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Includes strap footing and isolated footing plan and detailing, foundation trench plan, foundation and plinth sections, and typical wall section at A-A. Provides concrete grade M-20, steel grade Fe 500, reinforcement schedules (bar sizes, counts, spacing), development/lap lengths, tie beam section details, and general engineering notes such as no scaling from drawings and verification on site 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":35,"@type":76,"position":81},"https://docshare.wps.com/document/healthcare/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/structural-drawings-of-provincial-health-emergency-operation-center-pheoc-foundation-and-wall-section-details/662997/",{"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-drawings-of-provincial-health-emergency-operation-center-pheoc-foundation-and-wall-section-details/662997.png","ImageObject",300,407,{"name":92,"@type":93},"Alex Sinclair","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":81},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What structural elements are covered in the drawing set?","Question",{"text":112,"@type":113},"The set covers strap footing and isolated footing plans, foundation trench layout, foundation and plinth sections, and a typical wall section at A-A including tie beam and column lap details.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What concrete and steel grades are specified?",{"text":117,"@type":113},"Concrete grade M-20 is specified for columns, footings, walls, beams, slabs, and related elements. Steel grade Fe 500 (high strength deformed bars) is specified for reinforcement.",{"name":119,"@type":110,"acceptedAnswer":120},"What general rules must be followed when using the drawings?",{"text":121,"@type":113},"Notes require not scaling from drawings, reading structural drawings with relevant architectural and services drawings, and verifying dimensions and levels on site with approval by the engineer. Clear cover and lap/development lengths must follow the stated guidance.","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},662997,1793224226,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":34,"category_name":35,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":81,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":29,"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},1099523882182,"https://ap-avatar.wpscdn.com/davatar_6f874abed73319feea01a86fa6f0fab8","STRUCTURAL DRAWINGS  \nOF  \nPROVINCIAL HEALTH EMERGENCY OPERATION  \nCENTER (PHEOC)  \n(AT MOHP, KOSHI PROVINCE, BIRATNAGAR)  \n(PROPOSED STRUCTURAL DRAWING)  \nPREPARED BY:  \nWORLD HEALTH ORGANIZATION LALITPUR, NEPAL  \n\n| \u003Cbr>2'-6\" 1'-2\" 2'\u003Cbr>5'\u003Cbr>2'-6\"\u003Cbr>11'\u003Cbr>9'-10\"\u003Cbr>1'-2\"\u003Cbr>8'-6\" 13'-6\"\u003Cbr>47'-8\"\u003Cbr>11'\u003Cbr>1'-2\" 9'-10\"\u003Cbr>EXISTING BUILDING\u003Cbr>6' 5'\u003Cbr>11' 46'\u003Cbr>11'\u003Cbr>9'-10\"\u003Cbr>5'\u003Cbr>1'-2\"\u003Cbr>4'-8\"\u003Cbr>9'-8\"\u003Cbr>11'\u003Cbr>9'-10\"\u003Cbr>1' 1'-2\"\u003Cbr>5'\u003Cbr>5'\u003Cbr>5' 1'-10\"\u003Cbr>2'-6\" 6'-10\" |  | \u003Cbr>|  |  |  |  | |  5' \u003Cbr>\u003Cbr>| \u003Cbr>5' 5' |  |  |  |  |  |  | OFFICAL USE ONLY |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  |  |  |  |  | | \u003Cbr>STRAP FOOTING PLAN-SF1 |  |  |  |  | 5'\u003Cbr>|  |  |\n|  |  | |  |  |  | |  |  |  | |  | |  | |  |  |  |\n|  |  |  |  |  |  |  |  |  |  | SECTION AT 1-1\u003Cbr>|  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  | \u003Cbr>STRAP FOOTING -SF1 |  |  |  |  |  |  |  |  |\n|  |  | FOOTING -F1 |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  | ISOLATED FOOTING DETAIL CONCRETE GRADE: M20 STEEL GRADE: Fe 500 S. No. Type/Name Footing Size Provided Provided Astx Provided Asty D d 1. F1 5'-0\"x5'-0\" 12\" 8\" 12Ø-12\"c/c 12Ø-12\"c/c 2. CF1 9'-1\"x5'-0\" 12\" 12\" 12Ø-12\"c/c 12Ø-12\"c/c |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n| FOUNDATION TRENCH PLAN\u003Cbr>STRAP FOOTING DETAIL CONCRETE GRADE: M20 STEEL GRADE: Fe 500 S. No. Type/Name Footing Size Beam Provided Top Bars Bottom Bars B D 1. SF1 F1, CF1 14\" 18\" 3\\#16Ø+ 2\\#12Ø 3\\#16Ø |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  | 1' | \u003Cbr>  3\\#12Ø TH\u003Cbr>\u003Cbr>~~ ~~ 3\\#12Ø TH\u003Cbr>  9\"  \u003Cbr>| |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  | SECTION OF PLINTH\u003Cbr> TIE BEAM AT R-R |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  | L-SECTION OF TYPICAL TIE BEAM\u003Cbr>(Not to Scale ) |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n| PREPARED BY:\u003Cbr>WORLD HEALTH ORGANIZATION | BUILDING TYPE:\u003Cbr>PHEOC-KOSHI PROVINCE | PLOT NO : |  |  | GPS COORDINATE :\u003Cbr>LATITUDE : 26.459215° |  |  |  |  |  | CHECKED BY : ER. SAROJ CHALISE |  |  |  |  | SHEET NO.\u003Cbr>S-01 | \u003Cbr>|\n|  |  |  |  |  | LONGITUDE : 87.285148° |  |  |  |  |  | DRAWN BY: SC |  |  |  |  |  |  |\n|  | DATE : JANUARY 2025 | LAND AREA :1000.0 Sq.ft.(0-3-0-0) |  |  | LOCATION : BIRATNAGAR |  |  |  |  |  | NEC NO: 10755 \"A\" |  | SCALE: |  |  |  |  |\n\n| \u003Cbr>\u003Cbr>|  |  |  |  |  | OFFICAL USE ONLY |  |\n| --- | --- | --- | --- | --- | --- | --- | --- |\n| PREPARED BY:\u003Cbr>WORLD HEALTH ORGANIZATION | BUILDING TYPE:\u003Cbr>PHEOC-KOSHI PROVINCE | PLOT NO : | GPS COORDINATE :\u003Cbr>LATITUDE : 26.459215° | CHECKED BY : ER. SAROJ CHALISE |  | SHEET NO.\u003Cbr>S-02 | \u003Cbr>|\n|  |  |  | LONGITUDE : 87.285148° | DRAWN BY: SC |  |  |  |\n|  | DATE : JANUARY 2025 | LAND AREA :1000.0 Sq.ft.(0-3-0-0) | LOCATION : BIRATNAGAR | NEC NO: 10755 \"A\" | SCALE: |  |  |\n\n| \u003Cbr>\u003Cbr>\u003Cbr>|  |  |  |  |  | OFFICAL USE ONLY |  |\n| --- | --- | --- | --- | --- | --- | --- | --- |\n| PREPARED BY:\u003Cbr>WORLD HEALTH ORGANIZATION | BUILDING TYPE:\u003Cbr>PHEOC-KOSHI PROVINCE | PLOT NO : | GPS COORDINATE :\u003Cbr>LATITUDE : 26.459215° | CHECKED BY : ER. SAROJ CHALISE |  | SHEET NO.\u003Cbr>S-03 | \u003Cbr>|\n|  |  |  | LONGITUDE : 87.285148° | DRAWN BY: SC |  |  |  |\n|  | DATE : JANUARY 2025 |  |  |  |  |  |  |\n|  |  | LAND AREA :1000.0 Sq.ft.(0-3-0-0) | LOCATION : BIRATNAGAR | NEC NO: 10755 \"A\" | SCALE: |  |  |\n\n\n| \u003Cbr>\u003Cbr>\u003Cbr>|  |  |  |  |  | OFFICAL USE ONLY |  |\n| --- | --- | --- | --- | --- | --- | --- | --- |\n| PREPARED BY:\u003Cbr>WORLD HEALTH ORGANIZATION | BUILDING TYPE:\u003Cbr>PHEOC-KOSHI PROVINCE | PLOT NO : | GPS COORDINATE :\u003Cbr>LATITUDE : 26.459215° | CHECKED BY : ER. SAROJ CHALISE |  | SHEET NO.\u003Cbr>S-04 | \u003Cbr>|\n|  |  |  | LONGITUDE : 87.285148° | DRAWN BY: SC |  |  |  |\n|  | DATE : JANUARY 2025 | LAND AREA :1000.0 Sq.ft.(0-3-0-0) | LOCATION : BIRATNAGAR | NEC NO: 10755 \"A\" | SCALE: |  |  |\n\n\n| \u003Cbr>TYPICAL WALL SECTION AT A-A (SCALE: 1/4\"= 1')\u003Cbr>\u003Cbr>Column Lap Portion ","cbCaivsDK17hSiVT","https://ap.wps.com/l/cbCaivsDK17hSiVT","pdf",2560641,"English","# Strap Footing Plan (SF1)\n## Strap Footing and Footing Details\n# Foundation Trench Plan\n## Foundation and Plinth Sections\n# Typical Wall Section (A-A)\n## Column Lap and General Notes","[{\"question\":\"What structural elements are covered in the drawing set?\",\"answer\":\"The set covers strap footing and isolated footing plans, foundation trench layout, foundation and plinth sections, and a typical wall section at A-A including tie beam and column lap details.\"},{\"question\":\"What concrete and steel grades are specified?\",\"answer\":\"Concrete grade M-20 is specified for columns, footings, walls, beams, slabs, and related elements. Steel grade Fe 500 (high strength deformed bars) is specified for reinforcement.\"},{\"question\":\"What general rules must be followed when using the drawings?\",\"answer\":\"Notes require not scaling from drawings, reading structural drawings with relevant architectural and services drawings, and verifying dimensions and levels on site with approval by the engineer. Clear cover and lap/development lengths must follow the stated guidance.\"}]","STRUCTURAL DRAWINGS OF PROVINCIAL HEALTH EMERGENCY OPERATION CENTER (PHEOC) - PROPOSED STRUCTURAL DRAWING - FOUNDATION AND WALL SECTION DETAILS | PDF",15]