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Plans Secondary Residence 33 Carramar St
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2
1500
173° 03' 55"
82° 40' 15"
82° 40' 15"
2.000 m
2500
3.000 m
3433
17.000 m
Easement
271° 47' 35"
1636 Northwest View
3.035 m
2
Carport
3
64.98 m² 1
2148 Living Area: 20.40 m²
:
Carport Area : 12.39 m²
3 4 Alfre sco Area
97.77 m²
esidence
Seco ndar y R
1050
4500
3
Prop
ose d
3
3339
Drive
164° 3
36.01
way
3' 15"
6m
Southeast View
353° 04' 00"
36.404 m
3
Propo
se d D
Existing Residence
rivewa
136.32 m²
y
SHEET NUMBER SHEET TITLE
1 Site plan
2 Floor Plan
3 Elevations
NORTH 4 Sections
Prop osed
5 Bracing Layout
Exist ing Drive
Drive way
6 Details
7 Notes
wa
0"
260°45' 2
y
8 Work Place Health & Safety Notes
22.349 m
Real Property Description
Any Alterations to the design or substitution of structural members
Lot No. 62 on RP. 854302 STREET from approved design plans with out the written consent from
Parish: Tewantin Steven Horn Accolade Building Designs
MAR
County: March
CARRA will void any responsibilities we have for the
Locality: Tewantin
Address: 33 Carramar St.
Site Plan structural integrity or performance of the building
Site Area: 708.95 m²
Building Foot Print: 234.09 m²
1 1 : 200
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: Rhys Williams Address: 33 Carramar St Tewantin Mobile: 0407 693 018 Date 16/02/2021 12:26:38 PM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 62 on RP 854302 Site Area : 708.95 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0418WR2
Proposed Secondary Residence Slab on Ground, Timber Framed, Sheet Roof, QBSA Lic. 54806 Issue Date: 14 - JANUARY - 2021 Scale 1 : 200 Sheet No. 1 of 8
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Page 2
4130 6810 3000
90 90 70 70 70 90
1975 1975 3000 600 3000 2910
A
4
W5 W6
450
RB1 RB1
Door Schedule
70
70
90
90
P1
P1
P1
Mark Height Width Comments Location Lintel Jamb Studs
2330
Robe
CF CF
3000
2700
D1 2100 820 Entry Door Entry 90x35 SmartLVL 14 2
RB1
2910
CF
3300
3265
Bed 1 Bed 2 D2 2100 3200 Alum Stacker xxo Kitchen 170x35 Smart LVL 14 2
Alfresco
D3
D3 2100 1800 Alum Slider ox Bed 1 120x35 Smart LVL 14 2
70
D2
S S
900
600
Robe
70
6800
RB2
P1
70
70
90
820 820 Carport
Window Schedule
820 C/S
S
1150
W7
OHC
2x720 Mark Height Width Comments Location Lintel Jamb Studs
70
770 Tiled W1 600 1500 Alum Slider Bathroom 130x35 Smart LVL 2
Kitchen
4110
3265
3290
4250
800
Living Store Laundry
3740
W2 1200 600 Alum Double Hung Living 70x35 MGP12 2
CF
70
W3 1200 600 Alum Double Hung Living 70x35 MGP12 2
Bathroom
Pantry
W8
W4 1200 600 Alum Double Hung Kitche 70x35 MGP12 2
1200
Foyer
SHR W5 600 1800 Alum Slider Bed 1 130x35 Smart LVL 2
P1
Space
90
70
REF
W6 1200 1800 Alum Slider Study 130x35 Smart LVL 2
D1 W7 900 900 Alum Slider Bathroom 90x35 Smart LVL 2
70
RB1
900
W1
450
W8 900 900 Alum Slider Bathroom 90x35 Smart LVL 2
W4 W3 W2
Living Area: 64.98 m²
Carport Area: 20.40 m²
Alfresco Area: 12.39 m²
Covered Area: 25.63 m²
S : Smoke Detector
Existing Residence
890 1600 1500
100 70 70 90
6480 1200 2980
70 70 70 70
6620 4320 3000
450 450
13940
Floor Plan
1 1 : 100
Client: Rhys Williams Address: 33 Carramar St Tewantin Mobile: 0407 693 018 Date 16/02/2021 12:26:39 PM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 62 on RP 854302 Site Area : 708.95 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0418WR2
Proposed Secondary Residence Slab on Ground, Timber Framed, Sheet Roof, QBSA Lic. 54806 Issue Date: 14 - JANUARY - 2021 Scale 1 : 100 Sheet No. 2 of 8
Page 3
Door Schedule
Existing Residence
Mark Height Width Comments Location Lintel Jamb Studs Proposed Secondary Residence
D1 2100 820 Entry Door Entry 90x35 SmartLVL 14 2
12.5°
D2 2100 3200 Alum Stacker xxo Kitchen 170x35 Smart LVL 14 2
D3 2100 1800 Alum Slider ox Bed 1 120x35 Smart LVL 14 2 Pitching Level
2450
W8 W7
Cladding to Owners Selection
Carport Floor Level
Window Schedule
150
0
Mark Height Width Comments Location Lintel Jamb Studs
W1 600 1500 Alum Slider Bathroom 130x35 Smart LVL 2
W2
W3
1200
1200
600
600
Alum Double Hung
Alum Double Hung
Living
Living
70x35 MGP12
70x35 MGP12
2
2 East Elevation
W4
W5
1200
600
600
1800
Alum Double Hung
Alum Slider
Kitche
Bed 1
70x35 MGP12
130x35 Smart LVL
2
2
1 1 : 100
W6 1200 1800 Alum Slider Study 130x35 Smart LVL 2
W7 900 900 Alum Slider Bathroom 90x35 Smart LVL 2
W8 900 900 Alum Slider Bathroom 90x35 Smart LVL 2
Colorbond roof sheeting
W6
D2
W5
Cladding to Owners Selection
Carport
North Elevation
2 1 : 100
12.5°
Colorbond roof Sheet
Existing
Residence
D1 W1 Proposed Secondary Residence
W4 W3 W2
Cladding to Owners selection Carport
D3
Cladding to Owners Selection
South Elevation
3 1 : 100
West Elevation
4 1 : 100
Client: Rhys Williams Address: 33 Carramar St Tewantin Mobile: 0407 693 018 Date 16/02/2021 12:26:39 PM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 62 on RP 854302 Site Area : 708.95 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0418WR2
Proposed Secondary Residence Slab on Ground, Timber Framed, Sheet Roof, QBSA Lic. 54806 Issue Date: 14 - JANUARY - 2021 Scale 1 : 100 Sheet No. 3 of 8
Page 4
Hwd Post 90x90 mm
75 mm Min clearance to base
Pryda PSQ60090/12 100 mm Patio Slab
Post support bracket 2/M12 bolts to posts
Mass Concrete pad footing
to Engineers details
R10 rod 1200 long
Cranked through support
Posts Support Detail
2 1 : 30
Colorbond roof sheet fixed to
Manufactures details for N3
Approved type roof battens @ 900 crs fixed 12.5°
to manufactures detail for N3
Trusses @ 900 crs to Engineers details
30 mm Gal looped strap 4/30 mm nails per leg
Insulation to Energy Efficiency Consultants Details
Colorbond Fascia & Gutter
Approved type 10 mm Plasterboard to Ceiling, battens @ 450 crs
Approved type FC to Soffits
Top Plates 70x35 + 70x45 MGP12
W7
Min 2400 Clear
Tiedown rods 12 mm Ø
at 1800 mm crs or 100 mm
from Corners & openings Robe
Stud 70x35 MGP12 @ 450 crs 820 C/S
Bottom Plates 70x35 MGP12
Reinforced Concrete Slab & Footing to Engineers details
Termite protection to AS 3660.1
Section A
A 1 : 50
Client: Rhys Williams Address: 33 Carramar St Tewantin Mobile: 0407 693 018 Date 16/02/2021 12:26:40 PM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 62 on RP 854302 Site Area : 708.95 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0418WR2
Proposed Secondary Residence Slab on Ground, Timber Framed, Sheet Roof, QBCC Lic. 54806 Issue Date 14 - JANUARY - 2021 Sheet No. 4 of 8
Page 5
Wind Bracing determined from AS1684.2 for N3 sites
13940
Direction A
4130 6810 3000
Required 16.0 kN Supplied 27.92 kN 5.7kN
0.9(PB)
RB1 W5 W6 RB1
0.9(PB)
5.7kN
P1 P1
P1
P1
P1 P1
1.8(PB)
11.5kN
Patio Conc. Slab
3000
RB1
-90 mm
D3
Direction B
Required 28.4 kN Supplied 34.3 kN
5.12 kN 12
0.8 (PB) l 15 7
D2 g ona
Di a
0.9(PB)
5.7kN
6800
RB2
P1
P1
7700
Carport Conc. Slab
W7
Residence Conc. Slab -150 mm
0.9(PB)
5.7kN
1270 1000 2050
4250
Recess 75 mm
W8
1200
SHR
P1
P1
0.9(PB)
5.7kN
D1
70
ST1
450
W1 Path Conc Slab - 150 mm
900
RB1
ST1 W2 0.9(PB)
W4 W3
0.9(PB) 0.9(PB) 5.7kN
5.7kN 5.7kN
Slabs to fall away from Residence
: 12mm Tie-down rods @ 1800 crs max & 100 from Openings & corners
6620 4320 3000
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
RB1: Roof Beam 200x42 Smart LVL 15
RB2: Roof Beam 200x42 Smart LVL 15 Cont/span
P1: Posts 90x90 Treated Pine
Bracing Layout Slab Layout
1 1 : 100
2 1 : 100
Door Schedule Window Schedule
Mark Height Width Comments Location Lintel Jamb Studs Mark Height Width Comments Location Lintel Jamb Studs
D1 2100 820 Entry Door Entry 90x35 SmartLVL 14 2 W1 600 1500 Alum Slider Bathroom 130x35 Smart LVL 2
D2 2100 3200 Alum Stacker xxo Kitchen 170x35 Smart LVL 14 2 W2 1200 600 Alum Double Hung Living 70x35 MGP12 2
D3 2100 1800 Alum Slider ox Bed 1 120x35 Smart LVL 14 2 W3 1200 600 Alum Double Hung Living 70x35 MGP12 2
W4 1200 600 Alum Double Hung Kitche 70x35 MGP12 2
W5 600 1800 Alum Slider Bed 1 130x35 Smart LVL 2
W6 1200 1800 Alum Slider Study 130x35 Smart LVL 2
W7 900 900 Alum Slider Bathroom 90x35 Smart LVL 2
W8 900 900 Alum Slider Bathroom 90x35 Smart LVL 2
Client: Rhys Williams Address: 33 Carramar St Tewantin Mobile: 0407 693 018 Date 16/02/2021 12:26:41 PM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 62 on RP 854302 Site Area : 708.95 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0418WR2
Proposed Secondary Residence Slab on Ground, Timber Framed, Sheet Roof, QBSA Lic. 54806 Issue Date: 14 - JANUARY - 2021 Scale 1 : 100 Sheet No. 5 of 8
Page 6
UPLIFT CAPACITY OF BEAM/LINTEL TIE-DOWN CONNECTIONS
150mm Nail Centres: Max 100 mm
150mm top & bottom plates Uplift Capacity
150mm Vertical edges Bolt or Strap
300mm intermediate studs Unseasoned Timber Seasoned Timber
M12 Rod through to top plate 4/nails each end of strap M10 bolt to floor
to be placed at each end of wall &
250
between at Max 1800mm crs (UNO) Solid Nogging
MINIMUM PLYWOOD THICKNESS 17 12 8.4 12 9.8 7.4
Lintel
STUD SPACING (mm) 6/nails each end of strap M12 bolt to floor
250
STRESS GRADE
450 600 17 17 12 17 14 10
F8 7 9 30x0.8 G.I strap
Studs as Nominated No. of nails as per table
F11 6 7 The top plate shall be fixed or tied to the lintel
150mm
F14 4 6 within 100 mm of each rafter/truss, or the
F27 4 4.5 rafter/truss fixed directly to the lintel with a fixing
of equivalent tie-down strength to that required
250
Bolt to slab or floor frame Opening for the rafter/truss
300mm
Max 100 mm
Tie-Down Requirement From AS 1684.2
Table 9.20 (b)
Note: Where rod spacing's exceeds 1200mm,
Provide M10 bolts to bottom plate,
At Max 1200 mm enters
PLYWOOD WALL BRACING SYSTEM
METHOD A 6.4kN/M
Nailing plates or framing anchors (Legs not bent)
to either end of Noggings 6/2.8 nails each leg
2/100 mm batten screws each side
Internal bracing wall Blocks to be on both side of
Top plate Ceiling battens fixed with Battens fixed to bracing wall with Rafter or Truss bottom chord
Min 1/3.05mm Ø nail Stud size shear blocks
2/3.05mm Ø nails per batten Min Stud Size Noggings large enough to avoid splitting
either side of wall Shear blocks nailed or bolted
Drill 13.5mm Ø hole into batten and Shear block
2/100 mm batten screws
to allow for truss deflection each block
30x0.8mm GI straps with
Stud nails each end of strap as Rafter or Truss
required per table Rafter or Truss
Gap must be provided to Rafter or Truss Gap must be provided to
External wall allow for truss deflection allow for truss deflection
Provide clearance Bracing Wall Bracing Wall
where roof is trussed
Stud
BRACING WALL TO CEILING DIAPHRAGM BRACING WALL TO CEILING DIAPHRAGM
BRACING WALL TO EXTERNAL WALL Bracing Wall (TRUSSES PARALLEL TO WALL) (TRUSSES PERPENDICULAR TO WALL)
BRACING WALL TO CEILING DIAPHRAGM
CAPACITIES OF SHEAR BLOCKING (TRUSSES PARALLEL TO WALL) CAPACITIES OF SHEAR BLOCKING CAPACITIES OF SHEAR BLOCKING
No. of Straps No. of Nails Capacity Fixing Method Capacity Fixing Method Capacity
1 4/2.80mm Ø 3.3kN 6/3.05mm Ø Nails 5.0kN/Batten 6/3.05mm Ø Nails 5.0kN/Batten
CAPACITIES OF SHEAR BLOCKING
1 6/2.80mm Ø 4.9kN 6/3.33mm Ø Nails 5.5kN/Batten 6/3.33mm Ø Nails 5.5kN/Batten
4/2.80mm Ø 6.6kN
Fixing Method Capacity 1/M12 Bolt 5.1kN/Batten
2 1/M12 Bolt 5.1kN/Batten
2 6/2.80mm Ø 9.8kN 2/3.05mm Ø Nails 1.8kN/Batten
2/Batten Screws 6.9kN/Batten 2/Batten Screws 6.9kN/Batten
Client: Rhys Williams Address: 33 Carramar St Tewantin Mobile: 0407 693 018 Date 16/02/2021 12:26:41 PM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 62 on RP 854302 Site Area : 708.95 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0418WR2
Proposed Secondary Residence Slab on Ground, Timber Framed, Sheet Roof, QBCC Lic. 54806 Issue Date 14 - JANUARY - 2021 Sheet No. 6 of 8
Page 7
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
Builder to supply footpath protection & show required signage to comply to council regulations & Or recessed into concrete slab during construction & shower screens fitted to above standards
comply to the Workplace Health & Safety act. Baths to installed to above standards & approved type sealants to be used to prevent water or Moisture getting into framework
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
Builder to supply sediment control where needed Recommend Laundry floor to have a dry waste in floor & grade floor to it or to door to allow for overflow
All work to comply to the National Construction Codes 2014 Wet Areas include Bathrooms Ensuite Laundry & WC or Powder rooms
Termite protection to AS. 3660.1 2/durable notices to be installed in prominent locations stating
method of protection, Date of installation, Life expectancy & frequency of inspections Tiled areas: Tiles to laid or fixed to a clean dry substrate to comply to AS 3958
Smoke alarms to comply to AS. 3786 Hardwired in & interconnected Ensure water proofing is dry & is suitable for the adhesives or grouts to be applied to
Ensure the correct tile is being used for the application (ie. Floor tiles on Floors)
Concrete slab & 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 & All walls to be checked to ensure they are fixed correctly, straight & plumb prior to fixing plasterboard or interior lining
Construction Timbers Queensland(CTIQ) Plasterboard or interior linings to be fixed to dry frames in strict compliance with manufactures details. Setting of plasterboard to be done in
All Steelwork to comply to AS. 4100 for steel structures strict compliance with manufactures specifications, Sanded to provide a flat smooth finish
Roof trusses to be designed by manufacture & Certified, Truss manufacture/Engineer to determine or confirm
Painting: Paints & application to comply to AS 2311 Min 3 coat application system to be used
all lintel sizes under standard & Girder trusses for load bearing capabilities Substrate to be clean & dry correct type sealers & primers to be used for substrate
Lighting to comply with AS.1680.1 & B.C.A. Vol 2 Part 3.8.4.2 & 3 If paint is sprayed on then a back roll should be done between coats & after final coat
Electrical installations to comply to AS. 3000 & other relevant regulations Mould resistant paint to be used in Bathrooms, Ceilings to have approved ceiling paint applied & be a matt finish
Plumbing & drainage to comply to AS. 3500 Hot water system to AS. 3500 4.1
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
in strict accordance with the manufactures specifications
External waterproofing to comply to AS. 4654
Windows & Glazing to AS.2047 -1999 Screening or security screens to comply to Concrete slabs & footings to be poured to Structural Engineers Specifications & in accord with AS 2870
relevant regulations. Type of glass used to be determined by Energy Efficiency Consultant External concrete shall be have a NON-Slip Finish or a NON-slip coating applied to the surface
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 All external windows & doors to have appropriate flashing & seals fitted to prevent water getting into building or to the frame work
For all installations of windows follow manufactures instructions or Installation & Fixing Guide at www.awa.org.au
Comply to Aust. & QLD. Standards & requirements
Structural members Wind bracing & tie-down to be certified or designed by Structural Engineer New Dwelling; to have Min. 50 % of specified bracing installed prior to roof going on
WC to be installed with 4.5/3 L dual flush cistern or better Existing Dwelling; During construction temporary propping & bracing to consulting Engineers satisfaction
All taps & Shower roses to be AAA Conservation rating
All roof water to be discharged to Council approved drainage point or street Gang nail Splice plates NOT permitted for exterior timber beams
All waste water to be connected to existing sewerage 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 Notes for Construction & Maintenance of Roofs
The Builder must have BA Approval for the proposed works from either a Private Certifier or
Local Council prior to work commencing 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: Rhys Williams Address: 33 Carramar St Tewantin Mobile: 0407 693 018 Date 16/02/2021 12:26:41 PM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 62 on RP 854302 Site Area : 708.95 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0418WR2
Proposed Secondary Residence Slab on Ground, Timber Framed, Sheet Roof, QBCC Lic. 54806 Issue Date 14 - JANUARY - 2021 Sheet No. 7 of 8
Page 8
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: Rhys Williams Address: 33 Carramar St Tewantin Mobile: 0407 693 018 Date 16/02/2021 12:26:42 PM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 62 on RP 854302 Site Area : 708.95 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0418WR2
Proposed Secondary Residence Slab on Ground, Timber Framed, Sheet Roof, QBCC Lic. 54806 Issue Date 14 - JANUARY - 2021 Sheet No. 8 of 8