0000027562 00000 n 0000013481 00000 n Construction details should be in accordance with AS1684.2: Residential Timber-Framed Construction. 0000007197 00000 n Tables 1, 2, 5 and 10 list the recommended sizes and spans for the most commonly available timber species. Primary design software program includes generic span tables for various building elements (excluding verandah beams) enabling users to select sizes and load conditions to generate suitable member sizes and grades. 0000004117 00000 n These include the minimal nominal fixings for roof trusses where there is no net uplift. 1) Refer to general notes for information that is relevant for all span tables. - These span tables have been developed in good faith, with the assistance of Mr.Peter Falvey B.E., M.I.E.Aust., C.P.Eng., R.P.E.Q. �*::�JCC��.v� �KG�` W����H� �. This page contains links to publications and reports that may be useful for those looking to design and build over three storeys in height with structrual wood products. By complying with this Standard, users are Deemed to Satisfy the requirements of the Building Code of Australia. 0000002935 00000 n trailer xref While a broader range of reports are available under the 'Resouces' tab of the main WoodSolutions website, the below... Sound is an important issue in residential construction. Additionally, it specifically covers MRTFC (Multi-Residential Timber Framed Construction) and AS 1684, a four-part Australian Standard covering compliance for timber framing. 0000001295 00000 n Verandah Beams – Sheet/Tile N3; ... Magna Glulam timbers comply with the requirements of the Building Code of Australia and come with a 15-year ... Engineering Certification for Magna Glulam issued by leading Timber Engineers, HR Design Group. Learn more about the net uplift forces and tie-down details for ridgeboard and hip rafters.

Engineering Certification for Magna Glulam issued by leading Timber Engineers, HR Design Group List of available Span tables - click for full info Verandah Beams – Sheet/Tile N3 It covers the most common timber species, sizes and fixing methods. This section contains information on timber design and construction compliance related to fire, acoustics, building classes, environmental impact, thermal performance and quality assurance. %%EOF The following tolerances apply:-• Unseasoned Cypress + 2 mm - 4 mm • Seasoned Pine + 2 mm - 0 mm • Unseasoned Hardwood + 3 mm - 3 mm. Sound insulation tends to govern the choice of construction system because of its daily impact on quality of life. 0000011381 00000 n A review of standards and codes applicable in Australia for the design of timber construction. 0000079815 00000 n 0000056677 00000 n 0000042013 00000 n This Design Notes section shall be read in conjunction with Boxspan Residential Span Tables – Non Cyclonic Areas publication. 0000001761 00000 n (579) in accordance with the relevant Australian Standards, however please check for state and local government variations. Spantec Boxspan and connection components, comply with the following Australian Standards: • AS 1397:2011 Steel sheet and strip – Hot dipped zinc-coated or aluminium/zinc-coated • AS 3566.1:2002 Self drilling screws 4. Tables with a suffix L … This requirement is intended to ensure that even if specific fixings are required to resist uplift forces (tie-down connections), other forces and actions due to gravity... AS 1684 - Parts 2 & 3 require temporary bracing be installed to provide stability to the house so that it can resist wind and construction loads during construction. 0000009563 00000 n 0000010955 00000 n This software assists in the design of simply supported beams in accordance with Australian Standard AS 2327.1 - 2003. Lateral forces on the building during construction can be as high or higher than the forces on a completely clad house... AS 1684.2 clause 9.6.1 states that "continuity of tie-down shall be provided from the roof sheeting to the foundations". When designing a new or modifying an existing dwelling, all building work must comply with the... AS 1684 Parts 2 & 3 provide nominal and (where required) specific fixing details for various wind classifications. AS 1684 Residential Timber Framed Construction is a four-part Australian Standard covering design criteria, building practices, tie-downs, bracing and span tables for timber framing members. (579) in accordance with the relevant Australian Standards, however please check for state and local government variations. 0000008380 00000 n

It is also referred to as the Timber Framing Code. 3) For design parameters, refer to figure 6.22, AS1684.2 and 3. Building Codes & Building Standards for Timber Construction, Structural Insulated Panel Systems (SIPS), Fire Regulation Compliance - Alternative Solutions, Continuing Professional Development (CPD), AS 1684 User Guide 1 - Nominal vs specific fixings, AS 1684 User Guide 3 - Simplified tie-downs, AS 1684 User Guide 4 - External wall heights, AS 1684 User Guide 5 - Fixing of top of bracing walls, AS 1684 User Guide 6 - Roof truss tie-down, AS 1684 User Guide 7 - Ridgeboard and hip rafter tie-down, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-01.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-02.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-03.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-04.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-05.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-06.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-07.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-08.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-09.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-10.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-11.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-12.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-13.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-14.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-15.jpg, https://www.woodsolutions.com.au/sites/default/files/Hero%20Randomiser-16.jpg. 3. Member span is not suitable for rafter spacing greater than 600mm. Recommendations are provided for extending the use of the Standard to cover wall heights up to 3600 mm. 0000004171 00000 n If you are looking for span tables, design guides, install guides, product catalogues or safety data sheets then you’ve landed on the right page. Stress grades and timber sizes combine to determine the spanning ability of load carrying members. Can’t find what you are looking for? 57 0 obj <>stream conjunction with Boxspan Residential Span Tables – Non Cyclonic Areas publication. The sizes for bearers and joists do not allow for roof loads (i.e. These span tables have been prepared for a range of flooring and roofing applications in non-cyclonic wind regions using Boxspan® steel beams and brackets produced by Spantec Systems Pty Ltd. 2. MAXIMUM SPAN … 0000069411 00000 n Our experienced support team can assist with enquiries ranging from beam sizing to installation advice. 0000080545 00000 n Publications This page contains links to publications and reports that may be useful for those looking to design and build over three storeys in height with structrual wood products. Additionally, it specifically covers MRTFC (Multi-Residential Timber Framed Construction) and AS 1684, a four-part Australian Standard covering compliance for timber framing. 0000004477 00000 n

0000000916 00000 n 27 0 obj <> endobj This Australian Standard® was prepared by Committee TM-002, ... Australian StandardĮ Residential timber-framed construction Part 2: Non-cyclonic areas ... Standards, and this may result in a future revision of Span Tables in the Supplements for all stress grades. posts 0000012560 00000 n For simple construction, such as domestic construction, this can be determined from span table supplements in AS1684.2 and AS1684.3. 0000001420 00000 n 0000004366 00000 n A maximum roof pitch of 25 degrees is assumed. 1. 0 0000080854 00000 n %PDF-1.6 %���� 0000013372 00000 n MEMBER TABLES FOR SEASONED TIMBER STRESS GRADE F17 SEASONED HARDWOOD — F17 129. 2) * denotes 600 mm rafter spacing only. Note: When appropriate separate tables are provided for different wind classifications. User Guide 7: Ridgeboard and hip rafter tie-down - acceptable practice for the tie-down of ridgeboards and hip rafters. <<021D8206AFB1064581CBFAB0649D71FB>]>> © 2020 Forest and Wood Products Australia Ltd. WoodSolutions is an industry initiative designed to provide independent, non-proprietary information about timber and wood products to professionals and companies involved in project development and design and construction in the built environment.