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Includes concrete mix recommendations (M40 default unless stated), steel grade references, lap length table for reinforcement by bar diameter and concrete grade, and guidance on construction joints and placement relative to column centerlines. Also lists project and drawing release details plus layout notes for column bars, pile cap layout plan, and schedules by floor.",{"@graph":14,"@context":73},[15,34,56],{"@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/proposed-girls-hostel-at-panvel-schedule-of-column-and-footing/650147/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":49,"encodingFormat":47,"isAccessibleForFree":50,"interactionStatistic":51},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/proposed-girls-hostel-at-panvel-schedule-of-column-and-footing/650147.png","ImageObject",300,407,{"name":42,"@type":43},"Guten tag","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-31","2026-10-24",true,{"@type":52,"interactionType":53,"userInteractionCount":55},"InteractionCounter",{"@type":54},"ViewAction",6,{"@type":57,"mainEntity":58},"FAQPage",[59,65,69],{"name":60,"@type":61,"acceptedAnswer":62},"What are the general drawing rules for dimensions and scaling?","Question",{"text":63,"@type":64},"All dimensions and levels are in millimeters, and no dimension should be scaled. Discrepancies must be brought to the consultant’s notice.","Answer",{"name":66,"@type":61,"acceptedAnswer":67},"What clear cover requirements apply to foundations, columns, beams, slabs, and walls?",{"text":68,"@type":64},"The sheet specifies nominal cover values: 50 mm for foundation surfaces in contact with earth, 40 mm for columns, 30 mm (top & bottom) and 25 mm (side cover) for beams, 20 mm for slabs, and 25 mm for RCC walls, with 20 mm for chajjas/canopy.",{"name":70,"@type":61,"acceptedAnswer":71},"How is lap length determined for reinforcement bars?",{"text":72,"@type":64},"Lap length is provided as multiples of bar diameter (d) based on bar diameter and the grade of concrete, with separate values for Fe-415 and Fe-500 steel.","https://schema.org",{"og:url":32,"og:type":75,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":77,"canonical":32},"index,follow",{"doc_id":79,"site_id":7},650147,1792876421,{"code":4,"msg":82,"data":83},"success",[84,88,92,96,101,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":85,"show_sort_weight":86,"slug":87},"Story & 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| --- | --- | --- | --- | --- | --- |\n| NOTES &REFERENCES  \u003Cbr>1.READ THIS DRAWING IN CONJUNCTION WITH RELEVANT  \u003Cbr>ARCHITECTURAL DRAWINGS.ANY DISCREPANCY IF FOUND  \u003Cbr>SHALL BE BROUGHT TO THE NOTICE OF CONSULTANT  \u003Cbr>2.ALL DIMENSIONS &LEVELS ARE IN MILLIMETERS.  \u003Cbr>3.DO NOT SCALE ANY DIMENSION.  \u003Cbr>4.CONFIRM LOCATION OF WALLS WITH RELEVANT ARCH.DRGS.  \u003Cbr>5.FOR RCC.WORK CONCRETE MIX USE FOR COLUMN &REST M-25  \u003Cbr>DESIGN MIX CONFORMING TO IS 456:2007.  \u003Cbr>6.THE REINFORCEMENT SHALL BE COLDTWISTED DEFORMED  \u003Cbr>BARS (C.T.D)OR T.M.T.BARS HAVING YIELD.  \u003Cbr>STRENGTH NOT LESS THAN 500 N/mm2 AND CONFORMING  \u003Cbr>TO I.S.1786-2006.  \u003Cbr>7.THE CLEAR COVER TO THE REINFORCEMENT SHALL  \u003Cbr>BE AS FOLLOWS:-  \u003Cbr>(a)FOUNDATION  \u003Cbr>50MM surfaces in  \u003Cbr>contact with earth  \u003Cbr>(b)COLUMN  \u003Cbr>40MM  \u003Cbr>:  \u003Cbr>(c)BEAMS  \u003Cbr>30MM  \u003Cbr>(top&bottom)  :  \u003Cbr>(Side cover)  \u003Cbr>25MM  \u003Cbr>:  \u003Cbr>(d)SLABS  \u003Cbr>20MM  \u003Cbr>(e)CHAJJAS/CANOPY  \u003Cbr>20MM  \u003Cbr>(f)R.C.C.WALL  \u003Cbr>25MM  \u003Cbr>NOMINAL COVER IS THE DEPTH OF CONCRETE COVER TO ALL STEEL  \u003Cbr>REINFORCEMENT INCLUDING LINKS/TIES/STIRRUPS.  \u003Cbr>8.NOT MORE THAN 50%OF THE BARS SHALL BE LAPPED AT ANY  \u003Cbr>SECTION.LAPS CLOSE TO THE MID SPAN IN BOTTOM BARS &CLOSE  \u003Cbr>TO SUPPORTS IN TOP BARS SHALL BE AVOIDED.  \u003Cbr>9.ALL R.C.C.TO BE MACHINE MIXED,VIBRATED AND CURED  \u003Cbr>THOROUGHLY AS PER I.S 456-LATEST.  \u003Cbr>10.ALL FOOTING ARE CENTRALLY PLACED WITH RESPECTED TO THE  \u003Cbr>CENTER LINE OF COLUMN  \u003Cbr>11.REINFORCEMENT SHALL BE PROVIDED IN TWO LAYERS WHEREVER  \u003Cbr>FOUND NECESSARY WITH SPACER BAR TO BE PROVIDED BETWEEN  \u003Cbr>TWO LAYERS OF REINFORCEMENTS AS PER IS:456.  \u003Cbr>SPACER BAR  \u003Cbr>12.ALL DIMENSIONS MUST BE CHECKED WITH ARCHITECT'S DRGS.&IN  \u003Cbr>CASE OF ANY DISCREPANCY ARCHITECTS DRGS.SHALL PREVAIL.  \u003Cbr>13.ALL CONSTRUCTION JOINTS SHALL BE APPROVED BY CONSULTANT  \u003Cbr>ON THE BASIS OF SCHEME PREPARED BY CONTRACTOR.   |  |  |  |  |  |  |\n| MATERIAL SPECIFICATIONS  \u003Cbr>1)CONCRETE MIX SHOULD BE M40 UNLESS OTHERWISE STATED  \u003Cbr>2)HIGH YIELD STRENGTH STEEL CONFIRMING TO IS 11390 IS 1786 FE 415  \u003Cbr>SHALL BE USED.  \u003Cbr>2)MINIMUM/MAXIMUM CEMENT CONTENT AND WATER CEMENT  \u003Cbr>RATIO SHALL BE AS PER IS 269&IS 8112   |  |  |  |  |  |  |\n| LAP LENGTH FOR REINF.BARS(d=DIA OF BAR)   |  |  |  |  |  |  |\n| GRADE OF CONCRETE   |  |  | FOR Fe-415 STEEL   |  |  | FOR Fe-500 STEEL   |\n| M:20   |  |  | 48d   |  |  | 60 d   |\n| M:25   |  |  | 41d   |  |  | 50d   |\n| M:30   |  |  | 38 d   |  |  | 46d   |\n| M:35   |  |  | 34d   |  |  | 40d   |\n| M:40 AND ABOVE   |  |  | 30d   |  |  | 36d   |\n|  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |\n| REV.NO.   | DATE   |  | REVISION   |  |  |  |\n| CLIENT  \u003Cbr>MGM HOSPITAL   |  |  |  |  |  |  |\n| PROJECT TITLE  \u003Cbr>PROPOSED GIRLS HOSTEL AT  \u003Cbr>PANVEL   |  |  |  |  |  |  |\n| DRAWING TITLE:  \u003Cbr>SHEDULE OF COLUMN AND FOOTING   |  |  |  |  | DWG NO.  \u003Cbr>STR-SC-2023-100   |  |\n| SCALE:一   |  | N.T.S   |  |  |  |  |\n| DRAWN BY:-   |  | BHARAT   |  |  |  |  |\n| DESIGNED BY:-   |  | MANOJ SIR   |  |  |  |  |\n| CHECKED BY:-   |  | BAHUBALI SIR   |  |  |  |  |\n| DATE:-   |  | 05/05/2023   |  |  |  |  |\n| ARCHITECTS:  \u003Cbr>DISHAA   |  |  |  |  |  |  |\n| STRUCTURAL CONSULTANT:  \u003Cbr>SHRAVANI CONSULTANTS  \u003Cbr>CONSULTING ENGINEERS  \u003Cbr>SC  \u003Cbr>F-7,NEIGHBOURHOOD SHOPPING  \u003Cbr>COMPLEX SECT-4 NERUL  \u003Cbr>NAVI MUMBAl   |  |  |  |  |  |  |\n| DRAWING RELEASED FOR:  \u003Cbr>Z APPROVAL  \u003Cbr>□ FOR INFORMATION ONLY  \u003Cbr>□  ADVANCE COPY  \u003Cbr>CONSTRUCTION   |  |  |  |  |  |  |\n| ARCHITECT'S SIGN   |  |  |  | OWNER'S SIGN   |  |  |\n\nDETAIL-'Y'  \nARRANGEMENT OF COLUMN BARS  \nWHERE REDUCTION OF COLUMN SIZE IS  \nMORE THAN 100mm  \nDesigned by ZWCADAcademic Version  \nZW℃ADAcademIc VerSIon  \nPILE CAP LAYOT PLAN  \n\n| 12TH  \u003Cbr>FLOOR   |  | SIZE  \u003Cbr>STEEL   | 230X1200  \u003Cbr>● 16-页16   |  | 230X1200  \u003Cbr>●16-页16   |  | 230X1250  \u003Cbr>● 16-页16   |  | 230X1800  \u003Cbr>●10-页16  \u003Cbr>o10-页12   |  | 230X1200  \u003Cbr>●8-页16  \u003Cbr>o 8-页12   |  | ","cbCaip3l7aCUaths","https://ap.wps.com/l/cbCaip3l7aCUaths","pdf",9514839,"English","# General Notes\n## Material Specifications\n## Lap Length for Reinforcement Bars\n## Grade of Concrete (Fe-415/Fe-500)\n## Drawing Information & Release Details\n## Detail 'Y' - Arrangement of Column Bars\n## Pile Cap Layout Plan","[{\"question\":\"What are the general drawing rules for dimensions and scaling?\",\"answer\":\"All dimensions and levels are in millimeters, and no dimension should be scaled. Discrepancies must be brought to the consultant’s notice.\"},{\"question\":\"What clear cover requirements apply to foundations, columns, beams, slabs, and walls?\",\"answer\":\"The sheet specifies nominal cover values: 50 mm for foundation surfaces in contact with earth, 40 mm for columns, 30 mm (top \\u0026 bottom) and 25 mm (side cover) for beams, 20 mm for slabs, and 25 mm for RCC walls, with 20 mm for chajjas/canopy.\"},{\"question\":\"How is lap length determined for reinforcement bars?\",\"answer\":\"Lap length is provided as multiples of bar diameter (d) based on bar diameter and the grade of concrete, with separate values for Fe-415 and Fe-500 steel.\"}]","PROPOSED GIRLS HOSTEL AT PANVEL - SCHEDULE OF COLUMN AND FOOTING | PDF",1792819699,18]