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SEC Constructions_P3_S1_Secondary Residence Plan · OPW20/0197
Plans and drawings: the text below has words only, no drawings.
SHEET NUMBER SHEET TITLE
1 Title Page
2 Site plan
3 Floor Plan
4 Elevations
5 Section A
6 Sections B & C
7 Sub-Floor &
Bracing Layouts
8 Bracing Details
9 Notes
Eastern View 10 Work Place
1 Health & Safety
Notes
Southern View
3
Northern View
2
Any Alterations to the design or substitution of structural members
from approved design plans with out the written consent from
Steven Horn Accolade Building Designs
will void any responsibilities we have for the
structural integrity or performance of the building
Western View THESE DRAWING ARE SUBJECT TO COPYRIGHT NO PART MAY BE
4 DISPLAY ONLY
COPIED OR REPRODUCED OTHER THAN FOR THE PURPOSE OF THIS
CONSTRUCTION WITHOUT WRITTEN CONSENT FROM STEVEN HORN,
ACCOLADE BUILDING DESIGN & DRAFTING
Client: Ken & Sorelle Christensen Address: 69 Maple St Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 9/04/2020 8:46:11 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 4 on C5605 Site Area : 1018 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0619CKS
Proposed Secondary Residence on SHS Posts Timber Framed, Sheet Roof QBCC Lic. 54806 Issue Date 09 - APRIL - 20 Sheet No. 1 of 10
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Page 2
Downpipe Locations Shown are Suggested Positions only
Final Positions are to be Determined by Plumber, or Roofing Contractor & Builder
ET
RE
ST
Driveway
E
PL
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00
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47
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31
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. 12 30
3
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13
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Driveway
. 65
dD
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2m
S
NORTH
ng
isti
Ex
4 0
50
00
30
2
5
Existing Residence 04
10 Pro
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Ca
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Existing Garage rt
Existing Shed Demolished
7055
40
50
36
45
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31
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Real Property Description 22 4m
.0 12
2
Lot No. 4 on C5605
Locality: Cooroy Site Plan
Address: 69 Maple St.
Site Area: 1018 m²
1 1 : 200
Client: Ken & Sorelle Christensen Address: 69 Maple St Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 9/04/2020 8:46:11 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on C5605 Site Area : 1018 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0619CKS
Proposed Secondary Residence on SHS Posts Timber Framed, Sheet Roof QBSA Lic. 54806 Issue Date: 09 - APRIL - 20 Scale 1 : 200 Sheet No. 2 of 10
Page 3
100
2980 6990 1050
70 90 70
2560 3600 600
70 70 2170 70 100
30 0
2700 600 2770 1430 1050 Window Schedule
70
10 0
1900 3060 2879
116 Mark Height Width Comments Location Lintel Jamb Studs
W1 600 1500 Alum Slider Bed 2 90x35 Smart LVL 14 2
W2 900 1500 Alum Slider Bathroom 90x35 Smart LVL 14 2
25 5
R B2
B ou
W3 900 2400 Alum Slider Bed 1 170x35 Smart LVL 14 2
0
54 0
nd ar
W4 1800 450 Alum Double Hung Living 90x35 Smart LVL 14 2
0 10 0
y
W5 1800 450 Alum Double Hung Living 90x35 Smart LVL 14 2
W6 1200 1800 Alum Slider Kitchen 130x35 Smart LVL 14 2
W7 900 600 Alum Double Hung Kitchen 90x35 Smart LVL 14 2
Concrete Slab
W8 900 600 Alum Double Hung Kitchen 90x35 Smart LVL 14 2
3634
25 5
W9 1200 1800 Alum Slider Bed 2 130x35 Smart LVL 14 2
R B3
0
Ramp Slope 1 in 14
XB
1010 100
10 0
W2 W3
450
30 0
top
el S
70
70
Whe B2 Door Schedule
900 wide
1000
SHR
1060
1270
1200
R
137
W1 XB
NICHE Timber Mark Height Width Comments Location Lintel Jamb Studs
° 01
70
70
50.6
70
920 C/S
3040
Bath
3000
D1 2040 920 Entry Door ENT/Foyer 90x35 Smart LVL 14 2
3140
Bed 1
' 00"
52 m
EX CF C D2 2100 3600 Alum Stacker Living 2/200x35 Smart LVL 14 3
Robe
1640
1500
1930
Store
S
6
2800
W9
Study
70
70
100
CF 100
1220 70
S 920 920
2800
1230
S Foyer 500
920
D1
1560
Entry
3000
100
70
REF
W4
380
PTY
W8
Lin
100
Space
70
10180
3970
4040
Kitchen
A
2900
UBO
RH
CF
HP
2300
5 Dining Living
W7
W5
Sink Living Area: 63.40 m²
70
70
Timber Deck Area: 28.42 m² + Ramp
5280
W6 D2
1600
/ WM
Drier
RB1
RB1
3000
3000
Timber Deck
L1: 140x45 MGP12
70
CF
RB1: 200x65 Hyne LGL GLT or 200x58 Smart LVL 15 Cont/spans
1330
RB2: 200x50 Uns. Hwd F14
RB3: 225x50 Uns. Hwd F14
100
450
RB1
B
6
3300 5030
70
8400
70 70 2480
2713 2713 2713
100 100 100 100 100
8540 2580
Floor Plan
1 1 : 100
Client: Ken & Sorelle Christensen Address: 69 Maple St Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 9/04/2020 8:46:12 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on C5605 Site Area : 1018 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0619CKS
Proposed Secondary Residence on SHS Posts Timber Framed, Sheet Roof QBSA Lic. 54806 Issue Date: 09 - APRIL - 20 Scale 1 : 100 Sheet No. 3 of 10
Page 4
Pitching Level Roof Sheet & Gutters to match existing Residence
129440
W5 W4
D1
W1
W3 W2
Ground Floor Cladding to Match Existing Residence as close as possible (Linear Board )
127000
Builder to Determine exact Level on site
to Comply with BCA for Min Ground Clearances
Northeast Elevation
1 1 : 100 Northwest Elevation
2 1 : 100
Door Schedule Window Schedule
Mark Height Width Comments Location Lintel Jamb Studs Mark Height Width Comments Location Lintel Jamb Studs
D1 2040 920 Entry Door ENT/Foyer 90x35 Smart LVL 14 2 W1 600 1500 Alum Slider Bed 2 90x35 Smart LVL 14 2
D2 2100 3600 Alum Stacker Living 2/200x35 Smart LVL 14 3 W2 900 1500 Alum Slider Bathroom 90x35 Smart LVL 14 2
W3 900 2400 Alum Slider Bed 1 170x35 Smart LVL 14 2
W4 1800 450 Alum Double Hung Living 90x35 Smart LVL 14 2
W5 1800 450 Alum Double Hung Living 90x35 Smart LVL 14 2
W6 1200 1800 Alum Slider Kitchen 130x35 Smart LVL 14 2
W7 900 600 Alum Double Hung Kitchen 90x35 Smart LVL 14 2
W8 900 600 Alum Double Hung Kitchen 90x35 Smart LVL 14 2
W9 1200 1800 Alum Slider Bed 2 130x35 Smart LVL 14 2
W6
D2
W9
W8 W7
Southeast Elevation
3 1 : 100
Southwest Elevation
4 1 : 100
Client: Ken & Sorelle Christensen Address: 69 Maple St Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 9/04/2020 8:46:13 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on C5605 Site Area : 1018 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0619CKS
Proposed Secondary Residence on SHS Posts Timber Framed, Sheet Roof QBSA Lic. 54806 Issue Date: 09 - APRIL - 20 Scale 1 : 100 Sheet No. 4 of 10
Page 5
22.
Colorbond Custom Orb Roof Sheeting 5°
Fixed to Manufacturers Details for N3 Wind rating
Approved type roof battens @ 900 Ctrs
Fixed to manufacturers details for N3
Approved type trusses to Manufactures details @ 900 ctrs.
1/30 mm gal looped strap 4/30 mm nails per leg
Insulation to Dwelling to Energy Efficiency Consultant's details
Approved type soffit lining FC Sheet
Plasterboard Linings to Ceilings & walls
Top Plates 35x70 + 45x70 MGP12
Studs 70x35 MGP12 @ 450 ctrs.
2440
Tie-down rods 12 mm Ø @ 1200 Ctrs 920
920
Bottom plates 70x35 MGP12
DFJ: Double Joists under load bearing walls Balustrade to Comply to Owners selection
FJ1: Floor joists @ 450 Ctrs.
1/Framing anchor 4/30 mm nails per leg
C2: 75 mm clearance to base of posts
FB1: Floor bearers 2/M12 bolts to SHS
C1: Galv SHS posts & Bitumen paint to Engineers details
Pryda PSQ600100/12
Post support bracket 2/M12 bolts to posts
N12 rod Cranked through support
Mass concrete footings to Engineers details
Section A
A 1 : 50
Notes for Construction & Maintenance of Timber Decks: Recommend hot dip galvanized or stainless steel connectors & fixings be used at all times. Especially where inspections are not possible deck is to
close to ground or decking to be screwed in place to allow for easy removal to inspect sub-floor for any issues
Builder to adhere manufactures specifications or industry standards at all times & B.C.A. 3.10.6 Timber Queensland recommend that all timber has a moisture content of 15%
Owners to follow manufactures details for maintenance & cleaning of deck 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
All timber posts to be naturally durable Class 1 or 2 above ground or softwoods H3 treated if supported on bracket if in ground to be H5 Treated soft 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 hardwood. or stainless steel. Stainless Steel to be used within 900 mm of pools
Recommend brackets or supports be used & Bitumen paint be applied to the top 200 mm of bracket in the concrete. All Framing Anchors, Fixing Plates, Nailing Plates, Joist hangers to be Galvanised Minimum or Stainless Steel where Construction within 2.0 km
Posts to have a Minimum 75 mm clearance from the base of the post to footing or slab & post to be 10 mm above cross member of bracket. End radius of open coastal areas
grain of post to be sealed prior to erecting. Ends of boards to be slightly undercut at joints. Gaps between decking boards to be min 3 mm to 5 mm
Top of concrete pad footing to be mounded to fall away from support to prevent water from ponding (Check with supplier Gaps range with different Types of timbers)
Bearers, Hardwood to be H3 treated if less than 400 mm above ground H4 for touching ground H5 for in ground. Decking boards to be fully sealed (Oiled, Stained, Painted etc.) prior to fixing.
Joists as bearers depending on ground clearance. Joists to have Malthoid strip or bituminous paper fixed to top of joists. Softwood & Engineered Recommend a light coloured sealer, with UV protection and a fungicide to be used
manufactured timbers bearers & joists to be H3 min treated at all times. Approved connectors be used for treated timbers & location.
Maintenance & inspection of deck by Owner is to be carried out regularly
Sweep or blow, leaf or other debris off deck. Hosing or use of water to be avoided. Keep the gaps between decking boards clear of dirt & debris.
Reseal decking boards when required by manufactures recommendations
Inspect all connections for corrosion or movement regularly (Twice Yearly)
Pot plants to be on stands with a drip tray underneath & moved around regularly to prevent uneven weathering of the deck
Accolade Building Designs recommends that Builder & Home Owners read Domestic Deck Design Guide
Available on line www.timber.net.au
Client: Ken & Sorelle Christensen Address: 69 Maple St Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 9/04/2020 8:46:13 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on C5605 Site Area : 1018 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0619CKS
Proposed Secondary Residence on SHS Posts Timber Framed, Sheet Roof QBSA Lic. 54806 Issue Date: 09 - APRIL - 20 Scale 1 : 50 Sheet No. 5 of 10
Page 6
Colorbond Custom Orb Roof Sheeting
Fixed to Manufacturers Details for N3 Wind rating
Colorbond Custom Orb Roof Sheeting
Approved type roof battens @ 900 Ctrs Fixed to Manufacturers Details for N3 Wind rating
Fixed to manufacturers details for N3
RB3: Roof Beam 2/M12 bolts to posts Roof battens 75x38 Hwd F17 @ 900 Ctrs
5.0° Fixed 1/No. 14 batten screw to each rafter
Approved type trusses to Manufactures details @ 900 ctrs.
1/30 mm gal looped strap 4/30 mm nails per leg
Rafters 100x50 Uns Hwd F17 @ 900 Ctrs
RB1: Roof beam Cont/span 1/Framing anchor 4/30 mm nails per leg
2/M12 bolts to posts
RB2: Roof Beams 2/M12 bolts to posts
Approved type Ceiling lining
Min. 2100
C2: 75 mm clearance to base of posts
2440
XB: Rod Bracing Set. 16 mm Rods
Pryda PSQ600100/12
Post support bracket 2/M12 bolts to posts
Approved type Balustrade N12 rod Cranked through support
1000
to Owners selection
Wheel Stop
DJ1: Floor joists @ 450 Ctrs. Concrete pad footings to Engineers details Concrete Slab 100 mm thick
1/Framing anchor 4/30 mm nails per leg SL72 Slab fabric 50 mm cover
NON Slip finish
DB1: Floor bearers 2/M12 bolts to SHS
C2: 75 mm clearance to base of posts
Pryda PSQ600100/12
Post support bracket 2/M12 bolts to posts
N12 rod Cranked through support
Section B Section C
Concrete pad footings to Engineers details
B 1 : 50
C 1 : 50
UPLIFT CAPACITY OF BEAM/LINTEL TIE-DOWN CONNECTIONS
Max 100 mm
Uplift Capacity
Bolt or Strap
70 Unseasoned Timber Seasoned Timber
Min 50
4/nails each end of strap M10 bolt to floor
250
Solid Nogging
17 12 8.4 12 9.8 7.4
Bearer Min bolt Spacing 6 bolt Ø 6 bolt Ø Lintel
6/nails each end of strap M12 bolt to floor
4 bolt Ø
250
12 mm Bolts Bolts 5 bolt Ø
6 bolt Ø 17 17 12 17 14 10
4 bolt Ø 30x0.8 G.I strap
Studs as Nominated No. of nails as per table
4 bolt Ø Hwd Posts
Hwd Posts 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
of equivalent tie-down strength to that required
250
Bolt to slab or floor frame Opening for the rafter/truss
Bearer - Post Beam - Post 1:10
1:10
Max 100 mm
Tie-Down Requirement From AS 1684.2
Bearer/Beam Post Detail Table 9.20 (b)
Tie-down Detail
1 1 : 10 2 1 : 30
Client: Ken & Sorelle Christensen Address: 69 Maple St Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 9/04/2020 8:46:14 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 4 on C5605 Site Area : 1018 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0619CKS
Proposed Secondary Residence on SHS Posts Timber Framed, Sheet Roof QBCC Lic. 54806 Issue Date 09 - APRIL - 20 Sheet No. 6 of 10
Page 7
9970
2980 6990
75 75 75 75 75
2905 2230 2230 2230
10 0
75 C2
1355
25 5
C2 Teco Bracing over rafters
0
tensioned & looped at ends
54 0
2/30x2.8 nails per rafter
0
10 0
116 C2
Wind Bracing determined from AS1684.2 for N3 sites
Direction B
25 5
C2
0
C2 C2 XB Required 27.3 kN Supplied 38.4 kN XB
100
10 0
1010
0.9 (PB) 0.9 (PB)
C1 C1 C1 C1 C2 W2 W3
2260
75
75
0.9 (PB)
FB1
1.8 (PB)
1270
1195
DFJ
1195
DJ2
C1 C1 C1 C1 C1 DB2 XB W1 XB
DFJ
100
75
75
FB1 FB1 C2
C2
100
FJ
FJ
Ramp
1690
1720
2800
0.9 (PB)
W9
2965
C1 FB1 C1 DB2
100 3000 DN
75
100
C2
1.4 (PB)
D1
Required 29.8 kN Supplied 35.2 kN
1560
DJ2
C1 C1 C1 C1
5910
DFJ
75
W4
FB1
W8
100
10180
DB2
FJ
C2 C2
Direction A
DFJ*
2720
1.4 (PB)
1.3 (PB)
W7
W5
C1 C1 FB1 C1 C1
75
5380
W6 D2
0.9 (PB) 0.9 (PB)
GS GS GS
2900
3000
DJ1
C2 DB1 C2 DB1 C2 DB1 C2
100
0
2747 2747 2747 1355 1050
75 75 75 75 2480
75 100 : 12mm Tie-down rods @ 1200 crs max & 100 from Openings & corners
2713 2713 2713
100 100 100 100 0.9 (PB) Denotes bracing Ply 4mm F14 900 mm wide
8540 1430 1050 to supply 6.4 kN/m as per AS 1684.2 Table 8.18 (h) Method A
100
FB1: Floor Bearers 240x65 Hyne LGL GLT or 240x58 Smart LVL 15
DFJ: 2/Floor Joists 2/170x44 Hyne LGL GLT or 2/170x42 Smart LVL 15
Bracing Layout
DFJ*: 2/Floor Joists 2/200x44 Hyne LGL GLT or 2/200x42 Smart LVL 15
FJ: Floor Joists 170x44 Hyne LGL GLT or 170x42 Smart LVL 15 @ 450 Ctrs
DJ1: Deck Joists 200x50 Uns Hwd F14 @ 450 Ctrs
DJ2: Deck Joists 125x50 Uns Hwd F14 @ 450 Ctrs
DB1: Deck Bearers 225x75 Uns Hwd F17 Sub-Floor Layout 2 1 : 100
DB2: Deck Bearers 150x75 Uns Hwd F14
C1: Galv SHS Posts 75x75x4.0 mm
C2: Hwd Posts F14 100x100 mm H3 Treated
1 1 : 100
GS: 30 mm Galv. straps 1/50x3.15 mm hot-dipped galv. flat head deformed nail per joist
XB: 16 mm Bracing Rod set
Client: Ken & Sorelle Christensen Address: 69 Maple St Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 9/04/2020 8:46:14 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on C5605 Site Area : 1018 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0619CKS
Proposed Secondary Residence on SHS Posts Timber Framed, Sheet Roof QBSA Lic. 54806 Issue Date: 09 - APRIL - 20 Scale 1 : 100 Sheet No. 7 of 10
Page 8
150mm Nail Centres:
150mm top & bottom plates M10 Bolts - 15kN
150mm Vertical edges M12 Bolts - 20kN
300mm intermediate studs
M12 Rod through to top plate
to be placed at each end of wall &
between at Max 1200mm crs (UNO)
Double joists or
450mm long full depth cleat
Nailed to joists with
6/75x3.15mm nails
BRACING WALL TO FLOOR JOISTS
150mm (WALL PERPENDICULAR TO TRUSSES)
2/ Framing anchors at
Each end of blocking M10 Bolts - 15kN
6/nails per face M12 Bolts - 20kN
300mm
Solid packer plate to suit 100x50 F14 Hwd. or 120x45 MGP12
blocking piece on edge
Note: Where rod spacing's exceeds 1200mm, BRACING WALL TO FLOOR JOISTS
Provide M10 bolts to bottom plate,
At Max 1200 mm enters (WALL PARALLEL TO TRUSSES)
PLYWOOD WALL BRACING SYSTEM
METHOD A 6.4kN/M
MINIMUM PLYWOOD THICKNESS
STUD SPACING (mm)
STRESS GRADE
450 600
F8 7 9
F11 6 7
F14 4 6
150 Min - finished ground
F27 4 4.5
Joists
Bearers
400
Min
Bracing Wall Details
1 1 : 30 2000
Client: Ken & Sorelle Christensen Address: 69 Maple St Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 9/04/2020 8:46:14 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 4 on C5605 Site Area : 1018 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 0619CKS
Proposed Secondary Residence on SHS Posts Timber Framed, Sheet Roof QBSA Lic. 54806 Issue Date: 09 - APRIL - 20 Scale 1 : 30 Sheet No. 8 of 10
Page 9
GENERAL SPECIFICATION Construction Notes
Written Dimensions take Precedence over scale If in doubt call Accolade Building Designs Timber Frame: Framing to be built in accordance with AS 1684 Termite protected timbers shall be used on all framing
Builder to verify all dimensions & levels on site prior to commencement of work Approved type flashing & sarking to be attached between cladding & frame along with slab & frame to prevent moisture getting to the frames
All boundary setbacks to be strictly adhered to as minimum setbacks apply All wet areas to be made waterproof or resistant to comply to AS 3740 & BCA 3.8.1
Verify location of all services on site & all floor levels allow for connection to these services Linings used shall be approved for use in wet areas & shall be fixed in strict accordance
All building work to be carried out to Aust Standards & to the relevant building codes of Australia with Manufactures specifications. Recommended that all showers have a waterproofed hob
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 structural Timbers to comply with National Timber Framing Codes AS. 1684.2 & AS . 1720 & compliance with manufactures specifications, Sanded to provide a flat smooth finish
Construction Timbers Queensland(CTIQ)
All Steelwork to comply to AS. 4100 for steel structures 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 Structaflor 19 mm (Yellow Tongue) to be used 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
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 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
Stairs to B.C.A. Vol 2 Part 3.9.1 Balustrade Part 3.9.2
Timber Decks to be built to B.C.A. 3.10.6
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 Building Approval for the proposed works from a Building Certifier 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: Ken & Sorelle Christensen Address: 69 Maple St Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 9/04/2020 8:46:15 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 4 on C5605 Site Area : 1018 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0619CKS
Proposed Secondary Residence on SHS Posts Timber Framed, Sheet Roof QBCC Lic. 54806 Issue Date 09 - APRIL - 20 Sheet No. 9 of 10
Page 10
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: Ken & Sorelle Christensen Address: 69 Maple St Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 9/04/2020 8:46:15 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 4 on C5605 Site Area : 1018 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
0619CKS
Proposed Secondary Residence on SHS Posts Timber Framed, Sheet Roof QBCC Lic. 54806 Issue Date 09 - APRIL - 20 Sheet No. 10 of 10
Used in these records
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