typical v-join shiplap profile 1.1 typical shiplap v-join

GSPublisherEngine 0.2.100.100

Typical Radial Shiplap Profiles

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DRAWN BY: RADIAL TIMBER

NOTES: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)

DRAWING NAME:

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 & 75mm - 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.

RADIAL TIMBER SALES12 PARK DRIVE,DANDENONG SOUTH 3175PH: (03) 9768 2100FAX: (03) 9768 2177EMAIL: [email protected]: www.radialtimbers.com.au

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OUTLAST TIMBER SUPPLIES96-100 GOVERNOR ROAD,MORDIALLOC, 3195PH: (03) 9587 0366FAX: (03) 9587 0369EMAIL: [email protected]: www.outlast.com.au

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Typical timber gapspacing tool forstandard shiplapprofile

Stainless steel screw as appropriate or Hot DippedGalvanized ring shank nail as appropriate(See NCC Vol 1: 3.5.3.2 Timber Cladding).Screw countersunk below timber surface to allow foroverlap board.

Horizontal fixed boards to have lapped boards with rebategroove facing on the downwards side as pictured.

Min Gap as per manufacturers recommendations

Vertical FixingMethod Plan View:Prevailing weatherdirection of boardsfor vertical fixingmethod

Radial Secret Fix Shiplap (Square Edge Profile)38x20, 70x20mm, 90x20mm & 110x20mm (Board cover)

Stainless steel screw as appropriate or Hot DippedGalvanized ring shank nail as appropriate(See NCC Vol 1: 3.5.3.2 Timber Cladding).

Horizontal fixed boards to have lappingon the downwards side as pictured

Min Gap as per Manufacturers recommendations

Vertical Fixing MethodPlan View:

Prevailing weatherdirection of boards forvertical fixing method(Recommend 450mmfixing spacing for this

application)

Radial Standard V-Join Profile Sizes:90x20 110x20 (Board cover)

Typical Shiplap V-Join Spacer Tool1.1

Typical Secret Fix SQE Shiplap Profile2.0

Typical V-Join Shiplap Profile1.0

Species:· Silvertop Ash (Eucalyptus Sieberi) - 55x19 & 80x19mm(Rated bushfire resisting timber to maximum BAL 29 as per AS 3959),Termite resistant (AS 5604) and natural durability rated as Class 2 above ground up to 25 years)

Note: Natural timber durability ratings may be significantly increased if timber is maintained such as cleaning anddecking oil application as required.

Appearance Grade:

All timber is supplied as standard and better grade (not select). Small tight knots, gum veins, splits,ambrosia and other marks are acceptable features that sometimes occur in boards.Timber is graded in accordance with the AS 2796.2-1999 Australia Standard / Part Two Grade description.Also see examples of board variations on our website

Installation:Preferably layout of the boards should be in a vertical position for better water run off especially invery exposed locations such as near the coast. Boards can be fixed directly to breathable sisalation clad wallshowever a better option is to use fixing battens on the studs Use 75x35 treated pine fixed directly to thesisalation clad stud walls, this also allows for good ventilation between the back of the boards and the sisalation.It also makes installation of the shiplap much quicker however allowances must be made for the extra width cavity wall when it comes to windows, doorways etc.

If fixed horizontally, the tongues of each Shiplap board should face up to prevent water frombeing trapped inside joints. On long runs, boards may have to be butt joined but a better option isto use engineered set lengths alternatively, walls can be broken up into smaller panels byinserting a flashing or vertical/horizontal timber stops.Special Aluminium or timber profiles can also be used on external and internal corners(these are available from radial timber) .

Boards must be installed with a 3mm gap between them which is indicated by theshadow line which is a very slight raised section on the tongue.This spacing will allow for movement of the timber as ambient humidity and conditions change.

Do not allow rain or water to get behind boards during installation. Wall cavity must be protected at all times.It’s important that all flashing around windows or other openings are adequately installed to allow forproper drainage away from the timber. Care and attention should also be taken to avoid pooling ofwater when fixing other structures such as pergolas to the cladding as well.

Fixings:Boards should be screwed with 50mm long stainless steel 7 gauge (small head) Stainless Steel(304 or 316 grade) screws as these don’t degrade like other metals with but care should betaken close to ends to avoid splitting. (Radial can supply self-drilling, self-countersinkingstainless steel screws fixings).The screws should be installed so that they sit flush on the rebate allowing the over lapping board tolock into place against the shadow line. Holes can either be predrilled or self-drilling screws canbe used into pine battens.Care should be taken if using self-drilling screws especially at the ends of the boards to avoid splitting


Radial Shiplap Noggin Fixing Details

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150

Timber framing as perAS1684

End cuts to be mitred and flush joined.Cuts to be sealed with relevant sealerproduct as appropriate

Moisture Vapour barrier or relevantimpermeable wall underlay as perNCC and AS1684

Vertical Shiplap boards fixed tonoggins and top/bottom plate

Typical polyethelene film moisture barrier(See AS2870 for further details)

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150mm Min distance as per(NCC: 3.1.2.3) and/or (AS2870: 5.2.2)

Noggins at 600mm centres max.Noggins to comply with AS1684.2 (6.2.1.5).Vertical installation is recommended to havefixings at 450mm maximum

150

Typical polyethelene film moisture barrier(See AS2870 for further details)


Board joining end cuts to be mitred andflush joined over vertical stud. Cuts to besealed with relevant sealer product asappropriate


Horizontal Shiplap boards fixed to verticalstuds at maximum 600mm centres(Refer AS 1684 for span tables)

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eight


Board joining end cuts to be mitred andflush joined over vertical stud. Cuts to besealed with relevant sealer product asappropriate


Horizontal Shiplap boards fixed to verticalstuds at maximum 600mm centres(Refer AS 1684 for span tables)

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 &/orAS2870 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

S02:C1

Refer AS1684 TimberFraming Manual for Span

tables/sizes of timbersubfloor bearers/joists


150m

m

Steel flashing as per (NCC:3.5.3.6) as appropriate

Optional timber block under flashing attached to masonrywall with suitable anchor.Timber to be minimum H3 or Class 2, or as appropriate.

Screw/Nail fixing as per Radial Timber Suppliesproduct fixing information specifications.See Radial fixing recommendationsfor further information www.radialtimbers.com.au

Clearance distance to finished Ground Level - 150mm Mindistance as per (NCC: 3.1.2.3) and/or (AS2870: 5.2.2)

Cladding to be min 50mm past Floor Level

6mm min capillarygap between cladding& slab edge

150m

m50

6Steel flashing as per (NCC:3.5.3.6) as appropriate

Optional timber block under flashing attached to masonrywall with suitable 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 Mindistance as per (NCC: 3.1.2.3) and/or (AS2870: 5.2.2)

Bottom side of board to be undercut min 150 angle toform drip edge on vertical fixed boards. Cladding to bemin 50mm past Floor Level

6mm min capillarygap between cladding& slab edge

Vertical fixed shiplap tobe mitred over nogginand lapped as pictured.

Moisturevapour barrier

or releventimpermeablewall underlay

as per NCC

End cuts to be mitred andflush joined. Cuts to besealed with relevant sealerproduct as appropriate.

Screw/Nail fixing as per RadialTimber Supplies product fixinginformation specifications.Fix board 10mm min clear ofjoint.


Fixing as appropriate(See NCC Vol 1: 3.5.3.2 Timber Cladding)and Radial Timber fixing recommendations(www.radialtimbers.com.au)

Screw/Nail fixing as per Radial Timber Suppliesproduct fixing information specifications.See Radial fixing recommendationsfor further information www.radialtimbers.com.au


Termite cap as perNCC 3.1.3 Termite Management &AS3600 Termite Management

Typical Timber Barge Boards attachedto cleat on side of stump

Typical timber joist

Typical Concrete ortimber stump

Typical timber frame stud

Typical Particleboard sheeting

Moisture vapour barrier orrelevent impermeable wall

underlay as per NCC

Refer AS1684 Timber Framing Manual for Spantables/sizes of timber subfloor bearers/joists

S02:A - Vertical Shiplap Stud Frame: Noggin Fixing SOG1:151.0 S02:B - Horizontal Shiplap Stud Frame: Noggin Fixing SOG

1:152.0

S02:C - Horizontal Shiplap Stud Frame: Noggin Fixing Timber Sub-Floor1:153.0

S02:B1 - Horizontal Shiplap Bottom Flashing1:52.0

S02:A2 - Vertical Shiplap Bottom Flashing1:51.2

S02:A1 - Vertical Shipalp Mitre Join1:51.1

S02:C - Horizontal Shiplap Bottom Flashing1:53.1

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 fixing information:www.radialtimbers.com.au


Radial Shiplap Batten Fixing Details

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Width

Over

all D

epth

Depth

Foo

ting

Fill

Min H

eight


Typical Particleboard sheetinglaid over timber floor Joists

(See AS1860.2)


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


End cuts to be sealed with relevant oilbased sealer product as appropriate


Vertical Shiplap boards fixed tohorizontal timber battens

Timber battens at 600mm centres max.Minimum H2 or Class 3Vertical installation is recommended tohave fixings at 450mm maximum

S03:B2

S03:A1/B1

Refer AS1684 TimberFraming Manual for Span

tables/sizes of timbersubfloor bearers/joists

Timber noggins at 600mm centres max.Minimum H2 or Class 3.Vertical installation is recommendedto have fixings at 450mm maximum

100

Typical polyethelene filmmoisture barrier

(See AS2870 for further details)



Vertical Shiplap boards fixed tohorizontal timber battens

End cuts to be sealed with relevant oilbased sealer product as appropriate

Timber or plastic shim spacer as appropriate (Min 10mm)


Noggins at 600mm centres max.Noggins to comply with AS1684.2 (6.2.1.5)Vertical installation is recommended to have fixings at 450mm maximum

S03:A2

S03:A1/B1

Timber battens at 600mm centres max.Minimum H2 or Class 3.Vertical installation is recommendedto have fixings at 450mm maximum


Vertical fixed shiplap to bemitred over batten and lappedas pictured

Moisture vapour barrier or relevantimpermeable wall underlay as per

NCC & AS1684

End cuts to be mitred and flushjoined. Cuts to be sealed withrelevant sealer product asappropriate

Timber batten, size as appropriate.Timber battens at 600mm centres max.

Minimum H2 or Class 3

Timber or plastic shim packer oververtical stud, width as appropriate

stud size (Min 10mm thickness)


50


Fixing as appropriate(See NCC Vol 1: 3.5.3.2 Timber Cladding)and Radial Timber fixing recommendations(www.radialtimbers.com.au)


Termite cap as perNCC 3.1.3 Termite Management &AS3600 Termite Management

Typical Timber Barge Boards attachedto cleat on side of stump

Typical timber joist

Typical Concrete ortimber stump

Typical timber frame stud

Typical Particleboard sheeting

Moisture vapour barrier orrelevent impermeable wall

underlay as per NCC

End cuts to be sealed with relevant oil basedsealer product as appropriate.

Bottom side of board to be undercut min 150

angle to form drip edge on vertical fixed boards.

Cladding to be min 50mm past Floor Level

Timber or plastic shim spacer asappropriate (Min 10mm)

Typical timber batten as appropriate

Refer AS1684 Timber Framing Manual for Spantables/sizes of timber subfloor bearers/joists

50

End cuts to be sealedwith relevant oil basedsealer product asappropriate.

Bottom side of board tobe undercut min 150

angle to form drip edgeon vertical fixedboards.

Cladding to be min50mm past Floor Level

Flashing as appropriate

37

75

54

12 13 12

10

Typical plastic horseshoe packingshim 10mm thickness. Packing shimused for packing horizontal fixingbattens to alleviate and ventillate anymoisture build up between moisturevapour barrier and timber cladding

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;

S03:B - Vertical Shiplap Stud Frame: Batten Fixing - Timber Sub-Floor1:152.0

S03:A - Vertical Shiplap Stud Frame - Batten Fixing SOG1:151.0

S03:A1 - Vertical Shiplap Mitre Join1:51.1

S03:B1 - Vertical Shiplap Detail1:52.1

S03:A2 - Vertical Shiplap Bottom Flashing1:51.2

Typical Plastic Packer3.0

Typical Timber Packer4.0




Radial Shiplap External Corner Details

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S04:B1

Typical timber stud.Spacing at 600mm centers max.

Typical Standard Shiplap profile

Typical Secret fixShiplap profile

Alternative 80x25mm (x1) SQETimber corner stop

80

25 80

25

Typical secret fixshiplap cladding

Typical secret fixprofile cladding

Corner stud blocking as per timberframing standard AS1684

Typical 80x25mm (x2)SQE corner stop butt join

Weather resistant flexiblesealant between cladding &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

S04:A1





25

80




Alternative 80x25mm (x1)SQE corner stop butt join

Weather resistant flexiblesealant between cladding &corner stop as appropriate


wall openings





Alternative SQE Secret fixship corner stop butt join

Weather resistant flexiblesealant between shiplapboards at corner as appropriate


wall openings


Typical fixing into adjacent cornerboard. Recommended to pre-drill &countersink as appropriate

Dock/Rip edge of SQE SecretFix Shiplap board to produce

square cut edge

S04:C1


Typical Secret fix Shiplap profile



S04:B - Alternate Radial Shiplap External Wall Corner Fixing Details: Plan View1:152.0

S04:A1 - Typical Radial Shiplap External Wall Fixing Details1:51.1

S04:A - Typical Radial Shiplap External Wall Corner Fixing Details: Plan View1:151.0

S04:B1 - Alternate Radial Shiplap External Wall Fixing Details1:52.1

S04:C1 - Alternate Radial Shiplap External Wall Fixing Details1:53.1

S04:C - Alternate Radial Shiplap External Wall Corner Fixing Details: Plan View1:153.0

NOTE: Same principles for fixing(As per details here-in) apply for horizontal clad orvertical clad shiplap fixing




Radial Shiplap Internal Corner Details

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S05:A



Typical Secret fix Shiplap profile

Internal timber corner stop 35x35mm

Internal timbercorner stop35x35mm



Corner stud blocking as pertimber framing standard AS1684

Weather resistant flexible sealant betweencladding & corner stop as appropriate

Moisture vapour barrieror relevant impermeable

wall underlay as perNCC & AS1684

Corner flashing as per NCC:3.5.3.6 Flashings to wallopenings

S05:A - Typical Radial Shiplap Internal Wall Corner Fixing Details: Plan View1:151.0 S05:A1 - Typical Radial Shiplap Internal Wall Corner Fixing Details

1:51.1



NOTE: Same principles for fixing (As per details here-in)apply for horizontal clad or vertical clad shiplap fixing

Noggins at max600mm Centres

Minimum 200mmlong stud size

blocks spaced max.600mm apart


Radial Shiplap Typical Window (Noggin Fixing) Flashing Details

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15

Typical stud frame (Checked out for timber window lintel as per AS 1684)

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 plasterboard sheet as required

Timber reveal, size as appropriate

Timber ArchitraveLow modulus sealant

Typical Impervious sealing strip(See specific window manufactuers specifications for further information)


NCC & AS1684


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 Radial Secret Fix SQE Shiplap

Typical Radial Standard profile V-Join Shiplap

Typical stud frame (See AS1684 Timber Framing Manual)



Timber Architrave

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.

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



Low modulus sealant


NCC & AS1684



Timber Framing as per:AS1684.2 Timber Framed Construction (Part 6.2.3 Openings)




Typical stud frame


Timber window sill(See window manufacturers specifications)

Timber Architrave


NCC & AS1684

Typical stud frame (Checked out for timber window lintel as per AS 1684)


Timber Architrave




Timber window head(See window manufacturers specifications)

TypicalWindow



WINDOWHEAD

WINDOW SILL

150

150

45

19

Typical stud frame (As per AS 1684)


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 45x19mm SQE stopbutt join to Radial Shiplap


Typical Radial horizontal shiplap.For vertical fixing to noggins, noggins must beinstalled at 600mm centers maximum

TypicalAluminium

Window



45

19



Timber Architrave


Fix window window frame to vertical timber stud.Packer as required between reveal and stud


Typical Radial horizontal shiplap.For vertical fixing to noggins, noggins must beinstalled at 600mm centers maximum



TypicalTimber

Window



S06:A - Radial Shiplap Typical Section - Aluminium Window Detail1:51.0

S06:B - Radial Shiplap Typical Section - Timber Window Detail1:52.0

S06:A1 - Radial Shiplap Typical Plan View: Aluminium Window Detail1:51.1

S06:B1 - Radial Shiplap Typical Plan View: Timber Window Detail1:52.1

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



Radial Shiplap Typical Window (Batten Fixing) Flashing Details

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15

Low modulus sealant



Low modulus sealant


NCC & AS1684





Typical stud frame


Timber window sill(See window manufacturers specifications)

Timber Architrave


NCC & AS1684


Timber Architrave



Timber window head(See window manufacturers specifications)


Typical 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)

Typical timber batten and packer.Timber battens at 600mm centres max.




TypicalWindow



WINDOWHEAD

WINDOW SILL

150

150

15





Timber ArchitraveLow modulus sealant

Typical Impervious sealing strip(See specific window manufactuers specifications for further information)


NCC & AS1684


NCC & AS1684





Typical stud frame (See AS1684 Timber Framing Manual)



Timber Architrave









Typical 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)

TypicalWindow



WINDOWHEAD

WINDOW SILL

150

150

45

1945



Timber Architrave


Fix window reveal to vertical timber stud.Packer as required between reveal and stud




Typical 45x19mm SQE stopbutt join to timber batten

Shipped board edge cut square tosuit board spacing (Where required)

Typical Radial vertical fixed shiplap

Typical batten packer

Typical timber batten and packer.Timber battens at 600mm centres max.Minimum H2 or Class 3

TypicalAluminium

Window



45

1945



Timber Architrave


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 openingsTypical Radial vertical fixed shiplap overhorizontal timber battens fixed to stud face



Typical 45x19mm SQE stopbutt join to timber batten

Shipped board edge cut square tosuit board spacing (Where required)

Typical batten packer

Typical timber batten and packer.Timber battens at 600mm centres max.Minimum H2 or Class 3

TypicalTimber

Window



S07:B - Radial Shiplap Typical Section - Timber Window Detail1:52.0

S07:A - Radial Shiplap Typical Section - Aluminium Window Detail1:51.0

S07:A1 - Radial Shiplap Typical Plan View - Aluminium Window Detail1:51.1

S07:B1 - Radial Shiplap Typical Plan View - Timber Window Detail1:52.1

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



Radial Vertical Shiplap Typical Wall/Pitch Roof Flashing Details

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32

D

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)

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 vertical shiplap cladding

Typical stud wall top plate

Typical vertical wall stud

Typical timber batten and packer.Timber battens at 600mm centres max, minimum H2 or Class 3

Timber or plastic shim spacer as appropriate (Min 10mm)

D/3 = Not more than 1/3 to be cutfrom rafter for birdsmouth cut

32

DMoisture Vapour barrier or relevant impermeable

wall 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


D/3 = Not more than 1/3 to be cutfrom rafter for birdsmouth cut




as per NCC





NCC & AS1684







37

75

54

12 13 12

10


35

35

10

75



S08:B - Typical Shiplap Pitch Roof Eaves/Wall Detail (Batten Fixing)1:102.0

S08:A - Typical Shiplap Pitch Roof Eaves/Wall Detail (Noggin Fixing)1:101.0




Typical Timber Packer4.0



NOTE: Same principles for fixing (As per details here-in)apply for horizontal clad shiplap fixing


Radial Vertical Shiplap Typical Wall/Skillion Roof Flashing Details

02

DWG NO:

REVISION:

SCALE:

DATE:



DRAWING NAME:

GENERAL NOTES:
















A2 - Not To Scale


5/08/2015

S09



Typical roof framingbatten (See AS1684) Typical sheet roofing

Typical fascia board

Typical Rafter Typical stud wall top plate


Typical flashing over roofcladding and fascia board


75mm Minimum overlap of flashing




as per NCC





NCC & AS1684







37

75

54

12 13 12

10


35

35

10

75





Typical roof framingbatten (See AS1684) Typical sheet roofing

Typical Rafter Typical stud wall top plate


Typical flashing over roofcladding and rafter

Typical Vertical Shiplap

Typical roof framingbatten (See AS1684)

75mm Minimum overlap of flashing

S08:A - Typical Shiplap Skillion Roof Eaves/Wall Detail (Noggin Fixing)1:101.0




Typical Timber Packer4.0S08:B - Typical Shiplap Skillion Roof Eaves/Wall Detail (Batten Fixing)1:102.0



NOTE: Same principles for fixing (As per details here-in)apply for horizontal clad shiplap fixing

typical v-join shiplap profile 1.1 typical shiplap v-join

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