[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-1-en-105":3,"doc-detail-568151-en":53,"doc-seo-568151-105":75},{"code":4,"msg":5,"data":6},0,"success",[7,14,19,24,29,34,39,44,49],{"id":8,"doc_module":9,"doc_module_name":10,"category_name":11,"show_sort_weight":12,"slug":13},11,1,"Template","Presentations",90,"presentations",{"id":15,"doc_module":9,"doc_module_name":10,"category_name":16,"show_sort_weight":17,"slug":18},12,"Resumes",80,"resumes",{"id":20,"doc_module":9,"doc_module_name":10,"category_name":21,"show_sort_weight":22,"slug":23},14,"Invoices",70,"invoices",{"id":25,"doc_module":9,"doc_module_name":10,"category_name":26,"show_sort_weight":27,"slug":28},15,"Posters",60,"posters",{"id":30,"doc_module":9,"doc_module_name":10,"category_name":31,"show_sort_weight":32,"slug":33},16,"Social Media",50,"social-media",{"id":35,"doc_module":9,"doc_module_name":10,"category_name":36,"show_sort_weight":37,"slug":38},17,"Forms",40,"forms",{"id":40,"doc_module":9,"doc_module_name":10,"category_name":41,"show_sort_weight":42,"slug":43},18,"Letters",30,"letters",{"id":45,"doc_module":9,"doc_module_name":10,"category_name":46,"show_sort_weight":47,"slug":48},21,"Paper Templates",5,"papers-templates",{"id":50,"doc_module":9,"doc_module_name":10,"category_name":51,"show_sort_weight":4,"slug":52},158,"General","general-158",{"code":4,"msg":5,"data":54},{"doc_id":55,"user_id":56,"nickname":57,"user_avatar":58,"doc_module":9,"category_id":45,"category_name":46,"doc_title":59,"doc_description":60,"doc_content":61,"file_id":62,"file_url":63,"file_type":64,"file_size":65,"view_count":9,"is_deleted":4,"is_public":9,"is_downloadable":9,"audit_status":9,"page_count":66,"language":67,"language_code":68,"site_id":69,"html_lang":68,"table_of_contents":70,"faqs":71,"seo_title":72,"seo_description":60,"update_tm":73,"read_time":74},568151,962090760832,"A glass of water","https://ap-avatar.wpscdn.com/davatar_155a257f0dc6eb9ab79c44ca47cae57d","MASONS TYPICAL DETAIL APPENDIX - SPAN TABLE 1 - July 2024-v2","MASONS TYPICAL DETAIL APPENDIX provides span tables for timber joists SG8 H1.2, hy-joists H1.2, and Posi Strut floor trusses. It specifies design-load assumptions including maximum allowance for dead load (0.85 kPa or upto 1 kPa) and live-load categories (domestic and office), along with permissible concentrated loading limits. The tables list maximum joist/truss spans by member size, spacing, and floor-load level, including notes on required additional webs and exclusions for spans under 2 m.","| 18a David Mccathie Place, Silverdale, Auckland 0932, New Zealand | 0800 522 [533 | info@mpb.co.nz | www.mpb.co.nz](533 | info@mpb.co.nz | www.mpb.co.nz) |  |  |  |\n| --- | --- | --- | --- |\n| | MASONS TYPICAL DETAIL APPENDIX\u003Cbr>SPAN TABLE 1 | Scale Date\u003Cbr>1 : 10 @A3 |  |\n|  |  | Drawing No.\u003Cbr>A2 | Version\u003Cbr>JULY 2024-v2 |\n| Design Load:\u003Cbr>1. Framing sizes should be selected from the appropriate table with the maximum allowance for the unfactored Total Dead Load of 0.85kPa. Live Loads as per Tables\u003Cbr>2. Permissible concentrated live load = 2.7 kN applied over a 0.3mx 0.3m area.\u003Cbr>3. Concentrated loads from load bearing walls or point loads shall be supported by additional framing such as joists or blocking.\u003Cbr>4. In service mass of Enviro Floor Panel is 45 kg/m2 .\u003Cbr>Table 1: Span Table for Timber Joists SG8 H1.2\u003Cbr>Floor joist size Maximum Joist Span (m)\u003Cbr>366mm 440mm 550mm (a) 1.5 kPa Floor Load (Internal Floors)\u003Cbr>90 x 45 1.35 1.30 1.25\u003Cbr>140 x 35 2.00 1.90 1.80\u003Cbr>140 x 45 2.20 2.10 2.00\u003Cbr>190 x 45 3.10 2.95 2.80\u003Cbr>240 x 45 4.00 3.80 3.55\u003Cbr>290 x 45 4.85 4.60 4.30 (b) 3 kPa floor load (Internal Floors)\u003Cbr>90 x 45 1.35 1.30 1.15\u003Cbr>140 x 35 2.00 1.85 1.75\u003Cbr>140 x 45 2.15 2.05 1.90\u003Cbr>190 x 45 2.90 2.75 2.55\u003Cbr>240 x 45 3.65 3.45 3.25\u003Cbr>290 x 45 4.40 4.15 3.90 |  |  |  |\n\n\n| 18a David Mccathie Place, Silverdale, Auckland 0932, New Zealand | 0800 522 [533 | info@mpb.co.nz | www.mpb.co.nz](533 | info@mpb.co.nz | www.mpb.co.nz) |  |  |  |\n| --- | --- | --- | --- |\n| | MASONS TYPICAL DETAIL APPENDIX\u003Cbr>SPAN TABLE 2 | Scale Date\u003Cbr>1 : 10 @A3 |  |\n|  |  | Drawing No.\u003Cbr>A3 | Version\u003Cbr>JULY 2024-v2 |\n| Design Load:\u003Cbr>1. Framing sizes should be selected from the appropriate table with the maximum allowance for the unfactored Total Dead Load of 0.85kPa. Live Loads as per Tables\u003Cbr>2. Permissible concentrated live load = 2.7 kN applied over a 0.3mx 0.3m area.\u003Cbr>3. Concentrated loads from load bearing walls or point loads shall be supported by additional framing such as joists or blocking.\u003Cbr>4. In service mass of Enviro Floor Panel is 45 kg/m2 .\u003Cbr>Table 2 : Span Table for Hy-Joists H1.2\u003Cbr>Maximum Joist span (m)\u003Cbr>Floor joist size 440mm 550mm (a) 1.5 kPa Floor Load (Internal Floors) HJ-200x45 3.35 3.15 HJ-240x45 4.10 3.80 HJ-240x63 4.40 4.10 HJ-240x90 4.95 4.65 HJ-300x45 4.90 4.60 HJ-300x63 5.25 4.90 HJ-300x90 5.90 5.50 HJ-360x63 6.05 5.65 HJ-360x90 6.80 6.35 HJ-400x90 7.35 6.85\u003Cbr>(b) 3 kPa floor load (Internal Floors)\u003Cbr>HJ-200x45 3.10 2.90\u003Cbr>HJ-240x45 3.70 3.50\u003Cbr>HJ-240x63 4.00 3.75\u003Cbr>HJ-240x90 4.50 4.20\u003Cbr>HJ-300x45 4.50 4.20\u003Cbr>HJ-300x63 4.80 4.40\u003Cbr>HJ-300x90 5.40 5.00\u003Cbr>HJ-360x63 5.50 5.10\u003Cbr>HJ-360x90 6.20 5.70\u003Cbr>HJ-400x90 6.70 6.25 |  |  |  |\n\n18a David Mccathie Place, Silverdale, Auckland 0932, New Zealand | 0800 522 [533 | info@mpb.co.nz | www.mpb.co.nz](533 | info@mpb.co.nz | www.mpb.co.nz)  \nMASONS TYPICAL DETAIL APPENDIX  \nSPAN TABLE 3 (a)  \nScale Date  \n1 : 10 @A3  \nDrawing No.  \nA4  \nVersion  \nJULY 2024-v2  \nDesign Load:  \n1. Framing sizes should be selected from the appropriate table with the maximum allowance for permanent Dead Load upto 1kPa.  \n2. Live Loads as below :  \ndistributed concentrated  \nDomestic 1.5kPa 1.8 kN  \nOffice 3.0kPa 2.7kN  \nTable 3a : Posi Strut Floor Trusses Span (1.5 kPa Live Load)  \n\n| MSG8 MSG10\u003Cbr>Maximum Span (m) at Spacing = S , mm\u003Cbr>Truss Code D mm 400 450 600 400 450 600 (Posi Strut standard)\u003Cbr>366 440 550 366 440 550 (MASON recommended) |\n| --- |\n| \u003Cbr>PS20-21x07 217 3.0 2.8 2.1 3.2 3.1 2.3\u003Cbr>PS25-25x07 248 3.4 3.1 2.4 3.9 3.8 3.2\u003Cbr>PS30-30x07 302 3.8 3.7 3.1 4.4 4.2 3.6\u003Cbr>PS40-40x07 412 4.6 4.2 3.2* 5.4 4.8 4.3\u003Cbr>PS20-21x09 217 3.4 3.2 2.8 3.8 3.6 3.0\u003Cbr>PS25-25x09 248 3.8 3.5 3.1 4.3 4.1 3.6\u003Cbr>PS30-30x09 302 4.3 4.1 3.4 5.0 4.7 4.2\u003Cbr>PS40-40x09 412 5.0 4.8 4.2 5.8 5.7 4.9*\u003Cbr>PS20-21x14 217 3.9 3.8 3.2 4.2 3.9 3.2\u003Cbr>PS25-25x14 248 4.4 4.3 3.8 4.8 4.6 4.2\u003Cbr>PS30-30x14 302 5.1 5.0 4.3 5.6 5.4 4.8\u003Cbr>PS40-40x14 412 6.1 6.0 5.2 6.7 6.5 5.8\u003Cbr>D/(d1)\u003Cbr>","cbCaidnV0kKbzAzo","https://ap.wps.com/l/cbCaidnV0kKbzAzo","pdf",235508,4,"English","en",105,"# Span Table 1: Timber Joists SG8 H1.2\n## Design load assumptions and limits\n## Maximum joist span by size and floor load\n# Span Table 2: Hy-Joists H1.2\n## Design load assumptions and limits\n## Maximum joist span by size and floor load\n# Span Table 3(a) & 3(b): Posi Strut Floor Trusses\n## Domestic and office live load values\n## Maximum truss span at truss spacing and spacing-dependent columns\n## Notes on double webs and excluded spans","[{\"question\":\"What live-load limits and concentrated load areas are used in the span tables?\",\"answer\":\"The tables state a permissible concentrated live load of 2.7 kN applied over a 0.3 m × 0.3 m area. Live loads are also provided by floor type, including Domestic and Office values.\"},{\"question\":\"How should framing sizes be selected when designing spans?\",\"answer\":\"Select framing sizes from the appropriate table, using the maximum allowance for the unfactored total dead load (0.85 kPa or upto 1 kPa as stated). Then verify the maximum span against the relevant live-load condition.\"},{\"question\":\"Are there special requirements or exclusions noted for certain spans?\",\"answer\":\"Yes. Notes indicate that spans under 2 m are not included. For shaded spans, double webs (DW) are required at end panels, and additional vertical webs are required at end panels for certain entries.\"}]","MASONS TYPICAL DETAIL APPENDIX - SPAN TABLE 1 - July 2024-v2 | PDF",1791869635,2,{"code":4,"msg":76,"data":77},"ok",{"site_id":69,"language":68,"slug":78,"title":59,"keywords":79,"description":60,"schema_data":80,"social_meta":134,"head_meta":136,"extra_data":138,"updated_unix":139},"masons-typical-detail-appendix-span-table-1-july-2024-v2","",{"@graph":81,"@context":133},[82,96,116],{"@type":83,"itemListElement":84},"BreadcrumbList",[85,89,91,94],{"item":86,"name":87,"@type":88,"position":9},"https://docshare.wps.com","Home","ListItem",{"item":90,"name":10,"@type":88,"position":74},"https://docshare.wps.com/template/",{"item":92,"name":46,"@type":88,"position":93},"https://docshare.wps.com/template/paper-templates/",3,{"item":95,"name":59,"@type":88,"position":66},"https://docshare.wps.com/template/masons-typical-detail-appendix-span-table-1-july-2024-v2/568151/",{"url":95,"name":59,"@type":97,"image":98,"author":103,"headline":59,"publisher":105,"fileFormat":108,"inLanguage":68,"description":60,"dateModified":109,"datePublished":110,"encodingFormat":108,"isAccessibleForFree":111,"interactionStatistic":112},"DigitalDocument",{"url":99,"@type":100,"width":101,"height":102},"https://docshare.wps.com/thumbnails/masons-typical-detail-appendix-span-table-1-july-2024-v2/568151.png","ImageObject",442,249,{"name":57,"@type":104},"Person",{"url":86,"name":106,"@type":107},"DocShare","Organization","application/pdf","2026-10-15","2026-10-13",true,{"@type":113,"interactionType":114,"userInteractionCount":9},"InteractionCounter",{"@type":115},"ViewAction",{"@type":117,"mainEntity":118},"FAQPage",[119,125,129],{"name":120,"@type":121,"acceptedAnswer":122},"What live-load limits and concentrated load areas are used in the span tables?","Question",{"text":123,"@type":124},"The tables state a permissible concentrated live load of 2.7 kN applied over a 0.3 m × 0.3 m area. Live loads are also provided by floor type, including Domestic and Office values.","Answer",{"name":126,"@type":121,"acceptedAnswer":127},"How should framing sizes be selected when designing spans?",{"text":128,"@type":124},"Select framing sizes from the appropriate table, using the maximum allowance for the unfactored total dead load (0.85 kPa or upto 1 kPa as stated). Then verify the maximum span against the relevant live-load condition.",{"name":130,"@type":121,"acceptedAnswer":131},"Are there special requirements or exclusions noted for certain spans?",{"text":132,"@type":124},"Yes. Notes indicate that spans under 2 m are not included. For shaded spans, double webs (DW) are required at end panels, and additional vertical webs are required at end panels for certain entries.","https://schema.org",{"og:url":95,"og:type":135,"og:title":59,"og:site_name":106,"og:description":60},"article",{"robots":137,"canonical":95},"index,follow",{"doc_id":55,"site_id":69},1792065644]