ARCHITECTURAL AND STRUCTURAL DRAWINGS OF DOUBLE STORIED RCC FRAME SCHOOL BUILDING WITH COMPRESSED STABILISED EARTH BLOCK (CSEB) INFILL WALL - Architectural and structural drawing set

Oct 28, 2026

Architectural and structural drawings for a double storied RCC frame school building with compressed stabilised earth block (CSEB) infill walls. 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.

LanguageEnglish

CategoryResearch & Report

FormatPDF

Pages19

Reading Time48 min

AccessFree to download

Ground Floor Plan

Project metadata and drawing details

First Floor Plan

Project metadata and drawing details

Sections

Section at CC

Section at BB

Section at AA

Elevations

Front Elevation

Rear Elevation

Foundation Detail and General Notes

Safe bearing capacity and footing reinforcement

Typical toe wall and tie beams

ARCHITECTURAL AND STRUCTURAL DRAWINGS OF DOUBLE STORIED RCC FRAME SCHOOL BUILDING WITH COMPRESSED STABILISED EARTH BLOCK (CSEB) INFILL WALL (EIGHT CLASSROOMS) |
GROUND FLOOR PLAN | | | | | | | --- | --- | --- | --- | --- | --- | |
BUILD UP NEPAL LALITPUR | PROJECT TITLE:
DOUBLE STOREY RCC FRAME SCHOOL WITH CSEB INFILL WALL | PROJECT LOCATION:
NEPAL | DRAWING:
GROUND FLOOR PLAN | DATE: 05.01.2018
SCALE: 1:75 | DWG. NO.
001 | | | | | | | A | | | | | | | | | A
B | | | --- | --- | --- | --- | --- | --- | --- | --- | --- | | | | | | | | | | | | FIRST FLOOR PLAN | | | | | | | | | |
BUILD UP NEPAL LALITPUR | PROJECT TITLE:
DOUBLE STOREY RCC FRAME SCHOOL WITH CSEB INFILL WALL | PROJECT LOCATION:
NEPAL | | DRAWING:
FIRST FLOOR PLAN | | DATE: 05.01.2018
SCALE: 1:75 | | DWG. NO.
002 | | | | | | | | | | A | | RCC BEAM
RCC BAND
RCC BAND
RCC SLAB
RCC BEAM

RCC BAND 150mm THICK
CSEB WALL
RCC BEAM

ROOM 7
ROOM 3
ROOM 8
ROOM 4
LVL. +6800 (Top level)

LVL. +5800 (Top level)

LVL. +5100 (Lintel level)

LVL. +3000 (First floor level

LVL. +2100 (Lintel level)

LVL. +000 (Plinth level)
LVL. -400 (Ground level)

| | | | | | | --- | --- | --- | --- | --- | --- | | 5000 5000 4550 5000 5000

SECTION AT CC | | | | | | |
BUILD UP NEPAL LALITPUR | PROJECT TITLE:
DOUBLE STOREY RCC FRAME SCHOOL WITH CSEB INFILL WALL | PROJECT LOCATION:
NEPAL | DRAWING:
SECTIONS | DATE: 05.01.2018
SCALE: 1:75 | DWG. NO.
003 | | | | | | | A | | LVL. +6800 (Top level)

| | |
PLYWOOD

FALSE CEILING
RCC BEAM
RCC BEAM
150mm THICK
CSEB WALL RCC BEAM

LVL. +5100 (Lintel level)

LVL. +3000 (First floor level)

LVL. +2100 (Lintel level)

LVL. +000 (Plinth level)

LVL. -400 (Ground level)

2600
2100

SECTION AT BB | | | | | --- | --- | --- | --- | --- | --- | --- | | PLYWOOD FALSE CEILING
RCC BEAM
RCC BAND
RCC BAND
RCC SLAB
RCC BEAM

W1
RCC BAND 150mm THICK
CSEB WALL
RCC BEAM

| | | | | | | | SECTION AT AA | | | | | | | |
BUILD UP NEPAL LALITPUR | PROJECT TITLE:
DOUBLE STOREY RCC FRAME SCHOOL WITH CSEB INFILL WALL | PROJECT LOCATION:
NEPAL | | DRAWING:
SECTIONS | DATE: 05.01.2018
SCALE: 1:75 | DWG. NO.
004 | | | | | | | | A | |

FRONT ELEVATION | | | | | | | --- | --- | --- | --- | --- | --- | |
BUILD UP NEPAL LALITPUR | PROJECT TITLE:
DOUBLE STOREY RCC FRAME SCHOOL WITH CSEB INFILL WALL | PROJECT LOCATION:
NEPAL | DRAWING:
ELEVATIONS | DATE: 05.01.2018
SCALE: 1:75 | DWG. NO.
005 | | | | | | | A | |
REAR ELEVATION
| | | | | | | --- | --- | --- | --- | --- | --- | |
BUILD UP NEPAL LALITPUR | PROJECT TITLE:
DOUBLE STOREY RCC FRAME SCHOOL WITH CSEB INFILL WALL | PROJECT LOCATION:
NEPAL | DRAWING:
ELEVATIONS | DATE: 05.01.2018
SCALE: 1:75 | DWG. NO.
006 | | | | | | | A | |
FOUNDATION DETAIL=SAFE BEARING CAPACITY=80KN/MM2
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
FOUNDATION DETAIL=SAFE BEARING CAPACITY=100KN/MM2
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

1150 450
CSEB Wall

Upper tie beam G. L. 230x300
Brick wall
~~

FAQs

What building system and infill wall type are specified in the drawings?

The project uses a double storied RCC frame structure with compressed stabilised earth block (CSEB) infill walls.

Which drawing views are included in the document?

The set includes ground floor plan, first floor plan, sections (including CC, BB, and AA), and front and rear elevations.

What concrete and reinforcement grades are given in the general notes?

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.

Oct 28, 2026

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