[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663514-105":59,"doc-detail-663514-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","669-2015-drawing-s01-general-notes-concrete-footing-and-cast-in-place-concrete-plan-sections","669-2015 Drawing S01 - General Notes Concrete Footing and Cast-in-Place Concrete Plan Sections","","Technical construction drawing sheet containing general notes and detailed specification requirements for concrete elements, including concrete footings, walls, landings, and ramps. The notes reference Canada’s National Building Code of Canada 2010 edition with Manitoba amendments, require verification of underground utilities before construction, and set concrete mix parameters such as exposure class S-1, 28-day compressive strength 35 MPa, slump and air content limits, water/cement ratio, and concrete cover of 50 mm. Reinforcing steel conformance and placement rules are also specified, including CSA standards, lap lengths, splice locations, and cleanliness requirements prior to casting.",{"@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/669-2015-drawing-s01-general-notes-concrete-footing-and-cast-in-place-concrete-plan-sections/663514/",{"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/669-2015-drawing-s01-general-notes-concrete-footing-and-cast-in-place-concrete-plan-sections/663514.png","ImageObject",300,407,{"name":92,"@type":93},"Valentina","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":14},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What regulations and amendments govern the design in this drawing?","Question",{"text":112,"@type":113},"Design follows the National Building Code of Canada, 2010 edition, plus Manitoba amendments.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What are the key concrete mix and durability parameters listed?",{"text":117,"@type":113},"Concrete exposure class is S-1, 28-day minimum compressive strength is 35 MPa, air content is 5–8%, maximum water/cement ratio is 0.40, and concrete cover is 50 mm unless otherwise stated.",{"name":119,"@type":110,"acceptedAnswer":120},"What requirements apply to reinforcing steel and lap splices?",{"text":121,"@type":113},"Reinforcing steel must conform to CSA G30.18M, grade 400W, and laps in bars must be at least 40 bar diameters; splices not shown are to be placed at points of minimum stress, with reinforcing cleaned before concrete placement.","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},663514,1793228800,{"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":14,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":8,"language":139,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":67,"update_tm":129,"read_time":81},13056703020460,"https://ap-avatar.wpscdn.com/avatar/be000253dac470eee5d?_k=1778207105932848923","GENERAL NOTES:  \n1. DESIGN IS IN ACCORDANCE WITH THE NATIONAL BUILDING CODE OF CANADA, 2010 EDITION PLUS MANITOBA AMENDMENTS.  \n2. CONTRACTOR TO VERIFY UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION.  \n882  \nOUTLINE OF CONCRETE FOOTING BELOW  \n1670  \n2617 (CIP CONCRETE LANDING)  \nȭ OF DOOR  \n1735  \n4350 (CIP CONCRETE RAMP)  \nEXISTING DOOR ACCESS BUTTON  \nOUTLINE OF CONCRETE WALL BELOW  \nHANDRAIL. SEE DTL. 4/L3 .1  \nFACE OF EXISTING BUILDING  \nDETECTABLE STRIP. SEE DTL. 5/L4 .1  \nCAST IN PLACE CONCRETE:  \n1. TO BE READ IN CONJUNCTION WITH CW 2160 AND AS AMENDED IN ACCORDANCE WITH THESE NOTES.  \n2. CONCRETE MIX:  \na. CLASS OF EXPOSURE: S-1  \nb. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 35MPa  \nc. MAXIMUM SLUMP: 􀀛􀀓PP 􀂓 􀀕􀀓PP  \nd. AIR CONTENT: 5-8%  \ne. MAXIMUM WATER/CEMENT RATIO: 0.40  \n4. CONCRETE COVER = 50mm UNLESS OTHERWISE STATED.  \n5. ALL EXTERIOR CORNERS CHAMFERED 20mm.  \nREINFORCING STEEL:  \n1. TO BE READ IN CONJUNCTION WITH CW 2160 AND AS AMENDED IN ACCORDANCE WITH THESE NOTES.  \n2. ALL REINFORCING STEEL SHALL CONFORM TO CSA G30 . 18M, GRADE 400W.  \n3. ALL CONCRETE REINFORCING WORK SHALL BE PERFORMED IN ACCORDANCE WITH CSA A23 .1.  \n4. LAPS IN BARS SHALL BE AT LEAST 40 BAR DIAMETERS, REINFORCING SPLICES NOT INDICATED IN THE DRAWINGS SHALL BE LOCATED AT POINTS OF MINIMUM STRESS.  \n5. BEFORE PLACING CONCRETE, REINFORCING TO BE CLEAN, FREE OF LOOSE SCALE, DIRT OR OTHER FOREIGN MATTER THAT WOULD REDUCE OR PREVENT BOND TO THE CONCRETE.  \nHANDRAIL. SEE DTL. 4 /L3 .1  \nOUTLINE OF CONCRETE FOOTING BELOW  \nOUTLINE OF CONCRETE WALL BELOW  \nCONCRETE LANDING  \nSEE SECTIONS, THIS SHEET  \nCONCRETE RAMP  \nSEE SECTIONS, THIS SHEET  \nRORIE STREET  \n1 PLAN  \nS01 SCALE : 1:20  \nFACE OF BUILDING  \nHANDRAIL & POST SEE DTL. 4/L3 .1 HANDRAIL & POST SEE DTL. 4/L3 .1  \n882 ȭ OF DOOR HANDRAIL & POST SEE DTL. 4/L4 .1 1270  \nHANDRAIL & POST SEE DTL. 4/L3 .1  \nCIP CONCRETE WALL  \nINDICATOR STRIP-ENDICOTT PAVER. SEE DTL. 2/L4 .1  \nDETECTABLE STRIP. SEE DTL. 5/L4 .1  \nDETECTABLE STRIP. SEE DTL. 5/L4 .1  \nCIP CONC. SIDEWALK  \n150 CIP  \nCIP CONC. SIDEWALK  \n10M @ 200  \n300 200 300 200  \nCOMPACTED SUBGRADECIP CONCRETE WALL  \nCOMPACTED BASE  \n10M @ 200  \n300  \nCIP CONC. LANDING SLAB 10M @ 200  \n10M @ 300  \n250  \n250  \n150  \n10M @ 200  \n300 200 300 10M @ 200  \nINDICATOR STRIP-ENDICOTT PAVERSEE DTL. 2/L4 .1  \nCIP CONC. SIDEWALK  \n200 200 350  \nCOMPACTED GRANULAR FILL  \nCOMPACTED SUBGRADE  \n2  \nS01  \nSECTION A-A-LANDING AND RAMP SCALE : 1:20  \n3  \nS01  \nSECTION SCALE : 1:20  \nB-B-LANDING  \n%GTVKHKECVG QH \\#WVJQTK\\CVKQP  \n0Q􀀐 􀀖􀀗􀀕􀀓  \nMMM Group Limited. Suite 111-93 Lombard Ave.  \nWinnipeg, MB R3B 3B1  \nt. 204.943.3178  \nf. 204.943.4948 [www.mmm.ca](www.mmm.ca)","cbCaimV7KXW6thK6","https://ap.wps.com/l/cbCaimV7KXW6thK6","pdf",685705,"English","# General Notes\n## Concrete Footing and Wall Outline\n## Cast-in-Place Concrete Specifications\n## Reinforcing Steel Requirements\n## Plan and Section References","[{\"question\":\"What regulations and amendments govern the design in this drawing?\",\"answer\":\"Design follows the National Building Code of Canada, 2010 edition, plus Manitoba amendments.\"},{\"question\":\"What are the key concrete mix and durability parameters listed?\",\"answer\":\"Concrete exposure class is S-1, 28-day minimum compressive strength is 35 MPa, air content is 5–8%, maximum water/cement ratio is 0.40, and concrete cover is 50 mm unless otherwise stated.\"},{\"question\":\"What requirements apply to reinforcing steel and lap splices?\",\"answer\":\"Reinforcing steel must conform to CSA G30.18M, grade 400W, and laps in bars must be at least 40 bar diameters; splices not shown are to be placed at points of minimum stress, with reinforcing cleaned before concrete placement.\"}]","669-2015 Drawing S01 - General Notes Concrete Footing and Cast-in-Place Concrete Plan Sections | PDF"]