Council archive · source document
Altered Plans 28 Crystal St Cooroy 27-04-20 · OPW20/0083
Plans and drawings: the text below has words only, no drawings.
Downpipe Locations Shown are Suggested Positions only
3
Final Positions are to be Determined by Plumber, or Roofing Contractor & Builder 6565
2
0° 00' 00"
700
CRYSTAL
68.397 m
Approx. 4950
Proposed Carport Area NEW Driveway & Crossover
30435
270° 00' 00"
20.116 m
Timber Paling Fence
S to
Proposed Garage Area
rm
wa
te r
T re
nch
800
Proposed Workshop/Storage Area
mm
NORTH
d
4
Covered Area
eep
3
300
to Stormwater Trench rear of block
Roof water to be diverted
Timber Paling Fence
90° 00' 00"
20.116 m
3
mm
3
wi d
Existing
eF
Residence
Proposed Deck Area
ille
Residence
Secondary
Proposed
d
wi t
hG
eot
ech
Fab
Existing Crossover & Driveway
Approx 14600
r
ic &
Gra
Approx 2900
vel
SE
To Remain
Driveway
Existing
WE
R
Remaining portion of Garage
1440
1425
180° 00' 00" Timber Paling Fence
1
of Boundary
on this side
Garage
Existing
Demolish
68.397 m
3
2
STREET
5
5
Demolished
6512
Shed
3
15
SURVEY Provided by MWA & Associates
Timber framed fire rated wall on boundary.
Support of slab from ground
about 6-800 mm fall in ground front to back Cut & Remove existing driveway on
to Engineers details. Roof & Neighbouring Property
SHEET NUMBER SHEET TITLE
1
Existing Structure to remain
on House side of boundary
1 Site plan
Site Plan
2 Secondary Residence Plan
1 : 200
3 Secondary Residence Elevations
Real Property Description
4 Existing Garage Alterations
Lot No. 27 on RP. 32777
Parish: Tewantin
5 Existing Garage Elevations
County: March 6 Notes Any Alterations to the design or substitution of structural members
Locality: Cooroy from approved design plans with out the written consent from
Address: 28 Crystal St. 7 Work Place Health & Safety Notes Steven Horn Accolade Building Designs
Site Area: 1374 m² will void any responsibilities we have for the
structural integrity or performance of the building
THESE DRAWING ARE SUBJECT TO COPYRIGHT NO PART MAY BE
Plans Altered to Suit changes made during Building
COPIED OR REPRODUCED OTHER THAN FOR THE PURPOSE OF THIS
Materials Used & position of Building
CONSTRUCTION WITHOUT WRITTEN CONSENT FROM STEVEN HORN,
ACCOLADE BUILDING DESIGN & DRAFTING
Client: Brad Allen Address: 28 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:33:06 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 27 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed 2nd Residence, Carport & Workshop on SHS posts & Concrete, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 200 Sheet No. 1 of 7
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Page 2
17976
105 70 70 70 70 70 70 70
2740 2971 900 1000 900 937 1000 800 2084 3666
Notes for Construction & Maintenance of Timber Decks:
Concrete Path
Builder to adhere manufactures specifications or industry standards at all times & 2426 0906 Entry Door 1218
Owners to follow manufactures details for maintenance & cleaning of deck Rolla-door SW SW
All timber posts to be naturally durable Class 1 or 2 above ground or softwoods H3 treated if 820
supported on bracket if in ground to be H5 Treated soft or hardwood.
770
Storage
Storage
Bathroom
1600
1650
Recommend brackets or supports be used & Bitumen paint be applied to the top 200 mm of VTY SHR EF
WC Carpet
bracket in the concrete.
720
720
3300
Posts to have a Minimum 75 mm clearance from the base of the post to footing or slab & post to Bedroom
70
70
720
be 10 mm above cross member of bracket. End grain of post to be sealed prior to erecting. CF
1218
Drive Through Carport
SW
S
720
Laundry
Top of concrete pad footing to be mounded to fall away from support to prevent water from WM
1630
WIR Openings
300x900 - 3000 to top
ponding
Tub
Bearers, Hardwood to be H3 treated if less than 400 mm above ground H4 for touching ground H5
7500 O/All
70
820
for in ground.
S S REF
Joists as bearers depending on ground clearance. Joists to have Malthoid strip or bituminous
paper fixed to top of joists. Softwood & Engineered manufactured timbers bearers & joists to be Concrete Floor
H3 min treated at all times. Approved connectors be used for treated timbers & location. Garage
(Cabinetry by Others)
Secondary Residence
0918
Kitchen Area
SW
Recommend hot dip galvanized or stainless steel connectors & fixings be used at all times. Concrete Floor Concrete Floor
Living Area
3840
Especially where inspections are not possible deck is to close to ground or decking to be screwed Workshop CF CF
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%
UBO
HP
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 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 1218 1218 2130 1218
All Framing Anchors, Fixing Plates, Nailing Plates, Joist hangers to be Galvanised Minimum or SW SW AStD SW
2380
Stainless Steel where Construction within 2.0 km radius of open coastal areas
2470
70x35 MGP10 Timber frame to Timber Deck
Ends of boards to be slightly undercut at joints. Gaps between decking boards to be min 3 mm to Steel Portal Frame provided by Manufacturer
5 mm Dimensions may vary depending on positions of Portal Frame
(Check with supplier Gaps range with different Types of timbers) and wall thickness required to cover steel portal framing
90
Decking boards to be fully sealed (Oiled, Stained, Painted etc.) prior to fixing. Secondary Residence Floor area to be No Larger than 65 m²
As plans drawn approx 61 m²
Recommend a light coloured sealer, with UV protection and a fungicide to be used
Secondary Residence Area: 60.9 m²
Timber Deck: 12.4 m²
2365 2365
Maintenance & inspection of deck by Owner is to be carried out regularly Workshop, WC Storage Area: 31.1 m² 90 90 90
Sweep or blow, leaf or other debris off deck. Hosing or use of water to be avoided. Keep the gaps Garage Area: 22.4 m² 5000 2120
between decking boards clear of dirt & debris. Carport Area: 20.6 m²
TOTAL AREA: 147.4 m² 4134 7760
Reseal decking boards when required by manufactures recommendations
Inspect all connections for corrosion or movement regularly (Twice Yearly) S : Smoke Detectors
Pot plants to be on stands with a drip tray underneath & moved around regularly to prevent CF: Ceiling Fans
uneven weathering of the deck EF: Exhaust Fan
UBO: Under Bench Oven
HP: Hot Plates
Accolade Building Designs recommends that Builder & Home Owners read Domestic Deck Design REF: Fridge Space
Guide
Available on line www.timber.net.au
2nd Residence Plan
1 1 : 100
Plans Altered to Suit changes made during Building
Materials Used & position of Building
Client: Brad Allen Address: 28 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:33:07 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 27 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed 2nd Residence, Carport & Workshop on SHS posts & Concrete, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 100 Sheet No. 2 of 7
Page 3
4550 to path
3900
1218
3400 to Ground
3000
SW
4100 to Ground
3100
West Elevation East Elevation
2 1 : 100
1 1 : 100
1218 1218 1218
SW SW SW
2130
AStD
Carport
Ramp up to Slab
South Elevation
4 1 : 100
0915 0906
1218
SW SW
SW 2426
820 Rolla-door
Entry Door Carport
North Elevation
3 1 : 100
Plans Altered to Suit changes made during Building
Materials Used & position of Building
Client: Brad Allen Address: 28 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:33:07 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 27 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed 2nd Residence, Carport & Workshop on SHS posts & Concrete, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 100 Sheet No. 3 of 7
Page 4
Existing Roof to remain
Purlins cut to sit on Proposed Wall
at Boundary
Existing Wall to remain
in tact to proposed wall at boundary
New roller Door Opening
Fit new door or cut down existing door to suit
Existing Wall & windows to remain
in tact to proposed wall at boundary
Existing Concrete Slab & brick up base to
have slab cutback to Proposed wall oat boundary
To be supported to Engineers details
Existing Purlins 1/ Triple grip to
Timber Frame 4/30 mm nails per leg
Plate Purlin Depth x35 mm
Section B 1/100 mm No14 Type 17 Screw to Purlin
B 1 : 50
Top Plates 2/90x45 MGP12
Approved type Moisture Barrier
to External side of frame
Approved type FC sheet to Ceilings
Studs 90x45 MGP12 @ 450 Ctrs.
180° 00' 00"
68.397 m
Bracing to Garage to Engineers details
Fire Crunch wall sheet 10 mm thick
both sides of wall to manufactures details
B Rockwool fire batts R2.5
7
Bottom Plate 90x35 MGP12
2125 Existing Roller Door
Roller Existing Slab cut back to Engineers details Slab Connection to Engineers details
Base to Concrete slab to Engineers details Existing Slab
Existing Residence
C
7
Existing Concrete Slab
Existing Double Garage
Existing Garage Demolished
Exterior wall to be Fire Rated 60/60/60
To become Storage
7230
Section C
Existing Residence C 1 : 50
Exist
Builder to determine width on site
To Boundary line determined by Surveyors
Existing Garage Plan 2880 Approx
90
1 1 : 100
Approx 2970
30
Client: Brad Allen Address: 28 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:33:08 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 27 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
1118AB28
Proposed 2nd Residence, Carport & Workshop on SHS posts & Concrete, Timber Frame, Sheet Roof QBCC Lic. 54806 Issue Date 27 - APRIL - 2020 Sheet No. 4 of 7
Page 5
30
Boundary
South Existing Elevation
2 1 : 50
Existi
Exist
ng R
e
siden
ce
Approx 3500
Remaining Portion Removed Portion
of Garage of Garage
Existing Roof
Existing
Exist
Existing Roof
Exist
30
Boundary
Proposed Fire Rated Wall 60/60/60 Existing
e
id enc
s
ng R e
E xisti
Removed portion of Garage
2125
Roller
Remaining Portion of Existing Garage
Proposed East Elevation
1 1 : 50
North Existing Elevation
3 1 : 50
Client: Brad Allen Address: 28 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:33:08 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 27 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed 2nd Residence, Carport & Workshop on SHS posts & Concrete, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 50 Sheet No. 5 of 7
Page 6
GENERAL SPECIFICATION Construction Notes
Written Dimensions to 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. Recommend Laundry floor to have a dry waste in floor & grade floor to it or to door to allow for overflow
Wet Areas include Bathrooms Ensuite Laundry & WC or Powder rooms
Builder to supply sediment control where needed
All work to comply to the National Construction Codes 2014 Tiled areas: Tiles to laid or fixed to a clean dry substrate to comply to AS 3958
Termite protection to AS. 3660.1 2/durable notices to be installed in prominent locations stating Ensure water proofing is dry & is suitable for the adhesives or grouts to be applied to
method of protection, Date of installation, Life expectancy & frequency of inspections Ensure the correct tile is being used for the application (ie. Floor tiles on Floors)
Smoke alarms to comply to AS. 3786 Hardwired in & interconnected
All walls to be checked to ensure they are fixed correctly, straight & plumb prior to fixing plasterboard or interior lining
Concrete slab & footings to be designed by Engineers from Soils Tests & to comply with AS. 2870 Plasterboard or interior linings to be fixed to dry frames in strict compliance with manufactures details. Setting of plasterboard to be done in strict
All Masonry to be constructed to comply with AS. 3700 compliance with manufactures specifications, Sanded to provide a flat smooth finish
All structural Timbers to comply with National Timber Framing Codes AS. 1684.2 & AS . 1720 &
Construction Timbers Queensland(CTIQ) Painting: Paints & application to comply to AS 2311 Min 3 coat application system to be used
Roof trusses to be designed by manufacture & Certified, Truss manufacture to determine or confirm Substrate to be clean & dry correct type sealers & primers to be used for substrate
If paint is sprayed on then a back roll should be done between coats & after final coat
all lintel sizes under standard & Girder trusses for load bearing capabilities Mould resistant paint to be used in Bathrooms, Ceilings to have approved ceiling paint applied & be a matt finish
Lighting to comply with AS.1680.1 & B.C.A. Vol 2 Part 3.8.4.2 & 3
Electrical installations to comply to AS. 3000 & other relevant regulations All external manufactured timbers to be H3 Treated & sealed painted or encased made weather proof
Plumbing & drainage to comply to AS. 3500 Hot water system to AS. 3500 4.1 in strict accordance with the manufactures specifications
Internal Wet Areas to comply to AS. 3740 as in B.C.A. Vol 2, Part 3.8.1
Concrete slabs & footings to be poured to Structural Engineers Specifications & in accord with AS 2870
External waterproofing to comply to AS. 4654 External concrete shall be have a NON-Slip Finish or a NON-slip coating applied to the surface
Windows & Glazing to AS.2047 -1999 Screening or security screens to comply to
relevant regulations. Type of glass used to be determined by Energy Efficiency Consultant Approved type flooring to be used for Main Flooring fixed to Manufactures specifications
Plasterboard to AS. 2589 Painting to AS. 2311 Tiling to AS. 3958 Wet areas to use Hardies Scyon Secura internal flooring, or similar, waterproofed & Tiled in accord with relevant standards
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 Windows in Bedrooms, if floor level is over 2000 mm above ground & less than 1700 from floor to sill, are to have a
WC to be installed with 4.5/3 L dual flush cistern or better permanently fixed device attached to opening part of the window or a permanently fixed screen across the opening
All taps & Shower roses to be AAA Conservation rating part of the window. Restricting the window from opening more than or a screen from allowing a 125 mm sphere to pass through & resisting an
All roof water to be discharged to Council approved drainage point or street outward horizontal action of 250N against the window being restrained by the device or screen
All windows over 4000 mm above external surface below to have restrictions fitted if opening part of window less than
All waste water to be connected to existing sewerage system 865 mm from floor & has no horizontal or near horizontal elements that would allow climbing by a child between 150 & 760 mm from floor
Stairs to B.C.A. Vol 2 Part 3.9.1 Balustrade Part 3.9.2 Pool Fence & Gates to Part 3.9.3
These plans are for Certification & Building only. Items like Flooring, Tiles, Painting & other finishes New Dwelling; to have Min. 50 % of specified bracing installed prior to roof going on
Cabinetry Etc. to be decide by Owner & Builder prior Contract being signed Items must comply to relevant codes Existing Dwelling; During construction temporary propping & bracing to consulting Engineers satisfaction
The Builder must have Building Approval for the proposed works from a Private Certifier prior to work commencing
Gang nail Splice plates NOT permitted for exterior timber beams
Notes for Construction & Maintenance of Roofs
All timber trusses or rafters fixed in accord with AS 1684.2 for designated wind classification
Steel Roof battens fixed to Manufactures specifications for the spans, roofing type & Wind classification.
Timber roof battens fixed to AS1684.2 as per above
Roofing, Flashing & Gutters to be of compatible materials
Roof sheeting or tiles to be fixed to Manufactures specifications for N3 sites
Approved type sarking to be placed under roof sheet over battens fixed to Manufactures details
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
Front of gutter to be lower than top of fascia or slots in the front of the gutter, or flashing behind gutter &
under the roof sheets fixed to roof battens to prevent water getting into roof cavity or soffit area
Adequate down pipes in appropriate places with rain water heads fitted Max 12 m spaces to be determined by Plumber
Recommend a good quality gutter guard be fitted to prevent leaf & other debris getting into gutter to block 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 sheet
& neoprene washers are not cracking or degrading. Tiles are not cracked or loose & all grouting is in place & holding tiles firm & in place
(Recommended that a professional is called in with appropriate safety equipment to do inspections & cleaning)
Client: Brad Allen Address: 28 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:33:08 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 27 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
1118AB28
Proposed 2nd Residence, Carport & Workshop on SHS posts & Concrete, Timber Frame, Sheet Roof QBCC Lic. 54806 Issue Date 27 - APRIL - 2020 Sheet No. 6 of 7
Page 7
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: Brad Allen Address: 28 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:33:09 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 27 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
1118AB28
Proposed 2nd Residence, Carport & Workshop on SHS posts & Concrete, Timber Frame, Sheet Roof QBCC Lic. 54806 Issue Date 27 - APRIL - 2020 Sheet No. 7 of 7
Used in these records
Altered Plans 28 Crystal St Cooroy 27-04-20.pdfRelated documentApplication case desk ↗
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