Council archive · source document
Plans Altered 26 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
10
Final Positions are to be Determined by Plumber, or Roofing Contractor & Builder
RL:121.96
BM: Nail in Kerb
3
SE
W
ER 0° 00' 00"
4
2
650
635
CRYSTAL
68.397 m
Driveway
3416
Demolished
Stor m
2700
4436
Shed
Driveway
Proposed Carport Area
wate
IL: 114.34 In
IL: 114.33 Out
LL: 115.69
MH:
DP
DP
r Tren
DP
DP
ch 8
20°
Proposed Garage Area Driveway
00 m
90° 00' 00"
20.116 m
m
DP
deep
Driveway
20°
300 m
Proposed Workshop/Storage Area
SEWER
m wid3
DP
DP
2
10
10
e Fil
20°
1
DP
270° 00' 00"
20.116 m
led w
3
5.0°
ith G
Proposed Deck Area
Residence
Secondary
Proposed
DP
eotec
2
Deck Area
DP
4
Fabr h
ic &
20°
Deck Area
1
Grav
STREET
20°
el
Site Plan
2100
1 : 200
1500
1480
DP
DP
DP
DP
180° 00' 00"
1
68.397 m Bdy. - 6000 - Posts
1
4
10 37995
SURVEY Provided by MWA & Associates
SHEET NUMBER SHEET TITLE SHEET NUMBER SHEET TITLE
1 Site plan 9 2nd Residence Floor Plan
2 Main Residence Plan 10 2nd Residence Elevations
3 Main Residence Elevations 11 Notes
4 Main Residence Elevations 12 Work Place Health & Safety Notes
5 Main Sub-Floor Layout 13 Combined Site plan
6 Section A
7 Section B
Real Property Description 8 Main Residence Bracing Layout
Lot No. 28 on RP. 32777
Parish: Tewantin
County: March Any Alterations to the design or substitution of structural members
Locality: Cooroy from approved design plans with out the written consent from
Address: 26 Crystal St. Steven Horn Accolade Building Designs
Site Area: 1374 m² will void any responsibilities we have for the
NORTH
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: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:03 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 200 Sheet No. 1 of 13
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Page 2
1000 6810 6200 1700 5810 3025
RB1: 165x65 Hyne Beam 17 GLT,S, Cont/span, 2/M12 Galv. Bolts to posts 70 70 70 70 115 70 70 70 2885 115
RB2: 165x65 Hyne Beam 17 GLT,S, 2/M12 Galv. Bolts to posts 600 3410 600 920 1600 6158 1627 2450 3150
RB3: 150x44 Hyne Beam LGL GLT, or 150x42 Smart LVL 15 70 70 90 70 70
Cont/span, 2/M12 Galv Bolts to posts 3000 600 1930 1000 1000 4180 930 930 1000 3600
RB4: 170x44 Hyne Beam LGL GLT, or 170x42 Smart LVL 15 2000 600 3000
2/M12 Galv. Bolts to posts
600
W20
RB5: 195x65 Hyne Beam 17 GLT,S, 2/M12 Galv. Bolts to posts
70
600
RB6: 200x44 Hyne Beam LGL GLT or 150x42 Smart LVL 15 Robe
W19
1020
Bath 1
Cont/span, 2/M12 Galv Bolts to posts W11 W12 W13
EF
70
SHR
S : Smoke Detectors
920
SHR
CF: Ceiling Fans
2280
Robe
WC2
Bath 2
3600
W1
EF: Exhaust Fans Bedroom 4 Bedroom 1
3300
W10
W14
HP: Hot Plates CF 770 CF
B
7
UBO: Under Bench Oven WC1
W18
EF
720
70
720
7340
Range hood over Hot Plates
7410
S S
820
1020
6510
70
70
820 770
W17
Laundry
820
930
2/720
820
Space
S S
WM
10680
70
A
6
S
9660
3000
Bedroom 2
3000
W2
Bedroom 3
W9
S
Storage
CF
CF
2000
Robe
Robe
Linen
14600
720
820
W16 RB2
70
300x42 LVL
115
70
Privacy Screen
Carport REF
HP
Privacy Screen
Entry
Space
D1
1410
1410
720
UBO Pantry Foyer
1
W15
3070
3070
Kitchen Privacy Screen
70
3458
CF (By Others)
W8
Floor Plan
1 : 100
RB4
Timber Deck
90 910
90
115
Rumpus
RB1
7000
115
CF
120400
CF
1828
Living
5640
5780
D2
70
D7 D6
3010
CF
CF
RB5
4000
115
1960
D5
3458
D4
D3
Timber Deck Passage Dining
4230
1828
70
W6 W5
820
820
115
115
70
70
600
RB4 W7 W4 W3 RB2
2630 1070 1000 1030 900 600
6200 70 70 70
2885 4670 7370 2885
115 70 70 70 70 115
3000 4810 6200 7510 3000
Door Schedule Window Schedule 1 Window Schedule 2
Mark Height Width Comments Location Lintel Jamb Studs Mark Height Width Comments Location Lintel Jamb Studs Mark Height Width Comments Location Lintel Jamb Studs
D1 2040 820 Entry Door & Sidelight Entry 90x35 LVL 14 2 W1 1200 2400 Alum Sliders oxxo Bed 1 170x35 LVL14 3 W11 600 1800 Alum Sliding Bed 4 120x35 LVL14 2
D2 2100 4200 Alum Slider oxxo Living 360x42 LVL 15 4 W2 1200 1800 Alum Sliding Bed 2 120x35 LVL14 2 W12 900 600 Double Hung/Opaque WC2 70x35 MGP12 2
D3 2100 1800 Alum Slider Dining 120x35 LVL 14 2 W3 1200 900 Alum Double Hung Living 120x35 LVL14 2 W13 900 600 Double Hung/Opaque Bath 2 70x35 MGP12 2
D4 2100 1800 Alum Slider Rumpus 120x35 LVL 14 2 W4 1200 2400 Alum Sliders oxxo Dining 170x35 LVL14 3 W14 1200 1500 Alum Sliding/Opaque Bath 2 90x35 LVL14 2
D5 2100 3200 Alum Slider xxo Rumpus 240x42 LVL 15 3 W5 900 1800 Alum Sliding Passage 120x35 LVL14 2 W15 600 1800 Alum Sliding Kitchen 120x35 LVL14 2
D6 2040 820 External Passage 90x35 LVL1 4 2 W6 900 1800 Alum Sliding Passage 120x35 LVL14 2 W16 600 1500 Alum Sliding Kitchen 90x35 LVL14 2
D7 2040 820 External Passage 90x35 LVL1 4 2 W7 1200 2400 Alum Sliding Rumpus 170x35 LVL14 3 W17 900 600 Alum Double Hung Laundry 70x35 MGP12 2
W8 1000 1800 Alum Sliding Rumpus 120x35 LVL14 2 W18 900 600 Alum Sliding/Opaque WC 70x35 MGP12 2
W9 1200 1800 Alum Sliding Bed 3 120x35 LVL14 2 W19 900 600 Alum Sliding/Opaque Bath 1 70x35 MGP12 2
W10 1200 1800 Alum Sliding Bed 4 120x35 LVL14 2 W20 900 600 Double Hung/Opaque Bath 1 70x35 MGP12 2
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:04 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 100 Sheet No. 2 of 13
Page 3
20°
WeatherTex PrimeLok to North wall
20°
Colorbond Roof Sheeting Colorbond Roof Sheeting
5.0°
W11
W20 W13 W12
W16
WeatherTex PrimeLok Colorbond Cladding
Carport
West Elevation
2 1 : 100
Door Schedule
Mark Height Width Comments Location Lintel Jamb Studs
D1 2040 820 Entry Door & Sidelight Entry 90x35 LVL 14 2
D2 2100 4200 Alum Slider oxxo Living 360x42 LVL 15 4
Window Schedule D3 2100 1800 Alum Slider Dining 120x35 LVL 14 2
D4 2100 1800 Alum Slider Rumpus 120x35 LVL 14 2
D5 2100 3200 Alum Slider xxo Rumpus 240x42 LVL 15 3
Mark Height Width Comments Location Lintel Jamb Studs
D6 2040 820 External Passage 90x35 LVL1 4 2
W1 1200 2400 Alum Sliders oxxo Bed 1 170x35 LVL14 3
D7 2040 820 External Passage 90x35 LVL1 4 2
W2 1200 1800 Alum Sliding Bed 2 120x35 LVL14 2
W3 1200 900 Alum Double Hung Living 120x35 LVL14 2
W4 1200 2400 Alum Sliders oxxo Dining 170x35 LVL14 3
W5 900 1800 Alum Sliding Passage 120x35 LVL14 2
W6 900 1800 Alum Sliding Passage 120x35 LVL14 2
W7 1200 2400 Alum Sliding Rumpus 170x35 LVL14 3
W8 1000 1800 Alum Sliding Rumpus 120x35 LVL14 2
W9 1200 1800 Alum Sliding Bed 3 120x35 LVL14 2 Colorbond Roof Sheeting
W10 1200 1800 Alum Sliding Bed 4 120x35 LVL14 2
Pitching Level
W11 600 1800 Alum Sliding Bed 4 120x35 LVL14 2
123140
W12 900 600 Double Hung/Opaque WC2 70x35 MGP12 2
W13 900 600 Double Hung/Opaque Bath 2 70x35 MGP12 2
2740
W2 W1
W14 1200 1500 Alum Sliding/Opaque Bath 2 90x35 LVL14 2
W15 600 1800 Alum Sliding Kitchen 120x35 LVL14 2 D2 D1
W16 600 1500 Alum Sliding Kitchen 90x35 LVL14 2
WeatherTex PrimeLok Floor Level
W17 900 600 Alum Double Hung Laundry 70x35 MGP12 2
W18 900 600 Alum Sliding/Opaque WC 70x35 MGP12 2
W19 900 600 Alum Sliding/Opaque Bath 1 70x35 MGP12 2 120400
W20 900 600 Double Hung/Opaque Bath 1 70x35 MGP12 2 Screening not shown
North Elevation
1 1 : 100
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:04 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 100 Sheet No. 3 of 13
Page 4
20°
20°
Colorbond Roofing
Colorbond Roofing Pitching Level
123140
2740
W7 W4 W3
Colorbond Cladding Colorbond Cladding Floor Level
120400
East Elevation
1 1 : 100
Door Schedule
Mark Height Width Comments Location Lintel Jamb Studs
D1 2040 820 Entry Door & Sidelight Entry 90x35 LVL 14 2
Window Schedule D2 2100 4200 Alum Slider oxxo Living 360x42 LVL 15 4
D3 2100 1800 Alum Slider Dining 120x35 LVL 14 2
Mark Height Width Comments Location Lintel Jamb Studs D4 2100 1800 Alum Slider Rumpus 120x35 LVL 14 2
W1 1200 2400 Alum Sliders oxxo Bed 1 170x35 LVL14 3 D5 2100 3200 Alum Slider xxo Rumpus 240x42 LVL 15 3
W2 1200 1800 Alum Sliding Bed 2 120x35 LVL14 2 D6 2040 820 External Passage 90x35 LVL1 4 2
W3 1200 900 Alum Double Hung Living 120x35 LVL14 2 D7 2040 820 External Passage 90x35 LVL1 4 2
W4 1200 2400 Alum Sliders oxxo Dining 170x35 LVL14 3
W5 900 1800 Alum Sliding Passage 120x35 LVL14 2
W6 900 1800 Alum Sliding Passage 120x35 LVL14 2
W7 1200 2400 Alum Sliding Rumpus 170x35 LVL14 3
W8 1000 1800 Alum Sliding Rumpus 120x35 LVL14 2
W9 1200 1800 Alum Sliding Bed 3 120x35 LVL14 2
W10 1200 1800 Alum Sliding Bed 4 120x35 LVL14 2
W11 600 1800 Alum Sliding Bed 4 120x35 LVL14 2
W12 900 600 Double Hung/Opaque WC2 70x35 MGP12 2
W13 900 600 Double Hung/Opaque Bath 2 70x35 MGP12 2 Colorbond Roofing
W14 1200 1500 Alum Sliding/Opaque Bath 2 90x35 LVL14 2
W15 600 1800 Alum Sliding Kitchen 120x35 LVL14 2
W16 600 1500 Alum Sliding Kitchen 90x35 LVL14 2
W17 900 600 Alum Double Hung Laundry 70x35 MGP12 2 W10 W9 W8
W18 900 600 Alum Sliding/Opaque WC 70x35 MGP12 2 D5
W19 900 600 Alum Sliding/Opaque Bath 1 70x35 MGP12 2
W20 900 600 Double Hung/Opaque Bath 1 70x35 MGP12 2 Colorbond Cladding
South Elevation
2 1 : 100
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:05 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 100 Sheet No. 4 of 13
Page 5
Columns Bearers Joists
C1: 115x115 Lam. Merbau Posts B1: 150x50 UNS Hwd F17 Cont/Span 2/M12 Galv bolts to posts J1: 190x45 Hyne T3 Green MGP12 @ 450 Crs Ground to be scraped clean of ALL vegetation
C2: 90 x 90 Lam. Merbau Posts B2: 200x65 Hyne LGL GLT or 200x58 Smart LVL 15 Cont/span 1/framing anchor 4/30 mm nails per leg Ground to be Graded so that water DOES NOT pond under building &
Does not impact on neighbouring properties
C3: 75x75x4 mm SHS posts to Engineers details 2/M12 Galv bolts to posts J2: SJ20044 I-Joists Cont/span @ 450 Crs Footing pads to be mounded so water does not pond around Columns or Supports
B3: 200x42 Smart LVL 15 2/M12 Galv bolts to posts 1/framing anchor 4/30 mm nails per leg Sub-Floor bracing to be determined by Structural Engineer
: Concrete Pad footings to Engineers details
B4: 240x65 Hyne LGL GLT or 240x58 Smart LVL 15 Cont/span J3: 200x58 Smart LVL 15 Cont/span
2/M12 Galv bolts to posts 1/Framing anchor 4/30 mm nails per leg
J4: 130x42 Smart LVL 15 Cont/Span @ 450 Crs.
1/Framing anchor 4/30 mm nails per leg
6465
190 190
6085
58 75 115 115
3042 3042 1585
J3 C3
C3
75
C3
1020
C3 C3 C3 C3 58 75 58
J3
2372
75
1755
C3 C3
4680
C3
75
3143
C3
75
200 series Block Slab base
Trailer or Boat parking
7340
2372
1755
C3 C3 C3
B2
B2
B2
B4
B4
B4
B2
75
1
115
C3 C3
75
C1
75
C3 C3
C1
200 series Block Slab base
9580
Main Sub-Floor Layout
3143
2386
Di a
1 : 100
g on
2372
al
285
37
Concrete Slab for Carport
C3 C3 C3 C1
C3 C3 C3 C3 J3
14600
75
J2
115
C3
75
75
13580
J2
J3
6885
1671
2386
2320
2282
C1
115
B1
C3 C3 C3
C3 C3 C3
75
75
C3
75
1671
C2 C2 C2 C2
115
C1
B2
B2
B2
B2
2386
2320
2320
2282
115
C1
B3
B3
B2
B2
B2
200 series Block Slab base
J1
1828
190
75
1671
C3 C3 C3 C3
75
C3 C3 C3
75
75
C3
75
C3
J1
C3 C1
115
B1
1950
115
B3
B1
C1
2920
2768
2386
J4
2320
2282
2320
1828
1671
75
C3
115
C3
115
C3
75
75
Double Joists
C1 J3 C3 C3 C3 J3 C3 C3 C1
1000 1000
1000 1925 1500 1000 1500
75 100 100
2885 2293 2293 3062 3062 1625 2790 2795 2885
115 75 75 75 75 75 75 75 75 115
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:06 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 100 Sheet No. 5 of 13
Page 6
Notes for Construction & Maintenance of Timber Decks:
Timber Queensland recommend that all timber has a moisture content of 15%
Builder to adhere manufactures specifications or industry standards at all times & Decking boards to be fixed with 2/nails or screws & staggered or offset along the
Owners to follow manufactures details for maintenance & cleaning of deck joists. Holes at ends of boards to be drilled holes to be 80% of nail diameter &
All timber posts to be naturally durable Class 1 or 2 above ground or softwoods H3 12mm from ends of boards. Nails & screws to finish flush with top of boards (Not
treated if supported on bracket if in ground to be H5 Treated soft or hardwood. Punched). Nails or screws to be hot dipped galvanized or stainless steel. Stainless
Recommend brackets or supports be used & Bitumen paint be applied to the top Steel to be used within 900 mm of pools
200 mm of bracket in the concrete. All Framing Anchors, Fixing Plates, Nailing Plates, Joist hangers to be Galvanised
Posts to have a Minimum 75 mm clearance from the base of the post to footing or Minimum or Stainless Steel where Construction within 2.0 km radius of open coastal
slab & post to be 10 mm above cross member of bracket. End grain of post to be areas
sealed prior to erecting. Ends of boards to be slightly undercut at joints. Gaps between decking boards to be
Top of concrete pad footing to be mounded to fall away from support to prevent min 3 mm to 5 mm
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 Decking boards to be fully sealed (Oiled, Stained, Painted etc.) prior to fixing.
touching ground H5 for in ground. Recommend a light coloured sealer, with UV protection and a fungicide to be used
Joists as bearers depending on ground clearance. Joists to have Malthoid strip or
bituminous paper fixed to top of joists. Softwood & Engineered manufactured Maintenance & inspection of deck by Owner is to be carried out regularly
timbers bearers & joists to be H3 min treated at all times. Approved connectors be Sweep or blow, leaf or other debris off deck. Hosing or use of water to be avoided.
used for treated timbers & location. Keep the gaps between decking boards clear of dirt & debris.
Recommend hot dip galvanized or stainless steel connectors & fixings be used at all Reseal decking boards when required by manufactures recommendations
times. Especially where inspections are not possible deck is to close to ground or Inspect all connections for corrosion or movement regularly (Twice Yearly)
decking to be screwed in place to allow for easy removal to inspect sub-floor for any Pot plants to be on stands with a drip tray underneath & moved around regularly to
issues. 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
Colorbond Custom Orb to Manufactures details
Fixed for N3 Wind rating 20°
Approved type roof battens @ 900 Crs.
Fixed to Manufactures details for N3
Roof Trusses to Manufactures details @ 900 Crs.
30 mm Gal Strap 4/30 mm nails per leg Insulation to Energy Efficiency Consultants details
Ceiling Plasterboard 10 mm thick
Cornice to Owners selection
Lintels to Win/Door Schedules
Top Plates 2/70x45 MGP12
Ceiling 2700 mm Colorbond Cladding
Carport Roof
W16
Tie-down Rods 12 mm Ø at 1200 crs
Privacy Screen Privacy Screen NON Load bearing wall 70x35 MGP10 Timber frame
Studs @ 450 crs
Bed 2 Passage Laundry
Bottom Plates 70x45 MGP12
J2: Floor Joists @ 450 Crs.
1/Framing anchor 4/30 mm nails per leg
Sub-Floor Bracing to Engineers details
B2: 2/M12 bolts to SHS posts
C3: Galv SHS posts to engineers details
Section A Carport Concrete Slab 100 mm thick to Engineers details
A 1 : 50
Concrete blocks to base 200 Series to Engineers details
Ground to be scraped clean of vegetation Reinforced Footing to Engineers details
Ground to be graded so water DOES NOT pond under building
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:06 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 50 Sheet No. 6 of 13
Page 7
UPLIFT CAPACITY OF BEAM/LINTEL TIE-DOWN CONNECTIONS
Uplift Capacity Notes for Construction & Maintenance of Roofs
Max 100 mm Solid Nogging Unseasoned Timber Seasoned Timber
All timber trusses or rafters fixed in accord with AS 1684.2 for designated wind classification
Bolt or Strap 4/nails each end of strap M10 bolt to floor Steel Roof battens fixed to Manufactures specifications for the spans, roofing type & Wind classification.
Timber roof battens fixed to AS1684.2 as per above
17 12 8.4 12 9.8 7.4 Roofing, Flashing & Gutters to be of compatible materials
Roof sheeting or tiles to be fixed to Manufactures specifications for N3 sites
250 6/nails each end of strap M12 bolt to floor Approved type sarking to be placed under roof sheet over battens fixed to Manufactures details
Lintel Screws to AS. 3566:2002 Class 3 or better. Blind rivets to be used screws & Rivets to be compatible material
17 17 12 17 14 10 Gutters to be fixed to AS/NZS 3500.3 2003. Gutter to have adequate fall to downpipes Min 1:500
250
Front of gutter to be lower than top of fascia or slots in the front of the gutter, or flashing behind gutter &
The top plate shall be fixed or tied to the lintel under the roof sheets fixed to roof battens to prevent water getting into roof cavity or soffit area
30x0.8 G.I strap
Studs as Nominated within 100 mm of each rafter/truss, or the Adequate down pipes in appropriate places with rain water heads fitted Max 12 m spaces to be determined by
No. of nails as per table
rafter/truss fixed directly to the lintel with a fixing Plumber
of equivalent tie-down strength to that required Recommend a good quality gutter guard be fitted to prevent leaf & other debris getting into gutter to block
for the rafter/truss 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
250
Bolt to slab or floor frame Opening Tie-Down Requirement From AS 1684.2
& neoprene washers are not cracking or degrading. Tiles are not cracked or loose & all grouting is in place &
Table 9.20 (b)
holding tiles firm & in place
(Recommended that a professional is called in with appropriate safety equipment to do inspections & cleaning)
Beam Lintel Tie-down
Max 100 mm
1 1 : 30
Colorbond Custom Orb to Manufactures details
Fixed for N3 Wind rating
20°
Approved type roof battens @ 900 Crs.
Colorbond Roof Sheeting Fixed to Manufactures details for N3
Waling plate & beam 300x42 LVL Roof Trusses to Manufactures details @ 900 Crs.
2/90 mm No.17 Screws to each stud 30 mm Gal Strap 4/30 mm nails per leg
2/M12 bolts to posts Flashing behind Fascia on to
Carport roof Sheet
Purlins 300x90 I joists @ 900 Ctrs
Approved type hangers to 5.0°
Waling plate & Beam
Approved type lining to Ceilings & Soffits
Fasia 360x42 LVL to Waling plate
Approved type anchor bracket W17
4/30 mm nails per leg
W15
D3
1500
Min 2100
Colorbond
Colorbond Cladding Colorbond Cladding
Cladding
120400
Approved type decking boards
C1: 75 mm space to base of posts J1: Joists @ 450 Crs.
1/Framing anchor 4/30 mm nails per leg
B3: Bearer 2/M12 bolts to posts
Sub-Floor Bracing to Engineers details 119210 C2: 75 mm space to base of posts
119210
Pryda PSQ600125/12
Post support bracket 2/M12 bolts to posts Pryda PSQ600100/12
N12 rod cranked through support Carport Slab on block base to Engineers details Non Slip Finish to Slab Post support bracket 2/M12 bolts to posts
Section B Fill in block wall to Engineers details
B 1 : 50
Nat. Ground
Plans Altered to Suit changes made during Building
Materials Used & position of Building
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:07 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBCC Lic. 54806 Issue Date 27 - APRIL - 2020 Sheet No. 7 of 13
Page 8
Window Schedule Door Schedule
Mark Height Width Comments Location Lintel Jamb Studs Mark Height Width Comments Location Lintel Jamb Studs
W1 1200 2400 Alum Sliders oxxo Bed 1 170x35 LVL14 3 D1 2040 820 Entry Door & Sidelight Entry 90x35 LVL 14 2
RB1: 165x65 Hyne Beam 17 GLT,S, Cont/span, 2/M12 Galv. Bolts to posts
W2 1200 1800 Alum Sliding Bed 2 120x35 LVL14 2 D2 2100 4200 Alum Slider oxxo Living 360x42 LVL 15 4
RB2: 165x65 Hyne Beam 17 GLT,S, 2/M12 Galv. Bolts to posts
W3 1200 900 Alum Double Hung Living 120x35 LVL14 2 D3 2100 1800 Alum Slider Dining 120x35 LVL 14 2
RB3: 150x44 Hyne Beam LGL GLT, or 150x42 Smart LVL 15
W4 1200 2400 Alum Sliders oxxo Dining 170x35 LVL14 3 D4 2100 1800 Alum Slider Rumpus 120x35 LVL 14 2
Cont/span, 2/M12 Galv Bolts to posts
W5 900 1800 Alum Sliding Passage 120x35 LVL14 2 D5 2100 3200 Alum Slider xxo Rumpus 240x42 LVL 15 3
RB4: 170x44 Hyne Beam LGL GLT, or 170x42 Smart LVL 15
W6 900 1800 Alum Sliding Passage 120x35 LVL14 2 D6 2040 820 External Passage 90x35 LVL1 4 2 2/M12 Galv. Bolts to posts
W7 1200 2400 Alum Sliding Rumpus 170x35 LVL14 3 D7 2040 820 External Passage 90x35 LVL1 4 2 RB5: 195x65 Hyne Beam 17 GLT,S, 2/M12 Galv. Bolts to posts
W8 1000 1800 Alum Sliding Rumpus 120x35 LVL14 2 RB6: 200x44 Hyne Beam LGL GLT or 150x42 Smart LVL 15
W9 1200 1800 Alum Sliding Bed 3 120x35 LVL14 2 : 12mm Tie-down rods @ 1200 crs max & 100 from Openings & corners Cont/span, 2/M12 Galv Bolts to posts
W10 1200 1800 Alum Sliding Bed 4 120x35 LVL14 2
0.9 (PB) Denotes bracing Ply 4mm F14 900 mm wide
W11 600 1800 Alum Sliding Bed 4 120x35 LVL14 2
W12 900 600 Double Hung/Opaque WC2 70x35 MGP12 2 to supply 6.4 kN/m as per AS 1684.2 Table 8.18 (h) Method A
W13 900 600 Double Hung/Opaque Bath 2 70x35 MGP12 2
W14 1200 1500 Alum Sliding/Opaque Bath 2 90x35 LVL14 2 0.9 (PB) 0.9 (PB)
W15 600 1800 Alum Sliding Kitchen 120x35 LVL14 2
W16 600 1500 Alum Sliding Kitchen 90x35 LVL14 2 W20
0.9 (PB)
0.9 (PB)
W19
W17 900 600 Alum Double Hung Laundry 70x35 MGP12 2 0.9 (PB) 0.9 (PB)
W18 900 600 Alum Sliding/Opaque WC 70x35 MGP12 2
W12 W13
W19 900 600 Alum Sliding/Opaque Bath 1 70x35 MGP12 2 W11
0.8 (PB)
0.9 (PB)
W20 900 600 Double Hung/Opaque Bath 1 70x35 MGP12 2
W1
W10
W14
W18
0.9 (PB)
RB6
1
W17
Main Bracing Layout
1 : 100
Required: 22.1 kN Supplied: 34.2 kN
W2
W9
Required: 15.2 kN Supplied: 27.6 kN
0.9 (PB)
Carport
0.9 (PB) 0.9 (PB)
RB2
Direction B
W16
Direction B
0.9 (PB)
0.9 (PB)
D1
1.8 (PB)
W15
W8
RB4
RB1
0.9 (PB)
Deck Area
0.9 (PB)
D2
D7 D6
RB5
Deck Area
D5
D4
D3
Breezeway
0.9 (PB)
W6 W5
W7 W4 W3
RB4 RB2
0.9 (PB) 0.9 (PB) 0.9 (PB) 0.9 (PB)
Required: 30.1 kN Supplied: 34.2 kN Required: 33.2 kN Supplied: 34.2 kN
Direction B Direction B
Wind Bracing determined from AS1684.2 for N3 sites
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:08 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 100 Sheet No. 8 of 13
Page 9
Notes for Construction & Maintenance of Timber Decks:
Builder to adhere manufactures specifications or industry standards at all times &
Owners to follow manufactures details for maintenance & cleaning of deck
18000
All timber posts to be naturally durable Class 1 or 2 above ground or softwoods H3 treated if
supported on bracket if in ground to be H5 Treated soft or hardwood. 70 70 70 70 70 70 70
Recommend brackets or supports be used & Bitumen paint be applied to the top 200 mm of 2740 2971 900 1000 900 1048 1000 2954 3666
bracket in the concrete.
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 grain of post to be sealed prior to erecting. 2426 0906 0915
Top of concrete pad footing to be mounded to fall away from support to prevent water from Roller-Door SW SW
400
ponding 820
Bearers, Hardwood to be H3 treated if less than 400 mm above ground H4 for touching ground H5
770
Storage
Storage
for in ground. Bathroom
WC VTY SHR EF
Joists as bearers depending on ground clearance. Joists to have Malthoid strip or bituminous Carpet
720
720
paper fixed to top of joists. Softwood & Engineered manufactured timbers bearers & joists to be
3300
Bedroom
1218
SW
720
H3 min treated at all times. Approved connectors be used for treated timbers & location. CF
Drive Through Carport
S
720
Laundry
Recommend hot dip galvanized or stainless steel connectors & fixings be used at all times. WM
WIR Openings
Especially where inspections are not possible deck is to close to ground or decking to be screwed 300x900 - 3000 to top
in place to allow for easy removal to inspect sub-floor for any issues Tub
70
820
7500
Timber Queensland recommend that all timber has a moisture content of 15%
Decking boards to be fixed with 2/nails or screws & staggered or offset along the joists. Holes at S S REF
ends of boards to be drilled holes to be 80% of nail diameter & 12mm from ends of boards. Nails Concrete Floor
& screws to finish flush with top of boards (Not Punched). Nails or screws to be hot dipped Garage
(Cabinetry by Others)
Secondary Residence
0918
Kitchen Area
SW
galvanized or stainless steel. Stainless Steel to be used within 900 mm of pools Concrete Floor Concrete Floor
3758
Living Area
All Framing Anchors, Fixing Plates, Nailing Plates, Joist hangers to be Galvanised Minimum or Workshop CF CF
Stainless Steel where Construction within 2.0 km radius of open coastal areas
Ends of boards to be slightly undercut at joints. Gaps between decking boards to be min 3 mm to
UBO
HP
5 mm
(Check with supplier Gaps range with different Types of timbers)
Decking boards to be fully sealed (Oiled, Stained, Painted etc.) prior to fixing.
Recommend a light coloured sealer, with UV protection and a fungicide to be used 1218 1218 2130 1218
SW SW AStD SW
Maintenance & inspection of deck by Owner is to be carried out regularly
2380
2470
Sweep or blow, leaf or other debris off deck. Hosing or use of water to be avoided. Keep the gaps Timber Decking
between decking boards clear of dirt & debris.
Reseal decking boards when required by manufactures recommendations
90
70x35 MGP10 Timber frame to
Inspect all connections for corrosion or movement regularly (Twice Yearly) Steel Portal Frame provided by Manufacturer
Pot plants to be on stands with a drip tray underneath & moved around regularly to prevent Dimensions may vary depending on positions of Portal Frame
uneven weathering of the deck and wall thickness required to cover steel portal framing 7760
Secondary Residence Floor area to be No Larger than 65 m²
As plans drawn approx 61 m² S : Smoke Detectors
2365 2365
Accolade Building Designs recommends that Builder & Home Owners read Domestic Deck Design 90 90 90 CF: Ceiling Fans
Guide EF: Exhaust Fan
Secondary Residence Area: 60.9 m² 5000 2139 UBO: Under Bench Oven
Available on line www.timber.net.au Timber Deck: 12.4 m² HP: Hot Plates
Workshop, WC Storage Area: 31.1 m² REF: Fridge Space
Garage Area: 22.4 m²
Carport Area: 20.6 m²
TOTAL AREA: 147.4 m²
Floor Levels Approx. Builder to determine exact levels on site
2nd Residence Plan
1 1 : 100
Plans Altered to Suit changes made during Building
Materials Used & position of Building
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:08 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 100 Sheet No. 9 of 13
Page 10
Colorbond Roof Sheeting
Colorbond Roof Sheeting
0918
1218
SW
4700
SW
0915
3700
0906
SW
4400
Colorbond Cladding SW 2426
Stainless steel wire Balustrade Roller-Door
820
to Comply to BCA 3.9.1 Carport
2nd North Elevation
2nd East Elevation 2 1 : 100
1 1 : 100
Colorbond Roof Sheeting
Colorbond Roof Sheeting
3750
Colorbond Cladding
2900
3300
1218 1218 1218
SW SW 2130 SW
AStD
Carport
Colorbond Cladding
Carport
Stainless steel wire Balustrade
to Comply to BCA 3.9.1
2nd South Elevation 2nd West Elevation
3 1 : 100
4 1 : 100
Plans Altered to Suit changes made during Building
Materials Used & position of Building
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:09 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 100 Sheet No. 10 of 13
Page 11
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
Verify location of all services on site & all floor levels allow for connection to these services All wet areas to be made waterproof or resistant to comply to AS 3740 & BCA 3.8.1
All building work to be carried out to Aust Standards & to the relevant building codes of Australia Linings used shall be approved for use in wet areas & shall be fixed in strict accordance
Builder to supply footpath protection & show required signage to comply to council regulations & with Manufactures specifications. Recommended that all showers have a waterproofed hob
comply to the Workplace Health & Safety act. Shower screens fitted to above standards
Water stops or vertical barriers in the waterproofing system be installed to prevent passage of moisture in the floor to non wet areas of
Builder to supply sediment control where needed building
All work to comply to the National Construction Codes 2014 Recommend Laundry floor to have a dry waste in floor & grade floor to it to allow for overflow
Termite protection to AS. 3660.1 2/durable notices to be installed in prominent locations stating Wet Areas include Bathrooms Ensuite Laundry & WC or Powder rooms
method of protection, Date of installation, Life expectancy & frequency of inspections
Smoke alarms to comply to AS. 3786 Hardwired in & interconnected Tiled areas: Tiles to laid or fixed to a clean dry substrate to comply to AS 3958
Ensure water proofing is dry & is suitable for the adhesives or grouts to be applied to
Concrete slab & footings to be designed by Engineers from Soils Tests & to comply with AS. 2870 Ensure the correct tile is being used for the application (ie. Floor tiles on Floors)
All Masonry to be constructed to comply with AS. 3700
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
Roof trusses to be designed by manufacture & Certified, Truss manufacture to determine or strict compliance with manufactures specifications, Sanded to provide a flat smooth finish
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
All external manufactured timbers to be H3 Treated & sealed painted or encased made weather proof
Internal Wet Areas to comply to AS. 3740 as in B.C.A. Vol 2, Part 3.8.1 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
Approved type 19 mm Structaflor flooring to be used for Dry Areas fixed to Manufactures specifications
Insulation to roof cavity & walls to be determined by Licensed Energy Efficiency Consultant to Wet areas to use Hardies Scyon Secura internal flooring, or similar, waterproofed & Tiled in accord with relevant standards
Comply to Aust. & QLD. Standards & requirements
Structural members, Wind bracing & tie-down to be certified or designed by Structural Engineer All external windows & doors to have appropriate flashing & seals fitted to prevent water getting into building or to the frame work
WC to be installed with 4.5/3 L dual flush cistern or better For all installations of windows follow manufactures instructions or Installation & Fixing Guide at www.awa.org.au
All taps & Shower roses to be AAA Conservation rating Windows in Bedrooms, if floor level is over 2000 mm above ground & less than 1700 from floor to sill, are to have a
permanently fixed device attached to opening part of the window or a permanently fixed screen across the opening
All roof water to be discharged to Council approved drainage point or street part of the window. Restricting the window from opening more than or a screen from allowing a 125 mm sphere to pass through & resisting
All waste water to be connected to existing sewerage system an outward horizontal action of 250N against the window being restrained by the device or screen
Stairs to B.C.A. Vol 2 Part 3.9.1 Balustrade Part 3.9.2 All windows over 4000 mm above external surface below to have restrictions fitted if opening part of window less than
These plans are for Certification & Building only. Items like Flooring, Tiles, Painting & other 865 mm from floor & has no horizontal or near horizontal elements that would allow climbing by a child between 150 & 760 mm from floor
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 Existing Dwelling; During construction temporary propping & bracing to consulting Engineers satisfaction
relevant codes
The Builder must have BA Approval for the proposed works from either a Private Certifier prior to Gang nail Splice plates NOT permitted for exterior timber beams
work commencing
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:09 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBCC Lic. 54806 Issue Date 27 - APRIL - 2020 Sheet No. 11 of 13
Page 12
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: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:09 AM
ACCOLADE Building Designs Drawn by: S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected] Project Number
1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBCC Lic. 54806 Issue Date 27 - APRIL - 2020 Sheet No. 12 of 13
Page 13
0° 00' 00"
700
68.397 m
Proposed Carport Area
30435
Proposed Garage Area
270° 00' 00"
20.116 m
90° 00' 00"
20.116 m
Proposed Workshop/Storage Area
Existing Residence
CRYSTAL
Residence
Secondary
Proposed
1
Combined Site Plan
1 : 200
10
RL:121.96
BM: Nail in Kerb
3
Garage
SE
W
ER 0° 00' 00"
4
1425
1440
2
635
650
68.397 m
Driveway
3416
Demolished
Proposed Carport Area
Shed
Driveway
IL: 114.34 In
IL: 114.33 Out
LL: 115.69
MH:
DP
DP
DP
DP
Proposed Garage Area
20°
Driveway
STREET
90° 00' 00"
20.116 m
DP
Proposed Workshop/Storage Area 20°
SEWER
DP
DP
2
10
3
10
20°
1
DP
270° 00' 00"
20.116 m
3
5.0°
DP
2
Deck Area
Residence
Secondary
Proposed
DP
4
20°
Deck Area
20°
2100
1500
1480
DP
DP
DP
DP
180° 00' 00"
1
68.397 m Bdy. - 6000 - Posts
1
4
37995
10
NORTH
Plans Altered to Suit changes made during Building
Materials Used & position of Building
Client: Brad Allen Address: 26 Crystal St. Cooroy Noosa Shire Council Mobile: 0407 693 018 Date 27/04/2020 11:26:10 AM
ACCOLADE Building Designs Drawn by; S.Horn Drawn for A3 Sheet
RPD: Lot 28 on RP 32777 Site Area : 1374.8 m² Wind Classification N3 Proprietor: Steven Horn Email: [email protected]
Project Number 1118AB28
Proposed New Residence, Carport & Second Residence on SHS posts, Timber Frame, Sheet Roof QBSA Lic. 54806 Issue Date: 27 - APRIL - 2020 Scale 1 : 200 Sheet No. 13 of 13
Used in these records
Plans Altered 26 Crystal St Cooroy 27-04-20.pdfRelated documentApplication case desk ↗
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