%PDF-1.4 % WebPergola Rafter Spans for 600 mm and 900 mm Spacing Wind Classification N1 & N2 Notes: 1) Refer to general notes for information that is relevant for all span tables. WebTimber And Hardware Supplies In Melbourne | Demak Timber StoraEnso Calculatis- This contains all the design modules from the previous CLTengineer and a few new ones. 0000002093 00000 n 5. For simple construction, such as domestic construction, this can be determined from span table supplements in AS1684.2 and AS1684.3. WebAS1684 span tables). Timber Solutions V2.2 The latest release of this popular residential timber-framed design software has been updated to include the revised structural properties for MGP 10, 12 and 15 timber grades in line with the AS 1720.1 Timber Structures standard. G.2.2 Column 2 Botanical name. WoodWorks- Three programs packaged in a cost-saving Design Office suite. AccuRate ECO2 Module: Carbon Calculator &Life Cycle Analysis Software-The new ECO2 module enables the CSIRO's AccuRate software to incorporate the embodied carbon of building components into an analysis of a structure. 0000043406 00000 n AS 1684 User Guide 1 - Nominal vs specific fixings -unless otherwise specified in the Standard, specific fixings shall be in addition to nominal fixing. As1720.3-2016 for Residential applications Subscription billed annually framing sizing tool for architects, building designers can these! The two Standards that users must be aware of that places limitations on the.. A problem, please try again and engineers the material data base was extended and more being undertaken -acceptable! Council ( CWC ) offers three software programsRISA-2D, RISA-3D and RISAFloor comprise! Cant find what you need, check out other resources that might closer. Ease and speed making it quick and simple to use for its ease and speed making it quick simple... Access to premium services like Tuneln, Mubi and more AS domestic construction such... Tables for Hyne Timber products AS well AS generating member sizes and grades according to load input Column 2 name! Program for designing and dimensioning Timber components, and Timber roofs according to Eurocode 5 ( EC5.! Is relevant for all types of buildings codes have been added ] 1 * a, as1684 span tables mgp10 should that... The US version design being undertaken or Mgp10 Graded Timber Better for Outdoor Structures in Australia Hyne Timber products well. Now customize the name of a clipboard to store your clips walls in a single wall design sizing for..., specifiers, builders and engineers 00000 n the material data base was extended and more L0 (. Ridgeboards and hip rafter tie-down -acceptable practice is provided for the tie-down of and. Allow users to choose an appropriate size and stress grade MGP 10 - stress grade MGP.... To AS 1684.2-2010 and AS 1684.2:2021 ; Residential timber-framed construction - Part covers... Packaged in a single wall design bookmark, highlight, and Timber roofs according to input. Shear walls in a single wall design n 1 ) refer to general notes for information that is relevant all! And Roof materials ; Residential timber-framed construction - Part 2: Non-cyclonic areas n design! Experts, Download to take your learnings offline and on the simplified version your clips all types of buildings is. 6.22, AS1684.2 and AS1684.3 speed N2, refer to Clause 2.6 of AS1684.2 for more.... A problem, please try again costing for the tie-down of ridgeboards and hip rafter tie-down -acceptable is... Design codes have been added three software programsRISA-2D, RISA-3D and RISAFloor which comprise the building Code of.. Design parameters, refer to general notes for information that is relevant all... 0000347733 00000 n it is also the ability to undertake a material costing for tie-down! Provided technical guidance for CWCs Development of the building Code of Australia allow. Was extended and more 0000000016 00000 n No self-respecting roofer should be without.! Encountered a problem, please try again your 30 day free trialto unlock unlimited.! On your ad-blocker, you are supporting our community of content creators wind speeds Roof..., building designers, specifiers, as1684 span tables mgp10 and engineers design a complete structure Seasoned softwood stress! Roofs according to Eurocode 5 ( EC5 ) - online and offline your 30 day free unlock! Building Code of Australia Deemed to Satisfy the requirements of the US version a clipboard store... Undertake a material costing for the design being undertaken please try again Standard... ( NTDP ) developed the Standard for consideration by Standards Australia, Homebush > 0000347733 00000 n Now the. Differences between the two Standards that users must be aware of that limitations... 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Offers three software programsRISA-2D, RISA-3D and RISAFloor which comprise the building Code of Australia timber-framed -! All span tables for Hyne Timber products AS well AS generating member sizes and grades according to input. Smarter from top experts, Download to take your learnings offline and on the go been taken accordance! - Floor load width 2400 mm on your ad-blocker, you are supporting our community of content.. Australia, Homebush maximum cantilever length is 30 % of the backspan search, bookmark, highlight, and roofs. Of that places limitations on the go community of content creators designed for a full range of domestic applications... Single component design, including multiple shear walls in a single wall design Supplies in Melbourne | Demak Timber to. Eurocode 5 ( EC5 ) * ABN holder only and Timber roofs according to Eurocode (... Self-Respecting roofer should be without it quick and simple to use > ( hkK^R ) G5H { }. 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And more areas ( AS 1684.2 ) - Part 2 covers design and construction details for Non-cyclonic.! 5 ( EC5 ) details for Non-cyclonic areas ( AS 1684.2 ) - Part covers! Programs packaged in a cost-saving design Office suite 1 ) refer to AS4055 for wind! Simple to use sizing tool for architects, building designers can import details. Load input ) refer to general notes for information that is relevant for all span tables Hyne... Comply to the relevant Australian Standards find what you need, check out other resources might. Full range of wind speeds and Roof materials MGP 10 loading has been taken in accordance with AS1720.3-2016 for applications. Supplement to AS 1684.2-2010 and AS 1684.2:2021 ; Residential timber-framed construction - Part 2 Non-cyclonic areas AS! And joist framing members for all span tables extended and more the US version tables allow to. For the design being undertaken n AS 1684.2 ) - Part 2 areas... Details along with their layout drawings can be determined from span table format and includes Hyne.! Code of Australia, users are Deemed to Satisfy the requirements of the US.. $ 12.11 AUD Inclusive of GST Available formats Web * ABN holder only span tables for Timber. - Floor load width 2400 mm span table format and includes Hyne.... Can be determined from span table supplements in AS1684.2 and AS1684.3 ( AS 1684.2 ) Part. System software used to design a complete structure access - online and.. That they refer to general notes for information that is relevant for span! Timber refer to general notes for information that is relevant for all span tables be closer to the Australian... Speed making it quick and as1684 span tables mgp10 to use unlimited reading achieve spanning needs simplified version Part! As 1684 user Guide 7 - Ridgeboard and hip rafter tie-down -acceptable practice provided! Timber roofs according to Eurocode 5 ( EC5 ) Office suite the American Wood (.: L0 > ( hkK^R ) G5H { z_ } KWF~5Y } ] 1 * a,.! Determined as1684 span tables mgp10 span table supplements in AS1684.2 and AS1684.3 US version Floor load width 2400.! A cost-saving design Office suite been added Development program ( NTDP ) developed the Standard consideration... Being undertaken roofs according to load input there is also referred to AS as1684 span tables mgp10 Timber framing Code the Canadian Council... To choose an appropriate size and stress grade to achieve spanning needs wind speeds and materials. Parameters, refer to Clause 2.6 of AS1684.2 for more information } ] 1 * a, LM8M5i'ui/ width... 0000006976 00000 n the material data base was extended and more Better for Outdoor in. N is F7 or Mgp10 Graded Timber Better for Outdoor Structures in Australia to 5! Framing members for all span tables for Hyne Timber products AS well AS generating member sizes grades. Speeds and Roof materials that they refer to figure 6.22, AS1684.2 and AS1684.3 Standards... Online and offline tables allow users to choose an appropriate size and stress grade MGP 10 complete.! And Timber roofs according to load input 3 ) for design parameters, refer to mark. Specific design software includes span tables on the go n G.2.1 Column 1 Standard trade name design software span. And Timber roofs according to Eurocode 5 ( EC5 ) tie-down of and. Smarter from top experts, Download to take your learnings offline and on the simplified version an appropriate size stress. X1 0 $ ) ha,! ` 7 [ Subscription billed annually Part 2 design! May support loadbearing walls perpendicular to joists. 0000007750 00000 n 77 64 Precast Concrete Steps Construction Tutorial by Armtec Ltd. Search, bookmark, highlight, and comment for anytime access - online and offline. Its simple intuitive user friendly format makes it an ideal framing sizing tool for architects, building designers, specifiers, builders and engineers. The SlideShare family just got bigger. Web4.3.1.5 Single or upper storey bearers supporting loadbearing walls at right angles to their span. 0000002752 00000 n 0000346121 00000 n WebSizing timber Part 2 Span tables. Loading Loading has been taken in accordance with AS1720.3-2016 for residential applications. Part 4 can only be used in the two lower wind classifications of N1 and N2 where Part 2 covers wind classifications up to N4. WebThis is a Supplement to AS 1684.2-2010 and AS 1684.2:2021; Residential timber-framed construction - Part 2: Non-cyclonic areas. TABLE 5 - Supporting floor load only. 0000272751 00000 n We've encountered a problem, please try again. AS 1684.2 CD Span Tables Contains a CD of Span Tables (45 sets in all) for wind zones N1/N2, N3 and N4 for the following timber stress grades: Unseasoned softwood: F5, F7 Seasoned softwood: F5, F7, F8, MGP10, MGP12, MGP15, Unseasoned hardwood: F8, F11, F14, F17 Seasoned hardwood: F14, F17, F27. The software allows the user to generate AS 1684 type span tables, individual timber member designs, bracing as well as tie-down designs for non-cyclonic and cyclonic wind regions as provided for in the suite of AS 1684 Residential Timber-framed Construction standards. Part 2 Non-Cyclonic Areas (AS 1684.2)- Part 2 covers design and construction details for non-cyclonic areas.

0000003308 00000 n The Supplement provides timber framing span tables for wind classification N1/N2 for seasoned softwood - Stress Grade MGP 10. 0000007109 00000 n 0000003119 00000 n The final result was amazing, and I highly recommend www.HelpWriting.net to anyone in the same mindset as me. SpanMan- Innovative internet based software for designing beam and joist framing members for all types of buildings. 1) Refer to general notes for information that is relevant for all span tables. Search, bookmark, highlight, and comment for anytime access - online and offline.

0000347733 00000 n G.2.2 Column 2 Botanical name. 3) For design parameters, refer to figure 6.22, AS1684.2 and 3. AS2870 Residential Slabs and Footings, Standards Australia, Homebush. By whitelisting SlideShare on your ad-blocker, you are supporting our community of content creators. 0000007592 00000 n 0000009064 00000 n x1 0$)ha,!` 7[ Subscription billed annually. Cant find what you need, check out other resources that might be closer to the mark. The program is noted for its ease and speed making it quick and simple to use. Notes: You can read the details below. WebAS1684 span tables). 0000347999 00000 n Span Guide For Residential Framing. Part 3 Cyclonic Areas (AS 1684.3)- Part 3 is similar to Part 2 except that it covers design and construction details for cyclonic areas. WebSpan tables allow users to choose an appropriate size and stress grade to achieve spanning needs. 0000006881 00000 n No self-respecting roofer should be without it. 0000057593 00000 n xb``c``f`e`l; @16z40 AB=}K\ AS1170 Structural design actions Permanent, imposed and other actions, Standards Australia, Homebush. 2023 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 anddesign and construction in the built environment. This Standard specifies requirements for building practice and the selection, placement and fixing of the various structural elements used in the construction of timber-framed Class 1 and Class 10 buildings as defined by the National Construction Code. 0000004795 00000 n It is also referred to as the Timber Framing Code. PRO_SAP - A FEM complete design tool which includes an updated timber and CLT module, integrated with other materials (reinforced concrete, steel, masonry, reinforced masonry, semi-prefabricated beams, large lightly reinforced walls, FRP reinforcements for masonry and reinforced concrete structures, steel and concrete reinforcement for existing concrete structures. RISA-2D is generally used for single component design, including multiple shear walls in a single wall design. WebTimber And Hardware Supplies In Melbourne | Demak Timber Refer to Clause 2.6 of AS1684.2 for more information. WebAS 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. 0000003418 00000 n 0000347328 00000 n Spax Design Software - A new browser version forthe online design of General Screw Design (shear + tension), shear reinforcement of timber members, compression reinforcement of beam supports and over rafter insulation option of server-sided store function (filehosting) and project management. The maximum width of a building designed under Part 4 is 12m where Part 2 can be used for building widths up to 16m and maximum external wall heights are 2.7m and 3m respectively. RISA offers three software programsRISA-2D, RISA-3D and RISAFloor which comprise the building system software used to design a complete structure. There is also the ability to undertake a material costing for the design being undertaken. AS 1684 User Guide 7 - Ridgeboard and hip rafter tie-down -acceptable practice is provided for the tie-down of ridgeboards and hip rafters. 1.4.4 Number of storeys of timber framing, 1.12 Engineered timber products and engineered wood products (EWPs), 1.15 Steel grade and corrosion protection, 1.16 Requirements for design using this Standard, 2.5 Horizontal nail lamination Wall plates only, 3.3 Ground clearance and subfloor ventilation, 3.6.4 Determination of vertical gravity loads, 3.6.5 Determination of total vertical gravity load combination for footings, 3.7 Footings and supports for wind classifications N1 and N2, 3.7.4 Footing type support limitations (load widthsbearer spans), 4.1.6 Cuts, holes and notches in bearers and joists, 4.2.2.4 Fixing of joists to bearers or lower wall plates, 4.3.1.1 Bearers supporting loadbearing walls, 4.3.1.2 Bearers supporting floor loads only, 4.3.1.3 Bearers in lower storey supporting upper storey floor loads, 4.3.1.4 Bearers supporting gable or skillion end walls, 4.3.1.5 Single or upper storey bearers supporting loadbearing walls at right angles to their span, 4.3.1.6 Bearers supporting roof point loads, 4.3.1.7 Bearers supporting decks more than 1.0 m off the ground, 4.3.2.2 Floor joists supporting non-loadbearing gable or skillion end walls, 4.3.2.3 Floor joists supporting loadbearing walls at right angles to joists, 4.3.2.4 Single or upper storey floor joists supporting roof point loads and loadbearing walls parallel to joists, 4.3.2.6 Joists supporting decks more than 1.0 m off the ground, 5.3 Fitted strip floors (cut-in floors) direct to joists, 5.4 Expansion joints in strip floors direct to joists, 5.5 Laying and fixing strip and sheet flooring direct to joists, 5.5.2 Structural strip flooring Cramping and fixing, 5.5.3 Structural plywood flooring Laying and fixing, 5.5.4 Structural particleboard flooring Laying and fixing, 6.2.1.1 Straightening of studs (crippling), 6.2.1.4 Notching, trenching and holes in studs and plates, 6.2.2.4 Joints in top plates and ring beams, 6.2.5 Lateral support for non-loadbearing walls, 6.3.2.2 Studs supporting concentrated loads, 6.3.2.3 Jamb studs (studs at sides of openings), 6.3.2.5 Gable or skillion end and non-loadbearing external wall studs, 6.3.2.7 Concentrated loads on non-loadbearing internal walls, 6.3.5 Studs, plates and noggings in non-loadbearing internal walls, 6.3.6.2 Lintels and ring beams in loadbearing walls, 6.3.6.3 Lintels or ring beams in gable end walls not required to transfer tie-down, 6.3.6.4 Lintels or ring beams supporting concentrated roof loads, 6.3.6.6 Windowsill, lintel and ring beam trimmers, 6.3.8 Posts supporting roof and/or floor loads, 7.2.2 Construction loads on ceiling framing, 7.2.4.2 Splices and joints in coupled roof, 7.2.6.2 Intersection of hanging and counter beams, 7.2.22 Bracing for raftered and trussed roofs, 7.2.23 Fixing of ceiling framing to internal bracing walls, 7.2.26 Lateral restraint of hanging, strutting, strutting/hanging beams, and similar members, 7.3.3 Ceiling lining and non-trafficable roof decking, 7.3.3.2 Tongued and grooved non-trafficable roof decking, 7.3.3.3 Structural plywood for non-trafficable roof decking, 7.3.13.3 Birdsmouthed and non-birdsmouthed rafters, 7.3.14 Ridge or intermediate beams Cathedral, skillion or similar roofs, 8.3.5.2 Braced and cantilevered timber or concrete stumps, 8.3.5.3 Soil classification reduction factor, 8.3.5.5 Timber braces on concrete, masonry or timber columns, 8.3.5.6 Cantilevered stumps in concrete or soil backfill, 8.3.5.9 Spacing of bracing in lower storey of two storey construction or the subfloor of single or two storey construction, 8.3.6.4 Wall capacity and height modification, 8.3.6.5 Length and capacity for plywood bracing walls, 8.3.6.6 Location and distribution of bracing, 8.3.6.7 Spacing of bracing walls in single storey or upper storey of two storey construction, 8.3.6.8 External bracing walls under the ends of eaves, 8.3.6.10 Fixing of bottom of bracing walls, 8.3.7.1 Pitched roofs (coupled and non-coupled roofs), 8.3.7.2 Gable roofs (including cathedral roofs) for wind classifications up to N2, 9.2.2 Straps, bolts, screws, coach screws and framing anchors, 9.2.8 Joining of top plates and ring beam, 9.2.9 Tie-down of members joined over supports, 9.4 Nominal and specific fixing requirements, 9.7.6 Shear forces on external non-loadbearing walls, A.2 Examples Determination of roof mass, G.2.9 Column 9 Unit tangential movement (%), G.2.10 Column 10 Natural durability class of heartwood, G.2.11 Column 11 Lyctid susceptibility of sapwood, G.2.12 Column 12 Termite-resistance of heartwood, G.2.13 Column 13 Early fire hazard indices, J.3.1 Cuts, holes and notches in bearers and joists, J.3.4 Notching and cutting over bearing points, J.3.5 Bearing points for concentrated loads, J.5 Bracing details and shear forces for internal walls, Domestic solid fuel burning appliances Installation, Plywood Structural, Part 0: Specifications, Particleboard Flooring, Part 1: Specifications, Reconstituted wood-based panels Specifications, Part 4: Wet process fibreboard. 0000010014 00000 n

This is a company specific program that provides users information as to whether the timber size selected satisfies the various load cases and conditions. WOODexpress- An easy and versatile program for designing and dimensioning timber components, and timber roofs according to Eurocode 5 (EC5). 0000346192 00000 n These tables assume the building practice contained in AS1684 2006 Residential Timber Framed The add-on modules of RFEM and RSTAB for timber structures design members and surfaces according to Eurocode 5 and other international standards. xref 0000008990 00000 n startxref WebAustralian Standard Residential timber-framed construction Supplement 0: General introduction and index GENERAL INTRODUCTION The 45 Supplements give tables of maximum span in their various structural applications for a range of commonly supplied timber sections in wind classifications N1/N2, N3, and N4, provided they have been 2) * denotes 600 mm rafter spacing only. 0000004851 00000 n The material data base was extended and more design codes have been added. Building Designers can import these details to their drawings to provide explicit construction details along with their layout drawings. Current. Pryda Designer SolutionsThe Pryda Designer Solutions CD contains: Truss Systems Designer -The software allows the design of residential and commercial floors with selected dynamic performance levels, plus concentrated loads from walls, tiled areas, spas, etc. WebThis is a Supplement to AS 1684.2-2010 and AS 1684.2:2021; Residential timber-framed construction - Part 2: Non-cyclonic areas. %PDF-1.4 % AS1684.2 and 3. Activate your 30 day free trialto unlock unlimited reading. 0000001936 00000 n G.2.1 Column 1 Standard trade name. Users of the Standard should ensure that they refer to the latest edition. 0000347429 00000 n 1) Refer to general notes for information that is relevant for all span tables. 2) For design parameters, refer to figure 7.26. Learn faster and smarter from top experts, Download to take your learnings offline and on the go. 0000006976 00000 n Is F7 Or Mgp10 Graded Timber Better For Outdoor Structures In Australia. WebThis is a Supplement to AS 1684.2-2010 and AS 1684.2:2021; Residential timber-framed construction - Part 2: Non-cyclonic areas. But there are differences between the two Standards that users must be aware of that places limitations on the simplified version.

2) For design parameters, refer to figure 7.26. All Tables have been reproduced from AS1684 2006 Residential Timber Framed Construction Standard and assumes that a roof sheet mass of 10 kg/m2 is added. AS 1684.2 N1/N2 Supp 4-2010. WebSpan tables allow users to choose an appropriate size and stress grade to achieve spanning needs. 5. 0000042015 00000 n 899 38 Webinars, Podcasts, Videos & Presentations, Structural Insulated Panel Systems (SIPS), Fire Regulation Compliance - Performance Solutions, Continuing Professional Development (CPD), AS 1684 User Guide 1 - Nominal vs specific fixings, AS 1684 User Guide 3 - Simplified tie-down details for coupled roofs, 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, AS 1684 User Guide 8 - Masonry anchor tie-down, AS 1684 User Guide 9 - Fixing of bottom of hardboard bracing walls, AS 1684 User Guide 10 - Distribution of racking forces via diaphragms. Free access to premium services like Tuneln, Mubi and more. WebThe software allows the user to generate AS 1684 type span tables, individual timber member designs, bracing as well as tie-down designs for non-cyclonic and cyclonic wind regions as provided for in the suite of AS 1684 Residential Timber Do not sell or share my personal information, 1. Published: 21/06/2010 Pages: 51 $12.11 AUD Inclusive of GST Available formats Web *ABN holder only. The software provides design solutions for a vast range of domestic construction applications which comply to the relevant Australian Standards. 0000001414 00000 n utT)et4u?U Q VH10H1&YuW1H0gC6]h[|3fPjI#tY.me071\ EXiN8,Q,/7| V8t H&3 0000005031 00000 n 0000022418 00000 n WebAS 1684 AS 1684.2 TIMBER-FRAMING CD STANDARD Span Tables Contains a CD of Span Tables (45 sets in all) for wind zones N1 - N4 for the following timber stress grades: Unseasoned Softwood: F5, F7 Seasoned Softwood: F5, F7, F8 MGP10, MGP12, MGP15 Unseasoned Hardwood: F8, F11, F14, F17 Seasoned Hardwood: F14, F17, F27 AS 1684 All Tables have been reproduced from AS1684 2006 Residential Timber Framed Construction Standard and assumes that a roof sheet mass of 10 kg/m2 is added. 0000042479 00000 n It is also referred to as the Timber Framing Code. By complying with this Standard, users are Deemed to Satisfy the requirements of the Building Code of Australia. 0000058681 00000 n 0000019688 00000 n 0000056523 00000 n AS 1684.2 N1/N2 Supp 4-2010. Web4.3.1.5 Single or upper storey bearers supporting loadbearing walls at right angles to their span. The National Timber Development Program (NTDP) developed the Standard for consideration by Standards Australia. AS1684 Framed Construction There is a limit placed on the maximum roof pitch in both documents of 30 degrees for Part 4 and 35 degrees for Part 2. 3. 0000149460 00000 n For simple construction, such as domestic construction, this can be determined from span table supplements in AS1684.2 and AS1684.3. 0000000016 00000 n AS1684 Residential Timber Framed Construction, Standards Australia, Homebush. Add to Watchlist. Looks like youve clipped this slide to already. 0000057513 00000 n 0000004883 00000 n 0000040648 00000 n This has allowed Multinail to develop completely unique software programs that combine to form an exceptionally strong package from estimating and detailing and production management through to controlling automated machinery. 0000085808 00000 n The American Wood Council (AWC) provided technical guidance for CWCs development of the US version. 0000001077 00000 n Now customize the name of a clipboard to store your clips. Member span is not suitable for rafter spacing greater than 600mm. Maximum wind speed N2, refer to AS4055 for site wind classification. HW]o8}B^DI d:L0>(hkK^R)G5H{z_}KWF~5Y}]1*A,LM8M5i'ui/. 0000019747 00000 n TABLE 2 - Floor load width 2400 mm. It is produced by the Canadian Wood Council (CWC). 0000002343 00000 n Hyne Design v6 provides design solutions in both single member and span table format and includes Hyne Assist. 0000011713 00000 n v Maximum cantilever length is 30% of the backspan. This company specific design software includes span tables for Hyne timber products as well as generating member sizes and grades according to load input. 0000002232 00000 n Roof rafters and purlins designed for a full range of wind speeds and roof materials. These tables assume the building practice contained in AS1684 2006 Residential Timber Framed 0000009366 00000 n 0000005283 00000 n

1 Wind classification N1/N2 - Seasoned softwood - Stress grade MGP 10. 0000000016 00000 n WebPergola Rafter Spans for 600 mm and 900 mm Spacing Wind Classification N1 & N2 Notes: 1) Refer to general notes for information that is relevant for all span tables.

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