Council archive · source document
Architectural Plans Secondary Dwelling Received 11.8.20 · MCU20/0087
Plans and drawings: the text below has words only, no drawings.
Northwest View
1
SHEET
NUMBER SHEET TITLE
1 Title Page
2 Plan
3 Elevations
4 Section A
5 Notes
6 Work Place Health &
Safety Notes
Southeast View
2
DISPLAY ONLY
Client: Ric Stevens Address: 199 Maximillian Rd Noosa North Shore Noosa Shire Council Mobile: 0407 693 018 Date 31/07/2020 9:04:08 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 9 on MCH Site Area : 27996 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0620SR
Existing Residence on SHS Approx. 1m above ground to be Relocated on same site QBCC Lic. 54806 Issue Date 31- JULY -20 Sheet No. 1 of 6
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Page 2
2300 4200 1050 2950 CF: Ceiling Fan Sink: Kitchen Sink
100 100 100 75 75 100 100 S: Smoke Alarm TUB: Laundry Tub
2792 2625 783 900 1000 1050 700 VTY: Vanity REF: Fridge
SHR: Shower UBO: Under Bench Oven
Lvr: Louvers HP: Hot Plates
A DH: Double Hung Win. WM: Washing Machine
SD: Sliding Door
4
UP
0606
SW
100
100
2100
2000
2000
2000
Timber Deck Timber Deck
WC
900x450
SD
SD Lvr For Position on Site see Site Plan for Main Residence
100
75
Builder to Confirm All Dimensions on site with Existing Structure,
75
vty shr
All Dimensions for Existing Residence Supplied by Owner
900x450
1500
Lvr
1206
Timber Deck
DH
Bathroom
2300
75
3525
Lounge CF Dining
4700
1300x450
100
9400
Lvrs
UBO
HP
LDY/KIT
9400
1100
2975
UP S
Sink
REF
900x450
Pantry
Lvrs
TUB
75
WM
Store
75
S
1100x1200 900x600
3700
3550
Lvrs CF CF Lvr
Timber Deck
1100x600
2500
2600
Bed 1 Study
Lvrs
Robe
100
75
1100x1200 1100x600
Lvrs Lvrs
Living Area: 64.86 m²
Deck Area: 32.38 m²
4450 525 3025 2100
75 75 75 75 100
8300 2200
10500
Floor Plan
1 1 : 100
500 500 1000 1500 2000 2500 3000
5000
7500
10000 N
W E
S
Client: Ric Stevens Address: 199 Maximillian Rd Noosa North Shore Noosa Shire Council Mobile: 0407 693 018 Date 31/07/2020 9:04:08 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 9 on MCH Site Area : 27996 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0620SR
Existing Residence on SHS Approx. 1m above ground to be Relocated on same site QBSA Lic. 54806 Issue Date: 31- JULY -20 Scale 1 : 100 Sheet No. 2 of 6
Page 3
Ceiling Ceiling
2900
820
1100x600
Lvrs 900x450 1300x450 900x450 1206 1100x1200
Lvrs Lvrs Lvr DH Lvrs
Floor Floor
700
East Elevation West Elevation
1 4 1 : 100
1 : 100
820 0606 820
SD
900x450 SW 1100x1200 1100x600
Lvr Lvrs Lvrs
North Elevation South Elevation
2 1 : 100
3 1 : 100
Client: Ric Stevens Address: 199 Maximillian Rd Noosa North Shore Noosa Shire Council Mobile: 0407 693 018 Date 31/07/2020 9:04:09 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 9 on MCH Site Area : 27996 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0620SR
Existing Residence on SHS Approx. 1m above ground to be Relocated on same site QBSA Lic. 54806 Issue Date: 31- JULY -20 Scale 1 : 100 Sheet No. 3 of 6
Page 4
Ap p
rox
The Builder MUST ensure the 18° Custom Orb Roof sheet
Building is fully propped before Fixed to Manufacturer's details for N3
the removal of any existing Approved type roof battens for Span between roof frames
structure occurs Existing Roof Structure Fixed to Manufacturer's details for N3
Engineer to determine Tie-down &
Wind Bracing to Comply
1300x450
Lvrs
Existing Timber Frames
Robe
Existing Floor, Bearers & Joists
Existing Joists 100 mm deep
400 Min
Engineer to detail Columns & Footings
Concrete Pad footings to Engineers details
Section A
A 1 : 50
150 Min - finished ground
150 Min - finished ground
Joists Joists
Bearer Bearers
400
Min
400
Min
2000 2000
Ground- Bearer
1 1 : 30 Engineers Details to Take
Precedence Over Shown Details
Client: Ric Stevens Address: 199 Maximillian Rd Noosa North Shore Noosa Shire Council Mobile: 0407 693 018 Date 31/07/2020 9:04:09 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 9 on MCH Site Area : 27996 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0620SR
Existing Residence on SHS Approx. 1m above ground to be Relocated on same site QBCC Lic. 54806 Issue Date 31- JULY -20 Sheet No. 4 of 6
Page 5
GENERAL SPECIFICATION Construction Notes
Written Dimensions take Precedence over scale If in doubt call Accolade Building Designs Timber Frame: Framing to be built in accordance with AS 1684 Termite protected timbers shall be used on all framing
Builder to verify all dimensions & levels on site prior to commencement of work Approved type flashing & sarking to be attached between cladding & frame along with slab & frame to prevent moisture getting to the frames
All boundary setbacks to be strictly adhered to as minimum setbacks apply All wet areas to be made waterproof or resistant to comply to AS 3740 & BCA 3.8.1
Verify location of all services on site & all floor levels allow for connection to these services Linings used shall be approved for use in wet areas & shall be fixed in strict accordance
All building work to be carried out to Aust Standards & to the relevant building codes of Australia with Manufactures specifications. Recommended that all showers have a waterproofed hob shower screens fitted to above standards
Builder to supply footpath protection & show required signage to comply to council regulations & Water stops or vertical barriers in the waterproofing system be installed to prevent passage of moisture in the floor to non wet areas of building
comply to the Workplace Health & Safety act. Wet Areas include Bathrooms Ensuite Laundry & WC or Powder rooms
Builder to supply sediment control where needed Tiled areas: Tiles to laid or fixed to a clean dry substrate to comply to AS 3958
All work to comply to the National Construction Codes 2014 Ensure water proofing is dry & is suitable for the adhesives or grouts to be applied to
Termite protection to AS. 3660.1 2/durable notices to be installed in prominent locations stating Ensure the correct tile is being used for the application (ie. Floor tiles on Floors)
method of protection, Date of installation, Life expectancy & frequency of inspections
Smoke alarms to comply to AS. 3786 Hardwired in & interconnected Plasterboard or interior linings to be fixed to dry frames in strict compliance with manufactures details. Setting of plasterboard to be done in
strict compliance with manufactures specifications, Sanded to provide a flat smooth finish
Concrete footings to be designed by Engineers from Soils Tests & to comply with AS. 2870
All structural Timbers to comply with National Timber Framing Codes AS. 1684.2 & AS . 1720 & Painting: Paints & application to comply to AS 2311 Min 3 coat application system to be used
Construction Timbers Queensland(CTIQ) Substrate to be clean & dry correct type sealers & primers to be used for substrate
All Steelwork to comply to AS. 4100 for steel structures If paint is sprayed on then a back roll should be done between coats & after final coat
Lighting to comply with AS.1680.1 & B.C.A. Vol 2 Part 3.8.4.2 & 3 Mould resistant paint to be used in Bathrooms, Ceilings to have approved ceiling paint applied & be a matt finish
Electrical installations to comply to AS. 3000 & other relevant regulations All external windows & doors to have appropriate flashing & seals fitted to prevent water getting into building or to the frame work
Plumbing & drainage to comply to AS. 3500 Hot water system to AS. 3500 4.1 For all installations of windows follow manufactures instructions or Installation & Fixing Guide at www.awa.org.au
Internal Wet Areas to comply to AS. 3740 as in B.C.A. Vol 2, Part 3.8.1
External waterproofing to comply to AS. 4654 New Dwelling; to have Min. 50 % of specified bracing installed prior to roof going on
Windows & Glazing to AS.2047 -1999 Screening or security screens to comply to Existing Dwelling; During construction temporary propping & bracing to consulting Engineers satisfaction
relevant regulations. Type of glass used to be determined by Energy Efficiency Consultant Notes for Construction & Maintenance of Timber Decks:
Plasterboard to AS. 2589 Painting to AS. 2311 Tiling to AS. 3958
Insulation to roof cavity & walls to be determined by Licensed Energy Efficiency Consultant to Builder to adhere to BCA Part 3.10.6 & to Manufactures Engineers specifications or industry standards at all times &
Comply to Aust. & QLD. Standards & requirements Owners to follow manufactures details for maintenance & cleaning of deck
Structural members Wind bracing & tie-down to be designed by Structural Engineer All timber posts to be naturally durable Class 1 or 2 above ground or softwoods H3 treated if supported on bracket if in ground to be H5 Treated
soft or hardwood.
WC to be installed with 4.5/3 L dual flush cistern or better Recommend brackets or supports be used & Bitumen paint be applied to the top 200 mm of bracket in the concrete.
All taps & Shower roses to be AAA Conservation rating Posts to have a Minimum 75 mm clearance from the base of the post to footing or slab & post to be 10 mm above cross member of bracket. End
All roof water to be discharged to Council approved Holding Tanks drainage point or street grain of post to be sealed prior to erecting.
All waste water to be connected to Approved Effluent system Top of concrete pad footing to be mounded to fall away from support to prevent water from ponding
Stairs to B.C.A. Vol 2 Part 3.9.1 Balustrade Part 3.9.2 Bearers, Hardwood to be H3 treated if less than 400 mm above ground H4 for touching ground H5 for in ground.
Joists as bearers depending on ground clearance. Joists to have Malthoid strip or an, approved proprietary joist protection system, fixed to top of
These plans are for Certification & Building only. Items like Flooring, Tiles, Painting & other finishes joists. Softwood & Engineered manufactured timbers bearers & joists to be H3 min treated at all times. Approved connectors be used for treated
Cabinetry Etc. to be decide by Owner & Builder prior Contract being signed Items must comply to relevant codes timbers & location.
The Builder must have Building Approval for the proposed works from a Building Certifier prior to work commencing Recommend hot dip galvanized or stainless steel connectors & fixings be used at all times. Especially where inspections are not possible deck is to
close to ground or decking to be screwed in place to allow for easy removal to inspect sub-floor for any issues
Timber Queensland recommend that all timber has a moisture content of 15%
Decking boards to be fixed with 2/nails or screws & staggered or offset along the joists. Holes at ends of boards to be drilled holes to be 80% of nail
Notes for Construction & Maintenance of Roofs diameter & 12mm from ends of boards. Nails & screws to finish flush with top of boards (Not Punched). Nails or screws to be hot dipped galvanized
or stainless steel. Stainless Steel to be used within 900 mm of pools
All timber trusses or rafters fixed in accord with AS 1684.2 for designated wind classification
All Framing Anchors, Fixing Plates, Nailing Plates, Joist hangers to be Galvanised Minimum or Stainless Steel where Construction within 2.0 km
Steel Roof battens fixed to Manufactures specifications for the spans, roofing type & Wind classification.
radius of open coastal areas
Timber roof battens fixed to AS1684.2 as per above
Ends of boards to be slightly undercut at joints. Gaps between decking boards to be min 3 mm to 5 mm
Roofing, Flashing & Gutters to be of compatible materials (Check with supplier Gaps range with different Types of timbers)
Roof sheeting or tiles to be fixed to Manufactures specifications for N3 sites
Decking boards to be fully sealed (Oiled, Stained, Painted etc.) prior to fixing.
Approved type sarking to be placed under roof sheet over battens fixed to Manufactures details Recommend a light coloured sealer, with UV protection and a fungicide to be used
Screws to AS. 3566:2002 Class 3 or better. Blind rivets to be used screws & Rivets to be compatible material
Gutters to be fixed to AS/NZS 3500.3 2003. Gutter to have adequate fall to downpipes Min 1:500
Maintenance & inspection of deck by Owner is to be carried out regularly
Front of gutter to be lower than top of fascia or slots in the front of the gutter, or flashing behind gutter &
Sweep or blow, leaf or other debris off deck. Hosing or use of water to be avoided. Keep the gaps between decking boards clear of dirt & debris.
under the roof sheets fixed to roof battens to prevent water getting into roof cavity or soffit area
Reseal decking boards when required by manufactures recommendations
Adequate down pipes in appropriate places with rain water heads fitted Max 12 m spaces to be determined by Plumber Inspect all connections for corrosion or movement regularly (Twice Yearly)
Recommend a good quality gutter guard be fitted to prevent leaf & other debris getting into gutter to block downpipes
Pot plants to be on stands with a drip tray underneath & moved around regularly to prevent uneven weathering of the deck
Regular inspections & cleaning of gutters to be done depending on trees around the home
Regular cleaning & inspections of the roof is to be done including ensuring screws are still tight on the roof sheet
Accolade Building Designs recommends that Builder & Home Owners read Domestic Deck Design Guide
& neoprene washers are not cracking or degrading. Tiles are not cracked or loose & all grouting is in place & holding tiles firm & in place
Available on line www.timber.net.au
(Recommended that a professional is called in with appropriate safety equipment to do inspections & cleaning)
Client: Ric Stevens Address: 199 Maximillian Rd Noosa North Shore Noosa Shire Council Mobile: 0407 693 018 Date 31/07/2020 9:04:10 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 9 on MCH Site Area : 27996 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0620SR
Existing Residence on SHS Approx. 1m above ground to be Relocated on same site QBCC Lic. 54806 Issue Date 31- JULY -20 Sheet No. 5 of 6
Page 6
1. FALLS, SLIPS, TRIPS 2. FALLING OBJECTS 5. MANUAL TASKS 7. CONFINED SPACES
a) WORKING AT HEIGHTS LOOSE MATERIALS OR SMALL OBJECTS Components within this design with a mass in excess of 25kg EXCAVATION
DURING CONSTRUCTION Construction, maintenance or demolition work on or around this should be lifted by two or more workers or by mechanical lifting Construction of this building and some maintenance on the
Wherever possible, components for this building should be building is likely to involve persons working above ground level or device. Where this is not practical, suppliers or fabricators should building will require excavation and installation of items within
prefabricated off-site or at ground level to minimise the risk of above floor levels. Where this occurs one or more of the following be required to limit the component mass. excavations. Where practical, installation should be carried out
workers falling. However, construction of this measures should be taken to avoid objects falling from the area All material packaging, building and maintenance components using methods which do not require workers to enter the
building will require workers to be working at heights where a fall in where the work is being carried out onto persons below. should clearly show the total mass of packages and where excavation. Where this is not practical, adequate support for the
excess of two metres is possible and injury is likely to result from such 1. Prevent or restrict access to areas below where the work is practical all items should be stored on site in a way which excavated area should be provided to prevent collapse. Warning
a fall. The builder should provide a suitable barrier wherever a being carried out. minimises bending before lifting. Advice should be provided on signs and barriers to prevent accidental or unauthorised access to
person is required to work in a situation where falling more than 2. Provide toeboards to scaffolding or work platforms. safe lifting methods in all areas where lifting may occur. all excavations should be provided.
two metres is a possibility. 3. Provide protective structure below the work area. Construction, maintenance and demolition of this building will ENCLOSED SPACES
DURING OPERATION OR MAINTENANCE 4. Ensure that all persons below the work area have Personal require the use of portable tools and equipment. These should be For buildings with enclosed spaces where maintenance or other
For houses or other low-rise buildings where scaffolding is Protective Equipment (PPE). fully maintained in accordance with manufacturer’s access may be required:
appropriate: specifications and not used where faulty or (in the case of Enclosed spaces within this building may present a risk to persons
BUILDING COMPONENTS electrical equipment) not carrying a current electrical safety tag.
Cleaning and maintenance of windows, walls, roof or other During construction, renovation or demolition of this building, parts of entering for construction, maintenance or any other purpose. The
components of this building will require persons to be situated All safety guards or devices should be regularly checked and design documentation calls for warning signs and barriers to
the structure including fabricated steelwork, heavy panels and many Personal Protective Equipment should be used in accordance
where a fall from a height in excess of two metres is possible. Where other components will remain standing prior to or after supporting unauthorised access. These should be maintained throughout the
this type of activity is required, scaffolding, ladders or trestles should with manufacturer’s specification. life of the building. Where workers are required to enter enclosed
parts are in place. Contractors should ensure that temporary bracing
be used in accordance with relevant codes of practice, spaces, air testing equipment and Personal Protective Equipment
regulations or legislation.
or other required support is in place at all times when collapse which 6. HAZARDOUS SUBSTANCES should be provided.
may injure persons in the area is a possibility. ASBESTOS
For buildings where scaffold, ladders, trestles are not appropriate: SMALL SPACES
Cleaning and maintenance of windows, walls, roof or other For alterations to a building constructed prior to 1990:
Mechanical lifting of materials and components during construction, For buildings with small spaces where maintenance or other access
components of this building will require persons to be situated If this existing building was constructed prior to:
maintenance or demolition presents a risk of falling objects. may be required:
where a fall from a height in excess of two metres is possible. Where 1990 - it therefore may contain asbestos
Contractors should ensure that appropriate lifting devices are used, Some small spaces within this building will require access by
this type of activity is required, scaffolding, fall barriers or Personal 1986 - it therefore is likely to contain asbestos
that loads are properly secured and that access to areas below the construction or maintenance workers. The design documentation
Protective Equipment (PPE) should be used in accordance with either in cladding material or in fire retardant insulation material. In
load is prevented or restricted. calls for warning signs and barriers to unauthorised access. These
relevant codes of practice, regulations or legislation. either case, the builder should check and, if necessary, take
should be maintained throughout the life of the building. Where
appropriate action before demolishing, cutting, sanding, drilling or
workers are required to enter small spaces they should be
b) SLIPPERY OR UNEVEN SURFACES 3. TRAFFIC MANAGEMENT otherwise disturbing the existing structure.
scheduled so that access is for short periods. Manual lifting and
For building on a major road, narrow road or steeply sloping road: POWDERED MATERIALS other manual activity should be restricted in small spaces.
FLOOR FINISHES Specified Parking of vehicles or loading/unloading of vehicles on this roadway Many materials used in the construction of this building can cause
If finishes have been specified by designer, these have been may cause a traffic hazard. During construction, maintenance or harm if inhaled in powdered form. Persons working on or in the 8. PUBLIC ACCESS
selected to minimise the risk of floors and paved areas becoming demolition of this building designated parking for workers and loading building during construction, operational maintenance or demolition Public access to construction and demolition sites and to areas
slippery when wet or when walked on with wet shoes/feet. Any areas should be provided. Trained traffic management personnel should ensure good ventilation and wear Personal Protective under maintenance causes risk to workers and public. Warning
changes to the specified finish should be made in consultation with should be responsible for the supervision of these areas. Equipment including protection against inhalation while using signs and secure barriers to unauthorised access should be
the designer or, if this is not practical, surfaces with an equivalent or For building where on-site loading/unloading is restricted: powdered material or when sanding, drilling, cutting or otherwise provided. Where electrical installations, excavations, plant or loose
better slip resistance should be chosen. Construction of this building will require loading and unloading of disturbing or creating powdered material. materials are present they should be secured when not fully
FLOOR FINISHES By Owner materials on the roadway. Deliveries should be well planned to avoid supervised.
If designer has not been involved in the selection of surface TREATED TIMBER
congestion of loading areas and trained traffic management The design of this building may include provision for the inclusion of 9. OPERATIONAL USE OF BUILDING
finishes, the owner is responsible for the selection of surface finishes personnel should be used to supervise loading/unloading areas. treated timber within the structure. Dust or fumes from this material RESIDENTIAL BUILDINGS
in the pedestrian trafficable areas of this building. Surfaces should For all buildings:
be selected in accordance with AS HB 197:1999 and AS/NZ can be harmful. Persons working on or in the building during This building has been designed as a residential building. If it, at a
Busy construction and demolition sites present a risk of collision where construction, operational maintenance or demolition should ensure
4586:2004. deliveries and other traffic are moving within the site. A traffic later date, it is used or intended to be used as a workplace, the
good ventilation and wear Personal Protective Equipment including provisions of the Work Health and Safety Act 2011 or subsequent
STEPS, LOOSE OBJECTS AND UNEVEN SURFACES management plan supervised by trained traffic management
Due to design restrictions for this building, steps and/or ramps are protection against inhalation of harmful material when sanding, replacement Act should be applied to the new use.
personnel should be adopted for the work site. drilling, cutting or using treated timber in any way that may cause
included in the building which may be a hazard to workers carrying
harmful material to be released. Do not burn treated timber. 10.OTHER HIGH RISK ACTIVITY
objects or otherwise occupied. Steps should be clearly marked with 4. SERVICES
both visual and tactile warning during construction, maintenance, VOLATILE ORGANIC COMPOUNDS All electrical work should be carried out in accordance with Code
GENERAL Many types of glue, solvents, spray packs, paints, varnishes and
demolition and at all times when the building operates as a of Practice: Managing Electrical Risks at the Workplace, AS/NZ
Rupture of services during excavation or other activity creates a some cleaning materials and disinfectants have dangerous
workplace. 3012 and all licensing requirements.
variety of risks including release of hazardous material. Existing emissions. Areas where these are used should be kept well
Building owners and occupiers should monitor the pedestrian All work using Plant should be carried out in accordance with
services are located on or around this site. Where known, these are ventilated while the material is being used and for a period after
access ways and in particular access to areas where maintenance Code of Practice: Managing Risks of Plant at the Workplace.
identified on the plans but the exact location and extent of installation. Personal Protective Equipment may also be required.
is routinely carried out to ensure that surfaces have not moved or All work should be carried out in accordance with Code of
services may vary from that indicated. Services should be located The manufacturer’s recommendations for use must be carefully
cracked so that they become uneven and present a trip hazard. Practice: Managing Noise and Preventing Hearing Loss at Work.
using an appropriate service (such as Dial Before You Dig), considered at all times.
Spills, loose material, stray objects or any other matter that may Due to the history of serious incidents it is recommended that
appropriate excavation practice should be used and, where
cause a slip or trip hazard should be cleaned or removed from SYNTHETIC MINERAL FIBRE particular care be exercised when undertaking work involving steel
necessary, specialist contractors should be used.
access ways. Fibreglass, rockwool, ceramic and other material used for thermal or construction and concrete placement. All the above applies.
Locations with underground power:
Contractors should be required to maintain a tidy work site during sound insulation may contain synthetic mineral fibre which may be
Underground power lines MAY be located in or around this site. All
construction, maintenance or demolition to reduce the risk of trips harmful if inhaled or if it comes in contact with the skin, eyes or other
underground power lines must be disconnected or carefully
and falls in the workplace. Materials for construction or sensitive parts or the body. Personal Protective Equipment including
located and adequate warning signs used prior to any
maintenance should be stored in designated areas away from protection against inhalation of harmful material should be used when
construction, maintenance or demolition commencing.
access ways and work areas. installing, removing or working near bulk insulation material.
Locations with overhead power lines:
Overhead power lines MAY be near or on this site. These pose a risk TIMBER FLOORS
of electrocution if struck or approached by lifting devices or other This building may contain timber floors which have an applied finish.
plant and persons working above ground level. Where there is a Areas where finishes are applied should be kept well ventilated during
danger of this occurring, power lines should be, where practical, sanding and application and for a period after installation. Personal
disconnected or relocated. Where this is not practical adequate Protective Equipment may also be required. The manufacturer’s
warning in the form of bright coloured tape or signage should be recommendations for use must be carefully considered at all times.
used or a protective barrier provided.
THESE NOTES MUST BE READ AND UNDERSTOOD BY ALL INVOLVED IN THE PROJECT.
THIS INCLUDES (but is not excluded to): OWNER, BUILDER, SUB-CONTRACTORS, CONSULTANTS, RENOVATORS, OPERATORS, MAINTAINERS, DEMOLISHERS.
THE ONSITE BUILDERS WORKPLACE HEALTH & SAFETY MANAGEMENT PLAN SPECIFIC TO THIS SITE OVERRIDES THESE NOTES
Client: Ric Stevens Address: 199 Maximillian Rd Noosa North Shore Noosa Shire Council Mobile: 0407 693 018 Date 31/07/2020 9:04:10 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 9 on MCH Site Area : 27996 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0620SR
Existing Residence on SHS Approx. 1m above ground to be Relocated on same site QBCC Lic. 54806 Issue Date 31- JULY -20 Sheet No. 6 of 6
Used in these records
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