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The package includes ground and first floor plans, multiple section cuts showing RCC beams/bands, slabs, CSEB wall thickness, and plywood false ceiling details, plus front and rear elevations. Foundation detailing specifies safe bearing capacity values with grid footing sizes, reinforcement bars, and reinforcement splice rules. General notes define dimensions in millimeters, concrete mix grade M20, reinforcement grade Fe 500, structural steel grade Fe 250, and clear cover requirements for footing, columns, beams, slabs, and staircase slabs.",{"@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 & 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SCHOOL BUILDING WITH COMPRESSED STABILISED EARTH BLOCK (CSEB) INFILL WALL (EIGHT  \nCLASSROOMS)  \n\n| \u003Cbr>GROUND FLOOR PLAN |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- |\n| \u003Cbr>BUILD UP NEPAL LALITPUR | PROJECT TITLE:\u003Cbr>DOUBLE STOREY RCC FRAME SCHOOL WITH CSEB INFILL WALL | PROJECT LOCATION:\u003Cbr>NEPAL | DRAWING:\u003Cbr>GROUND FLOOR PLAN | DATE: 05.01.2018\u003Cbr>SCALE: 1:75 | DWG. NO.\u003Cbr>001 |\n|  |  |  |  |  | A |\n\n\n| |  |  |  |  |  |  | A\u003Cbr>B |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| | | | |  | | |  |  |\n| FIRST FLOOR PLAN |  |  |  |  |  |  |  |  |\n| \u003Cbr>BUILD UP NEPAL LALITPUR | PROJECT TITLE:\u003Cbr>DOUBLE STOREY RCC FRAME SCHOOL WITH CSEB INFILL WALL | PROJECT LOCATION:\u003Cbr>NEPAL |  | DRAWING:\u003Cbr>FIRST FLOOR PLAN |  | DATE: 05.01.2018\u003Cbr>SCALE: 1:75 |  | DWG. NO.\u003Cbr>002 |\n|  |  |  |  |  |  |  |  | A |\n\n\n| RCC BEAM\u003Cbr>RCC BAND\u003Cbr>RCC BAND\u003Cbr>RCC SLAB\u003Cbr>RCC BEAM\u003Cbr>\u003Cbr>RCC BAND 150mm THICK\u003Cbr>CSEB WALL\u003Cbr>RCC BEAM\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>ROOM 7\u003Cbr>ROOM 3\u003Cbr>ROOM 8\u003Cbr>ROOM 4\u003Cbr> LVL. +6800 (Top level)\u003Cbr>\u003Cbr> LVL. +5800 (Top level)\u003Cbr>\u003Cbr> LVL. +5100 (Lintel level)\u003Cbr>\u003Cbr>\u003Cbr> LVL. +3000 (First floor level\u003Cbr>\u003Cbr> LVL. +2100 (Lintel level)\u003Cbr>\u003Cbr>\u003Cbr> LVL. +000 (Plinth level)\u003Cbr> LVL. -400 (Ground level)\u003Cbr>\u003Cbr>|  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- |\n| 5000 5000 4550 5000 5000\u003Cbr>\u003Cbr>SECTION AT CC |  |  |  |  |  |\n| \u003Cbr>BUILD UP NEPAL LALITPUR | PROJECT TITLE:\u003Cbr>DOUBLE STOREY RCC FRAME SCHOOL WITH CSEB INFILL WALL | PROJECT LOCATION:\u003Cbr>NEPAL | DRAWING:\u003Cbr>SECTIONS | DATE: 05.01.2018\u003Cbr>SCALE: 1:75 | DWG. NO.\u003Cbr>003 |\n|  |  |  |  |  | A |\n\n|  LVL. +6800 (Top level)\u003Cbr>\u003Cbr>|  |  | \u003Cbr>PLYWOOD\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>FALSE CEILING\u003Cbr>RCC BEAM\u003Cbr>RCC BEAM\u003Cbr>150mm THICK\u003Cbr>CSEB WALL RCC BEAM\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr> LVL. +5100 (Lintel level)\u003Cbr>\u003Cbr> LVL. +3000 (First floor level)\u003Cbr>\u003Cbr> LVL. +2100 (Lintel level)\u003Cbr>\u003Cbr>\u003Cbr> LVL. +000 (Plinth level)\u003Cbr>\u003Cbr>LVL. -400 (Ground level)\u003Cbr>\u003Cbr>2600\u003Cbr>2100\u003Cbr>\u003Cbr>\u003Cbr>SECTION AT BB |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- |\n| PLYWOOD FALSE CEILING\u003Cbr>RCC BEAM\u003Cbr>RCC BAND\u003Cbr>RCC BAND\u003Cbr>RCC SLAB\u003Cbr>RCC BEAM\u003Cbr>\u003Cbr>\u003Cbr>W1\u003Cbr>RCC BAND 150mm THICK\u003Cbr>CSEB WALL\u003Cbr>RCC BEAM\u003Cbr>\u003Cbr>|  |  |  |  |  |  |\n| SECTION AT AA |  |  |  |  |  |  |\n| \u003Cbr>BUILD UP NEPAL LALITPUR | PROJECT TITLE:\u003Cbr>DOUBLE STOREY RCC FRAME SCHOOL WITH CSEB INFILL WALL | PROJECT LOCATION:\u003Cbr>NEPAL |  | DRAWING:\u003Cbr>SECTIONS | DATE: 05.01.2018\u003Cbr>SCALE: 1:75 | DWG. NO.\u003Cbr>004 |\n|  |  |  |  |  |  | A |\n\n| \u003Cbr>\u003Cbr>FRONT ELEVATION |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- |\n| \u003Cbr>BUILD UP NEPAL LALITPUR | PROJECT TITLE:\u003Cbr>DOUBLE STOREY RCC FRAME SCHOOL WITH CSEB INFILL WALL | PROJECT LOCATION:\u003Cbr>NEPAL | DRAWING:\u003Cbr>ELEVATIONS | DATE: 05.01.2018\u003Cbr>SCALE: 1:75 | DWG. NO.\u003Cbr>005 |\n|  |  |  |  |  | A |\n\n\n| \u003Cbr>REAR ELEVATION\u003Cbr>|  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- |\n| \u003Cbr>BUILD UP NEPAL LALITPUR | PROJECT TITLE:\u003Cbr>DOUBLE STOREY RCC FRAME SCHOOL WITH CSEB INFILL WALL | PROJECT LOCATION:\u003Cbr>NEPAL | DRAWING:\u003Cbr>ELEVATIONS | DATE: 05.01.2018\u003Cbr>SCALE: 1:75 | DWG. NO.\u003Cbr>006 |\n|  |  |  |  |  | A |\n\n\n| \u003Cbr>FOUNDATION DETAIL=SAFE BEARING CAPACITY=80KN/MM2\u003Cbr>S. NO. TYPE GRID FOOTING SIZE LXB DEPTH REBAR D D' Astx Asty 1 F1 B2,B3,B4,B5 2100X2100 400 200 T-12@150mm C/C T-12@150mm C/C 2 F2 A2,A3,A4,A5 1800X1800 400 200 T-12@150mm C/C T-12@150mm C/C 3 F3 B1,B6 1600X1600 350 150 T-12@150mm C/C T-12@150mm C/C 4 F4 A1,A6 1400X1400 350 150 T-12@175mm C/C T-12@175mm C/C\u003Cbr>FOUNDATION DETAIL=SAFE BEARING CAPACITY=100KN/MM2\u003Cbr>S. NO. TYPE GRID FOOTING SIZE LXB DEPTH REBAR D D' Astx Asty 1 F1 B2,B3,B4,B5 1900X1900 400 200 T-12@150mm C/C T-12@150mm C/C 2 F2 A2,A3,A4,A5 1600X1600 400 200 T-12@150mm C/C T-12@150mm C/C 3 F3 B1,B6 1400X1400 350 150 T-12@150mm C/C T-12@150mm C/C 4 F4 A1,A6 1200X1200 350 150 T-12@175mm C/C T-12@175mm C/C\u003Cbr>\u003Cbr>1150 450\u003Cbr>CSEB  Wall\u003Cbr>\u003Cbr>Upper tie beam G. L. 230x300\u003Cbr>Brick  wall\u003Cbr>~~","cbCaihQTNQGPPN60","https://ap.wps.com/l/cbCaihQTNQGPPN60","pdf",1532626,"English","# Ground Floor Plan\n## Project metadata and drawing details\n# First Floor Plan\n## Project metadata and drawing details\n# Sections\n## Section at CC\n## Section at BB\n## Section at AA\n# Elevations\n## Front Elevation\n## Rear Elevation\n# Foundation Detail and General Notes\n## Safe bearing capacity and footing reinforcement\n## Typical toe wall and tie beams","[{\"question\":\"What building system and infill wall type are specified in the drawings?\",\"answer\":\"The project uses a double storied RCC frame structure with compressed stabilised earth block (CSEB) infill walls.\"},{\"question\":\"Which drawing views are included in the document?\",\"answer\":\"The set includes ground floor plan, first floor plan, sections (including CC, BB, and AA), and front and rear elevations.\"},{\"question\":\"What concrete and reinforcement grades are given in the general notes?\",\"answer\":\"Concrete mix grade is M20, reinforcement is TMT Fe 500, and structural steel grade is Fe 250, with specified clear cover values for different structural elements.\"}]","ARCHITECTURAL AND STRUCTURAL DRAWINGS OF DOUBLE STORIED RCC FRAME SCHOOL BUILDING WITH COMPRESSED STABILISED EARTH BLOCK (CSEB) INFILL WALL - Architectural and structural drawing set | PDF",48]