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Appendix A - Proposal Plans
Plans and drawings
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Final Positions are to be Determined by Plumber, or Roofing Contractor & Builder SHEET NUMBER SHEET TITLE
1 Site plan
2 Plan & Elevations
3 Sections A & B
4 Bracing Layout
5 Notes
6 Work Place Health & Safety Notes
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Real Property Description NORTH Site Plan Any Alterations to the design or substitution of structural members
Lot No. 1 on SP. 237573 1 1 : 350
from approved design plans with out the written consent from
Steven Horn Accolade Building Designs
Locality: Federal will void any responsibilities we have for the
Address: 20 Middle Crk. Rd. structural integrity or performance of the building
Site Area: 2902 m²
THESE DRAWING ARE SUBJECT TO COPYRIGHT NO PART MAY BE
COPIED OR REPRODUCED OTHER THAN FOR THE PURPOSE OF THIS
CONSTRUCTION WITHOUT WRITTEN CONSENT FROM STEVEN HORN,
ACCOLADE BUILDING DESIGN & DRAFTING
Client: Rod Mcmahon & Diane Gibson Address: 20 Middle Crk Rd. Federal Noosa Shire Council Mobile: 0407 693 018 Date 5/05/2021 10:51:51 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 1 on SP 237573 Site Area : 2902 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0620MRGD
Proposed Residence Slab on Ground, Timber Framed, Sheet Roof QBSA Lic. 54806 Issue Date: 05 - MAY - 21 Scale 1 : 350 Sheet No. 1 of 6
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Page 2
6200
70 70 70
2500 3490
70 Pitching Level
2900 3090
2740
Builder to Confirm exact size of Owner
supplied Cavity Sliders & windows W6
2100
W6
Ground Floor
70
70
WM T B S St
Carport -300 0
Kitchenette
2470
770
Bath
D3
W1
SHR
Northeast Elevation Southwest Elevation
Space
EF
W5
WC
REF
900x1000
2 3
70
1 : 100
5790
1 : 100
2650
D1
Bed 1 Living
W4
3250
CF CF
B
3
775 C/S
S S
600
Robe EF; Exhaust Fan
12000
70
70
CF; Ceiling Fan
775 C/S WM; Washing Machine
S; Kitchen Sink W1
B; Hand Wash Basin D2
D1
REF; Fridge
W3
SHR; Shower
WC; Toilet
T; Laundry Tub
S Smoke Alarm
6000
6000
Garage
D2
RB1; 200x50 UNS Hwd. F17 or
150x44 Hyne LGL+
RB2; 250x50 UNS Hwd. F17 or Northwest Elevation
240x44 Hyne LGL+
4 1 : 100
All external or exposed manufactured timbers
to be H3 Treated and protected from the elements
70
70
in accordance with Manufacturer's specifications
W2 Slab step -300
Non-Slip Broom Finish
Fall Min 30 mm
RB1
RB2
RB1
2900
3000
A Carport
3 W5
W4
100
D3
16 mm Rod
Teco Bracing over rafters Bracing set
tensioned & looped at ends
2/30x2.8 nails per rafter Hardwood posts
100
2950
100
2950
100
100x100 F14
Southeast Elevation
5 1 : 100
Floor Plan
1 1 : 100 Door Schedule
Window Schedule
Mark Height Width Comments Location Lintel Jamb Studs
Mark Height Width Comments Location Lintel Jamb Studs W1 1000 900 Alum Slider Kitchen 90x35 Smart LVL 14 2
NO
W2 600 3000 Alum Slider oxxo Garage 240x35 Smart LVL 14 4
D1 2040 1440 2/720 French Living 130x35 Smart LVL 14 2
RT
W3 1000 900 Alum Slider Garage 90x35 Smart LVL 14 2
D2 2100 4800 Garage Door Garage 230x65 Hyne 17 GLT/C 5
W4 1000 900 Alum Slider Bed 1 90x35 Smart LVL 14 2
H
D3 2040 770 Opaque Glass/Alum Bath/Ldy 90x35 Smart LVL 14 2
W5 600 600 Alum Slider Bath 90x35 Smart LVL 14 2
W6 600 1200 Fixed Kitchen 90x35 Smart LVL 14 2
Client: Rod Mcmahon & Diane Gibson Address: 20 Middle Crk Rd. Federal Noosa Shire Council Mobile: 0407 693 018 Date 5/05/2021 10:51:51 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 1 on SP 237573 Site Area : 2902 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0620MRGD
Proposed Residence Slab on Ground, Timber Framed, Sheet Roof QBSA Lic. 54806 Issue Date: 05 - MAY - 21 Scale 1 : 100 Sheet No. 2 of 6
Page 3
UPLIFT CAPACITY OF BEAM/LINTEL TIE-DOWN CONNECTIONS
Custom Orb Roof sheeting.
Fixed to Manufactures details N3 Wind classification
Max 100 mm
Approved type roof battens @ 900 ctrs. Uplift Capacity
Teco Bracing over rafters Fixed to Manufactures details N3 Wind classification Bolt or Strap
tensioned & looped at ends Unseasoned Timber Seasoned Timber
2/30x2.8 nails per rafter
Rafters 90x42 Smart LVL 15 Cont/span @ 900 Ctrs 4/nails each end of strap M10 bolt to floor
1/framing anchor 4/30 mm galv nails per leg
Solid Nogging
250
17 12 8.4 12 9.8 7.4
RB1 : Roof Beams Lintel
2/M12 Bolts to posts 6/nails each end of strap M12 bolt to floor
250
3/studs under
17 17 12 17 14 10
30x0.8 G.I strap
Approx 3330
Bracing Rod Set Studs as Nominated No. of nails as per table
16 mm Ø rod The top plate shall be fixed or tied to the lintel
within 100 mm of each rafter/truss, or the
rafter/truss fixed directly to the lintel with a fixing
Hardwood Posts 100x100 F14 of equivalent tie-down strength to that required
250
Min 75 mm Clearance to base Bolt to slab or floor frame Opening for the rafter/truss
Pryda PSQ60090/12
Post support bracket 2/M12 bolts to posts
R12 rod 1200 long
Cranked through support
Max 100 mm
Tie-Down Requirement From AS 1684.2
Table 9.20 (b)
Concrete Pad Footings to Engineers details
Tie-Down Details
Section A 1 1 : 30
A 1 : 50
600 600
Notes for Construction & Maintenance of Roofs
All timber trusses or rafters fixed in accord with AS 1684.2 for designated wind classification Custom Orb Roof sheeting.
Fixed to Manufactures details N3 Wind classification
Steel Roof battens fixed to Manufactures specifications for the spans, roofing type & Wind classification. 7.5°
Timber roof battens fixed to AS1684.2 as per above Approved type roof battens @ 900 ctrs.
Roofing, Flashing & Gutters to be of compatible materials Fixed to Manufactures details N3 Wind classification FC to Soffit 6 mm thick
Roof sheeting or tiles to be fixed to Manufactures specifications for N3 sites Trusses to Manufactures details @ 900 ctrs
Approved type sarking to be placed under roof sheet over battens fixed to Manufactures details 1/Cyclone strap 4/30 mm nails per leg
Screws to AS. 3566:2002 Class 3 or better. Blind rivets to be used screws & Rivets to be compatible
material Approved type 10 mm Plasterboard to Ceiling Ribbon Plate 70x35 MGP12
Gutters to be fixed to AS/NZS 3500.3 2003. Gutter to have adequate fall to downpipes Min 1:500 Non-load bearing wall frames
Cornice to Owners details
Front of gutter to be lower than top of fascia or slots in the front of the gutter, or flashing behind gutter & Top Plate 70x45 MGP12
70x35 MGP10 Studs @ 450 Ctrs
under the roof sheets fixed to roof battens to prevent water getting into roof cavity or soffit area
Pitching Hgt 2740
Adequate down pipes in appropriate places with rain water heads fitted Max 12 m spaces to be determined
Ceiling 2700
by Plumber
Recommend a good quality gutter guard be fitted to prevent leaf & other debris getting into gutter to block W6 Studs 70x35 MGP12 @ 450 Ctrs
downpipes
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 Tie-down Rods 12 mm Ø at 1200 Ctrs
sheet Section B
& neoprene washers are not cracking or degrading. Tiles are not cracked or loose & all grouting is in place
& holding tiles firm & in place B 1 : 50
Bottom Plates 70x35 MGP12
(Recommended that a professional is called in with appropriate safety equipment to do inspections &
cleaning)
Reinforced Concrete Slab & Footings to Engineers details
Termite Protection to AS 3660.1
Client: Rod Mcmahon & Diane Gibson Address: 20 Middle Crk Rd. Federal Noosa Shire Council Mobile: 0407 693 018 Date 5/05/2021 10:51:52 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 1 on SP 237573 Site Area : 2902 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0620MRGD
Proposed Residence Slab on Ground, Timber Framed, Sheet Roof QBCC Lic. 54806 Issue Date 05 - MAY - 21 Sheet No. 3 of 6
Page 4
DIRECTION B
REQUIRED 50.0 kN SUPPLIED 53.9 kN 150mm Nail Centres:
150mm top & bottom plates
0.9 (PB) 0.9 (PB) 0.9 (PB) 150mm Vertical edges
300mm intermediate studs
W6
0.8 (PB)
0.9 (PB)
M12 Rod through to top plate
to be placed at each end of wall &
between at Max 1200mm crs (UNO)
MINIMUM PLYWOOD THICKNESS
D3
W1
STUD SPACING (mm)
STRESS GRADE
W5
2.5 (VB)
450 600
F8 7 9
F11 6 7
150mm
F14 4 6
D1
W4
F27 4 4.5
0.9 (PB)
1.8 (VB)
0.9 (PB)
REQUIRED 18.4 kN SUPPLIED 28.8 kN
0.9 (VB)
300mm
DIRECTION A
Trusses Braced to Manufactures Details
D2
50 mm max no Tie-down rods
150mm max Top & Bottom
Note: Where rod spacing's exceeds 1200mm, Nail Centres:
M12 Rod through top plate
Provide M10 bolts to bottom plate, 150mm top & bottom plates
At Max 1200 mm enters METHOD
to be A 6.4kN/M
placed at each end of wall &
150mm Vertical edges
0.9 (PB)
between at Max 1800mm crs (UNO)
0.6 (PB)
200mm intermediate studs
PLYWOOD WALL BRACING SYSTEM
W2
0.9 (PB) 0.9 (PB) Wind Bracing determined from AS1684.2 for N3 sites
RB1
RB2
RB1
: 12mm Tie-down rods @ 1200 crs max & 100 from Openings & corners
0.9 (PB) Denotes bracing Ply 4mm F14 900 mm wide
to supply 6.4 kN/m as per AS 1684.2 Table 8.18 (h) Method A 150mm
12 mm Min
16 mm Rod 100 mm max
Teco Bracing over rafters Bracing set
tensioned & looped at ends 1.0 (VB) Denotes 6mm thick Villa board fixed to Manufactures detail no Tie-down rods
2/30x2.8 nails per rafter to supply 5.3 kN/m as per Hardies Bracing Manual
200mm
Bracing Layout Hardies Villaboard (Min 6 mm thick) Sheet 12 mm Min Top & Bottom
1 1 : 100
To Supply 5.3kn/m on Timber Frames Tie-down rods
Note: Where rod spacing's exceeds 1200mm,
Bracing Sheet Details Provide M10 bolts to bottom plate,
2
At Max 1200 mm enters
50mm
(a) Vertical
1 : 30
Client: Rod Mcmahon & Diane Gibson Address: 20 Middle Crk Rd. Federal Noosa Shire Council Mobile: 0407 693 018 Date 5/05/2021 10:51:52 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 1 on SP 237573 Site Area : 2902 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0620MRGD
Proposed Residence Slab on Ground, Timber Framed, Sheet Roof QBCC Lic. 54806 Issue Date 05 - MAY - 21 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
Verify location of all services on site & all floor levels allow for connection to these services All wet areas to be made waterproof or resistant to comply to AS 3740 & BCA 3.8.1
All building work to be carried out to Aust Standards & to the relevant building codes of Australia Linings used shall be approved for use in wet areas & shall be fixed in strict accordance
Builder to supply footpath protection & show required signage to comply to council regulations & with Manufactures specifications. Recommended that all showers have a waterproofed hob
comply to the Workplace Health & Safety act. Or recessed into concrete slab during construction & shower screens fitted to above standards
Baths to installed to above standards & approved type sealants to be used to prevent water or Moisture getting into framework
Builder to supply sediment control where needed Water stops or vertical barriers in the waterproofing system be installed to prevent passage of moisture in the floor to non wet areas of
All work to comply to the National Construction Codes 2014 building
Termite protection to AS. 3660.1 2/durable notices to be installed in prominent locations stating Recommend Laundry floor to have a dry waste in floor & grade floor to it or to door to allow for overflow
method of protection, Date of installation, Life expectancy & frequency of inspections Wet Areas include Bathrooms Ensuite Laundry & WC or Powder rooms
Smoke alarms to comply to AS. 3786 Hardwired in & interconnected
Tiled areas: Tiles to laid or fixed to a clean dry substrate to comply to AS 3958
Concrete slab & footings to be designed by Engineers from Soils Tests & to comply with AS. 2870 Ensure water proofing is dry & is suitable for the adhesives or grouts to be applied to
All Masonry to be constructed to comply with AS. 3700 Ensure the correct tile is being used for the application (ie. Floor tiles on Floors)
All structural Timbers to comply with National Timber Framing Codes AS. 1684.2 & AS . 1720 &
Construction Timbers Queensland(CTIQ) All walls to be checked to ensure they are fixed correctly, straight & plumb prior to fixing plasterboard or interior lining
All Steelwork to comply to AS. 4100 for steel structures 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
Roof trusses to be designed by manufacture & Certified, Truss manufacture to determine or confirm
all lintel sizes under standard & Girder trusses for load bearing capabilities Painting: Paints & application to comply to AS 2311 Min 3 coat application system to be used
Lighting to comply with AS.1680.1 & B.C.A. Vol 2 Part 3.8.4.2 & 3 Substrate to be clean & dry correct type sealers & primers to be used for substrate
Electrical installations to comply to AS. 3000 & other relevant regulations If paint is sprayed on then a back roll should be done between coats & after final coat
Plumbing & drainage to comply to AS. 3500 Hot water system to AS. 3500 4.1 Mould resistant paint to be used in Bathrooms, Ceilings to have approved ceiling paint applied & be a matt finish
Internal Wet Areas to comply to AS. 3740 as in B.C.A. Vol 2, Part 3.8.1 All external manufactured timbers to be H3 Treated & sealed painted or encased made weather proof
External waterproofing to comply to AS. 4654 in strict accordance with the manufactures specifications
Windows & Glazing to AS.2047 -1999 Screening or security screens to comply to
relevant regulations. Concrete slabs & footings to be poured to Structural Engineers Specifications & in accord with AS 2870
Plasterboard to AS. 2589 Painting to AS. 2311 Tiling to AS. 3958 External concrete shall be have a NON-Slip Finish or a NON-slip coating applied to the surface
Insulation to roof cavity & walls to be determined by Licensed Energy Efficiency Consultant to All external windows & doors to have appropriate flashing & seals fitted to prevent water getting into building or to the frame work
Comply to Aust. & QLD. Standards & requirements For all installations of windows follow manufactures instructions or Installation & Fixing Guide at www.awa.org.au
Structural members Wind bracing & tie-down to be certified or designed by Structural Engineer
WC to be installed with 4.5/3 L dual flush cistern or better New Dwelling; to have Min. 50 % of specified bracing installed prior to roof going on
All taps & Shower roses to be AAA Conservation rating Existing Dwelling; During construction temporary propping & bracing to consulting Engineers satisfaction
All roof water to be discharged to approved type Holding Tanks Min. 45,000 litres Gang nail Splice plates NOT permitted for exterior timber beams
All waste water to be connected to approved type Efflunent system
These plans are for Certification & Building only. Items like Flooring, Tiles, Painting & other finishes
Cabinetry Etc. to be decide by Owner & Builder prior Contract being signed Items must comply to relevant codes
The Builder must have Building Approval for the proposed works from a Building Certifier prior to work commencing
Client: Rod Mcmahon & Diane Gibson Address: 20 Middle Crk Rd. Federal Noosa Shire Council Mobile: 0407 693 018 Date 5/05/2021 10:51:53 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 1 on SP 237573 Site Area : 2902 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0620MRGD
Proposed Residence Slab on Ground, Timber Framed, Sheet Roof QBCC Lic. 54806 Issue Date 05 - MAY - 21 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: Rod Mcmahon & Diane Gibson Address: 20 Middle Crk Rd. Federal Noosa Shire Council Mobile: 0407 693 018 Date 5/05/2021 10:51:53 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 1 on SP 237573 Site Area : 2902 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0620MRGD
Proposed Residence Slab on Ground, Timber Framed, Sheet Roof QBCC Lic. 54806 Issue Date 05 - MAY - 21 Sheet No. 6 of 6