[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-651152-105":3,"detail-sidebar-cat-0-en-105":74,"doc-detail-651152-en":124},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":67,"head_meta":69,"extra_data":71,"updated_unix":73},105,"en","endblock-rebar-detail-notes","ENDBLOCK REBAR DETAIL - Notes","","Reinforcement detail drawings specifying conventional reinforcing steel bar arrangements for concrete works under SANS 920:2005. The notes require heavy duty hot-dip galvanization after cutting and bending in accordance with SANS 121:2000, targeting a minimum zinc coating thickness of 105 microns or more. Minimum concrete cover to reinforcement is set at 40mm, with emphasis on correct cover block number and placement to maintain cover during concreting. Includes elevation, section, and grid layout views with scale references.",{"@graph":14,"@context":66},[15,34,49],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & Report",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/document/endblock-rebar-detail-notes/651152/",4,{"url":32,"name":10,"@type":35,"author":36,"headline":10,"publisher":39,"fileFormat":42,"inLanguage":8,"description":12,"dateModified":43,"datePublished":43,"encodingFormat":42,"isAccessibleForFree":44,"interactionStatistic":45},"DigitalDocument",{"name":37,"@type":38},"Alex Sinclair","Person",{"url":19,"name":40,"@type":41},"DocShare","Organization","application/pdf","2026-10-24",true,{"@type":46,"interactionType":47,"userInteractionCount":4},"InteractionCounter",{"@type":48},"ViewAction",{"@type":50,"mainEntity":51},"FAQPage",[52,58,62],{"name":53,"@type":54,"acceptedAnswer":55},"What standard governs the conventional reinforcing steel bars?","Question",{"text":56,"@type":57},"The reinforcement detailed on the drawing is specified for conventional reinforcing steel bars to SANS 920:2005.","Answer",{"name":59,"@type":54,"acceptedAnswer":60},"What galvanizing requirement applies after cutting and bending?",{"text":61,"@type":57},"After cutting and bending, all reinforcement must be heavy duty hot-dip galvanized to SANS 121:2000 with a zinc coat thickness of at least 105 microns.",{"name":63,"@type":54,"acceptedAnswer":64},"What is the minimum concrete cover to reinforcement and why is it critical?",{"text":65,"@type":57},"Minimum concrete cover to reinforcement is 40mm. Correct cover block number and positioning are required to ensure the minimum cover is maintained during concreting.","https://schema.org",{"og:url":32,"og:type":68,"og:title":10,"og:site_name":40,"og:description":12},"article",{"robots":70,"canonical":32},"index,follow",{"doc_id":72,"site_id":7},651152,1792866177,{"code":4,"msg":75,"data":76},"success",[77,81,85,89,94,99,104,108,113,116,120],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":78,"show_sort_weight":79,"slug":80},"Story & 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NF\u003Cbr>7Y12-951(a-g)-125 NF 1Y12-952-125 NF 4Y12-952(a-d)-175 NF\u003Cbr>INSIDE ELEVATION (VERTICAL BARS) SCALE 1:15\u003Cbr>OUTSIDE ELEVATION (VERTICAL BARS) SCALE 1:15\u003Cbr>\u003Cbr>\u003Cbr>985\u003Cbr>\u003Cbr>3Y16-985-100 NF 1Y16-996-200\u003Cbr>T2\u003Cbr>996\u003Cbr>\u003Cbr>2Y12-992-100 T2 2Y12-993-200 NF\u003Cbr>~~ ~~ 7Y12-987-150 NF\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>3Y12-986-150\u003Cbr>NF\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>1Y12-990-200 NF\u003Cbr>1Y12-979-200 NF\u003Cbr>\u003Cbr>\u003Cbr>7R10-971-150 NF 7R10-970-150 NF\u003Cbr> 1Y12-991-200 NF 991\u003Cbr>D\u003Cbr>C \u003Cbr>4Y12-988-150 NF\u003Cbr> R 10-970-150 L 1 \u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>SECTION 1 SCALE 1:15 \u003Cbr>SECTION 2 SCALE 1:15 \u003Cbr>SECTION 3 SCALE 1:15\u003Cbr>Y 12-987-150 NF L1 R 10-970-150 NF L1\u003Cbr>\u003Cbr>\u003Cbr>Y 12-972-150 FF L1 Y 12-975-150 FF L1 Y 12-982-150 FF L1\u003Cbr>\u003Cbr>\u003Cbr>Y16-996-200 T2\u003Cbr>Y16-994-200 T2\u003Cbr>Y12-991-200 AS\u003Cbr>Y12-967f-200 T1\u003Cbr>Y20-953f-125 L2\u003Cbr>Y12-951f-125 L2\u003Cbr>Y 12-987-150 NF L1\u003Cbr>\u003Cbr>Y 12-972-150 FF L 1 Y 12-975-150 FF L1 Y 12-982-150 FF L1\u003Cbr>\u003Cbr>\u003Cbr>Y16-996-200 T2\u003Cbr>Y16-994-200 T2\u003Cbr>Y12-991-200 AS\u003Cbr>Y12-967g-200 T1\u003Cbr>Y20-953g-125 L2 Y12-980-100 L3\u003Cbr>Y12-951g-125 L2\u003Cbr>Y12-976-200 L3\u003Cbr>Y12-974-150 L3\u003Cbr>Y12-974-150 L3\u003Cbr>Y12-974-150 L3\u003Cbr>Y 12-986-150 NF L1 Y 12-987-150 NF L2\u003Cbr>\u003Cbr>Y 12-987-150 NF L3 Y 12-988-150 NF L2\u003Cbr>Y 12-972-150 FF L 1 Y 12-975-150 FF L1 Y 12-982-150 FF L1\u003Cbr>\u003Cbr>SECTION 6 SCALE 1:15\u003Cbr>SECTION 7 SCALE 1:15 \u003Cbr>\u003Cbr>Y 12-987-150 NF L1 R 10-970-150 NF L1\u003Cbr>\u003Cbr>\u003Cbr>Y 12-972-150 FF L1 Y 12-975-150 FF L1 Y 12-982-150 F\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>SECTION 8 SCALE 1:15\u003Cbr>Y 12-987-150 NF L1 R 10-970-150 NF L1\u003Cbr>\u003Cbr>\u003Cbr>Y 12-972-150 FF L1 Y 12-975-150 FF L1 Y 12-982-150 F\u003Cbr>\u003Cbr>\u003Cbr>SECTION 5 SCALE 1:15 \u003Cbr>Y 12-972-150 FF L 1 Y 12-975-150 FF L1 Y 12-982-150 FF L1\u003Cbr>\u003Cbr>\u003Cbr>Y16-996-200 T2\u003Cbr>Y16-994-200 T2\u003Cbr>Y12-968b-200 T1\u003Cbr>Y12-984-200 AS\u003Cbr>Y12-957a-175 L1\u003Cbr>Y12-958-200 L2\u003Cbr>Y12-993-200 NF\u003Cbr>Y12-993-200 NF 1Y12-966-200 AS Y12-959-175 L4\u003Cbr>Y12-976-200 L3\u003Cbr>Y12-974-150 L3\u003Cbr>Y12-974-150 L3\u003Cbr>Y12-974-150 L3\u003Cbr>Y12-952a-125 AS Y20-953i-125 L2\u003Cbr>SECTION 9 SCALE 1:15\u003Cbr>INSIDE ELEVATION (HORIZONTAL BARS) SCALE 1:15\u003Cbr>~~ ~~ R10-971-150 AS\u003Cbr>~~ ~~ Y12-987-150 AS\u003Cbr>~~ ~~ Y12-986-150 AS\u003Cbr>\u003Cbr>SECTION A-A SCALE 1:15 \u003Cbr>\u003Cbr>\u003Cbr>R10-971-150 AS ~~ ~~ Y12-987-150 AS\u003Cbr>~~ ~~ Y12-988-150 AS ~~ ~~ Y12-989-125 AS\u003Cbr>\u003Cbr>\u003Cbr>Y12-976-200 AS\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>Y12-977-100 AS\u003Cbr>\u003Cbr>\u003Cbr>Y12-975-150 AS\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>R10-970-150 AS\u003Cbr>1Y12-978-100 AS\u003Cbr>SECTION B-B\u003Cbr>SCALE 1:15 \u003Cbr>3500  ~~ ~~~~75~~~~125~~~~125~~~~125~~~~125~~~~125~~~~125~~~~125~~~~125~~~~ ~~17~~5 ~~~~ 1~~7~~5 ~~~~ 1~~75 200 210190 200 200 200 200 200 200~~ ~~~~100 ~~\u003Cbr>\u003Cbr>\u003Cbr>GRID LAYOUT SCALE 1:15 \u003Cbr>\u003Cbr>\u003Cbr>Y 12-986-150 NF L1 Y 12-988-150 NF L2 Y 12-992-100 NF L2\u003Cbr>\u003Cbr>Y 12-973-150 FF L2 Y 12-982-150 FF L1\u003Cbr>\u003Cbr>\u003Cbr>Y16-996-200 T2\u003Cbr>Y16-995-200 T2\u003Cbr>Y12-968c-200 T1\u003Cbr>Y12-984-200 AS\u003Cbr>Y12-957b-175 L1 1Y12-966-200 AS Y12-993-200 NF\u003Cbr>Y12-993-200 NF\u003Cbr>Y12-959-175 L3\u003Cbr>Y12-980-100 L1\u003Cbr>Y12-981-200 L2\u003Cbr>Y12-976-200 L3\u003Cbr>Y12-974-150 L3\u003Cbr>Y12-974-150 L3\u003Cbr>Y12-974-150 L3\u003Cbr>Y12-954a-200 L1\u003Cbr>Y12-952b-125 AS\u003Cbr>Y 12-986-150 NF L1 Y 12-988-150 NF L2 Y 12-992-100 NF L2\u003Cbr>\u003Cbr>\u003Cbr>Y16-996-200 T2\u003Cbr>Y16-995-200 T2\u003Cbr>Y12-968d-200 T1\u003Cbr>Y12-984-200 AS\u003Cbr>Y12-957c-175 L1\u003Cbr>Y12-993-200 AS 1Y12-966-200 AS\u003Cbr>Y12-959-175 L3\u003Cbr>Y12-980-100 L2\u003Cbr>Y12-981-200 L2\u003Cbr>Y12-976-200 L3\u003Cbr>Y12-974-150 L3\u003Cbr>Y12-974-150 L3\u003Cbr>Y12-974-150 L3\u003Cbr>Y12-954b-200 L1\u003Cbr>Y12-952c-125 AS\u003Cbr>SECTION 10  SECTION 11\u003Cbr>SCALE 1:15 SCALE 1:15\u003Cbr>\u003Cbr>SECTION 14,15 SECTION 16\u003Cbr>SCALE 1:15 SCALE 1:15\u003Cbr>Y 12-986-150 NF L1 Y 12-988-150 NF L2 Y 12-992-100 NF L2\u003Cbr>\u003Cbr>\u003Cbr>Y 12-978-100 FF L2\u003Cbr>\u003Cbr>Y12-965-200 L1\u003Cbr>Y12-990-200 AS\u003Cbr>Y12-979-200 AS\u003Cbr>Y12-956c-200 L1\u003Cbr>Y12-964-200 L2\u003Cbr>Y12-952e-125 AS\u003Cbr>SECTION 17-21 SCALE 1:15 \u003Cbr>\u003Cbr>SECTION 13 SCALE 1:15\u003Cbr>NOTES\u003Cbr>1. THE REINFORCEMENT DETAILED ON THIS DRAWING IS FOR CONVENTIONAL REINFORCING STEEL BARS TO SANS 920:2005 .\u003Cbr>2. AFTER CUTTING AND BENDING, ALL REINFORCEMENT SHALL BE HEAVY DUTY H","cbCain7SfHCgUgdk","https://ap.wps.com/l/cbCain7SfHCgUgdk","pdf",336039,"English","# Inside Elevation (Vertical Bars)\n# Outside Elevation (Vertical Bars)\n# Inside Elevation (Horizontal Bars)\n# Grid Layout\n# Sections A-A, B-B, and Other Sections\n# Notes","[{\"question\":\"What standard governs the conventional reinforcing steel bars?\",\"answer\":\"The reinforcement detailed on the drawing is specified for conventional reinforcing steel bars to SANS 920:2005.\"},{\"question\":\"What galvanizing requirement applies after cutting and bending?\",\"answer\":\"After cutting and bending, all reinforcement must be heavy duty hot-dip galvanized to SANS 121:2000 with a zinc coat thickness of at least 105 microns.\"},{\"question\":\"What is the minimum concrete cover to reinforcement and why is it critical?\",\"answer\":\"Minimum concrete cover to reinforcement is 40mm. Correct cover block number and positioning are required to ensure the minimum cover is maintained during concreting.\"}]","ENDBLOCK REBAR DETAIL - Notes | PDF"]