Typical Shiplap V-Join Spacer Tool 1.1 Typical Tongue & Groove SQE

GENERAL NOTES:

1. Do not scale Drawings. If drawings are in question or discrepancy, the builder shall be responsible for obtaining clarification from the building designer and or building surveyor before continuing with construction.

2. All dimensions relating to existing conditions shall be field verified.

3. Where otherwise specified all products shall be installed according to Radial Timbers specifications. This applies not withstanding any relevant Building Act, Regulation, Building Code of Australia, Local Government Regulation/Requirement and Australian Standard. Stainless steel screw as appropriate or Hot Dipped Galvanized ring shank nail as appropriate 4. Radial Timbers recommends the following gap spacing for (See NCC Vol 1: 3.5.3.2 Timber Cladding). V/Join Shiplap: · 45mm & 70mm - 3mm Gap spacing · 90mm & 110mm - 5mm Gap spacing Vertical Fixing Method Typical timber gap Plan View: spacing tool for Prevailing weather standard shiplap 5. All external timbers to be treated against weather exposure direction of boards for profile to current AS 1604 specifications or no less than durability vertical fixing method Class 1 In-Ground/Class 2 Above Ground as per AS 5604 (Recommend 450mm Min Gap as per Manufacturers recommendations Timber Natural Durability Ratings. fixing spacing for this application) 6. All external steel & fixings to be a minimum of Hot Dip Galvanized or equivalent corrosion protection to AS 2311 & 2312 unless within 1Km from a salt water environment then Marine grade Stainless steel is to be used, except where noted otherwise by the NCC.

7. All Residential timber framing, bracing & tie downs are to be Horizontal fixed boards to have lapping in accordance to AS 1684 (Commercial construction on the downwards side as pictured Species: specifications to be provided by Engineer). · Silvertop Ash (Eucalyptus Sieberi) (Rated bushfire resisting timber to maximum BAL 29 as per AS 3959), 8. Compliance with the relevant National Construction Code Radial Standard V-Join Profile Sizes: Of Australia (NCC) Volume 1 & or Volume 2 is mandatory Termite resistant (AS 5604) and natural durability rated as Class 2 above ground up to 25 years) 90x20 110x20 (Board cover) (Not limited to) & the GUIDE TO STANDARDS & TOLERANCES. Note: Natural timber durability ratings may be significantly increased if timber is maintained such as cleaning and Typical V-Join Shiplap Profile Typical Shiplap V-Join Spacer Tool decking oil application as required. 9. Compliance with the (NCC) Volume 1: 1.0 1.1 3.5.3.2 Timber Cladding & 3.5.3.6 Flashings to wall openings Appearance Grade: Openings in external wall cladding exposed to the weather All timber is supplied as standard and better grade (not select). Small tight knots, gum veins, splits, must be flashed as follows: ambrosia and other marks are acceptable features that sometimes occur in boards. (a) All openings must be adequately flashed using materials Timber is graded in accordance with the AS 2796.2-1999 Australia Standard / Part Two Grade description. that comply with AS/NZS 2904. Also see examples of board variations on our website (b) Flashings must be securely fixed at least 25 mm under the cladding Installation: Preferably layout of the boards should be in a vertical position for better water run off especially in very exposed locations such as near the coast. Boards can be fixed directly to breathable sisalation clad walls 10. Compliance with the following Australian Standards is however a better option is to use fixing battens on the studs Use 75x35 treated pine fixed directly to the mandatory (Not limited to): Stainless steel screw as appropriate or Hot Dipped Galvanized ring sisalation clad stud walls, this also allows for good ventilation between the back of the boards and the sisalation. shank nail as appropriate It also makes installation of the shiplap much quicker however allowances must be made for the extra width AS 1684 TIMBER FRAMED CONSTRUCTION Vertical Fixing (See NCC Vol 1: 3.5.3.2 Timber Cladding). cavity wall when it comes to windows, doorways etc. AS 5604 NATURAL TIMBER DURABILITY Method Plan View: Screw countersunk below timber surface to allow for overlap board. AS 3959 CONSTRUCTION IN BUSHFIRE AREAS It is recommended that 110x19mm SQE boards be face fixed. Prevailing weather If fixed horizontally, the tongues of each Shiplap board should face up to prevent water from AS 2796.1 TIMBER HARDWOOD - being trapped inside joints. On long runs, boards may have to be butt joined but a better option is direction of boards SAWN & MILLED PRODUCTS to use engineered set lengths alternatively, walls can be broken up into smaller panels by for vertical fixing inserting a flashing or vertical/horizontal timber stops. (PRODUCT SPECIFICATION) method Special Aluminium or timber profiles can also be used on external and internal corners AS 2047 WINDOWS IN BUILDINGS (these are available from radial timber) . AS 2870 RESIDENTIAL SLABS & FOOTINGS AS 1250 THE USE OF STEEL IN STRUCTURES Min Gap as per manufacturers recommendations Boards must be installed with a 3mm gap between them which is indicated by the AS 4100 STEEL STRUCTURES shadow line which is a very slight raised section on the tongue. AS 2311 PAINTING OF BUILDINGS This spacing will allow for movement of the timber as ambient humidity and conditions change. AS 3600 TERMITE MANAGEMENT Do not allow rain or water to get behind boards during installation. Wall cavity must be protected at all times. AS 1170 STRUCTURAL DESIGN ACTIONS AS 1428 DESIGN FOR ACCESS AND MOBILITY Horizontal fixed boards to have lapped boards with rebate It’s important that all flashing around windows or other openings are adequately installed to allow for AS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYS groove facing on the downwards side as pictured. proper drainage away from the timber. Care and attention should also be taken to avoid pooling of water when fixing other structures such as pergolas to the cladding as well. AND LADDERS - DESIGN, CONSTRUCTION AND INSTALLATION Radial Tongue & Groove Shiplap (Square Edge Profile) Fixings: 38x20, 70x20mm, 90x20mm & 110x20mm (Board cover) Boards should be screwed with 50mm long stainless steel 7 gauge (small head) Stainless Steel 11. All underground services (Sewer, Drainage, Gas, Electric, (304 or 316 grade) screws as these don’t degrade like other metals with but care should be telecommunications, etc;) to be determined on site & from Typical Tongue & Groove SQE Shiplap Profile taken close to ends to avoid splitting. (Radial can supply self-drilling, self-countersinking 2.0 stainless steel screws fixings). It is recommended that 110x19 T&G boards be face fixed. relevant authority records, prior to commencement of any The screws should be installed so that they sit flush on the rebate allowing the over lapping board to construction. lock into place against the shadow line. Care should be taken if using self-drilling screws especially at the ends of the boards to avoid splitting Note: Option of End Matching of Tongue & Groove Shiplap boards available upon request

NOTES: DRAWING NAME: THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND RADIAL TIMBER SALES NOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER. 12 PARK DRIVE, Typical Radial Shiplap Profiles DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DANDENONG SOUTH 3175 ISSUED BY THE DESIGNER FOR CONSTRUCTION. PH: (03) 9768 2100 SCALE: A2 - Not To Scale DWG NO: S01 DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. FAX: (03) 9768 2177 DATE: 18-Feb-17 REVISION: 04 FIXING DETAILS: EMAIL: [email protected] REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS WEB: www.radialtimbers.com.au (www.radialtimbers.com.au) GSPublisherEngine 0.2.100.100 GENERAL NOTES:

1. Do not scale Drawings. If drawings are in question or Moisture Vapour barrier or relevant discrepancy, the builder shall be responsible for obtaining Moisture Vapour barrier or relevant impermeable wall underlay as per Moisture Vapour barrier or relevant NCC and AS1684 clarification from the building designer and or building impermeable wall underlay as per impermeable wall underlay as per NCC and AS1684 NCC and AS1684 surveyor before continuing with construction.

Board joining end cuts to be mitred and 2. All dimensions relating to existing conditions shall be field Board joining end cuts to be mitred and Noggins to comply with AS1684.2 (6.2.1.5). flush joined over vertical stud. Cuts to be verified. End cuts to be mitred and flush joined. Vertical installation is recommended to have sealed with relevant sealer product as Noggins to comply with AS1684.2 (6.2.1.5). Noggins to comply with AS1684.2 (6.2.1.5). flush joined over vertical stud. Cuts to be Cuts to be sealed with relevant sealer fixings at 600mm maximum. 110mm SQE is appropriate Vertical installation is recommended to have Vertical installation is recommended to have sealed with relevant sealer product as 3. Where otherwise specified all products shall be installed product as appropriate fixings at 600mm maximum. 110mm SQE is appropriate recommended no more than 450mm fixing fixings at 600mm maximum. 110mm SQE is according to Radial Timbers specifications. This applies not recommended no more than 450mm fixing recommended no more than 450mm fixing withstanding any relevant Building Act, Regulation, Building Code of Australia, Local Government Regulation/Requirement and Australian Standard. S02:A1 Horizontal Shiplap boards fixed to vertical studs at maximum 600mm centres 4. Radial Timbers recommends the following gap spacing for Timber framing as per (Refer AS 1684 for span tables) V/Join Shiplap: Vertical Shiplap boards fixed to Horizontal Shiplap boards fixed to vertical AS1684 Timber framing as per noggins and top/bottom plate Timber framing as per studs at maximum 600mm centres · 45mm & 70mm - 3mm Gap spacing AS1684 AS1684 (Refer AS 1684 for span tables) · 90mm & 110mm - 5mm Gap spacing Typical Particleboard sheeting S02:C1 laid over timber floor Joists S02:B1 5. All external timbers to be treated against weather exposure S02:A2 (See AS1860.2) to current AS 1604 specifications or no less than durability Typical timber floor joist Class 1 In-Ground/Class 2 Above Ground as per AS 5604 Timber Natural Durability Ratings. Typical timber bearer 150mm Min distance as per Refer AS1684 Timber 150mm Min distance as per Framing Manual for Span Termite cap on top of stump as per

150 (NCC: 3.1.2.3) and/or (AS2870: 5.2.2) 6. All external steel & fixings to be a minimum of Hot Dip 150 (NCC: 3.1.2.3) and/or (AS2870: 5.2.2) tables/sizes of timber NCC 3.1.3 Termite Management & subfloor bearers/joists AS3600 Termite Management Galvanized or equivalent corrosion protection to AS 2311 & Typical Timber Barge Boards 2312 unless within 1Km from a salt water environment then Min sub floor height as per Height attached to cleat on side of stump

NCC 3.4.1 Sub Floor Ventillation. Min Marine grade Stainless steel is to be used, except where Height taken from bottom of bearer Typical concrete stump noted otherwise by the NCC. to Ground Level (GL) Typical polyethelene film moisture barrier Typical polyethelene film moisture barrier

(See AS2870 for further details) (See AS2870 for further details) Fill 7. All Residential timber framing, bracing & tie downs are to be in accordance to AS 1684 (Commercial construction S02:A - Vertical Shiplap Stud Frame: Noggin Fixing SOG S02:B - Horizontal Shiplap Stud Frame: Noggin Fixing SOG specifications to be provided by Engineer).

1.0 1:15 2.0 1:15 Depth Footing

Overall Overall 8. Compliance with the relevant National Construction Code Stump & Footing size refer to: AS1684 Timber Framing Manual &/or Depth Of Australia (NCC) Volume 1 & or Volume 2 is mandatory AS2870 Residential Slabs & Footings (Not limited to) & the (or Engineers specifications where applicable) GUIDE TO STANDARDS & TOLERANCES. Screw/Nail fixing as per Radial Timber Supplies product fixing information Width specifications. See Radial fixing 9. Compliance with the (NCC) Volume 1: recommendations for further 3.5.3.2 Timber Cladding & 3.5.3.6 Flashings Moisture information www.radialtimbers.com.au S02:C - Horizontal Shiplap Stud Frame: Noggin Fixing Timber Sub-Floor vapour barrier Vertical fixed shiplap to 3.0 to wall openings or relevent be mitred over noggin Cladding to be min 50mm past Floor Level 1:15 impermeable and lapped as pictured. Openings in external wall cladding exposed to the weather wall underlay 6mm min Steel flashing as per (NCC:3.5.3.6) as appropriate as per NCC capillary gap must be flashed as follows: Screw/Nail fixing as per Radial Optional timber block under flashing attached to Timber Supplies product fixing between (a) All openings must be adequately flashed using materials cladding & masonry wall with suitable anchor. Timber to be information specifications. minimum H3 or Class 2, or as appropriate. that comply with AS/NZS 2904. Fix board 10mm min clear of joint. slab edge Clearance distance to finished Ground (b) Flashings must be securely fixed at least 25 mm under the End cuts to be mitred and flush Level - 150mm Min distance as per (NCC: cladding joined. Cuts to be sealed with 150mm 3.1.2.3) and/or (AS2870: 5.2.2) Moisture vapour relevant sealer product as barrier or relevent Screw/Nail fixing as per Radial appropriate. impermeable wall 10. Compliance with the following Australian Standards is Timber Supplies product fixing underlay as per NCC information specifications. mandatory (Not limited to): S02:A1 - Vertical Shiplap Mitre Join S02:B1 - Horizontal Shiplap Bottom Flashing Typical timber See Radial fixing recommendations 1.1 2.0 frame stud for further information 1:5 1:5 www.radialtimbers.com.au AS 1684 TIMBER FRAMED CONSTRUCTION Typical Particleboard AS 5604 NATURAL TIMBER DURABILITY sheeting AS 3959 CONSTRUCTION IN BUSHFIRE AREAS AS 2796.1 TIMBER HARDWOOD - Screw/Nail fixing as per Radial Timber Supplies product fixing information specifications. SAWN & MILLED PRODUCTS Fix board 10mm min clear of end. Refer AS1684 Timber Framing Fixing as appropriate (See NCC Vol 1: 3.5.3.2 Timber (PRODUCT SPECIFICATION) Manual for Span tables/sizes of Optional: Cladding) and Radial Timber AS 2047 WINDOWS IN BUILDINGS Bottom side of board to be undercut min 150 angle timber subfloor bearers/joists fixing recommendations AS 2870 RESIDENTIAL SLABS & FOOTINGS to form drip edge on vertical fixed boards. Cladding (www.radialtimbers.com.au) to be min 50mm past Floor Level AS 1250 THE USE OF STEEL IN STRUCTURES Typical timber joist AS 4100 STEEL STRUCTURES

6mm min Steel flashing as per (NCC:3.5.3.6) as appropriate 50 capillary gap 6 AS 2311 PAINTING OF BUILDINGS Optional timber block under flashing attached to masonry between Typical timber bearer wall with suitable anchor. AS 3600 TERMITE MANAGEMENT cladding & Steel flashing as per (NCC:3.5.3.6) Timber to be minimum H3 or Class 2, or as appropriate. slab edge as appropriate AS 1170 STRUCTURAL DESIGN ACTIONS Clearance distance to finished Ground Level - Termite cap as per AS 1428 DESIGN FOR ACCESS AND MOBILITY 150mm Min distance as per (NCC: 3.1.2.3) NCC 3.1.3 Termite Management AS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYS and/or (AS2870: 5.2.2) 150mm Typical Concrete & AS3600 Termite Management or timber stump AND LADDERS - DESIGN, CONSTRUCTION AND Typical Timber Barge Boards INSTALLATION attached to cleat on side of stump S02:A2 - Vertical Shiplap Bottom Flashing 1.2 11. All underground services (Sewer, Drainage, Gas, Electric, 1:5 telecommunications, etc;) to be determined on site & from relevant authority records, prior to commencement of any S02:C - Horizontal Shiplap Bottom Flashing IMPORTANT: 3.1 construction. Refer to Radial Timber Product specifications for further fixing information: 1:5 www.radialtimbers.com.au NOTE: Radial Timber Product specifications noted here-in are manufacturers information for guidance NOTES: DRAWING NAME: purposes only. Adherance with applicable Building Acts, Building Regulations, THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND RADIAL TIMBER SALES National Construction Codes, Local Government Regulations/Planning, Australian Standards NOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER. 12 PARK DRIVE, Radial Shiplap Noggin Fixing Details must take precedence. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DANDENONG SOUTH 3175 ISSUED BY THE DESIGNER FOR CONSTRUCTION. PH: (03) 9768 2100 SCALE: A2 - Not To Scale DWG NO: S02 NOTE: DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. FAX: (03) 9768 2177 DATE: 18-Feb-17 REVISION: 04 Termite Treatment in accordance with AS3600 required. FIXING DETAILS: EMAIL: [email protected] Installer to comply with AS3959 - Construction In Bushfire areas. REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS WEB: www.radialtimbers.com.au (www.radialtimbers.com.au) GSPublisherEngine 0.2.100.100 GENERAL NOTES:

Noggins at 600mm centres max. Moisture Vapour barrier or relevant 1. Do not scale Drawings. If drawings are in question or Noggins at 600mm centres max. Moisture Vapour barrier or relevant Noggins to comply with AS1684.2 (6.2.1.5) impermeable wall underlay as per discrepancy, the builder shall be responsible for obtaining Noggins to comply with AS1684.2 (6.2.1.5) impermeable wall underlay as per NCC and AS1684 NCC and AS1684 clarification from the building designer and or building Timber or plastic shim spacer as appropriate (Min 10mm) surveyor before continuing with construction.

2. All dimensions relating to existing conditions shall be field verified. Timber Battens: Vertical installation is recommended to have fixings at End cuts to be mitred and flush joined. End cuts to be mitred and flush joined. 600mm maximum. 110mm SQE is recommended no more than 450mm Cuts to be sealed with relevant sealer Cuts to be sealed with relevant sealer fixing to Timber battens at 600mm centres max. Minimum H2 or Class 3. product as appropriate 3. Where otherwise specified all products shall be installed Timber Battens: Vertical installation is recommended to have fixings at product as appropriate 600mm maximum. 110mm SQE is recommended no more than 450mm according to Radial Timbers specifications. This applies not fixing to Timber battens at 600mm centres max. Minimum H2 or Class 3. withstanding any relevant Building Act, Regulation, Building Code of Australia, Local Government S03:A1/B1 S03:A1/B1 Regulation/Requirement and Australian Standard. Timber framing as per AS1684 Vertical Shiplap boards fixed to 4. Radial Timbers recommends the following gap spacing for horizontal timber battens V/Join Shiplap: Timber framing as per Vertical Shiplap boards fixed to Typical Particleboard sheeting · 45mm & 70mm - 3mm Gap spacing S03:B2 AS1684 horizontal timber battens laid over timber floor Joists · 90mm & 110mm - 5mm Gap spacing (See AS1860.2)

S03:A2 5. All external timbers to be treated against weather exposure End cuts to be sealed with relevant oil Typical timber floor joist End cuts to be sealed with relevant oil based sealer product as appropriate based sealer product as appropriate to current AS 1604 specifications or no less than durability Refer AS1684 Timber Typical timber bearer Class 1 In-Ground/Class 2 Above Ground as per AS 5604 Framing Manual for Span Termite cap on top of stump as per Timber Natural Durability Ratings. 150mm Min distance as per tables/sizes of timber NCC 3.1.3 Termite Management &

Typical polyethelene film 100 (NCC: 3.1.2.3) and/or (AS2870: 5.2.2) subfloor bearers/joists AS3600 Termite Management moisture barrier 6. All external steel & fixings to be a minimum of Hot Dip Typical Timber Barge Boards (See AS2870 for further details) Min sub floor height as per Height attached to cleat on side of stump Galvanized or equivalent corrosion protection to AS 2311 &

NCC 3.4.1 Sub Floor Ventillation. Min Height taken from bottom of bearer 2312 unless within 1Km from a salt water environment then to Ground Level (GL) Typical concrete stump Marine grade Stainless steel is to be used, except where

noted otherwise by the NCC. Fill

7. All Residential timber framing, bracing & tie downs are to be

S03:A - Vertical Shiplap Stud Frame - Batten Fixing SOG Depth in accordance to AS 1684 (Commercial construction

1.0 1:15 Footing specifications to be provided by Engineer).

Stump & Footing size refer to: Overall Depth Depth AS1684 Timber Framing Manual &/or 8. Compliance with the relevant National Construction Code AS2870 Residential Slabs & Footings (or Engineers specifications where applicable) Of Australia (NCC) Volume 1 & or Volume 2 is mandatory Width (Not limited to) & the GUIDE TO STANDARDS & TOLERANCES. Vertical fixed shiplap to be 12 13 12 Moisture vapour barrier or S03:B - Vertical Shiplap Stud Frame: Batten Fixing - Timber Sub-Floor mitred over batten and lapped Typical plastic horseshoe packing relevant impermeable wall as pictured 2.0 1:15 9. Compliance with the (NCC) Volume 1: underlay as per NCC & AS1684 shim 10mm thickness. Screw/Nail fixing as per Radial 3.5.3.2 Timber Cladding & 3.5.3.6 Flashings Timber Supplies product fixing Timber batten, size as 54 Packing shim used for packing information specifications. to wall openings appropriate.Timber battens at 75 horizontal fixing battens to alleviate 600mm centres max. Fix board 10mm min clear of Openings in external wall cladding exposed to the weather joint. Minimum H2 or Class 3 and ventillate any moisture build up must be flashed as follows: End cuts to be mitred Timber or plastic shim between moisture vapour barrier and flush joined. Cuts (a) All openings must be adequately flashed using materials packer over vertical stud, to be sealed with and timber cladding that comply with AS/NZS 2904. width as appropriate stud relevant sealer product 10 37 size (Min 10mm thickness) (b) Flashings must be securely fixed at least 25 mm under the as appropriate cladding S03:A1 - Vertical Shiplap Mitre Join Typical Plastic Packer Timber or plastic shim spacer 1.1 3.0 Moisture vapour barrier 1:5 or relevent impermeable as appropriate (Min 10mm) 10. Compliance with the following Australian Standards is wall underlay as per NCC Typical timber batten as appropriate mandatory (Not limited to):

Typical timber frame stud Fixing as appropriate AS 1684 TIMBER FRAMED CONSTRUCTION 35 Typical timber packing shim (See NCC Vol 1: 3.5.3.2 Timber AS 5604 NATURAL TIMBER DURABILITY End cuts to be sealed with Typical Particleboard Cladding) and Radial Timber relevant oil based sealer product 10mm thickness. sheeting fixing recommendations AS 3959 CONSTRUCTION IN BUSHFIRE AREAS as appropriate. Packing shim used for packing (www.radialtimbers.com.au) AS 2796.1 TIMBER HARDWOOD - Optional: horizontal fixing battens to alleviate SAWN & MILLED PRODUCTS

Bottom side of board to be 75 and ventillate any moisture build up Refer AS1684 Timber Framing (PRODUCT SPECIFICATION) undercut min 150 angle to form Manual for Span tables/sizes of End cuts to be sealed with relevant drip edge on vertical fixed boards. between moisture vapour barrier and oil based sealer product as AS 2047 WINDOWS IN BUILDINGS timber subfloor bearers/joists appropriate. timber cladding. AS 2870 RESIDENTIAL SLABS & FOOTINGS Cladding to be min 50mm past Optional:

50 AS 1250 THE USE OF STEEL IN STRUCTURES Floor Level This can easily docked by customer Bottom side of board to be Typical timber 0 10 35 undercut min 15 angle to form drip AS 4100 STEEL STRUCTURES from studs, etc; joist edge on vertical fixed boards. Flashing as appropriate AS 2311 PAINTING OF BUILDINGS Typical timber Cladding to be min 50mm past 50 AS 3600 TERMITE MANAGEMENT S03:A2 - Vertical Shiplap Bottom Flashing Typical Timber Packer bearer Floor Level 1.2 4.0 Steel flashing as per (NCC:3.5.3.6) AS 1170 STRUCTURAL DESIGN ACTIONS 1:5 as appropriate AS 1428 DESIGN FOR ACCESS AND MOBILITY Termite cap as per AS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYS Typical Concrete NCC 3.1.3 Termite Management AND LADDERS - DESIGN, CONSTRUCTION AND or timber stump & AS3600 Termite Management INSTALLATION

Typical Timber Barge Boards attached to cleat on side of stump 11. All underground services (Sewer, Drainage, Gas, Electric, telecommunications, etc;) to be determined on site & from relevant authority records, prior to commencement of any S03:B1 - Vertical Shiplap Detail construction. IMPORTANT: 2.1 Refer to Radial Timber Product specifications for further fixing information: 1:5 www.radialtimbers.com.au NOTE: Radial Timber Product specifications noted here-in are manufacturers information for guidance NOTES: DRAWING NAME: purposes only. Adherance with applicable Building Acts, Building Regulations, THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND RADIAL TIMBER SALES National Construction Codes, Local Government Regulations/Planning, Australian Standards NOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER. 12 PARK DRIVE, Radial Shiplap Batten Fixing Details must take precedence. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DANDENONG SOUTH 3175 ISSUED BY THE DESIGNER FOR CONSTRUCTION. PH: (03) 9768 2100 SCALE: A2 - Not To Scale DWG NO: S03 NOTE: DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. FAX: (03) 9768 2177 DATE: 18-Feb-17 REVISION: 04 Termite Treatment in accordance with AS3600 required. FIXING DETAILS: EMAIL: [email protected] Installer to comply with AS3959 - Construction In Bushfire areas. REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS WEB: www.radialtimbers.com.au (www.radialtimbers.com.au) GSPublisherEngine 0.2.100.100 Alternative 80x25mm (x2) SQE GENERAL NOTES: Timber corner stop Alternative 80x25mm (x1) SQE Typical Standard Shiplap profile Typical Standard Shiplap profile Timber corner stop S04:A1 S04:B1 1. Do not scale Drawings. If drawings are in question or discrepancy, the builder shall be responsible for obtaining clarification from the building designer and or building surveyor before continuing with construction.

2. All dimensions relating to existing conditions shall be field verified.

3. Where otherwise specified all products shall be installed according to Radial Timbers specifications. This applies not withstanding any relevant Building Act, Regulation, Building Typical Secret fix Typical Secret fix Code of Australia, Local Government Shiplap profile Shiplap profile Regulation/Requirement and Australian Standard.

4. Radial Timbers recommends the following gap spacing for V/Join Shiplap: · 45mm & 70mm - 3mm Gap spacing · 90mm & 110mm - 5mm Gap spacing Typical timber stud. Typical timber stud. Spacing at 600mm centers max. Spacing at 600mm centers max. 5. All external timbers to be treated against weather exposure to current AS 1604 specifications or no less than durability Class 1 In-Ground/Class 2 Above Ground as per AS 5604 Timber Natural Durability Ratings.

6. All external steel & fixings to be a minimum of Hot Dip Galvanized or equivalent corrosion protection to AS 2311 & 2312 unless within 1Km from a salt water environment then S04:A - Typical Radial Shiplap External Wall Corner Fixing Details: Plan View S04:B - Alternate Radial Shiplap External Wall Corner Fixing Details: Plan View Marine grade Stainless steel is to be used, except where 1.0 1:15 2.0 1:15 noted otherwise by the NCC.

7. All Residential timber framing, bracing & tie downs are to be Weather resistant flexible in accordance to AS 1684 (Commercial construction sealant between cladding & Typical secret fix Weather resistant flexible Typical 80x25mm (x2) shiplap cladding Typical secret fix specifications to be provided by Engineer). corner stop as appropriate Alternative 80x25mm (x1) sealant between cladding & shiplap cladding SQE corner stop butt join 25 80 25 corner stop as appropriate Moisture vapour SQE corner stop butt join barrier or relevant Moisture vapour NOTE: 8. Compliance with the relevant National Construction Code 25 impermeable wall barrier or relevant Of Australia (NCC) Volume 1 & or Volume 2 is mandatory

underlay as per NCC impermeable wall Radial Timber Product specifications noted 80 & AS1684 80 underlay as per NCC here-in are manufacturers information for (Not limited to) & the & AS1684 Corner flashing as per Corner flashing as per guidance purposes only. Adherance with GUIDE TO STANDARDS & TOLERANCES. NCC: 3.5.3.6 Flashings to NCC: 3.5.3.6 Flashings to wall openings wall openings applicable Building Acts, Building Regulations, National Construction Codes, Local 9. Compliance with the (NCC) Volume 1: Government Regulations/Planning, 3.5.3.2 Timber Cladding & 3.5.3.6 Flashings to wall openings Corner stud blocking as per timber Corner stud blocking as per timber Australian Standards must take precedence. Typical secret fix Typical secret fix Openings in external wall cladding exposed to the weather profile cladding framing standard AS1684 framing standard AS1684 profile cladding 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 S04:A1 - Typical Radial Shiplap External Wall Fixing Details S04:B1 - Alternate Radial Shiplap External Wall Fixing Details 1.1 2.1 1:5 1:5 10. Compliance with the following Australian Standards is mandatory (Not limited to):

Alternative 80x25mm (x1) SQE Typical Secret fix Shiplap profile AS 1684 TIMBER FRAMED CONSTRUCTION Timber corner stop Dock/Rip edge of SQE Secret S04:C1 Fix Shiplap board to produce Score Typical Wall Corner AS 5604 NATURAL TIMBER DURABILITY square cut edge Line Stud AS 3959 CONSTRUCTION IN BUSHFIRE AREAS Weather resistant flexible AS 2796.1 TIMBER HARDWOOD - Alternative SQE Secret fix Typical secret fix sealant between shiplap Stainless steel screw or ship corner stop butt join shiplap cladding SAWN & MILLED PRODUCTS boards at corner as appropriate Hot Dipped Galvanized (as appropriate) fixing. (PRODUCT SPECIFICATION) Moisture vapour Typical fixing into adjacent corner Score line indicates board. Recommended to pre-drill & barrier or relevant AS 2047 WINDOWS IN BUILDINGS fixing point. countersink as appropriate impermeable wall AS 2870 RESIDENTIAL SLABS & FOOTINGS underlay as per NCC & AS1684 AS 1250 THE USE OF STEEL IN STRUCTURES Corner flashing as per AS 4100 STEEL STRUCTURES NCC: 3.5.3.6 Flashings to wall openings AS 2311 PAINTING OF BUILDINGS AS 3600 TERMITE MANAGEMENT o Typical Secret fix Typical Shiplap, bevel cut to 45 to suit aluminium corner Y stop. AS 1170 STRUCTURAL DESIGN ACTIONS Recommended flexible sealant as approriate between stop and board Shiplap profile Corner stud blocking as per timber AS 1428 DESIGN FOR ACCESS AND MOBILITY Typical secret fix framing standard AS1684 AS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYS profile cladding S04:D1 - Aluminium Y Section Profile AND LADDERS - DESIGN, CONSTRUCTION AND 4.0 1:1 INSTALLATION 11. All underground services (Sewer, Drainage, Gas, Electric, Typical timber stud. S04:C1 - Alternate Radial Shiplap External Wall Fixing Details telecommunications, etc;) to be determined on site & from Spacing at 600mm centers max. 3.1 relevant authority records, prior to commencement of any 1:5 construction. IMPORTANT: Refer to Radial Timber Product specifications for further fixing information: www.radialtimbers.com.au

NOTES: DRAWING NAME: THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND RADIAL TIMBER SALES 12 PARK DRIVE, Radial Shiplap External Corner Details S04:C - Alternate Radial Shiplap External Wall Corner Fixing Details: Plan View NOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER. 3.0 DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DANDENONG SOUTH 3175 1:15 ISSUED BY THE DESIGNER FOR CONSTRUCTION. PH: (03) 9768 2100 SCALE: A2 - Not To Scale DWG NO: S04 NOTE: NOTE: Same principles for fixing DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. FAX: (03) 9768 2177 DATE: 18-Feb-17 REVISION: 04 Termite Treatment in accordance with AS3600 required. (As per details here-in) apply for horizontal clad or FIXING DETAILS: EMAIL: [email protected] REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS WEB: www.radialtimbers.com.au Installer to comply with AS3959 - Construction In Bushfire areas. vertical clad shiplap fixing (www.radialtimbers.com.au) GSPublisherEngine 0.2.100.100 GENERAL NOTES:

S05:A 2. All dimensions relating to existing conditions shall be field verified.

Corner flashing as per NCC: 5. All external timbers to be treated against weather exposure 3.5.3.6 Flashings to wall to current AS 1604 specifications or no less than durability openings Class 1 In-Ground/Class 2 Above Ground as per AS 5604 Internal timber Typical secret fix Timber Natural Durability Ratings. Typical Secret fix Shiplap profile corner stop 35x35mm shiplap cladding 6. All external steel & fixings to be a minimum of Hot Dip Weather resistant flexible sealant between Galvanized or equivalent corrosion protection to AS 2311 & cladding & corner stop as appropriate 2312 unless within 1Km from a salt water environment then Marine grade Stainless steel is to be used, except where noted otherwise by the NCC. Typical secret fix Moisture vapour barrier profile cladding 7. All Residential timber framing, bracing & tie downs are to be or relevant impermeable Typical timber stud. wall underlay as per in accordance to AS 1684 (Commercial construction Spacing at 600mm centers max. NCC & AS1684 specifications to be provided by Engineer).

S05:A - Typical Radial Shiplap Internal Wall Corner Fixing Details: Plan View S05:A1 - Typical Radial Shiplap Internal Wall Corner Fixing Details 8. Compliance with the relevant National Construction Code 1.0 1:15 1.1 1:5 Of Australia (NCC) Volume 1 & or Volume 2 is mandatory (Not limited to) & the GUIDE TO STANDARDS & TOLERANCES.

9. Compliance with the (NCC) Volume 1: 3.5.3.2 Timber Cladding & 3.5.3.6 Flashings to wall openings Openings 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. Minimum 200mm Noggins at max long stud size (b) Flashings must be securely fixed at least 25 mm under the 600mm Centres blocks spaced max. cladding 600mm apart 10. Compliance with the following Australian Standards is mandatory (Not limited to):

AS 1684 TIMBER FRAMED CONSTRUCTION AS 5604 NATURAL TIMBER DURABILITY AS 3959 CONSTRUCTION IN BUSHFIRE AREAS AS 2796.1 TIMBER HARDWOOD - SAWN & MILLED PRODUCTS (PRODUCT SPECIFICATION) AS 2047 WINDOWS IN BUILDINGS AS 2870 RESIDENTIAL SLABS & FOOTINGS AS 1250 THE USE OF STEEL IN STRUCTURES AS 4100 STEEL STRUCTURES AS 2311 PAINTING OF BUILDINGS AS 3600 TERMITE MANAGEMENT AS 1170 STRUCTURAL DESIGN ACTIONS AS 1428 DESIGN FOR ACCESS AND MOBILITY AS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYS AND LADDERS - DESIGN, CONSTRUCTION AND INSTALLATION

11. All underground services (Sewer, Drainage, Gas, Electric, telecommunications, etc;) to be determined on site & from relevant authority records, prior to commencement of any IMPORTANT: construction. Refer to Radial Timber Product specifications for further fixing information: NOTE: Same principles for fixing (As per details here-in) www.radialtimbers.com.au apply for horizontal clad or vertical clad shiplap fixing NOTE: Radial Timber Product specifications noted here-in are manufacturers information for guidance NOTES: DRAWING NAME: purposes only. Adherance with applicable Building Acts, Building Regulations, THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND RADIAL TIMBER SALES National Construction Codes, Local Government Regulations/Planning, Australian Standards NOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER. 12 PARK DRIVE, Radial Shiplap Internal Corner Details must take precedence. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DANDENONG SOUTH 3175 ISSUED BY THE DESIGNER FOR CONSTRUCTION. PH: (03) 9768 2100 SCALE: A2 - Not To Scale DWG NO: S05 NOTE: DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. FAX: (03) 9768 2177 DATE: 18-Feb-17 REVISION: 04 Termite Treatment in accordance with AS3600 required. FIXING DETAILS: EMAIL: [email protected] Installer to comply with AS3959 - Construction In Bushfire areas. REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS WEB: www.radialtimbers.com.au (www.radialtimbers.com.au) GSPublisherEngine 0.2.100.100 GENERAL NOTES: WINDOW TYPICAL TIMBER LINTEL OPTIONS FOR WINDOW OPENINGS (Below): Moisture vapour barrier or relevant HEAD AS 1684 (Timber Framing manual - Figure 6.8 Openings) impermeable wall underlay as per 1. Do not scale Drawings. If drawings are in question or NCC & AS1684 Typical timber window lintel discrepancy, the builder shall be responsible for obtaining (See AS 1684 Timber Framing Manual for sizes/spans) clarification from the building designer and or building Typical Radial Standard profile V-Join Shiplap Typical stud frame (Checked out for timber window lintel as per AS 1684) surveyor before continuing with construction.

Typical plasterboard sheet as required Timber Framing as per: 2. All dimensions relating to existing conditions shall be field AS1684.2 Timber Framed Construction (Part 6.2.3 Openings) Typical timber window ledger verified. Min 15mm clearance between Lintel and window head. (See AS 1684 Timber Framing Manual for sizes/spans)

3. Where otherwise specified all products shall be installed 15 Low modulus sealant Timber Architrave according to Radial Timbers specifications. This applies not 150 Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/or Timber reveal, size as appropriate withstanding any relevant Building Act, Regulation, Building window manufacturers specifications. Code of Australia, Local Government Flashing to have adequate fall for drainage as appropriate (Eg; 150) Fixing reveal to lintel and ledger (size as appropriate). Regulation/Requirement and Australian Standard. Min 15mm clearance between Lintel and window head. 4. Radial Timbers recommends the following gap spacing for Typical Window V/Join Shiplap: · 45mm & 70mm - 3mm Gap spacing NOTE: Same principles for fixing (As per details here-in) · 90mm & 110mm - 5mm Gap spacing apply for horizontal clad or vertical clad shiplap fixing Typical Impervious sealing strip 5. All external timbers to be treated against weather exposure (See specific window manufactuers specifications for further information) Timber reveal, size as appropriate IMPORTANT: Refer to Radial Timber Product specifications for further fixing to current AS 1604 specifications or no less than durability information: www.radialtimbers.com.au Class 1 In-Ground/Class 2 Above Ground as per AS 5604 Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/or 0 Timber Architrave window manufacturers specifications. 15 Timber Natural Durability Ratings. Flashing to have adequate fall for drainage as appropriate (Eg; 150) NOTE: Termite Treatment in accordance with AS3600 required. 6. All external steel & fixings to be a minimum of Hot Dip Typical plasterboard sheet as required Installer to comply with AS3959 - Construction In Bushfire areas. Galvanized or equivalent corrosion protection to AS 2311 & 2312 unless within 1Km from a salt water environment then Typical Radial Secret Fix SQE Shiplap NCC Volume 2: 3.5.3.6 Flashings to wall openings Marine grade Stainless steel is to be used, except where Openings in external wall cladding exposed to the weather must be flashed as follows: noted otherwise by the NCC. (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 the 7. All Residential timber framing, bracing & tie downs are to be ends and edges of the framing of the opening Typical stud frame (See AS1684 Timber Framing Manual) in accordance to AS 1684 (Commercial construction Moisture vapour barrier or relevant NOTE: specifications to be provided by Engineer). impermeable wall underlay as per Radial Timber Product specifications noted here-in are manufacturers information for guidance purposes only. NCC & AS1684 WINDOW SILL Adherance with applicable Building Acts, Building Regulations, National Construction Codes, 8. Compliance with the relevant National Construction Code Local Government Regulations/Planning, Australian Standards must take precedence. Of Australia (NCC) Volume 1 & or Volume 2 is mandatory Brackets & Fixings to support window structure as per (Not limited to) & the window manufacturers or engineers speciﬁcaons GUIDE TO STANDARDS & TOLERANCES. Weather resistant flexible sealant between NOTE: Window details are indictation of cladding fixing only. cladding & corner stop as appropriate For specific details it is recommended to refer to window manufacturers details 9. Compliance with the (NCC) Volume 1: Typical 45x19mm SQE stop 3.5.3.2 Timber Cladding & 3.5.3.6 Flashings butt join to Radial Shiplap Typical Radial horizontal shiplap. S06:A - Radial Shiplap Typical Section - Aluminium Window Detail For vertical fixing to noggins, noggins must be to wall openings 1.0 45 1:5 Flashing as per NCC: 3.5.3.6 Flashings to wall openings installed at 600mm centers maximum Openings in external wall cladding exposed to the weather 19 Moisture vapour barrier or relevant impermeable must be flashed as follows: wall underlay as per NCC & AS1684 Typical (a) All openings must be adequately flashed using materials WINDOW Aluminium that comply with AS/NZS 2904. Moisture vapour barrier or relevant HEAD Window Typical stud frame (As per AS 1684) impermeable wall underlay as per (b) Flashings must be securely fixed at least 25 mm under the NCC & AS1684 Fix window reveal to vertical timber stud. cladding Typical timber window lintel Packer as required between reveal and stud Typical plasterboard sheet as required (See AS 1684 Timber Framing Manual for sizes/spans) Typical Radial Standard profile V-Join Shiplap 10. Compliance with the following Australian Standards is Typical stud frame (Checked out for timber window lintel as per AS 1684) Timber Architrave mandatory (Not limited to): Typical plasterboard sheet as required Timber Framing as per: Brackets & Fixings to support window structure as per NOTE: Window details are indictation of cladding fixing only. AS1684.2 Timber Framed Construction (Part 6.2.3 Openings) AS 1684 TIMBER FRAMED CONSTRUCTION Typical timber window ledger window manufacturers or engineers speciﬁcaons For specific details it is recommended to refer to window manufacturers details Min 15mm clearance between Lintel and window head. AS 5604 NATURAL TIMBER DURABILITY (See AS 1684 Timber Framing Manual for sizes/spans) AS 3959 CONSTRUCTION IN BUSHFIRE AREAS

15 S06:A1 - Radial Shiplap Typical Plan View: Aluminium Window Detail Timber Architrave AS 2796.1 TIMBER HARDWOOD - Low modulus sealant 1.1 0 1:5 15 SAWN & MILLED PRODUCTS Timber window head (PRODUCT SPECIFICATION) Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/or (See window manufacturers specifications) Weather resistant flexible sealant between AS 2047 WINDOWS IN BUILDINGS window manufacturers specifications. cladding & corner stop as appropriate Flashing to have adequate fall for drainage as appropriate (Eg; 150) Fixing reveal to lintel and ledger (size as appropriate). AS 2870 RESIDENTIAL SLABS & FOOTINGS Min 15mm clearance between Lintel and window head. Typical 45x19mm SQE stop AS 1250 THE USE OF STEEL IN STRUCTURES butt join to Radial Shiplap Typical Radial horizontal shiplap. Typical For vertical fixing to noggins, noggins must be AS 4100 STEEL STRUCTURES

Window Flashing as per NCC: 3.5.3.6 Flashings to wall openings 45 installed at 600mm centers maximum AS 2311 PAINTING OF BUILDINGS 19 Timber window sill Moisture vapour barrier or relevant impermeable AS 3600 TERMITE MANAGEMENT (See window manufacturers specifications) wall underlay as per NCC & AS1684 AS 1170 STRUCTURAL DESIGN ACTIONS Low modulus sealant Typical AS 1428 DESIGN FOR ACCESS AND MOBILITY Timber Typical stud frame (As per AS 1684) AS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYS Timber Architrave 150 Window Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/or AND LADDERS - DESIGN, CONSTRUCTION AND window manufacturers specifications. Typical plasterboard sheet as required Fix window window frame to vertical timber stud. INSTALLATION Flashing to have adequate fall for drainage as appropriate (Eg; 150) Packer as required between reveal and stud Typical plasterboard sheet as required Timber Architrave 11. All underground services (Sewer, Drainage, Gas, Electric, telecommunications, etc;) to be determined on site & from Typical Radial Secret Fix SQE Shiplap Brackets & Fixings to support window structure as per NOTE: Window details are indictation of cladding fixing only. relevant authority records, prior to commencement of any Typical stud frame window manufacturers or engineers speciﬁcaons For specific details it is recommended to refer to window manufacturers details construction. S06:B1 - Radial Shiplap Typical Plan View: Timber Window Detail Moisture vapour barrier or relevant 2.1 impermeable wall underlay as per 1:5 NCC & AS1684 WINDOW SILL NOTES: DRAWING NAME: THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND RADIAL TIMBER SALES Brackets & Fixings to support window structure as per Radial Shiplap Typical Window (Noggin Fixing) Flashing Details window manufacturers or engineers speciﬁcaons NOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER. 12 PARK DRIVE, DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DANDENONG SOUTH 3175 NOTE: Window details are indictation of cladding fixing only. ISSUED BY THE DESIGNER FOR CONSTRUCTION. PH: (03) 9768 2100 SCALE: A2 - Not To Scale DWG NO: S06 For specific details it is recommended to refer to window manufacturers details DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. FAX: (03) 9768 2177 DATE: 18-Feb-17 REVISION: 04 S06:B - Radial Shiplap Typical Section - Timber Window Detail FIXING DETAILS: EMAIL: [email protected] 2.0 REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS WEB: www.radialtimbers.com.au 1:5 (www.radialtimbers.com.au) GSPublisherEngine 0.2.100.100 WINDOW TYPICAL TIMBER LINTEL OPTIONS GENERAL NOTES: Moisture vapour barrier or relevant HEAD FOR WINDOW OPENINGS (Below): impermeable wall underlay as per Typical timber window lintel NCC & AS1684 AS 1684 (Timber Framing manual - 1. Do not scale Drawings. If drawings are in question or (See AS 1684 Timber Framing Manual for sizes/spans) Figure 6.8 Openings) Typical Radial Standard profile V-Join Shiplap discrepancy, the builder shall be responsible for obtaining Typical stud frame (Checked out for timber window lintel as per AS 1684). clarification from the building designer and or building Typical timber batten and packer. Timber battens at 600mm Timber Framing as per: centres max, minimum H2 or Class 3. AS1684.2 Timber Framed Construction (Part 6.2.3 Openings) surveyor before continuing with construction. Timber or plastic shim spacer as appropriate (Min 10mm). Typical plasterboard sheet as required Vertical installation is recommended to have fixings at 600mm maximum. 110mm SQE is recommended no more than 2. All dimensions relating to existing conditions shall be field 450mm fixing to Timber battens at 600mm centres max. Typical timber window ledger verified. Minimum H2 or Class 3. (See AS 1684 Timber Framing Manual for sizes/spans)

Low modulus sealant 15 Timber Architrave 3. Where otherwise specified all products shall be installed 150 according to Radial Timbers specifications. This applies not Min 15mm clearance between Lintel and window head. Timber reveal, size as appropriate Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/or withstanding any relevant Building Act, Regulation, Building window manufacturers specifications. Fixing reveal to lintel and ledger (size as appropriate). Code of Australia, Local Government 0 Flashing to have adequate fall for drainage as appropriate (Eg; 15 ) Min 15mm clearance between Lintel and window head. Regulation/Requirement and Australian Standard.

Typical NOTE: Same principles for fixing (As per details here-in) 4. Radial Timbers recommends the following gap spacing for Window apply for horizontal clad or vertical clad shiplap fixing V/Join Shiplap: · 45mm & 70mm - 3mm Gap spacing IMPORTANT: · 90mm & 110mm - 5mm Gap spacing Refer to Radial Timber Product specifications for further fixing Typical Impervious sealing strip information: www.radialtimbers.com.au (See specific window manufactuers specifications for further information) Timber reveal, size as appropriate 5. All external timbers to be treated against weather exposure NOTE: to current AS 1604 specifications or no less than durability Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/or Class 1 In-Ground/Class 2 Above Ground as per AS 5604 Timber Architrave Termite Treatment in accordance with AS3600 required. window manufacturers specifications. 150 Installer to comply with AS3959 - Construction In Bushfire areas. Timber Natural Durability Ratings. Flashing to have adequate fall for drainage as appropriate (Eg; 150)

NCC Volume 2: 6. All external steel & fixings to be a minimum of Hot Dip Typical Radial Secret Fix SQE Shiplap Typical plasterboard sheet as required 3.5.3.6 Flashings to wall openings Openings in external wall cladding exposed to the weather must be flashed as follows: Galvanized or equivalent corrosion protection to AS 2311 & Typical timber batten and packer. Timber battens at 600mm centres (a) All openings must be adequately flashed using materials that comply with AS/NZS 2904. 2312 unless within 1Km from a salt water environment then max, minimum H2 or Class 3. (b) Flashings must be securely fixed at least 25 mm under the cladding and extend over the Marine grade Stainless steel is to be used, except where Timber or plastic shim spacer as appropriate (Min 10mm). Vertical ends and edges of the framing of the opening installation is recommended to have fixings at 600mm maximum. noted otherwise by the NCC. 110mm SQE is recommended no more than 450mm fixing to Timber NOTE: battens at 600mm centres max. Minimum H2 or Class 3. Radial Timber Product specifications noted here-in are manufacturers information for guidance purposes only. Adherance with applicable Building Acts, 7. All Residential timber framing, bracing & tie downs are to be Typical stud frame (See AS1684 Timber Framing Manual) Building Regulations, National Construction Codes, Local Government Regulations/Planning, Australian Standards must take precedence. in accordance to AS 1684 (Commercial construction Moisture vapour barrier or relevant specifications to be provided by Engineer). impermeable wall underlay as per Weather resistant flexible sealant between NCC & AS1684 WINDOW SILL cladding & corner stop as appropriate 8. Compliance with the relevant National Construction Code Shipped board edge cut square to Of Australia (NCC) Volume 1 & or Volume 2 is mandatory Brackets & Fixings to support window structure as per Typical 45x19mm SQE stop suit board spacing (Where required) window manufacturers or engineers speciﬁcaons butt join to Radial Shiplap (Not limited to) & the Typical Radial vertical fixed shiplap GUIDE TO STANDARDS & TOLERANCES. Flashing as per NCC: 3.5.3.6 Flashings to wall openings 45 NOTE: Window details are indictation of cladding fixing only.

19 Typical timber batten and packer. For specific details it is recommended to refer to window manufacturers details 9. Compliance with the (NCC) Volume 1: Typical 45x19mm SQE stop Timber battens at 600mm centres max. S07:A - Radial Shiplap Typical Section - Aluminium Window Detail butt join to timber batten Minimum H2 or Class 3 3.5.3.2 Timber Cladding & 3.5.3.6 Flashings 1.0 45 1:5 Typical batten packer Moisture vapour barrier or relevant impermeable to wall openings WINDOW wall underlay as per NCC & AS1684 Openings in external wall cladding exposed to the weather Moisture vapour barrier or relevant Typical HEAD Aluminium must be flashed as follows: impermeable wall underlay as per Typical timber window lintel Window Typical stud frame (As per AS 1684) NCC & AS1684 (See AS 1684 Timber Framing Manual for sizes/spans) (a) All openings must be adequately flashed using materials Typical Radial Standard profile V-Join Shiplap Fix window reveal to vertical timber stud. that comply with AS/NZS 2904. Typical stud frame (Checked out for timber window lintel as per AS 1684). Packer as required between reveal and stud Typical plasterboard sheet as required Timber Framing as per:AS1684.2 Timber Framed Construction (Part 6.2.3 Openings) (b) Flashings must be securely fixed at least 25 mm under the cladding Typical timber batten and packer. Timber battens at 600mm centres Timber Architrave max, minimum H2 or Class 3. Typical plasterboard sheet as required Timber or plastic shim spacer as appropriate (Min 10mm). Vertical 10. Compliance with the following Australian Standards is installation is recommended to have fixings at 600mm maximum. Brackets & Fixings to support window structure as per NOTE: Window details are indictation of cladding fixing only. Typical timber window ledger 110mm SQE is recommended no more than 450mm fixing to Timber window manufacturers or engineers speciﬁcaons For specific details it is recommended to refer to window manufacturers details mandatory (Not limited to): (See AS 1684 Timber Framing Manual for sizes/spans) battens at 600mm centres max. Minimum H2 or Class 3.

15 S07:A1 - Radial Shiplap Typical Plan View - Aluminium Window Detail Timber Architrave AS 1684 TIMBER FRAMED CONSTRUCTION Low modulus sealant 1.1 150 1:5 AS 5604 NATURAL TIMBER DURABILITY Timber window head AS 3959 CONSTRUCTION IN BUSHFIRE AREAS (See window manufacturers specifications) Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/or AS 2796.1 TIMBER HARDWOOD - window manufacturers specifications. Weather resistant flexible sealant between Flashing to have adequate fall for drainage as appropriate (Eg; 150) Fixing reveal to lintel and ledger (size as appropriate). cladding & corner stop as appropriate SAWN & MILLED PRODUCTS Min 15mm clearance between Lintel and window head. (PRODUCT SPECIFICATION) Shipped board edge cut square to Typical Typical 45x19mm SQE stop suit board spacing (Where required) AS 2047 WINDOWS IN BUILDINGS Window butt join to Radial Shiplap Typical Radial vertical fixed shiplap over AS 2870 RESIDENTIAL SLABS & FOOTINGS Timber window sill Flashing as per NCC: 3.5.3.6 Flashings to wall openings 45 horizontal timber battens fixed to stud face AS 1250 THE USE OF STEEL IN STRUCTURES (See window manufacturers specifications) 19 Typical timber batten and packer. AS 4100 STEEL STRUCTURES Low modulus sealant Typical 45x19mm SQE stop Timber battens at 600mm centres max. AS 2311 PAINTING OF BUILDINGS butt join to timber batten Minimum H2 or Class 3 45 AS 3600 TERMITE MANAGEMENT Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/or Timber Architrave Typical batten packer Moisture vapour barrier or relevant impermeable 150 AS 1170 STRUCTURAL DESIGN ACTIONS window manufacturers specifications. wall underlay as per NCC & AS1684 Flashing to have adequate fall for drainage as appropriate (Eg; 150) AS 1428 DESIGN FOR ACCESS AND MOBILITY Typical Typical stud frame (As per AS 1684) AS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYS Typical timber batten and packer. Timber battens at 600mm centres max, Typical plasterboard sheet as required Timber minimum H2 or Class 3. Window AND LADDERS - DESIGN, CONSTRUCTION AND Timber or plastic shim spacer as appropriate (Min 10mm). Vertical Typical plasterboard sheet as required INSTALLATION installation is recommended to have fixings at 600mm maximum. 110mm Fix window window frame to vertical timber stud. SQE is recommended no more than 450mm fixing to Timber battens at Packer as required between reveal and stud 600mm centres max. Minimum H2 or Class 3. Timber Architrave 11. All underground services (Sewer, Drainage, Gas, Electric, Typical stud frame Typical Radial Secret Fix SQE Shiplap telecommunications, etc;) to be determined on site & from Brackets & Fixings to support window structure as per NOTE: Window details are indictation of cladding fixing only. relevant authority records, prior to commencement of any window manufacturers or engineers speciﬁcaons For specific details it is recommended to refer to window manufacturers details Moisture vapour barrier or relevant construction. impermeable wall underlay as per NCC & AS1684 WINDOW SILL S07:B1 - Radial Shiplap Typical Plan View - Timber Window Detail 2.1 1:5 Brackets & Fixings to support window structure as per window manufacturers or engineers speciﬁcaons NOTES: DRAWING NAME: NOTE: Window details are indictation of cladding fixing only. THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND RADIAL TIMBER SALES For specific details it is recommended to refer to window manufacturers details NOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER. 12 PARK DRIVE, Radial Shiplap Typical Window (Batten Fixing) Flashing Details S07:B - Radial Shiplap Typical Section - Timber Window Detail DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DANDENONG SOUTH 3175 ISSUED BY THE DESIGNER FOR CONSTRUCTION. PH: (03) 9768 2100 SCALE: A2 - Not To Scale DWG NO: S07 2.0 1:5 DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. FAX: (03) 9768 2177 DATE: 18-Feb-17 REVISION: 04 FIXING DETAILS: EMAIL: [email protected] REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS WEB: www.radialtimbers.com.au (www.radialtimbers.com.au) GSPublisherEngine 0.2.100.100 GENERAL NOTES: Typical Rafter Typical roofing batten 1. Do not scale Drawings. If drawings are in question or

discrepancy, the builder shall be responsible for obtaining D Optional Soffit bearer hanger (See AS1684:Timber Framing) clarification from the building designer and or building surveyor before continuing with construction. D/3 = Not more than 1/3 to be cut D/3 Max 2. All dimensions relating to existing conditions shall be field from rafter for birdsmouth cut 32 verified.

Typical stud wall top plate Typical Fascia board 3. Where otherwise specified all products shall be installed according to Radial Timbers specifications. This applies not Typical Soffit bearer (70x35mm) - Fixed to side of rafter withstanding any relevant Building Act, Regulation, Building Typical Noggin (70x35mm) fixed between soffit bearers Code of Australia, Local Government (Size as per AS1684:Timber Framing) Regulation/Requirement and Australian Standard.

Moisture Vapour barrier or relevant impermeable Eaves Lining Cement Sheet 4. Radial Timbers recommends the following gap spacing for wall underlay as per NCC and AS1684 (Soffit) or as appropriate V/Join Shiplap: · 45mm & 70mm - 3mm Gap spacing Noggins at 600mm centres max. Timber moulding (Eg:Quad or other as appropriate) · 90mm & 110mm - 5mm Gap spacing Noggins to comply with AS1684.2 (6.2.1.5) 5. All external timbers to be treated against weather exposure Timber Battens: Vertical installation is recommended to have fixings at Typical vertical wall stud (As per AS 1684) to current AS 1604 specifications or no less than durability 600mm maximum. 110mm SQE is recommended no more than 450mm Class 1 In-Ground/Class 2 Above Ground as per AS 5604 Typical particleboard fixing to Timber battens at 600mm centres max. Minimum H2 or Class 3. Timber Natural Durability Ratings. flooring over floor joist Typical vertical shiplap cladding 6. All external steel & fixings to be a minimum of Hot Dip Galvanized or equivalent corrosion protection to AS 2311 & 2312 unless within 1Km from a salt water environment then Typical Floor Joist Beam as per Marine grade Stainless steel is to be used, except where Architect/Engineer noted otherwise by the NCC. Optional (Recommened): 150 7. All Residential timber framing, bracing & tie downs are to be End cuts to be sealed with relevant oil based sealer product as appropriate. in accordance to AS 1684 (Commercial construction 0 Bottom side of boards to be undercut min 15 angle to form drip edge on specifications to be provided by Engineer). Moisture Vapour barrier or relevant impermeable Typical Soffit lining boards and 5-10mm clearance between flashing and boards to alleviate any wall underlay as per NCC and AS1684 attached to battens mositure trapping issues 8. Compliance with the relevant National Construction Code Of Australia (NCC) Volume 1 & or Volume 2 is mandatory Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/or (Not limited to) & the Typical vertical wall stud (As per AS 1684) Architects/Engineers specifications. GUIDE TO STANDARDS & TOLERANCES. Typical vertical Flashing to have adequate fall for drainage as appropriate (Eg; 150) shiplap cladding 9. Compliance with the (NCC) Volume 1: 3.5.3.2 Timber Cladding & 3.5.3.6 Flashings Noggins at 600mm centres max. to wall openings Noggins to comply with AS1684.2 (6.2.1.5) Openings in external wall cladding exposed to the weather Optional supporting post must be flashed as follows: by Architect/Engineer (a) All openings must be adequately flashed using materials Typical timber batten and packer. Timber battens at that comply with AS/NZS 2904. 600mm centres max, minimum H2 or Class 3. (b) Flashings must be securely fixed at least 25 mm under the Timber or plastic shim spacer as appropriate (Min 10mm). cladding Vertical installation is recommended to have fixings at 10. Compliance with the following Australian Standards is 600mm maximum. 110mm SQE is recommended no more mandatory (Not limited to): than 450mm fixing to Timber battens at 600mm centres NOTE: Details are indictation of cladding fixing only. max. Minimum H2 or Class 3. AS 1684 TIMBER FRAMED CONSTRUCTION AS 5604 NATURAL TIMBER DURABILITY S08:A - Radial Shiplap External Wall Overhang Fixing Details 1.0 AS 3959 CONSTRUCTION IN BUSHFIRE AREAS 1:10 AS 2796.1 TIMBER HARDWOOD - SAWN & MILLED PRODUCTS (PRODUCT SPECIFICATION) Vertical fixed shiplap to be AS 2047 WINDOWS IN BUILDINGS Moisture vapour barrier or mitred over batten and lapped relevant impermeable wall as pictured AS 2870 RESIDENTIAL SLABS & FOOTINGS underlay as per NCC & AS1684 Screw/Nail fixing as per Radial AS 1250 THE USE OF STEEL IN STRUCTURES Timber batten, size as Timber Supplies product fixing AS 4100 STEEL STRUCTURES information specifications. NOTE: Same principles for fixing (As per details here-in) apply for appropriate.Timber battens at AS 2311 PAINTING OF BUILDINGS 600mm centres max. Fix board 10mm min clear of horizontal clad shiplap fixing Minimum H2 or Class 3 joint. AS 3600 TERMITE MANAGEMENT End cuts to be mitred Timber or plastic shim AS 1170 STRUCTURAL DESIGN ACTIONS and flush joined. Cuts IMPORTANT: packer over vertical stud, to be sealed with AS 1428 DESIGN FOR ACCESS AND MOBILITY width as appropriate stud Refer to Radial Timber Product specifications for further fixing information: relevant sealer product AS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYS size (Min 10mm thickness) www.radialtimbers.com.au as appropriate AND LADDERS - DESIGN, CONSTRUCTION AND S03:A1 - Vertical Shiplap Mitre Join NOTE: INSTALLATION 2.0 1:5 Radial Timber Product specifications noted here-in are manufacturers information for guidance purposes only. Adherance with applicable Building Acts, Building Regulations, 11. All underground services (Sewer, Drainage, Gas, Electric, National Construction Codes, Local Government Regulations/Planning, Australian Standards telecommunications, etc;) to be determined on site & from relevant authority records, prior to commencement of any 12 13 12 35 Typical timber packing shim must take precedence. construction. Typical plastic horseshoe packing 10mm thickness. NOTE: shim 10mm thickness. Packing shim used for packing Termite Treatment in accordance with AS3600 required.

54 Packing shim used for packing

horizontal fixing battens to alleviate Installer to comply with AS3959 - Construction In Bushfire areas. 75 horizontal fixing battens to alleviate 75 and ventillate any moisture build up and ventillate any moisture build up between moisture vapour barrier and NOTES: between moisture vapour barrier DRAWING NAME: timber cladding. THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND RADIAL TIMBER SALES and timber cladding This can easily docked by customer NOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER. 12 PARK DRIVE, Radial Shiplap Typical Wall/Overhang Details (Batten Fixing) 10 37 10 35 from studs, etc; DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DANDENONG SOUTH 3175 ISSUED BY THE DESIGNER FOR CONSTRUCTION. PH: (03) 9768 2100 SCALE: A2 - Not To Scale DWG NO: S08 Typical Plastic Packer Typical Timber Packer DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. FAX: (03) 9768 2177 DATE: 18-Feb-17 REVISION: 04 3.0 4.0 FIXING DETAILS: EMAIL: [email protected] REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS WEB: www.radialtimbers.com.au (www.radialtimbers.com.au) GSPublisherEngine 0.2.100.100 GENERAL NOTES:

1. Do not scale Drawings. If drawings are in question or Typical Rafter discrepancy, the builder shall be responsible for obtaining clarification from the building designer and or building

Typical roofing batten surveyor before continuing with construction. D Optional Soffit bearer hanger (See AS1684:Timber Framing) 2. All dimensions relating to existing conditions shall be field verified. D/3 = Not more than 1/3 to be cut D/3 Max from rafter for birdsmouth cut 32 3. Where otherwise specified all products shall be installed according to Radial Timbers specifications. This applies not Typical Fascia board withstanding any relevant Building Act, Regulation, Building Typical stud wall top plate Code of Australia, Local Government Regulation/Requirement and Australian Standard. Typical Noggin (70x35mm) fixed between soffit bearers Typical Soffit bearer (70x35mm) - Fixed to side of rafter (Size as per AS1684:Timber Framing) 4. Radial Timbers recommends the following gap spacing for V/Join Shiplap: Moisture Vapour barrier or relevant impermeable Eaves Lining Cement Sheet · 45mm & 70mm - 3mm Gap spacing wall underlay as per NCC and AS1684 (Soffit) or as appropriate · 90mm & 110mm - 5mm Gap spacing Noggins to comply with AS1684.2 (6.2.1.5). 5. All external timbers to be treated against weather exposure Timber moulding (Eg:Quad or other as appropriate) Vertical installation is recommended to have fixings at 600mm to current AS 1604 specifications or no less than durability maximum. 110mm SQE is recommended no more than 450mm fixing Class 1 In-Ground/Class 2 Above Ground as per AS 5604 Timber Natural Durability Ratings. Typical vertical wall stud (As per AS 1684) Typical particleboard 6. All external steel & fixings to be a minimum of Hot Dip flooring over floor joist Galvanized or equivalent corrosion protection to AS 2311 & 2312 unless within 1Km from a salt water environment then Typical vertical shiplap cladding Marine grade Stainless steel is to be used, except where noted otherwise by the NCC. Typical Floor Joist Beam as per Architect/Engineer 7. All Residential timber framing, bracing & tie downs are to be in accordance to AS 1684 (Commercial construction Optional (Recommened): specifications to be provided by Engineer). 150 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 on 8. Compliance with the relevant National Construction Code Moisture Vapour barrier or relevant impermeable Typical Soffit lining boards and 5-10mm clearance between flashing and boards to alleviate any Of Australia (NCC) Volume 1 & or Volume 2 is mandatory wall underlay as per NCC and AS1684 attached to battens mositure trapping issues (Not limited to) & the GUIDE TO STANDARDS & TOLERANCES. Flashing as per NCC 3.5.3.6: Flashings to Wall Openings and/or Typical vertical wall stud (As per AS 1684) 9. Compliance with the (NCC) Volume 1: Architects/Engineers specifications. 3.5.3.2 Timber Cladding & 3.5.3.6 Flashings Typical vertical Flashing to have adequate fall for drainage as appropriate (Eg; 150) shiplap cladding to wall openings Noggins to comply with AS1684.2 (6.2.1.5). Openings in external wall cladding exposed to the weather Vertical installation is recommended to have must be flashed as follows: fixings at 600mm maximum. 110mm SQE is (a) All openings must be adequately flashed using materials recommended no more than 450mm fixing Optional supporting post that comply with AS/NZS 2904. by Architect/Engineer (b) Flashings must be securely fixed at least 25 mm under the cladding

NOTE: Details are indictation of cladding fixing only. 10. Compliance with the following Australian Standards is mandatory (Not limited to):

AS 1684 TIMBER FRAMED CONSTRUCTION S09:A - Typical Shiplap Pitch Roof Eaves/Wall Detail (Noggin Fixing) 1.0 AS 5604 NATURAL TIMBER DURABILITY 1:10 AS 3959 CONSTRUCTION IN BUSHFIRE AREAS AS 2796.1 TIMBER HARDWOOD - SAWN & MILLED PRODUCTS (PRODUCT SPECIFICATION) Moisture AS 2047 WINDOWS IN BUILDINGS vapour barrier Vertical fixed shiplap to or relevent be mitred over noggin AS 2870 RESIDENTIAL SLABS & FOOTINGS impermeable wall underlay and lapped as pictured. AS 1250 THE USE OF STEEL IN STRUCTURES as per NCC Screw/Nail fixing as per Radial NOTE: Same principles for fixing (As per details here-in) apply for AS 4100 STEEL STRUCTURES Timber Supplies product fixing AS 2311 PAINTING OF BUILDINGS information specifications. horizontal clad shiplap fixing Fix board 10mm min clear of joint. AS 3600 TERMITE MANAGEMENT AS 1170 STRUCTURAL DESIGN ACTIONS End cuts to be mitred and flush IMPORTANT: joined. Cuts to be sealed with Refer to Radial Timber Product specifications for further fixing information: AS 1428 DESIGN FOR ACCESS AND MOBILITY relevant sealer product as www.radialtimbers.com.au AS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYS appropriate. AND LADDERS - DESIGN, CONSTRUCTION AND NOTE: INSTALLATION S09:A2 - Vertical Shiplap Mitre Join 1.1 Radial Timber Product specifications noted here-in are manufacturers information for guidance 1:5 purposes only. Adherance with applicable Building Acts, Building Regulations, 11. All underground services (Sewer, Drainage, Gas, Electric, National Construction Codes, Local Government Regulations/Planning, Australian Standards telecommunications, etc;) to be determined on site & from must take precedence. relevant authority records, prior to commencement of any construction. NOTE: Termite Treatment in accordance with AS3600 required. Installer to comply with AS3959 - Construction In Bushfire areas.

NOTES: DRAWING NAME: THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND RADIAL TIMBER SALES NOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER. 12 PARK DRIVE, Radial Shiplap Typical Wall/Overhang Details (Noggin Fixing) DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DANDENONG SOUTH 3175 ISSUED BY THE DESIGNER FOR CONSTRUCTION. PH: (03) 9768 2100 SCALE: A2 - Not To Scale DWG NO: S09 DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. FAX: (03) 9768 2177 DATE: 18-Feb-17 REVISION: 04 FIXING DETAILS: EMAIL: [email protected] REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS WEB: www.radialtimbers.com.au (www.radialtimbers.com.au) GSPublisherEngine 0.2.100.100 GENERAL NOTES:

1. Do not scale Drawings. If drawings are in question or discrepancy, the builder shall be responsible for obtaining Typical roof framing clarification from the building designer and or building Typical sheet roofing batten (See AS1684) surveyor before continuing with construction. Moisture vapour barrier Vertical fixed shiplap to 2. All dimensions relating to existing conditions shall be field Typical fascia board or relevent be mitred over noggin impermeable verified. wall underlay and lapped as pictured. Typical flashing over roof as per NCC Screw/Nail fixing as per Radial cladding and fascia board Timber Supplies product fixing 3. Where otherwise specified all products shall be installed information specifications. according to Radial Timbers specifications. This applies not Fix board 10mm min clear of joint. 75mm Minimum overlap of flashing withstanding any relevant Building Act, Regulation, Building End cuts to be mitred and flush Code of Australia, Local Government joined. Cuts to be sealed with Typical Rafter Typical stud wall top plate relevant sealer product as Regulation/Requirement and Australian Standard. appropriate. 4. Radial Timbers recommends the following gap spacing for Typical vertical shiplap cladding S02:A1 - Vertical Shiplap Mitre Join V/Join Shiplap: Typical vertical wall stud 1.1 1:5 · 45mm & 70mm - 3mm Gap spacing · 90mm & 110mm - 5mm Gap spacing

Moisture Vapour barrier or relevant impermeable 5. All external timbers to be treated against weather exposure wall underlay as per NCC and AS1684 to current AS 1604 specifications or no less than durability Vertical fixed shiplap to be Moisture vapour barrier or mitred over batten and lapped Class 1 In-Ground/Class 2 Above Ground as per AS 5604 relevant impermeable wall as pictured Timber Natural Durability Ratings. underlay as per NCC & AS1684 Screw/Nail fixing as per Radial Noggins to comply with AS1684.2 (6.2.1.5). Timber Supplies product fixing Timber batten, size as 6. All external steel & fixings to be a minimum of Hot Dip Vertical installation is recommended to have appropriate.Timber battens at information specifications. fixings at 600mm maximum. 110mm SQE is 600mm centres max. Fix board 10mm min clear of Galvanized or equivalent corrosion protection to AS 2311 & Minimum H2 or Class 3 joint. 2312 unless within 1Km from a salt water environment then recommended no more than 450mm fixing End cuts to be mitred Timber or plastic shim Marine grade Stainless steel is to be used, except where and flush joined. Cuts packer over vertical stud, to be sealed with noted otherwise by the NCC. width as appropriate stud relevant sealer product size (Min 10mm thickness) as appropriate 7. All Residential timber framing, bracing & tie downs are to be S08:A - Typical Shiplap Skillion Roof Eaves/Wall Detail (Noggin Fixing) S03:A1 - Vertical Shiplap Mitre Join in accordance to AS 1684 (Commercial construction 1.0 1:10 2.1 1:5 specifications to be provided by Engineer).

8. Compliance with the relevant National Construction Code Of Australia (NCC) Volume 1 & or Volume 2 is mandatory (Not limited to) & the Typical roof framing GUIDE TO STANDARDS & TOLERANCES. Typical sheet roofing batten (See AS1684) Typical roof framing 12 13 12 9. Compliance with the (NCC) Volume 1: batten (See AS1684) Typical plastic horseshoe packing 3.5.3.2 Timber Cladding & 3.5.3.6 Flashings shim 10mm thickness. to wall openings Typical flashing over roof 54 Packing shim used for packing Openings in external wall cladding exposed to the weather

cladding and rafter 75 horizontal fixing battens to alleviate must be flashed as follows: and ventillate any moisture build up (a) All openings must be adequately flashed using materials 75mm Minimum overlap of flashing between moisture vapour barrier that comply with AS/NZS 2904. and timber cladding (b) Flashings must be securely fixed at least 25 mm under the Typical Rafter Typical stud wall top plate Timber Battens: Vertical installation is 10 37 cladding recommended to have fixings at 600mm maximum. 110mm SQE is recommended no Typical Plastic Packer 10. Compliance with the following Australian Standards is 3.0 mandatory (Not limited to): Typical vertical wall stud more than 450mm fixing to Timber battens at 600mm centres max. Minimum H2 or Class 3. AS 1684 TIMBER FRAMED CONSTRUCTION Typical Vertical Shiplap AS 5604 NATURAL TIMBER DURABILITY Moisture Vapour barrier or relevant impermeable 35 Typical timber packing shim AS 3959 CONSTRUCTION IN BUSHFIRE AREAS wall underlay as per NCC and AS1684 10mm thickness. AS 2796.1 TIMBER HARDWOOD - SAWN & MILLED PRODUCTS Packing shim used for packing (PRODUCT SPECIFICATION) horizontal fixing battens to alleviate AS 2047 WINDOWS IN BUILDINGS 75 and ventillate any moisture build up AS 2870 RESIDENTIAL SLABS & FOOTINGS Noggins at 600mm centres max. between moisture vapour barrier and Noggins to comply with AS1684.2 (6.2.1.5) AS 1250 THE USE OF STEEL IN STRUCTURES timber cladding. AS 4100 STEEL STRUCTURES This can easily docked by customer AS 2311 PAINTING OF BUILDINGS 10 35 from studs, etc; AS 3600 TERMITE MANAGEMENT AS 1170 STRUCTURAL DESIGN ACTIONS S08:B - Typical Shiplap Skillion Roof Eaves/Wall Detail (Batten Fixing) Typical Timber Packer 2.0 4.0 AS 1428 DESIGN FOR ACCESS AND MOBILITY 1:10 AS 1675 FIXED PLATFORMS, WALKWAYS, STAIRWAYS AND LADDERS - DESIGN, CONSTRUCTION AND INSTALLATION

NOTE: Same principles for fixing (As per details here-in) apply for 11. All underground services (Sewer, Drainage, Gas, Electric, horizontal clad shiplap fixing telecommunications, etc;) to be determined on site & from relevant authority records, prior to commencement of any IMPORTANT: construction. Refer to Radial Timber Product specifications for further fixing information: www.radialtimbers.com.au NOTE: Radial Timber Product specifications noted here-in are manufacturers information for guidance NOTES: DRAWING NAME: purposes only. Adherance with applicable Building Acts, Building Regulations, THE BUILDER SHALL CHECK AND VERIFY ALL DIMENSIONS AND RADIAL TIMBER SALES National Construction Codes, Local Government Regulations/Planning, Australian Standards NOTIFY ALL ERRORS AND OMISSIONS TO THE DESIGNER. 12 PARK DRIVE, Radial Vertical Shiplap Wall/Skillion Roof Flashing Details must take precedence. DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION UNTIL DANDENONG SOUTH 3175 ISSUED BY THE DESIGNER FOR CONSTRUCTION. PH: (03) 9768 2100 SCALE: A2 - Not To Scale DWG NO: S10 NOTE: DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. FAX: (03) 9768 2177 DATE: 18-Feb-17 REVISION: 04 Termite Treatment in accordance with AS3600 required. FIXING DETAILS: EMAIL: [email protected] Installer to comply with AS3959 - Construction In Bushfire areas. REFER TO RADIAL TIMBERS RECOMMENDED FIXINGS WEB: www.radialtimbers.com.au (www.radialtimbers.com.au) GSPublisherEngine 0.2.100.100