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The content specifies construction and detailing requirements such as written dimensions, prohibition on scaling from prints, immediate reporting of discrepancies to the engineer, contractor inspection/verification, and reading the drawing with related documents. It sets execution and material parameters including excavation depth below natural ground level, footing tie beam alignment, concrete grade M-20, steel grade Fe-500 (TMT), reinforcement cover requirements, soil bearing capacity, and supervision by the engineer.",{"@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/architecture-structural-drawings-section-at-y-y-construction-notes/664034/",{"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/architecture-structural-drawings-section-at-y-y-construction-notes/664034.png","ImageObject",300,407,{"name":92,"@type":93},"Theodore","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-29",true,{"@type":102,"interactionType":103,"userInteractionCount":8},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What is the rule for using dimensions on this drawing?","Question",{"text":112,"@type":113},"Only written dimensions must be followed, and drawings shall not be measured as per the given scale.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"How should discrepancies or omissions be handled?",{"text":117,"@type":113},"Any discrepancy or omission found must be reported immediately to the engineer, and the contractor must inspect and verify all given dimensions and levels before execution.",{"name":119,"@type":110,"acceptedAnswer":120},"Which concrete and steel grades are specified?",{"text":121,"@type":113},"Concrete grade is M-20 and steel grade is Fe-500 (TMT).","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},664034,1793237279,{"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":8,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":34,"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":143},7971461740886,"https://ap-avatar.wpscdn.com/davatar_3d24733baf745e90a7e4bdd5f77d97b2","| \u003Cbr>|  | | |  |  | |  | | |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| H | \u003Cbr>\u003Cbr>SECTION AT : Y-Y\u003Cbr>1. Only written Dimensions to be followed .\u003Cbr>2. Drawings shall not be measured as per the Given Scale\u003Cbr>3. If any Discrepancy or omission found in this Drawings shall be reported immediately to the Engineer.\u003Cbr>4. The Contractor shall inspect & verify all the given dimensions & levels in this drawings and shall Coordinate with actual site\u003Cbr>.conditions. Any Discrepancy found shall be brought to notice of the Engineer in Charge before execution of the work at site.\u003Cbr>5. This drawing shall be read in conjunction with all other Drawings and documents.\u003Cbr>6. Excavation shall be done 7'-0\" below the Natural Ground Level.\u003Cbr>7. All the Footing Tie Beam shall be placed at the same level.\u003Cbr>8. Strictly prohibited for the placement of beam after footing concreting work.\u003Cbr>9. All Footing and Lower Tie Beam shall be Concreted at the sametime.\u003Cbr>10. Concrete Grade shall be M-20 .\u003Cbr>11. Steel Grade shall be Fe-500 (TMT) .\u003Cbr>12. Clear Cover shall be 2\" .\u003Cbr>13. Cover Block shall be used before concreting.\u003Cbr>14. Soil Bearing Capacity is taken as 120KN/m2 .\u003Cbr>15. All the Reinforcement and Concreting work shall be performed in Supervision of the Engineer.\u003Cbr>1. Only written Dimensions to be followed.\u003Cbr>2. Drawings shall not be measured as per the Given Scale.\u003Cbr>3. If any Discrepancy or omission found in this Drawings shall be reported immediately to the Engineer.\u003Cbr>4. The Contractor shall inspect & verify all the given dimensions & levels in this drawings and shall Coordinate with actual site conditions. Any Discrepancy found shall be brought to notice of the Engineer in Charge before execution of the work at site.\u003Cbr>5. This drawing shall be read in conjunction with all other Drawings and documents.\u003Cbr>6. Concrete Grade shall be M-20 .\u003Cbr>7. Steel Grade shall be Fe-500 (TMT) .\u003Cbr>8. Clear Cover shall be 1~~-12~~\"\u003Cbr>9. Cover Block shall be used before concreting.\u003Cbr>10. Lateral Ties at lapped section shall not be placed more than 6\" .\u003Cbr>11. Hook of Lateral Ties shall not be less than Ten (10) times Diameter of Lateral Ties.\u003Cbr>12. Not more than Half of the Column Bars shall be lapped at the Section.\u003Cbr>13. 8mmØ Lateral Ties @ 4\" c/c upto Z+H at Joint and 6\" c/c in the Middle Section.\u003Cbr>14. Atleast Two (2) Ring or as per the design Strictly place 8mmØ Lateral Ties in the Joint of Beam and Column.\u003Cbr>15. Hooks in Lateral Ties shall be bent at 135° .\u003Cbr>16. Lapping of Longitudinal Reinforcement in Column shall be done atthe mid height in each storey.\u003Cbr>17. All the Reinforcement and Concreting work shall be performed in Supervision of the Engineer.\u003Cbr>1. Only written Dimensions to be followed.\u003Cbr>2. Drawings shall not be measured as per the Given Scale.\u003Cbr>3. If any Discrepancy or omission found in this Drawings shall be reported immediately to the Engineer.\u003Cbr>4. The Contractor shall inspect & verify all the given dimensions & levels in this drawings and shall Coordinate with actual site conditions. Any Discrepancy found shall be brought to notice of the Engineer in Charge before execution of the work at site.\u003Cbr>5. This drawing shall be read in conjunction with all other Drawings and documents.\u003Cbr>6. Concrete Grade shall be M-20 .\u003Cbr>7. Steel Grade shall be Fe-500 (TMT) .\u003Cbr>8. Clear Cover shall be 1\" .\u003Cbr>9. Cover Block shall be used before concreting.\u003Cbr>10. Lap Length shall not be less than Bar Development Length in Tension.\u003Cbr>11. Not more than 50% of the Bars shall be spliced at one section.\u003Cbr>12. Lap Splice shall not be provide\u003Cbr>12.1 Within a Joint.\u003Cbr>12.2 Within a Distance 2d (d: effective depth) from Joint Face.\u003Cbr>12.3 Within a Quarter Length of the member.\u003Cbr>13. The bar shall be symmetrically placed about the vertical center line of the beam.\u003Cbr>14. Where Bars of different Diameter are placed in a single row Larger are placed on the outer side.\u003Cbr>15. A","cbCailcabdyG0Wfp","https://ap.wps.com/l/cbCailcabdyG0Wfp","pdf",7343135,"English","# Section at Y-Y\n## Dimensioning and drawing usage\n## Execution, inspection, and supervision\n## Excavation, footing, and tie beam requirements\n## Concrete and steel grades\n## Reinforcement, cover blocks, and lapping rules\n## Soil bearing capacity and detailing constraints","[{\"question\":\"What is the rule for using dimensions on this drawing?\",\"answer\":\"Only written dimensions must be followed, and drawings shall not be measured as per the given scale.\"},{\"question\":\"How should discrepancies or omissions be handled?\",\"answer\":\"Any discrepancy or omission found must be reported immediately to the engineer, and the contractor must inspect and verify all given dimensions and levels before execution.\"},{\"question\":\"Which concrete and steel grades are specified?\",\"answer\":\"Concrete grade is M-20 and steel grade is Fe-500 (TMT).\"}]","Architecture-Structural-Drawings - Section at Y-Y - Construction Notes | PDF",18]