Typical Radial Bevelled Edge Board & Batten unseasoned ......that comply with AS/NZS 2904. (b)...
Transcript of Typical Radial Bevelled Edge Board & Batten unseasoned ......that comply with AS/NZS 2904. (b)...
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GSPublisherEngine 0.2.100.100
GENERAL NOTES:
1. Do not scale Drawings. If drawings are in question ordiscrepancy, the builder shall be responsible for obtainingclarification from the building designer and or buildingsurveyor before continuing with construction.
2. All dimensions relating to existing conditions shall be fieldverified.
3. Where otherwise specified all products shall be installedaccording to Radial Timbers specifications. This applies notwithstanding any relevant Building Act, Regulation, BuildingCode of Australia, Local GovernmentRegulation/Requirement and Australian Standard.
4. Radial Timbers recommends the following gap spacing forV/Join Shiplap:· 45mm & 70mm - 3mm Gap spacing· 90mm & 110mm - 5mm Gap spacing
5. All external timbers to be treated against weather exposureto current AS 1604 specifications or no less than durabilityClass 1 In-Ground/Class 2 Above Ground as per AS 5604Timber Natural Durability Ratings.
6. All external steel & fixings to be a minimum of Hot DipGalvanized or equivalent corrosion protection to AS 2311 &2312 unless within 1Km from a salt water environment thenMarine grade Stainless steel is to be used, except wherenoted otherwise by the NCC.
7. All Residential timber framing, bracing & tie downs are to bein accordance to AS 1684 (Commercial constructionspecifications to be provided by Engineer).
8. Compliance with the relevant National Construction CodeOf Australia (NCC) Volume 1 & or Volume 2 is mandatory(Not limited to) & theGUIDE TO STANDARDS & TOLERANCES.
9. Compliance with the (NCC) Volume 1:3.5.3.2 Timber Cladding & 3.5.3.6 Flashingsto wall openingsOpenings in external wall cladding exposed to the weathermust be flashed as follows:
(a) All openings must be adequately flashed using materialsthat comply with AS/NZS 2904.
(b) Flashings must be securely fixed at least 25 mm under thecladding
10. Compliance with the following Australian Standards ismandatory (Not limited to):
AS 1684 TIMBER FRAMED CONSTRUCTIONAS 5604 NATURAL TIMBER DURABILITYAS 3959 CONSTRUCTION IN BUSHFIRE AREASAS 2796.1 TIMBER HARDWOOD -SAWN & MILLED PRODUCTS(PRODUCT SPECIFICATION)AS 2047 WINDOWS IN BUILDINGS AS 2870 RESIDENTIAL SLABS & FOOTINGSAS 1250 THE USE OF STEEL IN STRUCTURESAS 4100 STEEL STRUCTURESAS 2311 PAINTING OF BUILDINGS AS 3600 TERMITE MANAGEMENTAS 1170 STRUCTURAL DESIGN ACTIONSAS 1428 DESIGN FOR ACCESS AND MOBILITYAS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYSAND LADDERS - DESIGN, CONSTRUCTION ANDINSTALLATION
11. All underground services (Sewer, Drainage, Gas, Electric,telecommunications, etc;) to be determined on site & fromrelevant authority records, prior to commencement of anyconstruction.
A2 - Not To Scale
RADIAL TIMBER SALES12 PARK DRIVE,DANDENONG SOUTH 3175PH: (03) 9768 2100FAX: (03) 9768 2177EMAIL: [email protected]: www.radialtimbers.com.au
DRAWING NAME:THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS ANDNOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER.DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTILISSUED BY THE DESIGNER FOR CONSTRUCTION.DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.FIXING DETAILS:REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS(www.radialtimbers.com.au)
NOTES:
DATE:
SCALE:
REVISION:
DWG NO:
REVISION:
DWG NO:
Typical Radial Board & Batten Details
BB01
0418-Feb-17
75mm Nominal
100mm Nominal
125mm Nominal
2525
25
50mm Nominal
23
35mm Nominal
65mm Nominal
80mm Nominal
105mm Nominal
Typical Rough SawnUnseasoned Bevelled Edge (BE)
Section Profile
Nom
inal
Nom
inal
Nom
inal
75x25mm BE
100x25mm BE
125x25mm BE
50x25mm BE
Nom
inal
80 50 80
55 100 55
100 50 100
75 100 75
80 75 80
55 125 55
2525
2525
2525
25 25
25 25
25 25
Stainless steel screw as appropriate or Hot DippedGalvanized ring shank nail as appropriate(See Radial Timber fixing recommendations).
Stainless steel screw as appropriate or Hot DippedGalvanized ring shank nail as appropriate(See Radial Timber fixing recommendations).
Stainless steel screw as appropriate or Hot DippedGalvanized ring shank nail as appropriate(See Radial Timber fixing recommendations).
Under lapped board
Over lapped board
Under lapped board
Over lapped board
Under lapped board
Over lapped board
Internal side
Internal side
Internal side
Typical Radial BE Board & Batten combinations:75mm (Face board) x 100mm (Backing board)
Typical Radial BE Board & Batten combinations:100mm (Face board) x 100mm (Backing board)
Typical Radial BE Board & Batten combinations:75mm (Face board) x 125mm (Backing board)
Note: Radial recommends a minimum of 25-30mm overlap of face boards(See Radial Timber fixing recommendation sheet)All Bevelled Edge rough sawn timbers are nominal size.
External Face
External Face
External Face
NOTE:Termite Treatment in accordance with AS3600 required.Installer to comply with AS3959 - Construction In Bushfire areas.
IMPORTANT:Refer to Radial Timber Product specifications for further fixing information:www.radialtimbers.com.au
Typical Radial Bevelled Edge Board & Batten unseasoned rough sawn wall cladding with window/window flashing example inset
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GSPublisherEngine 0.2.100.100
GENERAL NOTES:
1. Do not scale Drawings. If drawings are in question ordiscrepancy, the builder shall be responsible for obtainingclarification from the building designer and or buildingsurveyor before continuing with construction.
2. All dimensions relating to existing conditions shall be fieldverified.
3. Where otherwise specified all products shall be installedaccording to Radial Timbers specifications. This applies notwithstanding any relevant Building Act, Regulation, BuildingCode of Australia, Local GovernmentRegulation/Requirement and Australian Standard.
4. Radial Timbers recommends the following gap spacing forV/Join Shiplap:· 45mm & 70mm - 3mm Gap spacing· 90mm & 110mm - 5mm Gap spacing
5. All external timbers to be treated against weather exposureto current AS 1604 specifications or no less than durabilityClass 1 In-Ground/Class 2 Above Ground as per AS 5604Timber Natural Durability Ratings.
6. All external steel & fixings to be a minimum of Hot DipGalvanized or equivalent corrosion protection to AS 2311 &2312 unless within 1Km from a salt water environment thenMarine grade Stainless steel is to be used, except wherenoted otherwise by the NCC.
7. All Residential timber framing, bracing & tie downs are to bein accordance to AS 1684 (Commercial constructionspecifications to be provided by Engineer).
8. Compliance with the relevant National Construction CodeOf Australia (NCC) Volume 1 & or Volume 2 is mandatory(Not limited to) & theGUIDE TO STANDARDS & TOLERANCES.
9. Compliance with the (NCC) Volume 1:3.5.3.2 Timber Cladding & 3.5.3.6 Flashingsto wall openingsOpenings in external wall cladding exposed to the weathermust be flashed as follows:
(a) All openings must be adequately flashed using materialsthat comply with AS/NZS 2904.
(b) Flashings must be securely fixed at least 25 mm under thecladding
10. Compliance with the following Australian Standards ismandatory (Not limited to):
AS 1684 TIMBER FRAMED CONSTRUCTIONAS 5604 NATURAL TIMBER DURABILITYAS 3959 CONSTRUCTION IN BUSHFIRE AREASAS 2796.1 TIMBER HARDWOOD -SAWN & MILLED PRODUCTS(PRODUCT SPECIFICATION)AS 2047 WINDOWS IN BUILDINGS AS 2870 RESIDENTIAL SLABS & FOOTINGSAS 1250 THE USE OF STEEL IN STRUCTURESAS 4100 STEEL STRUCTURESAS 2311 PAINTING OF BUILDINGS AS 3600 TERMITE MANAGEMENTAS 1170 STRUCTURAL DESIGN ACTIONSAS 1428 DESIGN FOR ACCESS AND MOBILITYAS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYSAND LADDERS - DESIGN, CONSTRUCTION ANDINSTALLATION
11. All underground services (Sewer, Drainage, Gas, Electric,telecommunications, etc;) to be determined on site & fromrelevant authority records, prior to commencement of anyconstruction.
A2 - Not To Scale
RADIAL TIMBER SALES12 PARK DRIVE,DANDENONG SOUTH 3175PH: (03) 9768 2100FAX: (03) 9768 2177EMAIL: [email protected]: www.radialtimbers.com.au
DRAWING NAME:THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS ANDNOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER.DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTILISSUED BY THE DESIGNER FOR CONSTRUCTION.DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.FIXING DETAILS:REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS(www.radialtimbers.com.au)
NOTES:
DATE:
SCALE:
REVISION:
DWG NO:
REVISION:
DWG NO:
Radial Board & Batten Wall (Noggin) Fixing Details
BB02
0418-Feb-17
150
Timber framing as perAS1684
Stagger cutting joins over alternating noggins.End cuts to be mitred and flush joined. Cuts to besealed with relevant sealer product as appropriate
Moisture Vapour barrier or relevantimpermeable wall underlay as perNCC and AS1684
Vertical Bevelled Edge Board & Batten boardsfixed to noggins and top/bottom plate. Nogginsmax 600mm centres.
Typical polyethelene film moisture barrier(See AS2870 for further details)
Under lapped Board (See BB01)Over lapped board (See BB01)
End cuts to be sealed with relevant oilbased sealer product as appropriate
Noggins to comply with AS1684.2 (6.2.1.5).Vertical installation is recommended to havefixings at 450 - 600mm maximum.
150mm Min distance as per(NCC: 3.1.2.3) and/or (AS2870: 5.2.2)
BB02:A1
BB02:A2
Steel flashing as per (NCC:3.5.3.6)as appropriate
Fixing as appropriate(See NCC Vol 1: 3.5.3.2 TimberCladding) and Radial Timber fixingrecommendations(www.radialtimbers.com.au)
See Radial fixing recommendations forminimum overlap for Board & Batten.
Typical timber bearer
Termite cap as perNCC 3.1.3 Termite Management &AS3600 Termite Management
Typical Timber Barge Boardsattached to cleat on side of stump
Typical timber joist
Typical Concreteor timber stump
Typical timber frame stud
Typical Particleboardsheeting
Moisture vapourbarrier or releventimpermeable wall
underlay as per NCC
Under lapped board (See BB01)Over lapped board (See BB01)
End cuts to be sealed with relevantoil based sealer product asappropriate.Bottom side of board to be undercutmin 150 angle to form drip edge onvertical fixed boards.Cladding to be min 50mm past FloorLevel
Refer AS1684 Timber FramingManual for Span tables/sizes of
timber subfloor bearers/joists
Width
Over
all D
epth
Depth
Foo
ting
Fill
Min H
eight
Timber framing as perAS1684
Moisture Vapour barrier or relevantimpermeable wall underlay as perNCC and AS1684
Typical Particleboard sheetinglaid over timber floor Joists
(See AS1860.2)
Typical timber bearer
Min sub floor height as perNCC 3.4.1 Sub Floor Ventillation.Height taken from bottom of bearer
to Ground Level (GL)
Typical timber floor joist
Stump & Footing size refer to:AS1684 Timber Framing Manual &/or
AS2870 Residential Slabs & Footings(or Engineers specifications where applicable)
Termite cap on top of stump as perNCC 3.1.3 Termite Management &AS3600 Termite Management
Typical Timber Barge Boardsattached to cleat on side of stump
Typical concrete stump
Stagger cutting joins over alternating noggins.End cuts to be mitred and flush joined. Cuts to besealed with relevant sealer product as appropriate
Vertical Bevelled Edge Board & Batten boardsfixed to noggins and top/bottom plate. Nogginsmax 600mm centres.
Under lapped Board (See BB01)Over lapped board (See BB01)
End cuts to be sealed with relevant oilbased sealer product as appropriate
Noggins to comply with AS1684.2 (6.2.1.5).Vertical installation is recommended to have fixings at450 - 600mm maximum.
Refer AS1684 TimberFraming Manual for Span
tables/sizes of timbersubfloor bearers/joists
BB02-B1
Vertical fixed BE Board & Batten tobe mitred over noggin and lappedas pictured.
Moisturevapour barrier
or releventimpermeablewall underlay
as per NCC
End cuts to be mitred and flush joined.Cuts to be sealed with relevant sealerproduct as appropriate.
Screw/Nail fixing as per RadialTimber Supplies product fixinginformation specifications.Fix board 10mm min clear of joint.
Under lapped board (See BB01)Over lapped board (See BB01)
150m
m
50
6Steel flashing as per (NCC:3.5.3.6) as appropriate
Optional timber block under flashing attached to masonry wall withsuitable anchor. Timber to be minimum H3 or Class 2, or as appropriate.
Screw/Nail fixing as per Radial Timber Suppliesproduct fixing information specifications.Fix board 10mm min clear of end.
Clearance distance to finished Ground Level - 150mm Min distanceas per (NCC: 3.1.2.3) and/or (AS2870: 5.2.2)
Bottom side of board to be undercut min 150 angle to form drip edgeon vertical fixed boards. Cladding to be min 50mm past Floor Level6mm mincapillary gap
betweencladding &slab edge
Under lapped board (See BB01)Over lapped board (See BB01)
BB02:A - BE Board & Batten Noggin Fixing SOG1:151.0
BB02:B1 - Vertical Board & Batten Bottom Flashing1:52.1
BB02:B - BE Board & Batten Noggin Fixing Timber Sub-Floor1:152.0
BB02:A1 - Vertical Board & Batten Mitre Join1:51.1
BB02:A2 - Vertical Board & Batten Bottom Flashing1:51.2
NOTE:Termite Treatment in accordance with AS3600 required.Installer to comply with AS3959 - Construction In Bushfire areas.
NOTE:Radial Timber Product specifications noted here-in are manufacturers information for guidancepurposes only. Adherance with applicable Building Acts, Building Regulations,National Construction Codes, Local Government Regulations/Planning, Australian Standardsmust take precedence.
IMPORTANT:Refer to Radial Timber Product specifications for further fixing information:www.radialtimbers.com.au
-
GSPublisherEngine 0.2.100.100
GENERAL NOTES:
1. Do not scale Drawings. If drawings are in question ordiscrepancy, the builder shall be responsible for obtainingclarification from the building designer and or buildingsurveyor before continuing with construction.
2. All dimensions relating to existing conditions shall be fieldverified.
3. Where otherwise specified all products shall be installedaccording to Radial Timbers specifications. This applies notwithstanding any relevant Building Act, Regulation, BuildingCode of Australia, Local GovernmentRegulation/Requirement and Australian Standard.
4. Radial Timbers recommends the following gap spacing forV/Join Shiplap:· 45mm & 70mm - 3mm Gap spacing· 90mm & 110mm - 5mm Gap spacing
5. All external timbers to be treated against weather exposureto current AS 1604 specifications or no less than durabilityClass 1 In-Ground/Class 2 Above Ground as per AS 5604Timber Natural Durability Ratings.
6. All external steel & fixings to be a minimum of Hot DipGalvanized or equivalent corrosion protection to AS 2311 &2312 unless within 1Km from a salt water environment thenMarine grade Stainless steel is to be used, except wherenoted otherwise by the NCC.
7. All Residential timber framing, bracing & tie downs are to bein accordance to AS 1684 (Commercial constructionspecifications to be provided by Engineer).
8. Compliance with the relevant National Construction CodeOf Australia (NCC) Volume 1 & or Volume 2 is mandatory(Not limited to) & theGUIDE TO STANDARDS & TOLERANCES.
9. Compliance with the (NCC) Volume 1:3.5.3.2 Timber Cladding & 3.5.3.6 Flashingsto wall openingsOpenings in external wall cladding exposed to the weathermust be flashed as follows:
(a) All openings must be adequately flashed using materialsthat comply with AS/NZS 2904.
(b) Flashings must be securely fixed at least 25 mm under thecladding
10. Compliance with the following Australian Standards ismandatory (Not limited to):
AS 1684 TIMBER FRAMED CONSTRUCTIONAS 5604 NATURAL TIMBER DURABILITYAS 3959 CONSTRUCTION IN BUSHFIRE AREASAS 2796.1 TIMBER HARDWOOD -SAWN & MILLED PRODUCTS(PRODUCT SPECIFICATION)AS 2047 WINDOWS IN BUILDINGS AS 2870 RESIDENTIAL SLABS & FOOTINGSAS 1250 THE USE OF STEEL IN STRUCTURESAS 4100 STEEL STRUCTURESAS 2311 PAINTING OF BUILDINGS AS 3600 TERMITE MANAGEMENTAS 1170 STRUCTURAL DESIGN ACTIONSAS 1428 DESIGN FOR ACCESS AND MOBILITYAS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYSAND LADDERS - DESIGN, CONSTRUCTION ANDINSTALLATION
11. All underground services (Sewer, Drainage, Gas, Electric,telecommunications, etc;) to be determined on site & fromrelevant authority records, prior to commencement of anyconstruction.
A2 - Not To Scale
RADIAL TIMBER SALES12 PARK DRIVE,DANDENONG SOUTH 3175PH: (03) 9768 2100FAX: (03) 9768 2177EMAIL: [email protected]: www.radialtimbers.com.au
DRAWING NAME:THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS ANDNOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER.DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTILISSUED BY THE DESIGNER FOR CONSTRUCTION.DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.FIXING DETAILS:REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS(www.radialtimbers.com.au)
NOTES:
DATE:
SCALE:
REVISION:
DWG NO:
REVISION:
DWG NO:
Radial Board & Batten Wall (Batten) Fixing Details
BB03
0418-Feb-17
100
Typical polyethelene filmmoisture barrier
(See AS2870 for further details)
Timber framing as perAS1684
End cuts to be sealed with relevant oilbased sealer product as appropriate
Timber or plastic shim spacer as appropriate (Min 10mm)
Moisture Vapour barrier or relevantimpermeable wall underlay as perNCC and AS1684
Noggins at 600mm centres max.Noggins to comply with AS1684.2 (6.2.1.5)
Stagger cutting joins over alternating noggins.End cuts to be mitred and flush joined. Cuts to besealed with relevant sealer product as appropriate
Vertical Bevelled Edge Board & Battenboards fixed to horizontal timber battens.
Under lapped Board (See BB01)Over lapped board (See BB01)
Timber Battens: Vertical installation is recommended to havefixings at 450 - 600mm maximum. Minimum H2 or Class 3.
150mm Min distance as per(NCC: 3.1.2.3) and/or (AS2870: 5.2.2)
BB03:A2
BB03:A1
50
End cuts to be sealed withrelevant oil based sealer productas appropriate.Optional (Recommended):Bottom side of board to beundercut min 150 angle to formdrip edge on vertical fixed boards.Cladding to be min 50mm pastFloor Level
Flashing as appropriate
Under lapped board (See BB01)Over lapped board (See BB01)
Width
Over
all D
epth
Depth
Foo
ting
Fill
Min H
eight
Timber framing as perAS1684
Typical Particleboard sheetinglaid over timber floor Joists
(See AS1860.2)
Typical timber bearer
Min sub floor height as perNCC 3.4.1 Sub Floor Ventillation.Height taken from bottom of bearer
to Ground Level (GL)
Typical timber floor joist
Stump & Footing size refer to:AS1684 Timber Framing Manual &/or
AS2870 Residential Slabs & Footings(or Engineers specifications where applicable)
Termite cap on top of stump as perNCC 3.1.3 Termite Management &AS3600 Termite Management
Typical Timber Barge Boardsattached to cleat on side of stump
Typical concrete stump
Vertical Bevelled Edge Board & Battenboards fixed to horizontal timber battens.
End cuts to be sealed with relevant oilbased sealer product as appropriate
Moisture Vapour barrier or relevantimpermeable wall underlay as perNCC and AS1684
Stagger cutting joins over alternating noggins.End cuts to be mitred and flush joined. Cuts to besealed with relevant sealer product as appropriate
Noggins at 600mm centres max.Noggins to comply with AS1684.2 (6.2.1.5)
Under lapped Board (See BB01)Over lapped board (See BB01)
Timber Battens: Vertical installation is recommended to havefixings at 450 - 600mm maximum. Minimum H2 or Class 3.
Refer AS1684 TimberFraming Manual for Span
tables/sizes of timbersubfloor bearers/joists
BB03:B1
BB03:B2
Vertical fixed shiplap to be mitredover batten and lapped as pictured
Moisture vapour barrier orrelevant impermeable wallunderlay as per NCC &AS1684
Cuts to be mitred and flush joined.Cuts to be sealed with relevantsealer product as appropriate
Timber batten, size asappropriate. Timber battensat 600mm centres max.Minimum H2 or Class 3Timber or plastic shimpacker over vertical stud,width as appropriate studsize (Min 10mm thickness)
Screw/Nail fixing as per RadialTimber Supplies product fixinginformation specifications.Fix board 10mm min clear of joint.
Under lapped board (See BB01)Over lapped board (See BB01)
35
35
10
75
Typical timber packing shim 10mmthickness. Packing shim used forpacking horizontal fixing battens toalleviate and ventillate any moisturebuild up between moisture vapourbarrier and timber cladding.
This can easily docked by customerfrom studs, etc;
37
75
54
12 13 12
10
Typical plastic horseshoe packingshim 10mm thickness. Packingshim used for packing horizontalfixing battens to alleviate andventillate any moisture build upbetween moisture vapour barrierand timber cladding
50
Steel flashing as per (NCC:3.5.3.6)as appropriate
Fixing as appropriate(See NCC Vol 1: 3.5.3.2 Timber Cladding)and Radial Timber fixing recommendations(www.radialtimbers.com.au)
Typical timber bearer
Termite cap as perNCC 3.1.3 Termite Management &AS3600 Termite Management
Typical Timber Barge Boards attached to cleat onside of stump
Typical timber joist
Typical Concreteor timber stump
Typical timber frame stud
Typical Particleboardsheeting
Moisture vapourbarrier or releventimpermeable wallunderlay as per NCC
End cuts to be sealed with relevant oil basedsealer product as appropriate.Bottom side of board to be undercut min150 angle to form drip edge on vertical fixedboards.Cladding to be min 50mm past Floor Level
Timber or plastic shim spacer as appropriate(Min 10mm)
Typical timber batten as appropriate
Under lapped board (See BB01)Over lapped board (See BB01)
Refer AS1684 Timber FramingManual for Span tables/sizes of
timber subfloor bearers/joists
BB03:A - BE Board & Batten Batten Fixing SOG1:151.0
BB03:A2 - Vertical Board & Batten End Flashing1:51.2
BB03:B - BE Board & Batten Batten Fixing Timber Sub-Floor1:152.0
BB03:A1 & BB03:B1 - Vertical B&B Mitre Join1:51.1/2.1
Typical Timber Packer1:54.0
Typical Plastic Packer1:53.0
BB03:B2 - Vertical Board & Batten End Flashing1:52.2
NOTE:Termite Treatment in accordance with AS3600 required.Installer to comply with AS3959 - Construction In Bushfire areas.
NOTE:Radial Timber Product specifications noted here-in are manufacturers information for guidancepurposes only. Adherance with applicable Building Acts, Building Regulations,National Construction Codes, Local Government Regulations/Planning, Australian Standardsmust take precedence.
IMPORTANT:Refer to Radial Timber Product specifications for further fixing information:www.radialtimbers.com.au
-
GSPublisherEngine 0.2.100.100
GENERAL NOTES:
1. Do not scale Drawings. If drawings are in question ordiscrepancy, the builder shall be responsible for obtainingclarification from the building designer and or buildingsurveyor before continuing with construction.
2. All dimensions relating to existing conditions shall be fieldverified.
3. Where otherwise specified all products shall be installedaccording to Radial Timbers specifications. This applies notwithstanding any relevant Building Act, Regulation, BuildingCode of Australia, Local GovernmentRegulation/Requirement and Australian Standard.
4. Radial Timbers recommends the following gap spacing forV/Join Shiplap:· 45mm & 70mm - 3mm Gap spacing· 90mm & 110mm - 5mm Gap spacing
5. All external timbers to be treated against weather exposureto current AS 1604 specifications or no less than durabilityClass 1 In-Ground/Class 2 Above Ground as per AS 5604Timber Natural Durability Ratings.
6. All external steel & fixings to be a minimum of Hot DipGalvanized or equivalent corrosion protection to AS 2311 &2312 unless within 1Km from a salt water environment thenMarine grade Stainless steel is to be used, except wherenoted otherwise by the NCC.
7. All Residential timber framing, bracing & tie downs are to bein accordance to AS 1684 (Commercial constructionspecifications to be provided by Engineer).
8. Compliance with the relevant National Construction CodeOf Australia (NCC) Volume 1 & or Volume 2 is mandatory(Not limited to) & theGUIDE TO STANDARDS & TOLERANCES.
9. Compliance with the (NCC) Volume 1:3.5.3.2 Timber Cladding & 3.5.3.6 Flashingsto wall openingsOpenings in external wall cladding exposed to the weathermust be flashed as follows:
(a) All openings must be adequately flashed using materialsthat comply with AS/NZS 2904.
(b) Flashings must be securely fixed at least 25 mm under thecladding
10. Compliance with the following Australian Standards ismandatory (Not limited to):
AS 1684 TIMBER FRAMED CONSTRUCTIONAS 5604 NATURAL TIMBER DURABILITYAS 3959 CONSTRUCTION IN BUSHFIRE AREASAS 2796.1 TIMBER HARDWOOD -SAWN & MILLED PRODUCTS(PRODUCT SPECIFICATION)AS 2047 WINDOWS IN BUILDINGS AS 2870 RESIDENTIAL SLABS & FOOTINGSAS 1250 THE USE OF STEEL IN STRUCTURESAS 4100 STEEL STRUCTURESAS 2311 PAINTING OF BUILDINGS AS 3600 TERMITE MANAGEMENTAS 1170 STRUCTURAL DESIGN ACTIONSAS 1428 DESIGN FOR ACCESS AND MOBILITYAS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYSAND LADDERS - DESIGN, CONSTRUCTION ANDINSTALLATION
11. All underground services (Sewer, Drainage, Gas, Electric,telecommunications, etc;) to be determined on site & fromrelevant authority records, prior to commencement of anyconstruction.
A2 - Not To Scale
RADIAL TIMBER SALES12 PARK DRIVE,DANDENONG SOUTH 3175PH: (03) 9768 2100FAX: (03) 9768 2177EMAIL: [email protected]: www.radialtimbers.com.au
DRAWING NAME:THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS ANDNOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER.DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTILISSUED BY THE DESIGNER FOR CONSTRUCTION.DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.FIXING DETAILS:REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS(www.radialtimbers.com.au)
NOTES:
DATE:
SCALE:
REVISION:
DWG NO:
REVISION:
DWG NO:
Radial Board & Batten External Corner Details
BB04
0418-Feb-17
50
75
Corner stud blocking as per timberframing standard AS1684
Corner flashing as perNCC: 3.5.3.6 Flashings to
wall openings
Typical 75/100mm Board &Batten cladding
Weather resistant flexible sealant betweencladding & corner stop as appropriateSquare cut cladding to suit corner stop as appropriate
Moisture vapourbarrier or relevantimpermeable wallunderlay as per NCC& AS1684
Typical Board & Batten100/100mm cladding
Alternative 75x50mm (x1)SQE corner stop butt join
Typical fixingto timber stud
Typical timber stud.Spacing at 600mm centers max.
Alternative 75x50mm (x1) SQETimber corner stop
Typical Standard Board & Batten profile(Example 75mm & 100mm BE shown)
Typical Standard Board & Batten profile(Example 100mm & 100mm BE shown)
BB04:A2
Typical timber stud.Spacing at 600mm centers max.
Typical Standard Board & Batten profile(Example 75mm & 100mm BE shown)
Typical Standard Board & Batten profile(Example 100mm & 100mm BE shown)
Alternative 75x50mm (x2) SQETimber corner stop
BB04:A1
Typical 75/100mmBoard & Battencladding
Typical Board & Batten100/100mm cladding Corner stud blocking as per timberframing standard AS1684
Weather resistant flexible sealant betweencladding & corner stop as appropriate
Moisture vapourbarrier or relevantimpermeable wallunderlay as per NCC& AS1684
Corner flashing as perNCC: 3.5.3.6 Flashings to
wall openings
Square cut cladding to suit corner stop as appropriate
Typical 75x50mm (x2)SQE corner stop butt join
Typical 75/100mmBoard & Battencladding
Typical Board & Batten100/100mm cladding Corner stud blocking as per timberframing standard AS1684
Moisture vapourbarrier or relevantimpermeable wallunderlay as per NCC& AS1684
Corner flashing as perNCC: 3.5.3.6 Flashings to
wall openings
Alternate option ofripping square edgeand butt join boards toexternal corner Typical 75/100mm
Board & Battencladding
Typical Board & Batten100/100mm cladding Corner stud blocking as per timberframing standard AS1684
Weather resistant flexible sealant betweencladding & corner stop as appropriate
Moisture vapourbarrier or relevantimpermeable wallunderlay as per NCC& AS1684
Corner flashing as perNCC: 3.5.3.6 Flashings to
wall openings
Square cut cladding to suit corner stop as appropriateTypical 75x50mm (x2)
SQE corner stop butt join
Builder to cut rebate tocorner stop as required
Alternate option of ripping bevellededge to match cladding
BB04:B1 - Board & Batten Alternate External Corner Details1:52.1
BB04:B - Alternate Board & Batten External Corner1:152.0
BB04:A - Typical Board & Batten External Corner1:151.0
BB04:A1 - Board & Batten External Corner Details1:51.1
BB04:A2 - Board & Batten Alternate External Corner Details1:51.2
BB04:B2 - Board & Batten Alternate External Corner Details1:52.2
NOTE:Termite Treatment in accordance with AS3600 required.Installer to comply with AS3959 - Construction In Bushfire areas.
NOTE:Radial Timber Product specifications noted here-in are manufacturers information for guidancepurposes only. Adherance with applicable Building Acts, Building Regulations,National Construction Codes, Local Government Regulations/Planning, Australian Standardsmust take precedence.
IMPORTANT:Refer to Radial Timber Product specifications for further fixing information:www.radialtimbers.com.au
-
GSPublisherEngine 0.2.100.100
GENERAL NOTES:
1. Do not scale Drawings. If drawings are in question ordiscrepancy, the builder shall be responsible for obtainingclarification from the building designer and or buildingsurveyor before continuing with construction.
2. All dimensions relating to existing conditions shall be fieldverified.
3. Where otherwise specified all products shall be installedaccording to Radial Timbers specifications. This applies notwithstanding any relevant Building Act, Regulation, BuildingCode of Australia, Local GovernmentRegulation/Requirement and Australian Standard.
4. Radial Timbers recommends the following gap spacing forV/Join Shiplap:· 45mm & 70mm - 3mm Gap spacing· 90mm & 110mm - 5mm Gap spacing
5. All external timbers to be treated against weather exposureto current AS 1604 specifications or no less than durabilityClass 1 In-Ground/Class 2 Above Ground as per AS 5604Timber Natural Durability Ratings.
6. All external steel & fixings to be a minimum of Hot DipGalvanized or equivalent corrosion protection to AS 2311 &2312 unless within 1Km from a salt water environment thenMarine grade Stainless steel is to be used, except wherenoted otherwise by the NCC.
7. All Residential timber framing, bracing & tie downs are to bein accordance to AS 1684 (Commercial constructionspecifications to be provided by Engineer).
8. Compliance with the relevant National Construction CodeOf Australia (NCC) Volume 1 & or Volume 2 is mandatory(Not limited to) & theGUIDE TO STANDARDS & TOLERANCES.
9. Compliance with the (NCC) Volume 1:3.5.3.2 Timber Cladding & 3.5.3.6 Flashingsto wall openingsOpenings in external wall cladding exposed to the weathermust be flashed as follows:
(a) All openings must be adequately flashed using materialsthat comply with AS/NZS 2904.
(b) Flashings must be securely fixed at least 25 mm under thecladding
10. Compliance with the following Australian Standards ismandatory (Not limited to):
AS 1684 TIMBER FRAMED CONSTRUCTIONAS 5604 NATURAL TIMBER DURABILITYAS 3959 CONSTRUCTION IN BUSHFIRE AREASAS 2796.1 TIMBER HARDWOOD -SAWN & MILLED PRODUCTS(PRODUCT SPECIFICATION)AS 2047 WINDOWS IN BUILDINGS AS 2870 RESIDENTIAL SLABS & FOOTINGSAS 1250 THE USE OF STEEL IN STRUCTURESAS 4100 STEEL STRUCTURESAS 2311 PAINTING OF BUILDINGS AS 3600 TERMITE MANAGEMENTAS 1170 STRUCTURAL DESIGN ACTIONSAS 1428 DESIGN FOR ACCESS AND MOBILITYAS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYSAND LADDERS - DESIGN, CONSTRUCTION ANDINSTALLATION
11. All underground services (Sewer, Drainage, Gas, Electric,telecommunications, etc;) to be determined on site & fromrelevant authority records, prior to commencement of anyconstruction.
A2 - Not To Scale
RADIAL TIMBER SALES12 PARK DRIVE,DANDENONG SOUTH 3175PH: (03) 9768 2100FAX: (03) 9768 2177EMAIL: [email protected]: www.radialtimbers.com.au
DRAWING NAME:THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS ANDNOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER.DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTILISSUED BY THE DESIGNER FOR CONSTRUCTION.DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.FIXING DETAILS:REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS(www.radialtimbers.com.au)
NOTES:
DATE:
SCALE:
REVISION:
DWG NO:
REVISION:
DWG NO:
Board & Batten Window (Noggin Fixing) Flashing Details
BB06
0418-Feb-17
15
Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/orwindow manufacturers specifications.
Flashing to have adequate fall for drainage as appropriate (Eg; 150)
Timber Architrave
Typical Impervious sealing strip(See specific window manufactuers specifications for further information)
Moisture vapour barrier or relevantimpermeable wall underlay as per
NCC & AS1684
Moisture vapour barrier or relevantimpermeable wall underlay as per
NCC & AS1684
Timber Framing as per:AS1684.2 Timber Framed Construction (Part 6.2.3 Openings)
Min 15mm clearance between Lintel and window head.
Typical stud frame (See AS1684 Timber Framing Manual)
Typical plasterboard sheet as required
Timber reveal, size as appropriate
Timber Architrave
Typical Radial Board & BattenTypical stud frame (Checked out for timber window lintel as per AS 1684)
Typical plasterboard sheet as required
Timber reveal, size as appropriate
Typical timber window lintel(See AS 1684 Timber Framing Manual for sizes/spans)
Typical timber window ledger(See AS 1684 Timber Framing Manual for sizes/spans)
Fixing reveal to lintel and ledger (size as appropriate).Min 15mm clearance between Lintel and window head.
Over lapped board (See DT10)
Under lapped board (See DT10)
Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/orwindow manufacturers specifications.
Flashing to have adequate fall for drainage as appropriate (Eg; 150)
Over lapped board (See DT10)
Under lapped board (See DT10)
Typical Radial Board & Batten
TypicalWindow
Brackets & Fixings to support window structure as perwindow manufacturers or engineers specifica ons
NOTE: Window details are indictation of cladding fixing only.For specific details it is recommended to refer to window manufacturers details
WINDOWHEAD
WINDOW SILL
150
150
15
Low modulus sealant
Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/orwindow manufacturers specifications.
Flashing to have adequate fall for drainage as appropriate (Eg; 150)
Timber window head(See window manufacturers specifications)
Timber Architrave
Moisture vapour barrier or relevantimpermeable wall underlay as per
NCC & AS1684
Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/orwindow manufacturers specifications.
Flashing to have adequate fall for drainage as appropriate (Eg; 150)
Typical stud frame
Typical plasterboard sheet as required
Timber window sill(See window manufacturers specifications)
Timber Architrave
Moisture vapour barrier or relevantimpermeable wall underlay as per
NCC & AS1684
Typical stud frame (Checked out for timber window lintel as per AS 1684)
Typical plasterboard sheet as required
Typical timber window lintel(See AS 1684 Timber Framing Manual for sizes/spans)
Typical timber window ledger(See AS 1684 Timber Framing Manual for sizes/spans)
Over lapped board (See DT10)
Under lapped board (See DT10)
Typical Radial Board & Batten
Timber Framing as per:AS1684.2 Timber Framed Construction (Part 6.2.3 Openings)
Min 15mm clearance between Lintel and window head.
Typical Radial Board & Batten
Over lapped board (See DT10)
Under lapped board (See DT10)
TypicalWindow
Brackets & Fixings to support window structure as perwindow manufacturers or engineers specifica ons
NOTE: Window details are indictation of cladding fixing only.For specific details it is recommended to refer to window manufacturers details
WINDOWHEAD
WINDOW SILL
150
150
75
50
Typical stud frame (As per AS 1684)
Typical plasterboard sheet as required
Timber Architrave
Moisture vapour barrier or relevant impermeablewall underlay as per NCC & AS1684
Fix window window frame to vertical timber stud.Packer as required between reveal and stud
Flashing as per NCC: 3.5.3.6 Flashings to wall openings
Typical Radial horizontalBevelled Edge Board & Batten
Weather resistant flexible sealant betweencladding & corner stop as appropriate
Typical 75x50mm SQE stopbutt join to Radcon Bevelled Edge
Board & BattenUnder lapped board (See DT 10)
Over lapped board (See DT 10)
TypicalTimber
Window
Brackets & Fixings to support window structure as perwindow manufacturers or engineers specifica ons
NOTE: Window details are indictation of cladding fixing only.For specific details it is recommended to refer to window manufacturers details
75
50
Typical stud frame (As per AS 1684)
Typical plasterboard sheet as required
Timber Architrave
Moisture vapour barrier or relevant impermeablewall underlay as per NCC & AS1684
Fix window reveal to vertical timber stud.Packer as required between reveal and stud
Flashing as per NCC: 3.5.3.6 Flashings to wall openings
Typical 75x50mm SQE stopbutt join to Radcon Bevelled Edge
Board & Batten
Weather resistant flexible sealant betweencladding & corner stop as appropriate
Under lapped board (See DT 10)
Over lapped board (See DT 10)
Typical Radial horizontalBevelled Edge Board & Batten
TypicalAluminium
Window
Brackets & Fixings to support window structure as perwindow manufacturers or engineers specifica ons
NOTE: Window details are indictation of cladding fixing only.For specific details it is recommended to refer to window manufacturers details
BB06:A - Typical Board & Batten Aluminium Window Flashing Details Section (Noggin Fixing)1:51.0
BB06:B - Typical Board & Batten Timber Window Flashing Details Section (Noggin Fixing)1:52.0
BB06:B1 - Typical Board & Batten Timber Window Flashing Details Plan View1:52.1
BB06:A1 - Typical Board & Batten Aluminium Window Flashing Details Plan View1:51.1
NOTE:Termite Treatment in accordance with AS3600 required.Installer to comply with AS3959 - Construction In Bushfire areas.
IMPORTANT:Refer to Radial Timber Product specifications for further fixinginformation: www.radialtimbers.com.au
NCC Volume 2:3.5.3.6 Flashings to wall openingsOpenings in external wall cladding exposed to the weather must be flashed as follows:(a) All openings must be adequately flashed using materials that comply with AS/NZS 2904.(b) Flashings must be securely fixed at least 25 mm under the cladding and extend over theends and edges of the framing of the opening
NOTE: Same principles for fixing (As per details here-in)apply for horizontal clad or vertical clad shiplap fixing
TYPICAL TIMBER LINTEL OPTIONS FOR WINDOW OPENINGS (Below):AS 1684 (Timber Framing manual - Figure 6.8 Openings)
-
GSPublisherEngine 0.2.100.100
GENERAL NOTES:
1. Do not scale Drawings. If drawings are in question ordiscrepancy, the builder shall be responsible for obtainingclarification from the building designer and or buildingsurveyor before continuing with construction.
2. All dimensions relating to existing conditions shall be fieldverified.
3. Where otherwise specified all products shall be installedaccording to Radial Timbers specifications. This applies notwithstanding any relevant Building Act, Regulation, BuildingCode of Australia, Local GovernmentRegulation/Requirement and Australian Standard.
4. Radial Timbers recommends the following gap spacing forV/Join Shiplap:· 45mm & 70mm - 3mm Gap spacing· 90mm & 110mm - 5mm Gap spacing
5. All external timbers to be treated against weather exposureto current AS 1604 specifications or no less than durabilityClass 1 In-Ground/Class 2 Above Ground as per AS 5604Timber Natural Durability Ratings.
6. All external steel & fixings to be a minimum of Hot DipGalvanized or equivalent corrosion protection to AS 2311 &2312 unless within 1Km from a salt water environment thenMarine grade Stainless steel is to be used, except wherenoted otherwise by the NCC.
7. All Residential timber framing, bracing & tie downs are to bein accordance to AS 1684 (Commercial constructionspecifications to be provided by Engineer).
8. Compliance with the relevant National Construction CodeOf Australia (NCC) Volume 1 & or Volume 2 is mandatory(Not limited to) & theGUIDE TO STANDARDS & TOLERANCES.
9. Compliance with the (NCC) Volume 1:3.5.3.2 Timber Cladding & 3.5.3.6 Flashingsto wall openingsOpenings in external wall cladding exposed to the weathermust be flashed as follows:
(a) All openings must be adequately flashed using materialsthat comply with AS/NZS 2904.
(b) Flashings must be securely fixed at least 25 mm under thecladding
10. Compliance with the following Australian Standards ismandatory (Not limited to):
AS 1684 TIMBER FRAMED CONSTRUCTIONAS 5604 NATURAL TIMBER DURABILITYAS 3959 CONSTRUCTION IN BUSHFIRE AREASAS 2796.1 TIMBER HARDWOOD -SAWN & MILLED PRODUCTS(PRODUCT SPECIFICATION)AS 2047 WINDOWS IN BUILDINGS AS 2870 RESIDENTIAL SLABS & FOOTINGSAS 1250 THE USE OF STEEL IN STRUCTURESAS 4100 STEEL STRUCTURESAS 2311 PAINTING OF BUILDINGS AS 3600 TERMITE MANAGEMENTAS 1170 STRUCTURAL DESIGN ACTIONSAS 1428 DESIGN FOR ACCESS AND MOBILITYAS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYSAND LADDERS - DESIGN, CONSTRUCTION ANDINSTALLATION
11. All underground services (Sewer, Drainage, Gas, Electric,telecommunications, etc;) to be determined on site & fromrelevant authority records, prior to commencement of anyconstruction.
A2 - Not To Scale
RADIAL TIMBER SALES12 PARK DRIVE,DANDENONG SOUTH 3175PH: (03) 9768 2100FAX: (03) 9768 2177EMAIL: [email protected]: www.radialtimbers.com.au
DRAWING NAME:THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS ANDNOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER.DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTILISSUED BY THE DESIGNER FOR CONSTRUCTION.DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.FIXING DETAILS:REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS(www.radialtimbers.com.au)
NOTES:
DATE:
SCALE:
REVISION:
DWG NO:
REVISION:
DWG NO:
Board & Batten Window (Batten Fixing) Flashing Details
BB07
0418-Feb-17
15
Timber Architrave
Typical Impervious sealing strip(See specific window manufactuers specifications for further information)
Moisture vapour barrier or relevantimpermeable wall underlay as per
NCC & AS1684
Typical stud frame (See AS1684 Timber Framing Manual)
Typical plasterboard sheet as required
Timber reveal, size as appropriate
Timber Architrave
Typical plasterboard sheet as required
Timber reveal, size as appropriate
Typical timber window lintel(See AS 1684 Timber Framing Manual for sizes/spans)
Typical timber window ledger(See AS 1684 Timber Framing Manual for sizes/spans)
Fixing reveal to lintel and ledger (size as appropriate).Min 15mm clearance between Lintel and window head.
Moisture vapour barrier or relevantimpermeable wall underlay as per
NCC & AS1684
Over lapped board (See DT10)
Under lapped board (See DT10)
Min 15mm clearance between Lintel and window head.
Typical Radial Board & BattenTypical stud frame (Checked out for timber window lintel as per AS 1684).Timber Framing as per:AS1684.2 Timber Framed Construction (Part 6.2.3 Openings)
Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/orwindow manufacturers specifications.
Flashing to have adequate fall for drainage as appropriate (Eg; 150)
Over lapped board (See DT10)
Under lapped board (See DT10)
Typical Radial Board & Batten
Typical timber batten and packer: Timber or plastic shim spaceras appropriate (Min 10mm).Vertical installation is recommended to have fixings at 450 -600mm maximum. Minimum H2 or Class 3.
Typical timber batten and packer: Timber or plastic shim spacer asappropriate (Min 10mm).Vertical installation is recommended to have fixings at 450 - 600mmmaximum. Minimum H2 or Class 3.
TypicalWindow
Brackets & Fixings to support window structure as perwindow manufacturers or engineers specifica ons
NOTE: Window details are indictation of cladding fixing only.For specific details it is recommended to refer to window manufacturers details
WINDOWHEAD
WINDOW SILL
150
150
15
Timber Architrave
Typical Impervious sealing strip(See specific window manufactuers specifications for further information)
Moisture vapour barrier or relevantimpermeable wall underlay as per
NCC & AS1684
Typical stud frame (See AS1684 Timber Framing Manual)
Typical plasterboard sheet as required
Timber reveal, size as appropriate
Timber Architrave
Typical plasterboard sheet as required
Timber reveal, size as appropriate
Typical timber window lintel(See AS 1684 Timber Framing Manual for sizes/spans)
Typical timber window ledger(See AS 1684 Timber Framing Manual for sizes/spans)
Fixing reveal to lintel and ledger (size as appropriate).Min 15mm clearance between Lintel and window head.
Moisture vapour barrier or relevantimpermeable wall underlay as per
NCC & AS1684
Over lapped board (See DT10)
Under lapped board (See DT10)
Min 15mm clearance between Lintel and window head.
Typical Radial Board & BattenTypical stud frame (Checked out for timber window lintel as per AS 1684).Timber Framing as per:AS1684.2 Timber Framed Construction (Part 6.2.3 Openings)
Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/orwindow manufacturers specifications.
Flashing to have adequate fall for drainage as appropriate (Eg; 150)
Over lapped board (See DT10)
Under lapped board (See DT10)
Typical Radial Board & Batten
Typical timber batten and packer: Timber or plastic shim spaceras appropriate (Min 10mm).Vertical installation is recommended to have fixings at 450 -600mm maximum. Minimum H2 or Class 3.
Typical timber batten and packer: Timber or plastic shim spacer asappropriate (Min 10mm).Vertical installation is recommended to have fixings at 450 - 600mmmaximum. Minimum H2 or Class 3.
TypicalWindow
Brackets & Fixings to support window structure as perwindow manufacturers or engineers specifica ons
NOTE: Window details are indictation of cladding fixing only.For specific details it is recommended to refer to window manufacturers details
WINDOWHEAD
WINDOW SILL
150
150
45
75
50
Typical stud frame (As per AS 1684)
Typical plasterboard sheet as required
Timber Architrave
Moisture vapour barrier or relevant impermeablewall underlay as per NCC & AS1684
Fix window reveal to vertical timber stud.Packer as required between reveal and stud
Typical timber batten and packer.Timber battens at 600mm centres max.Minimum H2 or Class 3
Typical 45x19mm SQE stopbutt join to timber batten
Flashing as per NCC: 3.5.3.6 Flashings to wall openings
Typical 75x50mm SQE stopbutt join to Radcon Bevelled Edge
Board & Batten
Weather resistant flexible sealant betweencladding & corner stop as appropriate
Under lapped board (See DT 10)Over lapped board (See DT 10)
Typical Radial horizontalBevelled Edge Board & Batten
Typical batten packer
TypicalAluminium
Window
Brackets & Fixings to support window structure as perwindow manufacturers or engineers specifica ons
NOTE: Window details are indictation of cladding fixing only.For specific details it is recommended to refer to window manufacturers details
45
75
50
Typical stud frame (As per AS 1684)
Typical plasterboard sheet as required
Timber Architrave
Moisture vapour barrier or relevant impermeablewall underlay as per NCC & AS1684
Fix window reveal to vertical timber stud.Packer as required between reveal and stud
Typical timber batten and packer.Timber battens at 600mm centres max.Minimum H2 or Class 3
Typical 45x19mm SQE stopbutt join to timber batten
Flashing as per NCC: 3.5.3.6 Flashings to wall openings
Typical 75x50mm SQE stopbutt join to Radcon Bevelled Edge
Board & Batten
Weather resistant flexible sealant betweencladding & corner stop as appropriate
Under lapped board (See DT 10)Over lapped board (See DT 10)
Typical Radial horizontalBevelled Edge Board & Batten
Typical batten packer
TypicalAluminium
Window
Brackets & Fixings to support window structure as perwindow manufacturers or engineers specifica ons
NOTE: Window details are indictation of cladding fixing only.For specific details it is recommended to refer to window manufacturers details
BB07:A - Typical Board & Batten Aluminium Window Flashing Details Section (Batten Fixing)1:51.0
BB07:B - Typical Board & Batten Timber Window Flashing Details Section (Batten Fixing)1:52.0
BB07:B1 - Typical Board & Batten Timber Window Flashing Details Section1:52.1
BB07:A1 - Typical Board & Batten Aluminium Window Flashing Details Section1:51.1
TYPICAL TIMBER LINTEL OPTIONS FOR WINDOW OPENINGS (Below):AS 1684 (Timber Framing manual - Figure 6.8 Openings)
IMPORTANT:Refer to Radial Timber Product specifications for further fixinginformation: www.radialtimbers.com.au
NCC Volume 2:3.5.3.6 Flashings to wall openingsOpenings in external wall cladding exposed to the weather must be flashed as follows:(a) All openings must be adequately flashed using materials that comply with AS/NZS 2904.(b) Flashings must be securely fixed at least 25 mm under the cladding and extend over theends and edges of the framing of the opening
NOTE: Same principles for fixing (As per details here-in)apply for horizontal clad or vertical clad shiplap fixing
NOTE:Termite Treatment in accordance with AS3600 required.Installer to comply with AS3959 - Construction In Bushfire areas.
-
GSPublisherEngine 0.2.100.100
GENERAL NOTES:
1. Do not scale Drawings. If drawings are in question ordiscrepancy, the builder shall be responsible for obtainingclarification from the building designer and or buildingsurveyor before continuing with construction.
2. All dimensions relating to existing conditions shall be fieldverified.
3. Where otherwise specified all products shall be installedaccording to Radial Timbers specifications. This applies notwithstanding any relevant Building Act, Regulation, BuildingCode of Australia, Local GovernmentRegulation/Requirement and Australian Standard.
4. Radial Timbers recommends the following gap spacing forV/Join Shiplap:· 45mm & 70mm - 3mm Gap spacing· 90mm & 110mm - 5mm Gap spacing
5. All external timbers to be treated against weather exposureto current AS 1604 specifications or no less than durabilityClass 1 In-Ground/Class 2 Above Ground as per AS 5604Timber Natural Durability Ratings.
6. All external steel & fixings to be a minimum of Hot DipGalvanized or equivalent corrosion protection to AS 2311 &2312 unless within 1Km from a salt water environment thenMarine grade Stainless steel is to be used, except wherenoted otherwise by the NCC.
7. All Residential timber framing, bracing & tie downs are to bein accordance to AS 1684 (Commercial constructionspecifications to be provided by Engineer).
8. Compliance with the relevant National Construction CodeOf Australia (NCC) Volume 1 & or Volume 2 is mandatory(Not limited to) & theGUIDE TO STANDARDS & TOLERANCES.
9. Compliance with the (NCC) Volume 1:3.5.3.2 Timber Cladding & 3.5.3.6 Flashingsto wall openingsOpenings in external wall cladding exposed to the weathermust be flashed as follows:
(a) All openings must be adequately flashed using materialsthat comply with AS/NZS 2904.
(b) Flashings must be securely fixed at least 25 mm under thecladding
10. Compliance with the following Australian Standards ismandatory (Not limited to):
AS 1684 TIMBER FRAMED CONSTRUCTIONAS 5604 NATURAL TIMBER DURABILITYAS 3959 CONSTRUCTION IN BUSHFIRE AREASAS 2796.1 TIMBER HARDWOOD -SAWN & MILLED PRODUCTS(PRODUCT SPECIFICATION)AS 2047 WINDOWS IN BUILDINGS AS 2870 RESIDENTIAL SLABS & FOOTINGSAS 1250 THE USE OF STEEL IN STRUCTURESAS 4100 STEEL STRUCTURESAS 2311 PAINTING OF BUILDINGS AS 3600 TERMITE MANAGEMENTAS 1170 STRUCTURAL DESIGN ACTIONSAS 1428 DESIGN FOR ACCESS AND MOBILITYAS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYSAND LADDERS - DESIGN, CONSTRUCTION ANDINSTALLATION
11. All underground services (Sewer, Drainage, Gas, Electric,telecommunications, etc;) to be determined on site & fromrelevant authority records, prior to commencement of anyconstruction.
A2 - Not To Scale
RADIAL TIMBER SALES12 PARK DRIVE,DANDENONG SOUTH 3175PH: (03) 9768 2100FAX: (03) 9768 2177EMAIL: [email protected]: www.radialtimbers.com.au
DRAWING NAME:THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS ANDNOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER.DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTILISSUED BY THE DESIGNER FOR CONSTRUCTION.DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.FIXING DETAILS:REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS(www.radialtimbers.com.au)
NOTES:
DATE:
SCALE:
REVISION:
DWG NO:
REVISION:
DWG NO:
Radial B&B Wall Overhang/Pitch Roof Details (Batten Fixing)
BB08
0418-Feb-17
32
D
Moisture Vapour barrier or relevant impermeablewall underlay as per NCC and AS1684
Timber moulding (Eg:Quad or other as appropriate)
Eaves Lining Cement Sheet(Soffit) or as appropriate
Typical Soffit bearer (70x35mm) - Fixed to side of rafter(Size as per AS1684:Timber Framing)
Typical Fascia board
Optional Soffit bearer hanger (See AS1684:Timber Framing)
Typical Noggin (70x35mm) fixed between soffit bearers
D/3 Max
Typical Rafter
Typical roofing batten
Typical stud wall top plate
Moisture Vapour barrier or relevant impermeablewall underlay as per NCC and AS1684
Typical vertical wall stud (As per AS 1684)
Typical particleboardflooring over floor joist
Typical Soffit liningattached to battens
Typical vertical wall stud (As per AS 1684)
Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/orArchitects/Engineers specifications.Flashing to have adequate fall for drainage as appropriate (Eg; 150)
Optional (Recommened):End cuts to be sealed with relevant oil based sealer product as appropriate.Bottom side of boards to be undercut min 150 angle to form drip edge onboards and 5-10mm clearance between flashing and boards to alleviate anymositure trapping issues
Typical Radial Board & Batten
Over lapped board(See DT10)
Under lappedboard (See DT10)
Optional supporting postby Architect/Engineer
Typical Radial Board & Batten
Over lapped board(See DT10)
Under lappedboard (See DT10)
Noggins to comply with AS1684.2 (6.2.1.5).Vertical installation is recommended to havefixings at 450 - 600mm maximum.
Noggins to comply with AS1684.2 (6.2.1.5).Vertical installation is recommended to havefixings at 450 - 600mm maximum.
D/3 = Not more than 1/3 to be cutfrom rafter for birdsmouth cut
150
Typical Floor Joist Beam as perArchitect/Engineer
NOTE: Details are indictation of cladding fixing only.
Vertical fixed shiplap to be mitredover batten and lapped as pictured
Moisture vapour barrier orrelevant impermeable wallunderlay as per NCC &AS1684
Cuts to be mitred and flush joined.Cuts to be sealed with relevantsealer product as appropriate
Timber batten, size asappropriate. Timber battensat 600mm centres max.Minimum H2 or Class 3Timber or plastic shimpacker over vertical stud,width as appropriate studsize (Min 10mm thickness)
Screw/Nail fixing as per RadialTimber Supplies product fixinginformation specifications.Fix board 10mm min clear of joint.
Under lapped board (See BB01)Over lapped board (See BB01)
35
35
10
75
Typical timber packing shim 10mmthickness. Packing shim used forpacking horizontal fixing battens toalleviate and ventillate any moisturebuild up between moisture vapourbarrier and timber cladding.
This can easily docked by customerfrom studs, etc;37
75
54
12 13 12
10
Typical plastic horseshoe packingshim 10mm thickness. Packingshim used for packing horizontalfixing battens to alleviate andventillate any moisture build upbetween moisture vapour barrierand timber cladding
BB08:A - Typical Board & Batten Pitch Roof Detail Section (Batten Fixing)1:101.0
BB03:A1 & BB03:B1 - Vertical B&B Mitre Join1:51.1
Typical Timber Packer1:43.0
Typical Plastic Packer1:42.0
NOTE:Termite Treatment in accordance with AS3600 required.Installer to comply with AS3959 - Construction In Bushfire areas.
NOTE:Radial Timber Product specifications noted here-in are manufacturers information for guidancepurposes only. Adherance with applicable Building Acts, Building Regulations,National Construction Codes, Local Government Regulations/Planning, Australian Standardsmust take precedence.
IMPORTANT:Refer to Radial Timber Product specifications for further fixing information:www.radialtimbers.com.au
-
GSPublisherEngine 0.2.100.100
GENERAL NOTES:
1. Do not scale Drawings. If drawings are in question ordiscrepancy, the builder shall be responsible for obtainingclarification from the building designer and or buildingsurveyor before continuing with construction.
2. All dimensions relating to existing conditions shall be fieldverified.
3. Where otherwise specified all products shall be installedaccording to Radial Timbers specifications. This applies notwithstanding any relevant Building Act, Regulation, BuildingCode of Australia, Local GovernmentRegulation/Requirement and Australian Standard.
4. Radial Timbers recommends the following gap spacing forV/Join Shiplap:· 45mm & 70mm - 3mm Gap spacing· 90mm & 110mm - 5mm Gap spacing
5. All external timbers to be treated against weather exposureto current AS 1604 specifications or no less than durabilityClass 1 In-Ground/Class 2 Above Ground as per AS 5604Timber Natural Durability Ratings.
6. All external steel & fixings to be a minimum of Hot DipGalvanized or equivalent corrosion protection to AS 2311 &2312 unless within 1Km from a salt water environment thenMarine grade Stainless steel is to be used, except wherenoted otherwise by the NCC.
7. All Residential timber framing, bracing & tie downs are to bein accordance to AS 1684 (Commercial constructionspecifications to be provided by Engineer).
8. Compliance with the relevant National Construction CodeOf Australia (NCC) Volume 1 & or Volume 2 is mandatory(Not limited to) & theGUIDE TO STANDARDS & TOLERANCES.
9. Compliance with the (NCC) Volume 1:3.5.3.2 Timber Cladding & 3.5.3.6 Flashingsto wall openingsOpenings in external wall cladding exposed to the weathermust be flashed as follows:
(a) All openings must be adequately flashed using materialsthat comply with AS/NZS 2904.
(b) Flashings must be securely fixed at least 25 mm under thecladding
10. Compliance with the following Australian Standards ismandatory (Not limited to):
AS 1684 TIMBER FRAMED CONSTRUCTIONAS 5604 NATURAL TIMBER DURABILITYAS 3959 CONSTRUCTION IN BUSHFIRE AREASAS 2796.1 TIMBER HARDWOOD -SAWN & MILLED PRODUCTS(PRODUCT SPECIFICATION)AS 2047 WINDOWS IN BUILDINGS AS 2870 RESIDENTIAL SLABS & FOOTINGSAS 1250 THE USE OF STEEL IN STRUCTURESAS 4100 STEEL STRUCTURESAS 2311 PAINTING OF BUILDINGS AS 3600 TERMITE MANAGEMENTAS 1170 STRUCTURAL DESIGN ACTIONSAS 1428 DESIGN FOR ACCESS AND MOBILITYAS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYSAND LADDERS - DESIGN, CONSTRUCTION ANDINSTALLATION
11. All underground services (Sewer, Drainage, Gas, Electric,telecommunications, etc;) to be determined on site & fromrelevant authority records, prior to commencement of anyconstruction.
A2 - Not To Scale
RADIAL TIMBER SALES12 PARK DRIVE,DANDENONG SOUTH 3175PH: (03) 9768 2100FAX: (03) 9768 2177EMAIL: [email protected]: www.radialtimbers.com.au
DRAWING NAME:THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS ANDNOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER.DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTILISSUED BY THE DESIGNER FOR CONSTRUCTION.DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.FIXING DETAILS:REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS(www.radialtimbers.com.au)
NOTES:
DATE:
SCALE:
REVISION:
DWG NO:
REVISION:
DWG NO:
Radial B&B Wall Overhang/Pitch Roof Details (Noggin Fixing)
BB09
0418-Feb-17
32
D
Moisture Vapour barrier or relevant impermeablewall underlay as per NCC and AS1684
Timber moulding (Eg:Quad or other as appropriate)
Eaves Lining Cement Sheet(Soffit) or as appropriate
Typical Soffit bearer (70x35mm) - Fixed to side of rafter(Size as per AS1684:Timber Framing)
Typical Fascia board
Optional Soffit bearer hanger (See AS1684:Timber Framing)
Typical Noggin (70x35mm) fixed between soffit bearers
D/3 Max
Typical Rafter
Typical roofing batten
Typical stud wall top plate
Moisture Vapour barrier or relevant impermeablewall underlay as per NCC and AS1684
Typical vertical wall stud (As per AS 1684)
Typical particleboardflooring over floor joist
Typical Soffit liningattached to battens
Typical vertical wall stud (As per AS 1684)
Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/orArchitects/Engineers specifications.Flashing to have adequate fall for drainage as appropriate (Eg; 150)
Optional (Recommened):End cuts to be sealed with relevant oil based sealer product as appropriate.Bottom side of boards to be undercut min 150 angle to form drip edge onboards and 5-10mm clearance between flashing and boards to alleviate anymositure trapping issues
Typical Radial Board & Batten
Over lapped board(See DT10)
Under lappedboard (See DT10)
Optional supporting postby Architect/Engineer
Typical Radial Board & Batten
Over lapped board(See DT10)
Under lappedboard (See DT10)
Noggins to comply with AS1684.2 (6.2.1.5).Vertical installation is recommended to havefixings at 450 - 600mm maximum.
Noggins to comply with AS1684.2 (6.2.1.5).Vertical installation is recommended to havefixings at 450 - 600mm maximum.
D/3 = Not more than 1/3 to be cutfrom rafter for birdsmouth cut
150
Typical Floor Joist Beam as perArchitect/Engineer
NOTE: Details are indictation of cladding fixing only.
Vertical fixed BE Board & Batten tobe mitred over noggin and lappedas pictured.
Moisturevapour barrier
or releventimpermeablewall underlay
as per NCC
End cuts to be mitred and flush joined.Cuts to be sealed with relevant sealerproduct as appropriate.
Screw/Nail fixing as per RadialTimber Supplies product fixinginformation specifications.Fix board 10mm min clear of joint.
Under lapped board (See BB01)Over lapped board (See BB01)
BB09:A - Typical Board & Batten Pitch Roof Detail Section (Noggin Fixing)1:101.0
BB02:A1 - Vertical Board & Batten Mitre Join1:51.1
NOTE:Termite Treatment in accordance with AS3600 required.Installer to comply with AS3959 - Construction In Bushfire areas.
NOTE:Radial Timber Product specifications noted here-in are manufacturers information for guidancepurposes only. Adherance with applicable Building Acts, Building Regulations,National Construction Codes, Local Government Regulations/Planning, Australian Standardsmust take precedence.
IMPORTANT:Refer to Radial Timber Product specifications for further fixing information:www.radialtimbers.com.au
-
GSPublisherEngine 0.2.100.100
GENERAL NOTES:
1. Do not scale Drawings. If drawings are in question ordiscrepancy, the builder shall be responsible for obtainingclarification from the building designer and or buildingsurveyor before continuing with construction.
2. All dimensions relating to existing conditions shall be fieldverified.
3. Where otherwise specified all products shall be installedaccording to Radial Timbers specifications. This applies notwithstanding any relevant Building Act, Regulation, BuildingCode of Australia, Local GovernmentRegulation/Requirement and Australian Standard.
4. Radial Timbers recommends the following gap spacing forV/Join Shiplap:· 45mm & 70mm - 3mm Gap spacing· 90mm & 110mm - 5mm Gap spacing
5. All external timbers to be treated against weather exposureto current AS 1604 specifications or no less than durabilityClass 1 In-Ground/Class 2 Above Ground as per AS 5604Timber Natural Durability Ratings.
6. All external steel & fixings to be a minimum of Hot DipGalvanized or equivalent corrosion protection to AS 2311 &2312 unless within 1Km from a salt water environment thenMarine grade Stainless steel is to be used, except wherenoted otherwise by the NCC.
7. All Residential timber framing, bracing & tie downs are to bein accordance to AS 1684 (Commercial constructionspecifications to be provided by Engineer).
8. Compliance with the relevant National Construction CodeOf Australia (NCC) Volume 1 & or Volume 2 is mandatory(Not limited to) & theGUIDE TO STANDARDS & TOLERANCES.
9. Compliance with the (NCC) Volume 1:3.5.3.2 Timber Cladding & 3.5.3.6 Flashingsto wall openingsOpenings in external wall cladding exposed to the weathermust be flashed as follows:
(a) All openings must be adequately flashed using materialsthat comply with AS/NZS 2904.
(b) Flashings must be securely fixed at least 25 mm under thecladding
10. Compliance with the following Australian Standards ismandatory (Not limited to):
AS 1684 TIMBER FRAMED CONSTRUCTIONAS 5604 NATURAL TIMBER DURABILITYAS 3959 CONSTRUCTION IN BUSHFIRE AREASAS 2796.1 TIMBER HARDWOOD -SAWN & MILLED PRODUCTS(PRODUCT SPECIFICATION)AS 2047 WINDOWS IN BUILDINGS AS 2870 RESIDENTIAL SLABS & FOOTINGSAS 1250 THE USE OF STEEL IN STRUCTURESAS 4100 STEEL STRUCTURESAS 2311 PAINTING OF BUILDINGS AS 3600 TERMITE MANAGEMENTAS 1170 STRUCTURAL DESIGN ACTIONSAS 1428 DESIGN FOR ACCESS AND MOBILITYAS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYSAND LADDERS - DESIGN, CONSTRUCTION ANDINSTALLATION
11. All underground services (Sewer, Drainage, Gas, Electric,telecommunications, etc;) to be determined on site & fromrelevant authority records, prior to commencement of anyconstruction.
A2 - Not To Scale
RADIAL TIMBER SALES12 PARK DRIVE,DANDENONG SOUTH 3175PH: (03) 9768 2100FAX: (03) 9768 2177EMAIL: [email protected]: www.radialtimbers.com.au
DRAWING NAME:THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS ANDNOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER.DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTILISSUED BY THE DESIGNER FOR CONSTRUCTION.DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY.FIXING DETAILS:REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS(www.radialtimbers.com.au)
NOTES:
DATE:
SCALE:
REVISION:
DWG NO:
REVISION:
DWG NO:
Radial Board & Batten Wall/Skillion Roof Flashing Details
BB10
0418-Feb-17
Vertical fixed shiplap to be mitredover batten and lapped as pictured
Moisture vapour barrier orrelevant impermeable wallunderlay as per NCC &AS1684
Cuts to be mitred and flush joined.Cuts to be sealed with relevantsealer product as appropriate
Timber batten, size asappropriate. Timber battensat 600mm centres max.Minimum H2 or Class 3Timber or plastic shimpacker over vertical stud,width as appropriate studsize (Min 10mm thickness)
Screw/Nail fixing as per RadialTimber Supplies product fixinginformation specifications.Fix board 10mm min clear of joint.
Under lapped board (See BB01)Over lapped board (See BB01)
35
35
10
75
Typical timber packing shim 10mmthickness. Packing shim used forpacking horizontal fixing battens toalleviate and ventillate any moisturebuild up between moisture vapourbarrier and timber cladding.
This can easily docked by customerfrom studs, etc;
37
75
54
12 13 12
10
Typical plastic horseshoe packingshim 10mm thickness. Packingshim used for packing horizontalfixing battens to alleviate andventillate any moisture build upbetween moisture vapour barrierand timber cladding
Vertical fixed BE Board & Batten tobe mitred over noggin and lappedas pictured.
Moisturevapour barrier
or releventimpermeablewall underlay
as per NCC
End cuts to be mitred and flush joined.Cuts to be sealed with relevant sealerproduct as appropriate.
Screw/Nail fixing as per RadialTimber Supplies product fixinginformation specifications.Fix board 10mm min clear of joint.
Under lapped board (See BB01)Over lapped board (See BB01)
75
Moisture Vapour barrier or relevant impermeablewall underlay as per NCC and AS1684
Noggins at 600mm centres max.Noggins to comply with AS1684.2 (6.2.1.5)
Typical roof framingbatten (See AS1684) Typical sheet roofing
Typical Rafter Typical stud wall top plate
Typical vertical wall stud
Typical flashing over roofcladding and rafter
Typical Radial Board & Batten
Over lapped board (See DT10)
Under lapped board (See DT10)
Typical roof framingbatten (See AS1684)
Timber Battens: Vertical installation isrecommended to have fixings at 450 - 600mmmaximum. Minimum H2 or Class 3.
75mm Minimum overlap of flashing
Moisture Vapour barrier or relevant impermeablewall underlay as per NCC and AS1684
Typical roof framingbatten (See AS1684) Typical sheet roofing
Typical fascia board
Typical Rafter Typical stud wall top plate
Typical vertical wall stud
Typical flashing over roofcladding and fascia board
Typical Radial Board & Batten
Over lapped board (See DT10)
Under lapped board (See DT10)
Noggins to comply with AS1684.2 (6.2.1.5).Vertical installation is recommended to havefixings at 450 - 600mm maximum.
BB03:A1 & BB03:B1 - Vertical B&B Mitre Join1:42.1
Typical Timber Packer1:44.0
Typical Plastic Packer1:43.0
BB02:A1 - Vertical Board & Batten Mitre Join1:41.1
BB10:B - Typical Board & Batten Skillion Roof Detail Section (Batten Fixing)1:102.0
BB10:A - Typical Board & Batten Skillion Roof Detail Section (Noggin Fixing)1:101.0
NOTE:Termite Treatment in accordance with AS3600 required.Installer to comply with AS3959 - Construction In Bushfire areas.
NOTE:Radial Timber Product specifications noted here-in are manufacturers information for guidancepurposes only. Adherance with applicable Building Acts, Building Regulations,National Construction Codes, Local Government Regulations/Planning, Australian Standardsmust take precedence.
IMPORTANT:Refer to Radial Timber Product specifications for further fixing information:www.radialtimbers.com.au
RTS Fixing Details - 1 - ViewsRTS DetailsBoard & BattenBB01 Typical Radial Board & Batten DetailsBB02 Radial Board & Batten Wall (Noggin) Fixing DetailsBB03 Radial Board & Batten Wall (Batten) Fixing DetailsBB04 Radial Board & Batten External Corner DetailsBB06 Board & Batten Window (Noggin Fixing) Flashing DetailsBB07 Board & Batten Window (Batten Fixing) Flashing DetailsBB08 Radial B&B Wall Overhang/Pitch Roof Details (Batten Fixing)BB09 Radial B&B Wall Overhang/Pitch Roof Details (Noggin Fixing)BB10 Radial Board & Batten Wall/Skillion Roof Flashing Details