[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663418-105":59,"doc-detail-663418-en":130},{"code":4,"msg":5,"data":6},0,"success",[7,13,18,23,28,33,38,43,48,51,55],{"id":8,"doc_module":4,"doc_module_name":9,"category_name":10,"show_sort_weight":11,"slug":12},1,"Document","Story & Novel",90,"story-novel",{"id":14,"doc_module":4,"doc_module_name":9,"category_name":15,"show_sort_weight":16,"slug":17},2,"Literature",80,"literature",{"id":19,"doc_module":4,"doc_module_name":9,"category_name":20,"show_sort_weight":21,"slug":22},4,"Exam",70,"exam",{"id":24,"doc_module":4,"doc_module_name":9,"category_name":25,"show_sort_weight":26,"slug":27},5,"Comic",60,"comic",{"id":29,"doc_module":4,"doc_module_name":9,"category_name":30,"show_sort_weight":31,"slug":32},6,"Technology",50,"technology",{"id":34,"doc_module":4,"doc_module_name":9,"category_name":35,"show_sort_weight":36,"slug":37},7,"Healthcare",40,"healthcare",{"id":39,"doc_module":4,"doc_module_name":9,"category_name":40,"show_sort_weight":41,"slug":42},8,"Research & Report",30,"research-report",{"id":44,"doc_module":4,"doc_module_name":9,"category_name":45,"show_sort_weight":46,"slug":47},9,"Religion & Spirituality",20,"religion-spirituality",{"id":46,"doc_module":4,"doc_module_name":9,"category_name":49,"show_sort_weight":46,"slug":50},"World Cup","world-cup",{"id":52,"doc_module":4,"doc_module_name":9,"category_name":53,"show_sort_weight":52,"slug":54},10,"Lifestyle","lifestyle",{"id":56,"doc_module":4,"doc_module_name":9,"category_name":57,"show_sort_weight":24,"slug":58},19,"General","general",{"code":4,"msg":60,"data":61},"ok",{"site_id":62,"language":63,"slug":64,"title":65,"keywords":66,"description":67,"schema_data":68,"social_meta":123,"head_meta":125,"extra_data":127,"updated_unix":129},105,"en","amvic-icf-ca-design-guide-notes-design-parameters","AMVIC™ ICF CA Design Guide - Notes - Design Parameters","","AMVIC™ ICF CA Design Guide provides structural design guidance for residential buildings conforming to Part 9 of the 2015 National Building Code of Canada (NBCC). The guide explains how included design tables are derived from specific design parameters and cannot be used when construction fails to meet them. It specifies compliance with NBCC and local building codes and regulations, addresses resistance to gravity, wind, and earthquake forces, and limits design to one floor below grade and up to two stories above grade.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/amvic-icf-ca-design-guide-notes-design-parameters/663418/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/amvic-icf-ca-design-guide-notes-design-parameters/663418.png","ImageObject",300,407,{"name":92,"@type":93},"noah","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":81},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What conditions must be met for the design tables in Section 1 to be valid?","Question",{"text":112,"@type":113},"The tables are based on the parameters in Section 1 and cannot be used if the proposed construction does not meet all parameters provided in that section.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Which codes and regulations does the design guide conform to?",{"text":117,"@type":113},"It is designed in accordance with the 2015 NBCC and reviewed for conformance with Ontario, Nova Scotia, Alberta, British Columbia, Manitoba, Saskatchewan, and New Brunswick building code requirements as listed in the guide.",{"name":119,"@type":110,"acceptedAnswer":120},"What is the permitted building height range for the designs covered by the tables?",{"text":121,"@type":113},"Design is limited to one (1) floor below grade and a maximum of two (2) stories above grade.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},663418,1793227631,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":81,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":129,"read_time":144},1099529839121,"https://ap-avatar.wpscdn.com/davatar_994ba38a5ba835b3df7d355c54d3ed8d","CA DESIGN GUIDE  \nAMVIC™ ICF  \nAmvic ™ ICF CA Design Guide  \nPROTECTIVE FOAM SOLUTIONS  \nINNOVATIVE INSULATION CONSTRUCTION SOLUTIONS FOR ENERGY EFFICIENT AND COMFORTABLE BUILDINGS  \n17 AuGust 2023  \nCA DESIGN GUIDE  \nAMVIC™ ICF  \nTable of Contents  \nSection 1-Notes .......................................................................................................................................................... 3  \nSection 1.1-Design Parameters ........................................................................................................................... 4  \nSection 1.2-Construction ..................................................................................................................................... 5  \nSection 1.3-Concrete ........................................................................................................................................... 6  \nSection 1.4-Reinforcing Steel .............................................................................................................................. 6  \nSection 2-Above Grade and Below Grade Walls ......................................................................................................... 7  \nSection 2.1-Distributed Reinforcing Steel ............................................................................................................ 7  \nSection 2.2-Shear Walls........................................................................................................................................ 8  \nSection 2.3-Concentrated Point Loads ................................................................................................................. 8  \nSection 2.4-Window and Door Openings ............................................................................................................. 9  \nSection 2.4.1-Lintels ...................................................................................................................................... 9  \nSection 2.6-Stair Openings ................................................................................................................................. 10  \nSection 2.7-Special Case Foundation Walls ........................................................................................................ 10  \nSection 2.7.1-Laterally Supported Foundation Wall with Wood Framing Above ......................................... 11  \nSection 2.7.2-Laterally Unsupported Foundation Wall with Wood Framing Above .................................... 11  \nSection 2.7.3-Frost Walls ............................................................................................................................. 11  \nSection 3-Masonry Veneer and Brick Ledge ............................................................................................................. 11  \nSection 4-Footing Dowels ......................................................................................................................................... 12  \nSection 5-Details and Tables ..................................................................................................................................... 14  \nList of Details and Tables ..................................................................................................................................... 14  \nAppendix .................................................................................................................................................................... 77  \n2  \nCA DESIGN GUIDE  \nAMVIC™ ICF  \nSection 1-Notes  \nThe design tables included in this section were determined based on the parameters provided in this section. These tables cannot be used if the proposed construction does not meet all the parameters provided in this section.  \nDate: February 21, 2020.  \n176 Speedvale Avenue West Guelph, Ontario N1H 1C3  \nTel: 519.763.2000  \nwww.tacomaengineers.com  \nTacoma Engineers has completed the ","cbCaig4pnFzuHWPx","https://ap.wps.com/l/cbCaig4pnFzuHWPx","pdf",6317758,114,"English","# Section 1-Notes\n## Section 1.1-Design Parameters\n## Section 1.2-Construction\n## Section 1.3-Concrete\n## Section 1.4-Reinforcing Steel\n# Section 2-Above Grade and Below Grade Walls\n## Section 2.1-Distributed Reinforcing Steel\n## Section 2.2-Shear Walls\n## Section 2.3-Concentrated Point Loads\n## Section 2.4-Window and Door Openings\n## Section 2.4.1-Lintels\n## Section 2.6-Stair Openings\n## Section 2.7-Special Case Foundation Walls\n## Section 2.7.1-Laterally Supported Foundation Wall with Wood Framing Above\n## Section 2.7.2-Laterally Unsupported Foundation Wall with Wood Framing Above\n## Section 2.7.3-Frost Walls\n# Section 3-Masonry Veneer and Brick Ledge\n# Section 4-Footing Dowels\n# Section 5-Details and Tables\n# Appendix","[{\"question\":\"What conditions must be met for the design tables in Section 1 to be valid?\",\"answer\":\"The tables are based on the parameters in Section 1 and cannot be used if the proposed construction does not meet all parameters provided in that section.\"},{\"question\":\"Which codes and regulations does the design guide conform to?\",\"answer\":\"It is designed in accordance with the 2015 NBCC and reviewed for conformance with Ontario, Nova Scotia, Alberta, British Columbia, Manitoba, Saskatchewan, and New Brunswick building code requirements as listed in the guide.\"},{\"question\":\"What is the permitted building height range for the designs covered by the tables?\",\"answer\":\"Design is limited to one (1) floor below grade and a maximum of two (2) stories above grade.\"}]","AMVIC™ ICF CA Design Guide - Notes - Design Parameters | PDF",287]