[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-649301-105":59,"doc-detail-649301-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","pmay-hfa-option-2-rcc-building-floor-plan","PMAY HFA Option 2 RCC Building - Floor Plan","","Floor plan and structural drawing set for a PMAY HFA Option 2 reinforced concrete (RCC) building with a sloping roof in Zone IV. Includes room layout elements, door and window schedule, and multiple design notes for dimensions, scaling rules, and reinforcement detailing. Specifies nominal concrete mix (1:1.5:3), material grades (M20), bar conformity to IS standards, lap/development lengths, wall thickness, mortar guidance, and earthquake-related correlation with structural and architectural drawings.",{"@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/pmay-hfa-option-2-rcc-building-floor-plan/649301/",{"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/pmay-hfa-option-2-rcc-building-floor-plan/649301.png","ImageObject",300,407,{"name":92,"@type":93},"dhado","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-11-02","2026-10-23",true,{"@type":102,"interactionType":103,"userInteractionCount":19},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What building and zone configuration is specified for the drawings?","Question",{"text":112,"@type":113},"The drawings specify a PMAY HFA Option 2 RCC building with a sloping roof in Zone IV.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What standards and material grades are referenced for concrete and reinforcement?",{"text":117,"@type":113},"The notes specify nominal mix concrete 1:1.5:3, Grade M20 concrete, and high-strength deformed steel bars conforming to IS:1786-2008.",{"name":119,"@type":110,"acceptedAnswer":120},"How are the drawings intended to be used regarding dimensions and scaling?",{"text":121,"@type":113},"Dimensions are provided in meters (or cm in some notes) and must not be scaled; only written dimensions are to be treated as correct.","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},649301,1792799032,{"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":19,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":19,"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":52},5909893218464,"https://ap-avatar.wpscdn.com/davatar_085a072bc5b1113ac321206ff7593b45","| 2.33  \u003Cbr>2.73  \u003Cbr>3.94-  \u003Cbr>w2  \u003Cbr>PASSAGE  \u003Cbr>2.15  \u003Cbr>0.77  \u003Cbr>Di  \u003Cbr>0.90m.WIDE  \u003Cbr>1.85  \u003Cbr>KITCHEN  \u003Cbr>1.67  \u003Cbr>2.15X1.67  \u003Cbr>D1  \u003Cbr>D1  \u003Cbr>1.92  \u003Cbr>3.98  \u003Cbr>1.29  \u003Cbr>4.21  \u003Cbr>W.c.  \u003Cbr>BED ROOM  \u003Cbr>D2  \u003Cbr>V  \u003Cbr>BED ROOM  \u003Cbr>1.29X1.02  \u003Cbr>2.56X3.98  \u003Cbr>2.96  \u003Cbr>2.81X2.96  \u003Cbr>1.02  \u003Cbr>2.36  \u003Cbr>D2  \u003Cbr>D1  \u003Cbr>2.81  \u003Cbr>2.56  \u003Cbr>1.06 BATH  \u003Cbr>2.15X1.06  \u003Cbr>ENTRY  \u003Cbr>2.15  \u003Cbr>W1  \u003Cbr>W1  \u003Cbr>2.93-  \u003Cbr>3.34-  \u003Cbr>2.73  \u003Cbr>emant Kumar Vinayak  \u003Cbr>nt Professor  \u003Cbr>ment of Civil Engineering  \u003Cbr>al Institute of Technology,  \u003Cbr>pur -177005(H.P)  \u003Cbr>长  \u003Cbr>NI77005  \u003Cbr>Civil Engineering Department  \u003Cbr>cp&  \u003Cbr>②  \u003Cbr>里   | NOTES:-  \u003Cbr>·All dimensions are in m,unless  \u003Cbr>wherever specified diameter of  \u003Cbr>the bars shown in mm  \u003Cbr>·Dimensions are not to be scaled  \u003Cbr>out,only written dimensions may  \u003Cbr>be taken as correct.  \u003Cbr>·Nominal mix concrete 1:1.5:3  \u003Cbr>according IS 456 Clause 9.3  \u003Cbr>The reinforcement shall be of  \u003Cbr>high strength deformed steel bars  \u003Cbr>conforming to IS:1786-2008  \u003Cbr>·Lap length and development  \u003Cbr>length (La)for 8mm is 400 mm  \u003Cbr>·Second class brick must be used  \u003Cbr>·Mortar 1:5 according to Table 3  \u003Cbr>IS 4326-2013  \u003Cbr>● All walls are one Brick Thick  \u003Cbr>Masonry walls or Autoclaved  \u003Cbr>Aerated Block of Class 7.5  \u003Cbr>● Any discrepancy in the structural  \u003Cbr>drawings should be correlated  \u003Cbr>with architectura drawing.  \u003Cbr>·Refer DWG-2 to DWG-4 for  \u003Cbr>earthquake resistance and  \u003Cbr>structural detail.   |\n| --- | --- |\n|  | DRG.No.-NIT/CED/2017/PMAY  \u003Cbr>-OP2-RCC-SR-ZIV/DWG-1   |\n|  | NATIONAL INSTITUTE OF  \u003Cbr>TECHNOLOGY HAMIRPUR   |\n|  | BUILDING NAME:  \u003Cbr>PMAY HFA  \u003Cbr>OPTION 2  \u003Cbr>RCC BUILDING  \u003Cbr>SLOPING ROOF  \u003Cbr>ZONE IV   |\n|  | DRAWING TITLE:  \u003Cbr>FLOOR PLAN   |\n|  | DESIGNED BY:  \u003Cbr>Dr.Pardeep Kumar  \u003Cbr>Dr.Hemant Kumar Vinayak   |\n\n| Schedule of Door &Windows  \u003Cbr>Width  \u003Cbr>Lintel  \u003Cbr>Description  \u003Cbr>Sill IVl  \u003Cbr>Name  \u003Cbr>Dr.H  \u003Cbr>2.10  \u003Cbr>0.90  \u003Cbr>D1  \u003Cbr>-  \u003Cbr>Assista  \u003Cbr>0.75  \u003Cbr>2.10  \u003Cbr>PVC DOOR  \u003Cbr>--  \u003Cbr>D2  \u003Cbr>Depart  \u003Cbr>2.10  \u003Cbr>0.90  \u003Cbr>2.00  \u003Cbr>W1  \u003Cbr>Nation  \u003Cbr>0.90  \u003Cbr>1.50  \u003Cbr>2.10  \u003Cbr>W2  \u003Cbr>Hamir  \u003Cbr>1.20  \u003Cbr>1.40  \u003Cbr>2.10  \u003Cbr>W3  \u003Cbr>1.65  \u003Cbr>0.60  \u003Cbr>2.10  \u003Cbr>V  \u003Cbr>NOTES:-  \u003Cbr>Clear height of DU=2.85m  \u003Cbr>Earthquake resistance structure as per site condition  \u003Cbr>*All the Dimensions in m  \u003Cbr>A$  \u003Cbr>D.   |\n| --- |\n\n\n| NOTES:-   |\n| --- |\n| ·All dimensions are in cm,unless wherever  \u003Cbr>specified diameter of the bars shown in mm.  \u003Cbr>·Dimensions are not to be scaled out,only  \u003Cbr>written dimensions may be taken as correct.  \u003Cbr>·Safe bearing capacity for design of footing is  \u003Cbr>considered at 15 T/m²to be ensured at site.  \u003Cbr>·Grade of concrete M:20.  \u003Cbr>·The reinforcement shall be of high strength  \u003Cbr>deformed steel bars conforming to  \u003Cbr>IS:1786-2008.  \u003Cbr>·Minimum clear cover to the reinforcement  \u003Cbr>including stirrups:-  \u003Cbr>(i)Beam 25 mm  \u003Cbr>(ii)Column 40 mm  \u003Cbr>(ii)Footing 50 mm  \u003Cbr>·Lap length and development length (Ld)  \u003Cbr>(1i)For 16mm Ø=800  \u003Cbr>ii)For 12 mm Ø=600  \u003Cbr>(i)for 8mm Ø=400  \u003Cbr>·The concrete shallbe mechanically mixed  \u003Cbr>and vibrated with water-cement ratio not  \u003Cbr>exceeding 0.55.  \u003Cbr>·Incase the proposed building is at probable  \u003Cbr>landslide prone area the soil should be  \u003Cbr>retained properly with adequate retaining wal  \u003Cbr>to prevent differential settlement of the  \u003Cbr>foundation.  \u003Cbr>·Any discrepancy in the structural drawins  \u003Cbr>should be correlated with architectural drawing   |\n| DRG.No.-NIT/CED/2017/OP-2-RCC-SR  \u003Cbr>Z-IV/DWG-2   |\n| NATIONALINSTITUTE OF  \u003Cbr>TECHNOLOGY HAMIRPUR   |\n| BUILDING NAME:  \u003Cbr>PMAY HFA  \u003Cbr>OPTION 2  \u003Cbr>REINFORCED CONCRETE  \u003Cbr>BUILDING  \u003Cbr>SLOPING ROOF  \u003Cbr>ZONE IV   |\n| DETAIL OF FOOTINGS&CLOUMN   |\n| DESIGNED BY:  \u003Cbr>Dr.Pardeep Kumar  \u003Cbr>Dr.Hemant Kumar Vinayak   |\n\n# CHART SHOWING DETAIL OF ISOLATED FOOTING REINFORCEMENT\n\n\n| Sr.  \u003Cbr>No.   | Name of   \u003Cbr>footing   | Size of  \u003Cbr>column  \u003Cbr>(bx","cbCaildscH0k1cs7","https://ap.wps.com/l/cbCaildscH0k1cs7","pdf",2280172,"English","# Floor Plan\n## Building and drawing identifiers\n## Room layout elements\n## Door & window schedule\n## Notes and material/design requirements\n# Structural details\n## Isolated footing reinforcement chart\n## Footing and column detailing tables\n## Beam reinforcement drawings","[{\"question\":\"What building and zone configuration is specified for the drawings?\",\"answer\":\"The drawings specify a PMAY HFA Option 2 RCC building with a sloping roof in Zone IV.\"},{\"question\":\"What standards and material grades are referenced for concrete and reinforcement?\",\"answer\":\"The notes specify nominal mix concrete 1:1.5:3, Grade M20 concrete, and high-strength deformed steel bars conforming to IS:1786-2008.\"},{\"question\":\"How are the drawings intended to be used regarding dimensions and scaling?\",\"answer\":\"Dimensions are provided in meters (or cm in some notes) and must not be scaled; only written dimensions are to be treated as correct.\"}]","PMAY HFA Option 2 RCC Building - Floor Plan | PDF"]