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Provides technical guidance for concrete grade M20, steel grade Fe500D, design mix ratios, maximum water/cement ratio limits, reinforcement symbol conventions, clear concrete cover requirements for beams, slabs, columns, walls, pile cap and sump elements, and lapping/anchorage lengths. Includes site-verification rules, prohibition on scaling, load/check conditions, and instructions for handling discrepancies before construction.",{"@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/structural-drawing-title-page-structural-drawing/649137/",{"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/structural-drawing-title-page-structural-drawing/649137.png","ImageObject",300,407,{"name":92,"@type":93},"noah","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-25","2026-10-23",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 concrete grade and design mix are specified for RCC work?","Question",{"text":112,"@type":113},"M-20 is specified as the design mix for all RCC work, with stated mix ratio 1:1.5:3 and maximum W/C ratio requirements. The mix should be verified before casting and approved by the engineer.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What clear cover values are required for different structural elements?",{"text":117,"@type":113},"Clear cover is listed by element, including grade/plinth beam (25 mm), footing/pile cap bottom (75 mm), column (40 mm), footing/pile cap side (50 mm), roof beam (25 mm), roof slab (20 mm), and RCC wall/shear wall/sump (40 mm). Additional covers are given for pile side, sump bottom slab, and cover slab.",{"name":119,"@type":110,"acceptedAnswer":120},"Are there restrictions on drawing usage and construction execution?",{"text":121,"@type":113},"The notes state that the building is not designed for earthquake load, discrepancies must be brought to the consultant before execution, and RCC work should not be cast unless checked and confirmed by the site engineer. It also prohibits scaling and requires referring to figured dimensions.","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},649137,1792919371,{"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":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":144,"read_time":145},1099529839121,"https://ap-avatar.wpscdn.com/davatar_994ba38a5ba835b3df7d355c54d3ed8d","| STRUCTURAL DETAILS/DRAWINGS PROVIDED FOR GIVEN ARCH. DRAWINGS S. NO. DESCRIPTION DRAWING NO REMARKS 1. TECHNICAL NOTES ST/FD01/R0 ✓ 2. FLOOR PLAN ST/FD02/R0 ✓ 3. LAYOUT OF FOOTING ST/FD02/R0 ✓ 4. FOOTING DETAIL ST/FD03/R0 ✓ 5. LAYOUT OF COLUMN ST/CL01/R0 ✓ 6. COLUMN DETAIL ST/CL02/R0 ✓ 7. COLUMN LAPPING ST/CL03/R0 ✓ 8. GRADE BEAM LAYOUT ST/GB01/R0 ✓ 9. GRADE BEAM DETAIL-1 ST/GB02/R0 ✓ 10. GRADE BEAM DETAIL-2 ST/GB03/R0 ✓ 11. GRADE BEAM DETAIL-3 ST/GB04/R0 ✓ 12. BELT BEAM LAYOUT ST/BB01/R0 ✓ 13. GROUND FLOOR ROOF BEAM AND SLAB LAYOUT ST/GFB01/R0 ✓ 14. GROUND FLOOR ROOF BEAM DETAIL-1 ST/GFB02/R0 ✓ 15. GROUND FLOOR ROOF BEAM DETAIL-2 ST/GFB03/R0 ✓ 16. GROUND FLOOR ROOF SLAB DETAIL ST/GFB04/R0 ✓ 17. FIRST FLOOR ROOF BEAM AND SLAB LAYOUT ST/FFB01/R0 ✓ 18. FIRST FLOOR ROOF BEAM DETAIL-1 ST/FFB02/R0 ✓ 19. FIRST FLOOR ROOF BEAM DETAIL-2 ST/FFB03/R0 ✓ 20. FIRST FLOOR ROOF BEAM SLAB DETAIL ST/FFB04/R0 ✓ 21. STAIR CASE DETAIL ST/FFB02/R0 ✓ | NOTES GENERAL NOTES & TECHNICAL NOTES REFER SHEET [ST/TN01/RO]\u003Cbr>1.GRADE OF CONCRETE :\u003Cbr>M20- ( DESIGN MIX ) (AS PER IS 456-2000)\u003Cbr>2.GRADE OF STEEL-Fe500D (AS PER IS 1786-2008)\u003Cbr>3.ANY DISCREPANCY FOUND IN THESE DRAWING SHOULD BE BROUGHT THE CONSULTANT ENGINEER NOTICE BEFORE EXECUTION.\u003Cbr>4. DO NOT CAST ANY R.C.C WORK UNLESS IT IS CHECKED AND CONFIRMED BY SITE ENGINEER.\u003Cbr>5. DESIGN OF PROPPING, SHUTTERING AND CONCRETE MIX IS CONTRACTOR OR CLIENT OR SITE PERSON RESPONSIBILITY.\u003Cbr>6.CLEAR COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS:-\u003Cbr>A) GRADE / PLINTH BEAM :25 MM (1\")\u003Cbr>B) FOOTING / PILE CAP-BOTTOM :75 MM (3\")\u003Cbr>C) COLUMN :40 MM (1-1/2\")\u003Cbr>D) FOOTING / PILE CAP-SIDE :50 MM (2\")\u003Cbr>E) ALL ROOF BEAM :25 MM (1\")\u003Cbr>F)ALL ROOF SLAB :20 MM (3/4\")\u003Cbr>G) R.C.C WALL (SHEAR WALL,SUMP):40 MM (1-1/2\")\u003Cbr>H)PILE SIDE\u003Cbr>I)SUMP BOTTOM SLAB\u003Cbr>J)COVER SLAB\u003Cbr>:50 MM (2\")\u003Cbr>:40 MM (1-1/2\")\u003Cbr>:25 MM (1\")\u003Cbr>7.ASSUMED S. B.C OF THE SOIL IS CONSIDERED IS 20 T/M² AT 2M DEPTH. IF ANY LOOSE SAME SHALL BE STRATA FOUND THE INFORMED TO THE STRUCTURAL CONSULTANT BEFORE EXECUTION.\u003Cbr>8. REINFORCEMENT SYMBOL IS : -\u003Cbr>A) Y OR O HIGH YIELD STRENGTH BARS OF MINIMUM YIELD STRENGTH IS 500 N/MM² .\u003Cbr>B) R OR O MILD STEEL OF MINIMUM YIELD STRENGTH IS 250 N/MM²\u003Cbr>9. DO NOT SCALE THE DRAWING,REFER FIGURED DIMENSIONS\u003Cbr>10. LAPPING OR ANCHORAGE LENGTH\u003Cbr>A) BEAM AND SLAB = 60 X DIA OF BAR\u003Cbr>B) COLUMN = 48 X DIA OF BAR\u003Cbr>11.FOUNDATION IS DESIGNED FOR  G + 2 DESIGN LOADS:\u003Cbr>1. FLOOR SLAB-2.5 kN/Sq. M\u003Cbr>2. ROOF SLAB -1.5 kN/Sq. M NOTES: THIS DRAWING IS VALID ONLY IF\u003Cbr>CONSULTANT CHECK AT SITE \u003Cbr>\u003Cbr>M-STRUCTURES S T R U C T U R A L C O N S U L T A N T\u003Cbr>\u003Cbr>MSTRUCT E@GMAIL. COM\u003Cbr>FOR QUERIES: 8270017322 9345700173\u003Cbr>9360945808\u003Cbr>CLIENT: \u003Cbr>SURVEY NO: BLOCK NO: USE:\u003Cbr>RESIDENT TITLE:\u003Cbr>STRUCTURAL DRAWING\u003Cbr>TITLE PAGE\u003Cbr>DESIGNED: CHECKED: DATE: SHEIK JAMEEL MAR 2024 DRAWN:\u003Cbr>SHEIK\u003Cbr>APPROVED:\u003Cbr>JAMEEL\u003Cbr>\u003Cbr>\u003Cbr>PROJECT NO:\u003Cbr>MS/2024/320\u003Cbr>DRAWING NO:\u003Cbr>ST/TP01/R0 |\n| --- | --- |\n\n\n| | NOTES GENERAL NOTES & TECHNICAL NOTES REFER SHEET [ST/TN01/RO]\u003Cbr>1.THIS BUILDING IS NOT DESIGNED FOR EARTHQUAKE LOAD.\u003Cbr>2.ANY DISCREPANCY FOUND IN THESE DRAWING SHOULD BE BROUGHT THE CONSULTANT ENGINEER NOTICE BEFORE EXECUTION.\u003Cbr>3. DO NOT CAST ANY R.C.C WORK UNLESS IT IS CHECKED AND CONFIRMED BY SITE ENGINEER.\u003Cbr>4. DESIGN OF PROPPING, SHUTTERING AND CONCRETE MIX IS CONTRACTOR OR CLIENT OR SITE PERSON RESPONSIBILITY.\u003Cbr>5.CLEAR COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS:-\u003Cbr>A) GRADE / PLINTH BEAM :25 MM (1\")\u003Cbr>B) FOOTING / PILE CAP-BOTTOM :75 MM (3\")\u003Cbr>C) COLUMN :40 MM (1-1/2\")\u003Cbr>D) FOOTING / PILE CAP-SIDE :50 MM (2\")\u003Cbr>6. REINFORCEMENT SYMBOL IS : -\u003Cbr>A) Y OR O HIGH YIELD STRENGTH BARS OF MINIMUM YIELD STRENGTH IS 500 N/MM² .\u003Cbr>B) R OR O MILD STEEL OF MINIMUM YIELD STRENGTH IS 250 N/MM²\u003Cbr>7. DO NOT SCALE THE DRAWING,REFER FIGURED DIMENSIONS\u003Cbr>8. LAPPING OR ANCHORAGE LENGTH\u003Cbr>A) BEAM AND SLAB = 60 X DIA OF BAR\u003Cbr>B) COLUMN = 48 X DIA OF BAR\u003Cbr>DRAWING STATUS FOR REVIEW ONLY\u003Cbr>NOT FOR CONSTRUCTION \u003Cbr>GOOD FO","cbCainAMPo3zbIHo","https://ap.wps.com/l/cbCainAMPo3zbIHo","pdf",16459644,99,"English","# Structural Drawing References\n## Drawing list and sheet numbers\n## General notes and technical notes\n## Concrete and reinforcement requirements\n## Clear cover, lapping and anchorage length\n## Design loads and execution conditions","[{\"question\":\"What concrete grade and design mix are specified for RCC work?\",\"answer\":\"M-20 is specified as the design mix for all RCC work, with stated mix ratio 1:1.5:3 and maximum W/C ratio requirements. The mix should be verified before casting and approved by the engineer.\"},{\"question\":\"What clear cover values are required for different structural elements?\",\"answer\":\"Clear cover is listed by element, including grade/plinth beam (25 mm), footing/pile cap bottom (75 mm), column (40 mm), footing/pile cap side (50 mm), roof beam (25 mm), roof slab (20 mm), and RCC wall/shear wall/sump (40 mm). Additional covers are given for pile side, sump bottom slab, and cover slab.\"},{\"question\":\"Are there restrictions on drawing usage and construction execution?\",\"answer\":\"The notes state that the building is not designed for earthquake load, discrepancies must be brought to the consultant before execution, and RCC work should not be cast unless checked and confirmed by the site engineer. It also prohibits scaling and requires referring to figured dimensions.\"}]","Structural Drawing - Title Page - structural drawing | PDF",1792797454,249]