW1
W08
W08 600 6001 ALUMINIUM SLIDING WINDOW1
D02
2
D03
D03
3
D04 D04 D04 D04
D04D04
D04D04
D04
D05
HINGED INTERNAL DOOR720
D05
HINGED INTERNAL DOOR770
D06 D06
D06
D06
D07 D07
ROBE VINYL SLIDING DOOR210012
D08
D0821-18 VINYL
D03
1. ALL SHOWER ROSES TO BE 'AAA' SHOWER ROSES
2. IF WATER PRESSURE T0 BUILDING EXCEEDS 500 kpa.PRESSURE LIMITING DEVICE TO BE INSTALLED.
3. MINIMW 4-STAR WELLS RATED TOILETS TO BE INSTALLED.
4. MINIMW 4-STAR WELLS RATED TAP'WARE FOR
5. KITCHEN SINKS, BATHROOM BASINS & LAUNDRY TROUGHS.
6. 250 LITRE RHEEM HOT WATER SYSTEM (OR SIMILAR)
7. MINIMUM 4-STAR MEPS RATED AIR CONDITIONERSTO BE INSTALLED (IF APPLICABLE)
8. 80% TOTAL ENCLOSED FLOOR AREA TO HAVEENERGY EFFICIENT GLOBES INSTALLED.
9. R1.5 WALL INSULATIONR5.0 CEILING INSULATION
PERGOLA
LOUNGE
KITCHENBED 1
LAUNDRYBED 3
PLAY ROOM / STUDY NOOK
BATH
BED 1BED 2
LOUNGE
KITCHENENTRY
ENTRY
GARAGE
PANTRY
PRIVATE SPACE
DINING
FRL 60/60/60
wm
BATH
WC
LINE
N W.I.R
ENSUITE
ALFRESCO
SCRE
EN
SCRE
EN
PORCH
FRL
60/6
0/60
PERGOLA
PERGOLA
ROBE900
900
shr
RH
towel rail
ROBE
BED 2
FR
12 -15 ASW
900
900
shr
21-1
5 VI
NYL
21-4
8 PA
NEL
LIFT
DO
OR
PERGOLA
FR
P
RH
900
900
shr
towe
l rai
l
wm LIN
LAUNDRY
ROBE
PRIVATE SPACE
PERGOLA
ROBE
CARPORT
MAIN UNIT 1
UNIT 2
ss
s
ss
s
ss
DPDP DP
DPDP
DP
DP TAP
TAP
TAP TAP
ENERGY EFFICIENCY NOTES:
E L E V A T I O N S
CONSTRUCTION NOTES
LEGEND
CJ CONSTRUCTION JOINTDP DOWNPIPEMSD MIRROR SL DOORFW FLOOR WASTEEPS EXPANDED POLYSTYRENE FOAM (EPS) Sandwiched HWS 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-ROBEASD SLIDING GLASS DOORASW ALUMINIUM SLIDING WINDOWADH ALUM. DOUBLE HUNG WINDOWAAW ALUM. AWNING WINDOWALW ALUM. LOUVRE WINDOWBCA BUILDING CODE OF AUSTRALIAAS AUSTRALIAN STANDARDS
1. EXTERNAL WALLS = 90 mm
2. N3 WIND DESIGN SPEED
3. ALL INTERNAL DOORS 204O HT
4. WC DOOR TO HAVE EXTERNAL REMOVABLEHINGES IN ACCORDANCE WITH BCA-3.8.3.3
2450
PITCH LINECEILING LEVEL
FLOOR LEVELGROUND LEVEL
10mm SUPERCEIL TO CEILINGS10mm PLASTERBOARD TO WALLS
COLOURBOND METAL ROOF
MANUFACTURERS SPECS TO BE DESIGNED BY ENGINEERROOF TRUSSES AT 900 CTRS FIXED TO
SLAB AND FOOTINGS TO ENGINEER'S DETAIL.POISONS TO A.S. 3660.1-2000 STANDARDS.
Anticon R5.0 Blanket insulation
Anticon R5.0 Blanket insulation
ColourBond metal roofat 15.0º pitch
aluminium framed slidingglass doors and windows
Selected 21-48 Panel Lift Door
AC Cladding
AC Cladding
Linea Cladding
90 X 90 Post
Pergola
Pergola
Pergola
90 X 90 Post90 X 90 Post
90 X 90 Post
Pergola Pergola
Timber Screen
Timber Screen Timber Screen
Timber Screen
90 X 90 Post
E L E V A T I O N 1SCALE: 1: 100 (A3)
E L E V A T I O N 2SCALE: 1: 100 (A3)
E L E V A T I O N 3SCALE: 1: 100 (A3)
E L E V A T I O N 4SCALE: 1: 100 (A3)
Pergola
AC Cladding
AC Cladding
1. ALL SHOWER ROSES TO BE 'AAA' SHOWER ROSES
2. IF WATER PRESSURE T0 BUILDING EXCEEDS 500 kpa.PRESSURE LIMITING DEVICE TO BE INSTALLED.
3. MINIMW 4-STAR WELLS RATED TOILETS TO BE INSTALLED.
4. MINIMW 4-STAR WELLS RATED TAP'WARE FOR
5. KITCHEN SINKS, BATHROOM BASINS & LAUNDRY TROUGHS.
6. 250 LITRE RHEEM HOT WATER SYSTEM (OR SIMILAR)
7. MINIMUM 4-STAR MEPS RATED AIR CONDITIONERSTO BE INSTALLED (IF APPLICABLE)
8. 80% TOTAL ENCLOSED FLOOR AREA TO HAVEENERGY EFFICIENT GLOBES INSTALLED.
9. R1.5 WALL INSULATIONR5.0 CEILING INSULATION
CLIENT :
DATE:
SITE: FloorGaragePorchPergola
DO NOT SCALE OFF. Written dimensions take precedence
SCALE: 1:100
TOTAL BUILDING :WIND SPEED: N3
General notes:
- concrete construction to comply with AS2870 AND AS3600 BCA - steel frame construction to comply with AS1684 -2006.- metal roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to complywith the provisions of Part 3.7.2 of the BCA.
- manhole position approx. only, determine on site.
- provide alcor barrier between lead flashing andzincalume valley gutter as required.
- keep hws 100 clear of walls.- protection of masonry wall ties to comply with the provisions of Part 3.3.3.2 of the BCA.
- protection of lintels in masonry to comply with theprovisions of Part 3.3.3.4 of the BCA.
- mechanical ventilation to internal wc to be ventedto external air via ducting in accordance with the provisions of part 3.8.5.0 of the BCA 1996.
SCALE: 1: 100
Main 3 Bed Unit
LOT 157 CORELLA STREET, LOWOODSP 264094
5/12/18
131.8 m238.0 m24.0 m228.7 m2
Floor2nd Unit
65.5 m2
Sub -Total Sub -Total202.5 m2 110.4 m2
312.9 m2
Rear Pergola 14.0 m2Rear Pergola 30.9 m2
Platinum Australia
Richard Pepi QBCC licence No. 1071125
DRAWN: BUILDER-DESIGNER : Platinum Australia
ENERGY EFFICIENCY NOTES:
CLIENT :
DATE:
SITE: FloorGaragePorchPergola
DO NOT SCALE OFF. Written dimensions take precedence
SCALE: 1:100
TOTAL BUILDING :WIND SPEED: N3
General notes:
- concrete construction to comply with AS2870 AND AS3600 BCA - steel frame construction to comply with AS1684 -2006.- metal roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to complywith the provisions of Part 3.7.2 of the BCA.
- manhole position approx. only, determine on site.
- provide alcor barrier between lead flashing andzincalume valley gutter as required.
- keep hws 100 clear of walls.- protection of masonry wall ties to comply with the provisions of Part 3.3.3.2 of the BCA.
- protection of lintels in masonry to comply with theprovisions of Part 3.3.3.4 of the BCA.
- mechanical ventilation to internal wc to be ventedto external air via ducting in accordance with the provisions of part 3.8.5.0 of the BCA 1996.
E L E C T R I C A L SCALE: 1: 100
Main 3 Bed Unit
dble g.p.o. 300 above floor levelsingle g.p.o. 300 above floor level
fluorescent light - 1200 single
light switch 1350 above floor levelfeature ceiling lightwall mounted lightdownlight
meter box
ceiling fanexhaust fan
telephone outlet 1650 above floor
rangehood g.p.o. 1650 a.f.l. if req'dmicrowave g.p.o. 1650 a.f.l. if req'd
telephone outlet 300 above floortelevision outlet
single g.p.o. 1050 above floor level
refridg. g.p.o. 1650 above floor
dble g.p.o. 1050 above floor level
garage d.g.p.o. 1350 above floor vanity d.g.p.o. 1100 above floor
RG
M
PP
H
TV
hot water servicesmoke detector
ceiling fan light
Ethernet datasplit air-conditioning g.p.o.
hws
s
15
CONSTRUCTION NOTES
LEGEND
CJ CONSTRUCTION JOINTDP DOWNPIPEMSD MIRROR SL DOORFW FLOOR WASTEEPS EXPANDED POLYSTYRENE FOAM (EPS) Sandwiched HWS 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-ROBEASD SLIDING GLASS DOORASW ALUMINIUM SLIDING WINDOWADH ALUM. DOUBLE HUNG WINDOWAAW ALUM. AWNING WINDOWALW ALUM. LOUVRE WINDOWBCA BUILDING CODE OF AUSTRALIAAS AUSTRALIAN STANDARDS
LOT 157 CORELLA STREET, LOWOODSP 264094
5/12/18
131.8 m238.0 m24.0 m228.7 m2
Floor2nd Unit
65.5 m2
Sub -Total Sub -Total202.5 m2 110.4 m2
312.9 m2
RAKED CEILING
RAKED CEILING
Rear Pergola 14.0 m2Rear Pergola 30.9 m2
Platinum Australia
Richard Pepi QBCC licence No. 1071125
DRAWN: BUILDER-DESIGNER :
1. EXTERNAL WALLS = 90 mm
2. N3 WIND DESIGN SPEED
3. ALL INTERNAL DOORS 204O HT
4. WC DOOR TO HAVE EXTERNAL REMOVABLEHINGES IN ACCORDANCE WITH BCA-3.8.3.3
Platinum Australia
G
R
R
M
H
TV
TV
TVTV
TVP
Phws
hws
1. ALL SHOWER ROSES TO BE 'AAA' SHOWER ROSES
2. IF WATER PRESSURE T0 BUILDING EXCEEDS 500 kpa.PRESSURE LIMITING DEVICE TO BE INSTALLED.
3. MINIMW 4-STAR WELLS RATED TOILETS TO BE INSTALLED.
4. MINIMW 4-STAR WELLS RATED TAP'WARE FOR
5. KITCHEN SINKS, BATHROOM BASINS & LAUNDRY TROUGHS.
6. 250 LITRE RHEEM HOT WATER SYSTEM (OR SIMILAR)
7. MINIMUM 4-STAR MEPS RATED AIR CONDITIONERSTO BE INSTALLED (IF APPLICABLE)
8. 80% TOTAL ENCLOSED FLOOR AREA TO HAVEENERGY EFFICIENT GLOBES INSTALLED.
9. R1.5 WALL INSULATIONR5.0 CEILING INSULATION
PERGOLA
LOUNGE
KITCHENBED 1
LAUNDRYBED 3
PLAY ROOM / STUDY NOOK
BATH
BED 1BED 2
LOUNGE
KITCHENENTRY
ENTRY
GARAGE
PANTRY
PRIVATE SPACE
DINING
FRL 60/60/60
wm
BATH
WC
LINE
N W.I.R
ENSUITE
ALFRESCO
SCRE
EN
SCRE
EN
PORCH
FRL
60/6
0/60
PERGOLA
PERGOLA
ROBE900
900
shr
RH
towel rail
ROBE
BED 2
FR
12 -15 ASW
900
900
shr
21-1
5 VI
NYL
21-4
8 PA
NEL
LIFT
DO
OR
PERGOLA
FR
P
RH
900
900
shr
towe
l rai
l
wm LIN
LAUNDRY
ROBE
PRIVATE SPACE
PERGOLA
ROBE
CARPORT
MAIN UNIT 1
UNIT 2
ss
s
ss
s
ss
DPDP DP
DPDP
DP
DP TAP
TAP
TAP TAP
CLIENT :
DATE:
SITE: FloorGaragePorchPergola
DO NOT SCALE OFF. Written dimensions take precedence
SCALE: 1:100
TOTAL BUILDING :WIND SPEED: N3
General notes:
- concrete construction to comply with AS2870 AND AS3600 BCA - steel frame construction to comply with AS1684 -2006.- metal roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to complywith the provisions of Part 3.7.2 of the BCA.
- manhole position approx. only, determine on site.
- provide alcor barrier between lead flashing andzincalume valley gutter as required.
- keep hws 100 clear of walls.- protection of masonry wall ties to comply with the provisions of Part 3.3.3.2 of the BCA.
- protection of lintels in masonry to comply with theprovisions of Part 3.3.3.4 of the BCA.
- mechanical ventilation to internal wc to be ventedto external air via ducting in accordance with the provisions of part 3.8.5.0 of the BCA 1996.
SCALE: 1: 100
Main 3 Bed Unit
LOT 157 CORELLA STREET, LOWOODSP 264094
5/12/18
131.8 m238.0 m24.0 m228.7 m2
Floor2nd Unit
65.5 m2
Sub -Total Sub -Total202.5 m2 110.4 m2
312.9 m2
PERGOLA
LOUNGE
KITCHENBED 1
LAUNDRYBED 3
PLAY ROOM / STUDY NOOK
BATH
BED 1BED 2
LOUNGE
KITCHEN
ENTRY
ENTRY
GARAGE
PANTRY
PRIVATE SPACE
DINING
FRL 60/60/60
wm
BATH
WC
LINE
N W.I.R
ENSUITE
ALFRESCO
SCRE
EN
SCRE
EN
PORCH
FRL
60/6
0/60
PERGOLA
PERGOLA
ROBE
RAKED CEILING
RAKED CEILING
900
900
shr
RH
towel rail
ROBE
BED 2
FR
12 -15 ASW
900
900
shr
21-1
5 VI
NYL
21-4
8 PA
NEL
LIFT
DO
OR
PERGOLA
FR
P
RH
900
900
shr
towe
l rai
l
wm LIN
LAUNDRY
ROBE
PRIVATE SPACE
PERGOLA
ROBE
CARPORT
Rear Pergola 14.0 m2Rear Pergola 30.9 m2
Platinum Australia
Richard Pepi QBCC licence No. 1071125
DRAWN: BUILDER-DESIGNER : Platinum Australia
MAIN UNIT 1
UNIT 2
ss
s
ss
s
ss
DPDP DP
DPDP
DP
DP TAP
TAP
TAP TAP
W I N D B R A C I N G
USE THESE DRAWINGS IN CONJUNCTION WITH STELL FRAMEMANUFACTURERS SPECIFICATIONS AND STRUCTURAL ENGINEERSDESIGNS AND DETAILS
STEEL FRAMED DWELLING
A1
0
50.6 kN
51.0 KN
51.0
resistance required
resistance gaineddire
ctio
n b
A2
10 5.10
96.9 KN
92.6 kN
sub total
96.9
total
resistance required
resistance gained
dire
ctio
n a
pane
l
B1
B2
K-Brace
no. o
ff
450 2.2 kN
19
0
wind bracing - N3
K-Brace D-Brace D-Brace
6002.6 kN
and9004.25 kN
12005.10 kN
5.10
2.6
A2-1.2D-Brace
A2-1.2D-Brace
A2-1.2D-Brace
A2-1.2D-Brace
A2-1.2D-Brace
A2-1.2D-Brace
A2-1.2D-Brace
A2-1.2D-Brace
A2-1.2D-Brace
A2-1.2D-Brace A2-1.2
D-Brace
A2-1.2D-Brace
A2-1.2D-Brace
A2-1.2D-Brace
A2-1.2D-Brace
2400
2700
BOTTOM PLATEG550 Z200 STEEL
1200
900
NOTES: STEEL BRACE AS PER STEEL MANUAL
TIE DOWN TO FLOORREFER TIE DOWN NOTES
G550 Z200 STEEL RIBBON PLATE
D BRACEG550 Z200 STEEL TOP PLATE
G550 Z200 STEELSTUDS AT 600 CRS
NOTES: STEEL BRACE AS PER STEEL MANUAL
TIE DOWN TO FLOORREFER TIE DOWN NOTES
BOTTOM PLATEG550 Z200 STEEL
G550 Z200 STEELSTUDS AT 600 CRS
2400
2700
600
450
G550 Z200 STEEL TOP PLATE
G550 Z200 STEEL RIBBON PLATE
K BRACE
A2-1.2D-Brace
A2-1.2D-Brace
A2-1.2D-Brace
A2-1.2D-Brace
D-Br
ace
B2-1
.2
D-Br
ace
B2-1
.2
D-Br
ace
B2-1
.2
D-Br
ace
B2-1
.2
D-Br
ace
B2-1
.2
D-Br
ace
B2-1
.2
D-Br
ace
B2-1
.2
D-Br
ace
B2-1
.2
D-Br
ace
B2-1
.2
D-Br
ace
B2-1
.2
45º orless
bend to side oftop plate (if nec.)fix with 2 nails toside and 3 nailsunder plate.
SPEEDBRACE DETAIL
bracing at (approx). 30º towall top plate when viewed on plan
speedbrace
battens cont.in the areawhereverpossible
SPEEDBRACESPEEDBRACE
SPEEDBRACE
SPEEDBRACE
& WORKMANSHIP TO COMPLY WITH THEBUILDING CODE OF AUSTRALIA AND THE RELEVANT
ALL CONSTRUCTION METHODS, MATERIALS
STEEL SCHEDULE
AS NOTED ON ELEVATION PLANSAS NOTED ON ELEVATION PLANS
AS NOTED ON ELEVATION PLANS
METAL. SPACED AT 900 CTRSSPACED AT 600 CTRS TO MANUFACTURER'SDESIGN AND SPECIFICATION
STEEL FRAME 0.78mm THICK EXT. WALL & INT. WALLSPACED AT 600 CTRS WITH 1 ROW NOGGINGG550 Z200 75x50x0.75G550 Z200 75x50x0.75G550 Z200 0.75 STUDS AT 600CRS1 ROWG550 Z200 0.75 BOXED STUDS
STANDARD DETAILS
2401 & OVER
TIE DOWN FIXINGS N3
ALL STEEL FRAMING TO COMPLY WITH AS 3623-1999. ALLBRACING AND TIE-DOWN OF FRAMING TO COMPLY WITH AS1170.2-1999.
HD BOLTS- M12x75mm SCREWBOLTS @ MAX 1200CRS.REQ'D AT EACH SIDE OF OPENING & AT EACH END OF BRACE
TRUSSES TO BEAR WITHIN 50mm OF VERTICALS FORLINTEL TOP PLATE. TRUSSES OUTSIDE OF THIS LIMITWILL REQUIRE THE FIXING OF STIFFENING NOGGING.
NOTES: STEEL BRACE AS PER STEEL MANUAL
TIE DOWN TO FLOORREFER TIE DOWN NOTES
BOTTOM PLATEG550 Z200 STEEL
G550 Z200 STEELSTUDS AT 600 CRS
TRADAC MANUAL IN GENERAL REFER TABLE 2.5 NOMINAL FIXINGS FOR STEEL MEMBERS
D BRACE
900
4.25kN
3.30kN
2400
2700
600
450
GENERAL NOTES
G550 Z200 STEEL TOP PLATE
G550 Z200 STEEL RIBBON PLATE
K BRACE
HEIGHT
2700
2400
K BRACE
600450
2.2kN
1.6kN
2.6kN
2.0kN
SUPPORTGIRDERTRUSSES
2400
2700
BOTTOM PLATEG550 Z200 STEEL
TRADAC MANUAL
3 STUDS4 STUDS
GIRDER
CONNECTIONSTRUSSESSTUDS TO PLATES
1200
900
NOTES: STEEL BRACE AS PER STEEL MANUAL
TIE DOWN TO FLOORREFER TIE DOWN NOTES
GENERAL
ROOF PITCH:ROOF TYPE:
ROOF TYPE:
BATTENS:TRUSSES:
WALL FRAMING:
TOP PLATES:BOTTOM PLATE:STUDS:NOGGING:RIBBON PLATE:
MEMBER
TRUSSES:
LINTELS:0000-18001801-2400
PLATES G550 Z200TOPBOTTOMSTUDS G550 Z200COMMON STUD
1501-24000000-1500JAMB
STUDS
2 STUDS
G550 Z200 STEEL RIBBON PLATE
D BRACEG550 Z200 STEEL TOP PLATE
G550 Z200 STEELSTUDS AT 600 CRS
1200
5.10kN
4.00kN
55msq80msq
27msq40msq
0.75 STUD 600CRS1 ROW OF NOGGING
0.75 STUD 600CRS1 ROW OF NOGGING
4 SCREWS 2 SCREWS2 SCREWS2 SCREWS
TILE ROOFSHEET ROOF
600 / 900 600 / 900
STANDARDGUSSETED
75x50x0.7575x50x0.75
2 STUDS 2 STUDS3 STUDS 3 STUDS
TO SPECIFICATION TO SPECIFICATION40msq 20msq
SCALE: 1: 100 (A3)
S T E E LT I E - D O W N
CLIENT :
DATE:
SITE: FloorGaragePorchPergola
DO NOT SCALE OFF. Written dimensions take precedence
SCALE: 1:100
TOTAL BUILDING :WIND SPEED: N3
General notes:
- concrete construction to comply with AS2870 AND AS3600 BCA - steel frame construction to comply with AS1684 -2006.- metal roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to complywith the provisions of Part 3.7.2 of the BCA.
- manhole position approx. only, determine on site.
- provide alcor barrier between lead flashing andzincalume valley gutter as required.
- keep hws 100 clear of walls.- protection of masonry wall ties to comply with the provisions of Part 3.3.3.2 of the BCA.
- protection of lintels in masonry to comply with theprovisions of Part 3.3.3.4 of the BCA.
- mechanical ventilation to internal wc to be ventedto external air via ducting in accordance with the provisions of part 3.8.5.0 of the BCA 1996.
SCALE: 1: 100
Main 3 Bed Unit
LOT 157 CORELLA STREET, LOWOODSP 264094
5/12/18
131.8 m238.0 m24.0 m228.7 m2
Floor2nd Unit
65.5 m2
Sub -Total Sub -Total202.5 m2 110.4 m2
312.9 m2
Rear Pergola 14.0 m2Rear Pergola 30.9 m2
Platinum Australia
Richard Pepi QBCC licence No. 1071125
DRAWN: BUILDER-DESIGNER : Platinum Australia
CLIENT :
DATE:
SITE: FloorGaragePorchPergola
DO NOT SCALE OFF. Written dimensions take precedence
SCALE: 1:100
TOTAL BUILDING :WIND SPEED: N3
General notes:
- concrete construction to comply with AS2870 AND AS3600 BCA - steel frame construction to comply with AS1684 -2006.- metal roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to complywith the provisions of Part 3.7.2 of the BCA.
- manhole position approx. only, determine on site.
- provide alcor barrier between lead flashing andzincalume valley gutter as required.
- keep hws 100 clear of walls.- protection of masonry wall ties to comply with the provisions of Part 3.3.3.2 of the BCA.
- protection of lintels in masonry to comply with theprovisions of Part 3.3.3.4 of the BCA.
- mechanical ventilation to internal wc to be ventedto external air via ducting in accordance with the provisions of part 3.8.5.0 of the BCA 1996.
SCALE: 1: 100
Main 3 Bed Unit
LOT 157 CORELLA STREET, LOWOODSP 264094
5/12/18
131.8 m238.0 m24.0 m228.7 m2
Floor2nd Unit
65.5 m2
Sub -Total Sub -Total202.5 m2 110.4 m2
312.9 m2
Rear Pergola 14.0 m2Rear Pergola 30.9 m2
Platinum Australia
Richard Pepi QBCC licence No. 1071125
DRAWN: BUILDER-DESIGNER : Platinum Australia
PORCH
GARAGE
PATIO
PATIO
F O O T I N G & S L A B P L A N
SL82 MESH
50mm bedding sand
approved vapourbarrier slab level
pad level3 N12 BARS BOTTOM
300
DIA
Bored Piers 600 Deep Min into Natural Ground
SLAB THICKENING ( S.T.1. )SCALE: 1: 50 60
0
450
EB1 DENOTES 350w x 450d Edge Beamwith 3/N12 Top & Btm
ST1 DENOTES 300w x 300d Slab Thickeningwith 3/F11TM Btm
BP1 DENOTES 450 dia Mass ConcreteBored Piers 600 Deep Min into Natural Ground
flashing
note: termite protectionto as3660.1
SL82 MESH
STEEL FRAME
50mm bedding sand
approved vapourbarrier slab level
pad level
DIA
3 N12 BARSTOP AND BTM
Bored Piers 600 Deep Min into Natural GroundEDGE BEAM 2 ( E.B.2. )
SCALE: 1: 50
600
450
450
24130
710 6090 14280 3050
24130
44807500468052802190
166607470
1386
0
1386
0
4490
6370
3000
900
2100
600
1920
2250
6090
1086
0
SLOPE 1:150 FALL
SLOPE 1:150 FALL
SLOPE 1:150 FALL
SLOPE 1:150 FALL
SLOPE 1:150 FALL
SLOPE 1:150 FALLBP1IN12 L-BARTOP & BOTTOM600 x 600 LEGS
BEAM CORNER DETAILSCALE: 1: 50
OVERLAPTRENCH MESHFULL WIDTH
2N12 L-BARTOP & BOTTOM600 x 600 LEGS
BEAM T-INTERSECTION DETAILSCALE: 1: 50
OVERLAPTRENCH MESHFULL WIDTH
PROVIDE2N12STARTERBARS FROMSF TO 1B
100 THICK GARAGE SLABSL82 MESH 30 TOP COVER
100 THICK GARAGE SLABSL82 MESH 30 TOP COVER
EB1EB1
EB1 EB1
EB1
EB1
EB1
BP1 BP1BP1
BP1BP1
BP1 BP1
BP1 BP1BP1
BP1BP1
BP1
BP1BP1
BP1
ST1
ST1
ST1
ST1
ST1
ST1
ST1
ST1
ST1
ST1
ST1
ST1
ST1
50 mm STEP DOWN
50 mm STEP DOWN
50 mm STEP DOWN
1. SCRAPE AWAY VEGETATION & CUT & FILLTO PROVIDE A LEVEL BUILDING PLATFORM.
2. FLOOR SLAB TO BE IN ACCORDANCE WITHENGINEERS DRAWINGS & DETAILS.
3. TERMITE PROTECTION IS A VISUAL BARRIER SYSTEM WITH APPROVED COLLARS AT PENETRATIONS IN ACCORDANCE WITH AS.3600.1 - 2000
4. THIS SITE PLAN IS A TRANSCRIPTION OF THEORIGINAL CONTOUR SURVEY & THE BUILDER IS TO VERIFY ALL INFORMATION CONTAINEDHEREON PRIOR TO SITE START.
5. THE DRIVEWAY & PATH SHOWN ON PLAN IS THESUGGESTED LAYOUT - AREA AS SHOWN ON PLAN.
1. Services have been plotted from records of relevant authorities where available. Prior to anyexcavation or construction on site, the relevantautjority should be contacted for possible locationof further underground services.2. All household sewerage and waste to bedischarged to sewer system.3. Stormwater & roof water to be connected tolegal point of discharge in accordance with Pt3BCA Vol 2 and local authorities requirements.Approval to be obtained from local authority priorto work commencing.4. Grade soil away from perimetre of building toprevent ponding. 1:20 minimum fall. Surface waterto be chanelled to legal point of discharge i.e. yardgully grate or similar.5. Downpipes to be 12m maximum spacing andadjacent to valley intersections.
1. FINISHED SURFACE TO BE GRADED AWAY FROM HOUSE AT MIN. OF 1:20 FOR AT LEAST 1 METRE.
2. SURFACE WATER TO BE CHANNELLED TO COUNCIL STORMWATER DRAINAGE SYSTEM.
3. ROOFWATER TO BE PIPED VIA 100mm DIA.PVC PIPE TO COUNCIL S/WATER DRAINAGE SYSTEM.
4. ROOF & SURFACE WATER TO COMPLY WITH COUNCIL PLUMBING AND DRAINAGE SERVICES CONDITIONS OF APPROVAL.
Approval for legal point of discharge to beobtained from Local Authority prior to workcommencing. Discharge is proposed to:
- Kerb & Channel- Rubble pit to Council requirements- Inter allotment drainage- Stormwater service main- Canal, river- Water tank: Refer to & comply withPart 4 Section 16 of conditions attached
- To council approval ref No.- Other
DOWNPIPES TO BE MAXIMUM 12M SPACING ANDADJACENT TO ALL VALLEY INTERSECTIONS.
DRAINAGE TO BE IN ACCORDANCE WITH PART 3OF THE BCA. POINT OF DISCHARGE TO MEETLOCAL AUTHORITY REQUIREMENTS.
Owner / applicant / builder to ensure no storm water run off.
1. occurs onto adjoining properties.2. occurs back onto any structures.3. is allowed to pond under sub floor areas.
Unhindered flow across these areas must be maintained.
The title boundaries shown hereon were not marked at the time of survey and have been determined by plan dimensions only and not by field survey. Services shown hereon have been located where possible by field survey.
If not able to be so located, services have beenplotted from the records of relevant authorities where available and have been noted accordingly on the plan. Wheresuch records do not exist or are inadequate a notationhas been made hereon.
Prior to any demolition, excavation or construction on the site, the relevant authority should be contacted for possible location of further underground services and detailed locations of all services.
TITLE BOUNDARIES SERVICES DRAINAGE NOTESGENERAL NOTES
S I T E P L A N
CLIENT :
DO NOT SCALE OFF. Written dimensions take precedence
SCALE: 1:200
General notes:
- concrete construction to comply with AS2870 AND AS3600 BCA - steel frame construction to comply with AS1684 -2006.- metal roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to complywith the provisions of Part 3.7.2 of the BCA.
- manhole position approx. only, determine on site.
- provide alcor barrier between lead flashing andzincalume valley gutter as required.
- keep hws 100 clear of walls.- protection of masonry wall ties to comply with the provisions of Part 3.3.3.2 of the BCA.
- protection of lintels in masonry to comply with theprovisions of Part 3.3.3.4 of the BCA.
- mechanical ventilation to internal wc to be ventedto external air via ducting in accordance with the provisions of part 3.8.5.0 of the BCA 1996.
SCALE: 1: 200
STORM WATER RUN OFF
STORMWATER REQUIREMENTS
DOWNPIPES
1. Written dimensions take precedence over scale.2. Builder to verify all boundry clearances and siteset-out dimensions prior to commencement ofconstruction.3. levels & contours are based on assumeddatum. Prior to construction the relevant authorityshould be contacted for possible minimum floorlevel requirements and flood information.4. This site plan is based on a disclosure plan.Therefore the floor level is subject to change.Additional site survey must be taken to confirmthe required bench level.5. Retaining walls greater than 1m high (cut or fill)are required to be engineer designed & certified prior to building approval. Retaining walls are closer than1500mm from boundary require a building relaxation(fill side only).6. Batters to comply appropriate soil classficationdescribed in table 3.1.1.1. BCA Vol 2.7. Engineer to provide design to address footingsif built in close proximity to sewer, stormwater oreasements.8. Vehicular cross-over to be constructed as perlocal council requirements and/or approval.9. Driveways, paths & patios to have exposedaggregate finish unless otherwise noted.
SITE NOTES
SITE:
WIND SPEED: N3
DATE:
FloorGaragePorchPergola
TOTAL BUILDING :
Main 3 Bed Unit
LOT 157 CORELLA STREET, LOWOODSP 264094
5/12/18
131.8 m238.0 m24.0 m228.7 m2
Floor2nd Unit
65.5 m2
Sub -Total Sub -Total202.5 m2 110.4 m2
312.9 m2
Rear Pergola 14.0 m2Rear Pergola 30.9 m2
Platinum Australia
Richard Pepi QBCC licence No. 1071125
DRAWN: BUILDER-DESIGNER : Platinum Australia
C O
R E
L L
A
S T
R E
E T
SITE AREA: 807.0 m2FLOOR : 312.9 m2 ( 38.77 %)
N
6000
3590
PERGOLA
LOUNGE
KITCHENBED 1
LAUNDRYBED 3
PLAY ROOM / STUDY NOOK
BATH
BED 1BED 2
LOUNGE
KITCHENENTRY
ENTRY
GARAGE
PANTRY
PRIVATE SPACE
DINING
FRL 60/60/60
wm
BATH
WC
LINE
N W.I.R
ENSUITE
ALFRESCO
SCRE
EN
SCRE
EN
PORCH
FRL
60/6
0/60
PERGOLA
PERGOLA
ROBE
RAKED CEILING
RAKED CEILING
900
900
shr
RH
towel rail
ROBE
BED 2
FR
12 -15 ASW
900
900
shr
21-1
5 VI
NYL
21-4
8 PA
NEL
LIFT
DO
OR
PERGOLA
FR
P
RH
900
900
shr
towe
l rai
l
wm LIN
LAUNDRY
ROBE
PRIVATE SPACE
PERGOLA
ROBE
CARPORT
MAIN UNIT 1
UNIT 2
ss
s
ss
s
ss
DPDP DP
DPDP
DP
DP TAP
TAP
TAP TAP
STORM WATER
STORM WATER
DRIVEWAY
EXPOSEDAGG
3000
SEDIMENT FENCE DETAILSMATERIALSFABRIC: POLYPROPYLENE, POLYAMIDE,NYLON, POLYESTER, OR POLYETHYLENEWOVEN OR NON-WOVEN FABRIC, AT LEAST700mm IN WIDTH AND A MINIMUM UNIT WEIGHTOF 140GSM. ALL FABRICS TO CONTAINULTRAVIOLET INHIBITORS AND STABILISERSTO PROVIDE A MINIMUM OF 6 MONTHS OFUSEABLE CONSTRUCTION LIFE (ULTRAVIOLETSTABILITY EXCEEDING 70%)
FABRIC REINFORCEMENT: WIRE OR STEELMESH MINIMUM 14-GAUGE WITH A MAXIMUMMESH SPACING OF 200mm
SUPPORT POSTS/STAKES: 1500mm2 (MIN)HARDWOOD, 2500mm2 (MIN) SOFTWOOD, OR1.5kg/m (MIN) STEEL STAR PICKETS SUITABLEFOR ATTACHING FABRIC.
INSTALLATION
1. REFER TO APPROVED PLANS FOR LOCATION,EXTENT, AND REQUIRED TYPE OF FABRIC (IFSPECIFIED). IF THERE ARE QUESTIONS ORPROBLEMS WITH THE LOCATION, EXTENT,FABRIC TYPE, OR METHOD OF INSTALLATIONCONTACT THE ENGINEER OR RESPONSIBLEON-SITE OFFICER FOR ASSISTANCE.
2. TO THE MAXIMUM DEGREE PRACTICAL, ANDWHERE THE PLANS ALLOW, ENSURE THEFENCE IS LOCATED:(i) TOTALLY WITHIN THE PROPERTYBOUNDARIES;(ii) ALONG A LINE OF CONSTANT ELEVATIONWHEREVER PRACTICAL;(iii) AT LEAST 2m FROM THE TOE OF ANYFILLING OPERATIONS THAT MAY RESULT INSHIFTING SOIL/FILL DAMAGING THE FENCE.
3. INSTALL RETURNS WITHIN THE FENCE ATMAXIMUM 20m INTERVALS IF THE FENCE ISINSTALLED ALONG THE CONTOUR, OR 5 TO10m MAXIMUM SPACING (DEPENDING ONSLOPE) IF THE FENCE IS INSTALLED AT ANANGLE TO THE CONTOUR. THE ‘RETURNS’SHALL CONSIST OF EITHER:(i) V-SHAPED SECTION EXTENDING AT LEAST1.5m UP THE SLOPE; OR(ii) SANDBAG OR ROCK/AGGREGATE CHECK DAM A MINIMUM 1/3 AND MAXIMUM 1/2 FENCE HEIGHT, AND EXTENDING AT LEAST 1.5m UP THE SLOPE.
4. ENSURE THE EXTREME ENDS OF THEFENCE ARE TURNED UP THE SLOPE AT LEAST1.5m, OR AS NECESSARY, TO MINIMISE WATERBYPASSING AROUND THE FENCE.
5. ENSURE THE SEDIMENT FENCE ISINSTALLED IN A MANNER THAT AVOIDS THECONCENTRATION OF FLOW ALONG THEFENCE, AND THE UNDESIRABLE DISCHARGEOF WATER AROUND THE ENDS OF THE FENCE.
6. IF THE SEDIMENT FENCE IS TO BEINSTALLED ALONG THE EDGE OF EXISTINGTREES, ENSURE CARE IS TAKEN TO PROTECTTHE TREES AND THEIR ROOT SYSTEMSDURING INSTALLATION OF THE FENCE. DONOT ATTACH THE FABRIC TO THE TREES.
7. UNLESS DIRECTED BY THE SITESUPERVISOR OR THE APPROVED PLANS,EXCAVATE A 200mm WIDE BY 200mm DEEPTRENCH ALONG THE PROPOSED FENCE LINE,PLACING THE EXCAVATED MATERIAL ON THEUP-SLOPE SIDE OF THE TRENCH.
8. ALONG THE LOWER SIDE OF THE TRENCH,APPROPRIATELY SECURE THE STAKES INTOTHE GROUND SPACED NO GREATER THAN 3mIF SUPPORTED BY A TOP SUPPORT WIRE ORWEIR MESH BACKING, OTHERWISE NOGREATER THAN 2m.
9. IF SPECIFIED, SECURELY ATTACH THESUPPORT WIRE OR MESH TO THE UP-SLOPESIDE OF THE STAKES WITH THE MESHEXTENDING AT LEAST 200mm INTO THEEXCAVATED TRENCH. ENSURE THE MESH ANDFABRIC IS ATTACHED TO THE UP-SLOPE SIDEOF THE STAKES EVEN WHEN DIRECTING AFENCE AROUND A CORNER OR SHARPCHANGE OF DIRECTION.
10. WHEREVER POSSIBLE, CONSTRUCT THESEDIMENT FENCE FROM A CONTINUOUS ROLLOF FABRIC. TO JOIN FABRIC EITHER:(i) ATTACH EACH END TO TWO OVERLAPPINGSTAKES WITH THE FABRIC FOLDING AROUNDTHE ASSOCIATED STAKE ONE TURN, AND WITHTHE TWO STAKES TIED TOGETHER WITH WIRE;OR(ii) OVERLAP THE FABRIC TO THE NEXTADJACENT SUPPORT POST.
11. SECURELY ATTACH THE FABRIC TO THESUPPORT POSTS USING 25 X 12.5mm STAPLES,OR TIE WIRE AT MAXIMUM 150mm SPACING.
12. SECURELY ATTACH THE FABRIC TO THESUPPORT WIRE/MESH (IF ANY) AT A MAXIMUMSPACING OF 1m.
13. ENSURE THE COMPLETED SEDIMENTFENCE IS AT LEAST 450mm, BUT NOT MORETHAN 700mm HIGH. IF A SPILL-THOUGH WEIRIS INSTALLED, ENSURE THE CREST OF THEWEIR IS AT LEAST 300mm ABOVE GROUNDLEVEL.
14. BACKFILL THE TRENCH AND TAMP THE FILLTO FIRMLY ANCHOR THE BOTTOM OF THEFABRIC AND MESH TO PREVENT WATER FROMFLOWING UNDER THE FENCE.
ADDITIONAL REQUIREMENTS FOR THEINSTALLATION OF A SPILL-THROUGH WEIR
1. LOCATE THE SPILL-THROUGH WEIR SUCHTHAT THE WEIR CREST WILL BE LOWER THANTHE GROUND LEVEL AT EACH END OF THEFENCE.
2. ENSURE THE CREST OF THESPILL-THROUGH WEIR IS AT LEAST 300mm THEGROUND ELEVATION.
3. SECURELY TIE A HORIZONTAL CROSSMEMBER (WEIR) TO THE SUPPORT POSTS/STAKES EACH SIDE OF THE WEIR. CUT THEFABRIC DOWN THE SIDE OF EACH POST ANDFOLD THE FABRIC OVER THE CROSS MEMBERAND APPROPRIATELY SECURE THE FABRIC.
4. INSTALL A SUITABLE SPLASH PAD AND/ORCHUTE IMMEDIATELY DOWN-SLOPE OF THESPILL-THROUGH WEIR TO CONTROL SOILEROSION AND APPROPRIATELY DISCHARGETHE CONCENTRATED FLOW PASSING OVERTHE WEIR.
MAINTENANCE
1. INSPECT THE SEDIMENT FENCE AT LEASTWEEKLY AND AFTER ANY SIGNIFICANT RAIN.MAKE NECESSARY REPAIRS IMMEDIATELY.
2. REPAIR ANY TORN SECTIONS WITH ACONTINUOUS PIECE OF FABRIC FROM POSTTO POST.
3. WHEN MAKING REPAIRS, ALWAYS RESTORETHE SYSTEM TO ITS ORIGINALCONFIGURATION UNLESS AN AMENDEDLAYOUT IS REQUIRED OR SPECIFIED.
4. IF THE FENCE IS SAGGING BETWEENSTAKES, INSTALL ADDITIONAL SUPPORTPOSTS.
5. REMOVE ACCUMULATED SEDIMENT IF THESEDIMENT DEPOSIT EXCEEDS A DEPTH OF 1/3THE HEIGHT OF THE FENCE.
6. DISPOSE OF SEDIMENT IN A SUITABLEMANNER THAT WILL NOT CAUSE AN EROSIONOR POLLUTION HAZARD.
7. REPLACE THE FABRIC IF THE SERVICE LIFEOF THE EXISTING FABRIC EXCEEDS6-MONTHS.
REMOVAL
1. WHEN DISTURBED AREAS UP-SLOPE OF THESEDIMENT FENCE ARE SUFFICIENTLYSTABILISED TO RESTRAIN EROSION, THEFENCE MUST BE REMOVED.
2. REMOVE MATERIALS AND COLLECTEDSEDIMENT AND DISPOSE OF IN A SUITABLEMANNER THAT WILL NOT CAUSE AN EROSIONOR POLLUTION HAZARD.
3. REHABILITATE/REVEGETATE THEDISTURBED GROUND AS NECESSARY TOMINIMISE THE EROSION HAZARD.
SEDIMENT FENCE DETAILS
CLIENT :
DATE:
SITE: FloorGaragePorchPergola
DO NOT SCALE OFF. Written dimensions take precedence
SCALE: 1:100
TOTAL BUILDING :WIND SPEED: N3
General notes:
- concrete construction to comply with AS2870 AND AS3600 BCA - steel frame construction to comply with AS1684 -2006.- metal roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to complywith the provisions of Part 3.7.2 of the BCA.
- manhole position approx. only, determine on site.
- provide alcor barrier between lead flashing andzincalume valley gutter as required.
- keep hws 100 clear of walls.- protection of masonry wall ties to comply with the provisions of Part 3.3.3.2 of the BCA.
- protection of lintels in masonry to comply with theprovisions of Part 3.3.3.4 of the BCA.
- mechanical ventilation to internal wc to be ventedto external air via ducting in accordance with the provisions of part 3.8.5.0 of the BCA 1996.
SCALE: 1: 100
Main 3 Bed Unit
LOT 157 CORELLA STREET, LOWOODSP 264094
5/12/18
131.8 m238.0 m24.0 m228.7 m2
Floor2nd Unit
65.5 m2
Sub -Total Sub -Total202.5 m2 110.4 m2
312.9 m2
Rear Pergola 14.0 m2Rear Pergola 30.9 m2
Platinum Australia
Richard Pepi QBCC licence No. 1071125
DRAWN: BUILDER-DESIGNER : Platinum Australia
W O R K P L A C E N O T E S
WORKPLACE HEALTH AND SAFETY1. FALLS. SLIPS. TRIPS
3) WORKING AT HEIGHTSDURING CONSTRUCTION
Wherever possible, components for this building should be prefabricated off-site or at ground level tominimise the risk of workers falling more than two metres. However. construction of this building willrequire workers to be working at heights where a fall in excess of two metres is possible and injuryis likely to result from such a fall. The builder should provide a suitable barrier wherever a person isrequired to work in a situation where falling more than two metres is a possibility.
DURING OPERATION OR MAINTENANCE
For houses or other low-rise buildings where scaffolding is appropriate:
Cleaning and maintenance of windows. walls, root or other components of this building will requirepersons to be situated where a fall from a height in excess of two metres is possible. Where thistype of activity is required. scaffolding, ladders or trestles should be used in accordance with relevantcodes of practice, regulations or legislation.
For buildings where scaffold, ladders. trestles are not appropriate:
Cleaning and maintenance of windows, walls, roof or other components of this building will requirepersons to be situated where a fall from a height in excess of two metres is possible. Where thistype of activity is required. scaffolding. fall barriers or Personal Protective Equipment (PPE) should beused in accordance with relevant codes of practice. regulations or legislation.
b) SLIPPERY OR UNEVEN SURFACESFLOOR FINISHES Specified
If ?nishes have been specified by designer. these 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 speci?ed 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.
FLOOR FINISHES By Owner
If designer has not not been involved in the selection of surface finishes. the owner is responsiblefor the selection of surface ?nishes 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 whichmay be a hazard to workers carrying objects or otherwise occupied. Steps should be clearly markedwith 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 toareas where maintenance is routinely carried out to ensure that surfaces have not moved or crackedso that they become uneven and present a trip hazard. Spills, loose material. stray objects or anyother 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 ordemolition to reduce the risk of trips and falls in the workplace. Materials for construction ormaintenance should be stored in designated areas away from access ways and work areas.
2. FALLING OBJECTSLOOSE MATERIALS OR SMALL OBJECTS
Construction. maintenance or demolition work on or around this building is likely to involve personsworking above ground level or about floor levels. Where this occurs one or more of the followingmeasures should be taken to avoid objects falling from the area where the work is being carried outOnto 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 (PPE).
BUILDING COMPONENTS
During construction, renovation or demolition of this building, parts of the structure including fabricated
steel work. heavy panels and many other components will remain standing prior to or after supportingparts 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 presentsa risk of falling objects. Contractors should ensure that appropriate lifting devices are used. that loadsare properly secured and that access to areas below the load is prevented or restricted.
3. TRAFFIC MANAGEMENT
For building on a major road. narrow road or steeply sloping road:
Parking of vehicles or loading/unloading of vehicles on this roadway may cause a traf?c hazard.During construction. maintenance or demolition of this building designated parking for workers andloading areas should be provided. Trained traf?c management personnel should be responsible for thesupervision of these areas.
For building where on-site loading/unloading is restricted:
Construction of this building will require loading and unloading of materials on the roadway. Deliveriesshould be well planned to avoid congestion of loading areas and trained traf?c management personnelshould be used to supervise loading/unloading areas.
For all buildings:
Busy construction and demolition sites present a risk of collision where deliveries and other traf?c aremoving within the site. A traffic management plan supervised by trained traffic management personnelshould be adopted for the work site.
4. SERVICES
GENERAL
Rupture of services during excavation or other activity creates a variety of risks including releaseof hazardous material. Existing services are located on or ar0und this site. Where known. theseare identi?ed 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 shouldbe used.
Locations with undergrOUnd power:
Underground power lines MAY be located in or around this site. All underground power lines mustbe disconnected ar carefully located and adequate warning signs used prior to any construction.maintenance or demolition commencing.
Locations with overhead power lines:
Overhead power lines MAY be near or on this site. These pose a risk of electrocution it struck orapproached by lifting devices or other plant and persons working above ground level. Where thereis 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 0r signageshould 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 moreworkers or by mechanical lifting device. Where this is not practical. suppliers or fabricators shouldbe required to limit the component mass.
All material packaging. building and maintenance components should clearly show the total massof packages and where practical all items should be stored on site in a way which minimisesbending 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 the use ofportable tools and equipment.
These should be fully maintained in accordance with manufacturer’s speci?cations and not used
where faulty or (in the case of electrical equipment) not carrying a current electrical safety tag.All safety guards or devices should be regularly checked and Personal Protective Equipment should
be used in accordance with manufacturer's specification.
6. HAZARDOUS SUBSTANCESASBESTOS
For alterations to a building constructed prior to 1990:
If this existing building was constructed prior to:
1990 — it therefore may contain asbestos
1986 - it therefore is likely to contain asbestos either in cladding material or in fire retardantinsulation material. In either case, the builder should check and. if necessary, take appropriateaction 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 powderedform. Persons working on or in the building during construction. operational maintenance ordemolition should ensure good ventilation and wear Personal Protective Equipment includingprotection against inhalation while using powdered material or when sanding. drilling. cutting orotherwise disturbing or creating powdered material.
TREATED TIMBER
The design of this building may include provision for the inclusion of treated timber within thestructure. Dust or fumes from this material can be harmful. Persons working on or in the
building during constmction, operational maintenance or demolition should ensure good ventilationand 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 harmfulmaterial to be released. 00 not burn treated timber.
7. CONFINED SPACESEXCAVATION
Construction of this building and some maintenance on the building will require excavation andinstallation of items within excavations. Where practical. installation should be carried out usingmethods 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 signsand barriers to prevent accidental or unauthorised
access to all excavations should be provided.
ENCLOSED SPACES
For buildings with small spaces where maintenance or other access may be required:
Some small spaces within this building will require access by construction or maintenanceworkers. The design documentation calls for warning signs and barriers to unauthorised access.These should bemaintained throughout the life of the building. Where workers are required toenter small spaces they should be scheduled so that access is for short periods. Manual liftingand other manual activity should be
restricted in small spaces.
SMALL PLACES
For buildings with enclosed spaces where maintenance or other access may be required:Enclosed spaces within this building may present a risk to persons entering for construction,maintenanceor any other purpose. The design documentation calls for warning signs and barriersto unauthorisedaccess. These should be maintained thmughout the life of the building. Whereworkers are required toenter enclosed spaces. air testing equipment and Personal ProtectiveEquipment should be provided.
VOLATI LE ORGANIC COMPOUNDS
Many types of glue. solvents. spray packs. paints. varnishes and some cleaning materials anddisinfectants have dangerous emissions. Areas where these are used should be kept well ventilatedwhile the material is being used and for a period after installation. Personal Protective Equipmentmayllalso be required. The manufacturer's recommendations for use must be carefully consideredat a times.
SYNTHETIC MINERAL FIBRE
Fibreglass. rockwool. ceramic and other material used for thermal or sound insulation may containsynthetic 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 protectionagainst inhalation of harmful material should be used when installing, removing or working near
bulk insulation material.
TIMBER FLOORS
This building may contain timber flows which have an applied ?nish. Areas where finishes areapplied should be kept well ventilated during sanding and application and for a period after
installation. Personal Protective Equipment may also be required. The manufacturer'srecommendations for use must beca refully considered at all times.
8. PUBLIC ACCESS
Public access to construction and demolition sites and to areas under maintenance causes riskto workers and public. Warning signs and seems barriers to unauthorised access should beprovided. Where electrical installations. excavations. plant or loose materials are present theyshould be secured when not fully supervised.
9. OPERATIONAL USE OF BUILDING
RESIDENTIAL BUILDINGSThis building has been designed as a residential building. If it. at a later date. it is used orintended to be used as a workplace, the provisions of the Work Health and Safety Act 2011 or
subsequent replacement Act should be applied to the new use.
10. OTHER HIGH RISK ACTIVITY
All electrical work should be carried out in accordance with Code of Practice: Managing Electrical
Risks at the Warkplace, AS/NZ 3012 and all licensing requirements.
All work using Plant should be carried out in accordance with Code of Practice: Managing Risksof 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 isrecommended that particular care be exercised when undertaking work involving steelconstruction and concrete placement. All the above applies.
THESE NOTES MUST BE READ ANDUNDERSTOOD BY ALL INVOLVED IN THEPROJECT.
THIS INCLUDES (but is not excluded to)OWNER, BUILDER, SUB—CONTRACTORS,CONSULTANTS, RENOVATORS,OPERATORS, MAINTAINERS, DEMOUSHERS.
THESE NOTES MUST BE READ ANDUNDERSTOOD BY ALL INVOLVED IN THEPROJECT.
THIS INCLUDES (but is not excluded to)OWNER, BUILDER, SUB—CONTRACTORS,CONSULTANTS, RENOVATORS,OPERATORS, MAINTAINERS, DEMOUSHERS.
CLIENT :
DATE:
SITE: FloorGaragePorchPergola
DO NOT SCALE OFF. Written dimensions take precedence
SCALE: 1:100
TOTAL BUILDING :WIND SPEED: N3
General notes:
- concrete construction to comply with AS2870 AND AS3600 BCA - steel frame construction to comply with AS1684 -2006.- metal roofing to comply with AS1757 /AS2050- wet areas to comply with the provisions of Part 3.8.1of the bca.- weepholes in masonry walls at 900 ctrs.- glass installation to comply with AS1288 and AS2047.- s denotes smoke detector; smoke alarms to complywith the provisions of Part 3.7.2 of the BCA.
- manhole position approx. only, determine on site.
- provide alcor barrier between lead flashing andzincalume valley gutter as required.
- keep hws 100 clear of walls.- protection of masonry wall ties to comply with the provisions of Part 3.3.3.2 of the BCA.
- protection of lintels in masonry to comply with theprovisions of Part 3.3.3.4 of the BCA.
- mechanical ventilation to internal wc to be ventedto external air via ducting in accordance with the provisions of part 3.8.5.0 of the BCA 1996.
SCALE: 1: 100
Main 3 Bed Unit
LOT 157 CORELLA STREET, LOWOODSP 264094
5/12/18
131.8 m238.0 m24.0 m228.7 m2
Floor2nd Unit
65.5 m2
Sub -Total Sub -Total202.5 m2 110.4 m2
312.9 m2
Rear Pergola 14.0 m2Rear Pergola 30.9 m2
Platinum Australia
Richard Pepi QBCC licence No. 1071125
DRAWN: BUILDER-DESIGNER : Platinum Australia