school building drawing - moepiu.gov.np€¦ · school building drawing working drawings 1 storey-3...

LOAD BEARING WALL-CGI ROOFINGSCHOOL BUILDING DRAWING

WORKING DRAWINGS

1 STOREY-3 ROOM-HILL REGION

TABLE OF CONTENTS

TOTAL NUMBERS OF DRAWINGS : 15S.N. NAME OF DRAWINGS Sheet no

1.- TRENCH PLAN SHEET 1- FLOOR PLAN SHEET 2- ROOF PLAN SHEET 3- ELEVATION 1,2,3 & 4 SHEET 4- WALL SECTION A-A & FOUNDATION DETAIL SHEET 5- RCC BAND DETAIL SHEET 6- OPENING SCHEDULE MS-0- TYPICAL MS DOOR/WINDOW DETAILS MS-1- TYPICAL MS WINDOW DETAILS MS-2- TYPICAL MS DOOR(8ftX3ft) DETAILS MS-4- TYPICAL WOODEN DOOR & WINDOW DETAILS W-DOOR Alt2---

2.- STEEL ROOF TRUSS DETAILS TRUSS A- STEEL TRUSS DETAILINGS TRUSS B- STEEL TRUSS DETAILINGS TRUSS C--

ARCHITECTURAL DRAWINGS

STEEL TRUSS DRAWINGS

-

4. FURNITURE DRAWINGS- CLASSROOM FURNITURE -GRADE 1-3 F-1

Building Type: 1 Storey CGI Roof with Brick Masonry

Exte

rnal

Wal

l

Inte

rnal

Wal

l

Surf

ace

Type

&N

os

Fram

e

Shut

ter

Lock

Set

Type

Tow

erB

olt

Hin

ges

Han

dle

Type

&N

os

Fram

e

Shut

ter

Hoo

k

Tow

erB

olt

Hin

ges

Han

dle

Gril

l

Fram

e

Shut

ter

Stru

ctur

e

Cov

er

Fals

eC

eilin

g

Eave

sB

oard

1 Ground Floor

1.1 Class room IPS FB+TR CP+WP CP+WP1D1=2D2=2 MS WPP Aldrops

Al(150-300mm) SB-100 Al W=12 MS WPP NA

Al(75mm) SB-75 Al

Includedin MSframe EP1 EP1 MST CGI FCC WEP

1.4 Verandah IPS FB+TR CP+WP CP+WP1

2 External Wall & Others2.1 GL to Plinth Level CPP2.2 Super structure wall FB+TR

2.3Beams & wallband/stitch CP+WP

3.4 Apron

LEGENDS:

Symbol

Description ofsymbol Symbol Symbol Symbol

Description of

symbol Symbol

Description of

symbol

CP CementPlaster Al WP1 MS WPS

IPSCementScreedfloor

SB-125 WP2 MST WPP

FINISHING SCHEDULE

S.No.

Area FLOORFINISH

WALL COLUMN /BEAM/RAIL

S

CEILING DOOR WINDOW Door & Window Roof

Sections Hardware Sections Hardware Paint

Aluminium

Steel Butt Hinge-125mm


Mild steel WoodenPanelled shutter

Shutter fromWater proof ply

and wooden style

Mild Steel tubulartruss:enamel

painted

Description ofsymbol

Wooden eaves withenamel paint

Description ofsymbol

Water ProofCement

Paint;White

Water ProofCement Paint;IPS

CementScreedfloor

SB-125 WP2 MST WPP

FBFairfaceBrick

SB-100 WP3 WEP

BSBrick onedgesoling

SB-75 EP1 FCC

CPP

CementPlasterwithPunning

EP2

TR




Shutter fromWater proof ply

and wooden style

Mild Steel tubulartruss:enamel

painted

Red Terracotapaint

Wooden eaves withenamel paint

False ceiling withcladex sheet

Water ProofCement Paint;

Enamel paint

Room to ReadNepal

1. Only written dimensions to befollowed. Drawings not to bemeasured as per given scale

2. Any discrepancy or omissionin this drawing if found shallbe reported immediately tosite engineer

Title:-Trench Plan

Designed By:-Govinda DevkotaNEC No:1191-Civil

Project:-1 Storey/3Room/ Frm- Brick-CGI Roof -Hill Region

Date:2015-Nov

Revised Date:

5

1SHEET

Checked By:-

Approved By:-

2016-Jan

Structure Design By:-B. L. ShresthaNEC No:1186-Civil

1

A

7" 9" 8"

2'-0"

3'-1"

8" 1'-10" 8"

1'-10"

1'-6

"

8"1'

-6"

8"

2'-9

"

Detail at X-X

8"9"

9"8"

2'-9

"

3

A

3

8" 1'-3" 8"

2'-6"

8"9"

Detail at Y-Y

2'-0

"

1

B

C

8" 9" 8"

7"1'

-6"

2'-9

"

8"9"

9"8"

7'-8

"

9"8"

3'-8

"

9" 8" 9" 8"

2'-9"

Detail at Z-Z

4'-1

1"

8"3'

-7"

9"8"

2'-0"

2'-1

1"8"

4"

2'-0

"

1'-5" 1'-5"

2'-0

"

1

A

2 4 53

1 2 4 53

B

C

A

B

12'-5" 12'-5"

5'-8

"

12'-5" 12'-5" 12'-5" 12'-5"

53'-3"

49'-6"

24'-1

0"

12'-5" 12'-5"

24'-1

0"

16'-3

"

3'-0

"14

'-0"

3'-0

"

4 2

1

3

8'-2

"8'

-2"

3'-0

"5'

-8"

2'-9

"5'

-8"

3'-0

"4'

-10"

3'-4" 9'-7" 2'-9" 9'-8" 2'-9" 9'-8" 2'-9" 9'-7"

1'-10"

3'-4"

14'-3

" 20'-5"

40'-6"29'-7"52'-1"

KK

X

5'-8

"

Y

P

P

Z

4'-7

"

2'-0

"

1. Only written dimensions to be followed. Drawings notto be measured as per given scale

2. Any discrepancy or omission in this drawing if found shallbe reported immediately to site engineer

Room to ReadNepal

Title:-Wall Section &Foundation Detail

Project:-1 Storey/ From- Brick- CGI Roof -HillRegion

Date:2015-Nov

Revised Date:Designed By:-Govinda DevkotaNEC No:1191-Civil

Checked By:-

Approved By:-


2'-6

"

9'-3

"

9'-3

"

26 Gauge color coated 2 Nos 8Feet long CGI Sheet (0.41mm,26g) for roofing at each side

5'-6

"1'

-3"

2

54

V2 S1S2V3

1

15'-6'

12'-0"

11'-11"

26'-3"

V1

S3V4

V2S1

1

V1S2

S3V4

V3

3'-0

"1'

-6"

2'-0"

6

9"

w

C B A

5'-6" 10'-9"

Base plate

7

1'-6

"

3" Thk PCC (1:3:6)

IPS floor finish

40mm thk screeding (1:6)

Compacted Earth6" Stone / 1 layer Brick soling

4

9"

2'-0" 2'-0" 9"

2'-9"2'-9"

3'-0

"

9"

6"

False Ceiling

WALL SECTION AT A-A

Ground Level

3" Thick PCC (1:3:6)

IPS floor finish


Compacted Earth6" Stone or Hard Core filling

3"1'

-0"

1'-6

"3'

-6"

9"9"


IPS floor finish



Slope (1:40)atVerandah

6"6"

6"

1'-0"1'-0"

6"

Section at P-PDetail of steps & Verandah

9" 9"

2'-8

"4"

6"

3'-6

"

4" Thick RCC (1:2:4)with 10mm dia@6:c/c steel(Fe500) both ways

Brick Masonry(1:6)

1 layer brick soling/6" thick stone or Hardcore solingCompacted Earth

3'-6

"

4"

2'-0"

2'-9"

5'-9"

1'-6

"

1'-6"

9"

1 no 16 mm Ø Vertical steel


FOUNDATION DETAIL

9" 2'-0"

2'-0"9"

2'-0"9"

c

A

Date:2015--Nov

Room to ReadNepal

1. Only written dimensions to befollowed. Drawings not to bemeasured as per given scale

2. Any discrepancy or omission in thisdrawing if found shall be reportedimmediately to site engineer

Sheet Title:-Floor Plan for 3Rooms

Project:-1 Storey/3Rm/ Frm- Brick-CGI Roof -Hill Region

12'-5" 12'-5" 12'-5" 12'-5"

1

A

2 4 53

1 2 4 53

B

C

A

B

C

16'-3

"5'

-8"

23'-6

"

51'-9"

wD2

w

ww w w

1'-10"1'-6" 3'-0" 2'-1" 3'-0" 1'-6"

1'-6

"15

'-6"

1'-6

"5'

-0"

UP

12'-5" 12'-5"

ww

w www

12'-5"12'-5"

51'-9"

16'-3

"5'

-8"

23'-6

"

1'-6

"15

'-6"

1'-6

"5'

-0"

9"

1'-2"1'-2"

1'-2

"

1'-2

"

1'-1

"4'

-0"

A

A

4 2

1

3

1'-2

"

15'-6

"

Class Room 117'-0"x15'-6"Area=263 Sft

UP12'-0" 6'-0" 17'-0"

1'-5" 3'-0" 2'-1" 3'-0" 1'-6" 1'-6" 3'-0" 2'-1" 3'-0" 1'-6"1'-6" 3'-0" 2'-1" 3'-0" 1'-6" 1'-6" 3'-0" 2'-1" 3'-0" 1'-6"1'-3"

D2

1'-10"1'-8"

3'-0" 2'-0" 3'-0" 1'-5"1'-3"

1'-5" 3'-0" 2'-9" 3'-0" 1'-0" 1'-6" 3'-0" 1'-4"1'-3"1'-6" 3'-0" 1'-11" 3'-0" 1'-8"

D2

17'-0" 17'-0"

Office Room14'-0"x15'-6"Area=217 Sft

Class Room217'-0"x15'-6"Area=263 Sft

w

3'-0" 2'-3"

Pre fab panel will beused as partitionwall

1'-3"

Checked By:-

Approved By:-

2SHEET


14'-1"


Gab

le

A

1

A

A

4

1

3

B

B

2 4 53

1 2 4 53

B

C

A

B

C

2

2'-5" 12'-5" 12'-5" 2'-5"

15'-6

"

2'-5

"16

'-3"

2'-0

"

2'-5

"16

'-3"

5'-8

"2'

-0"

2'-5" 12'-5" 12'-5" 12'-5" 12'-5" 2'-5"

54'-4"

54'-4"

26'-3

"

14'-10" 12'-5" 12'-5" 14'-10"

13'-3

"13

'-0"

2'-0"

Projection of Truss

Projection of CGI sheet

(P1) (P2) (P2) (P1)

2'-0

"

3"

12'-5"

Gab

le

Trus

s

Trus

s

12'-5"

26'-3

"

13'-2

"13

'-2"

5'-8

"

2'-0"

54'-10"

Room to ReadNepal



Sheet Title:-Roof Plan

Date:2015-10

Project:-1 Storey/3Rm/ Frm- Brick- CGI Roof-Hill Region

21'-1

1"

Trus

s

Checked By:-

Approved By:-

3SHEET



1. Only written dimensions to be followed. Drawings not

Room to ReadNepal



Sheet Title:- ELEVATION 1,2,3& 4

Project:-1 Storey/3 Room/ Frm- Brick- CGIRoof -Hill Region

Date:2015-10

1'-6

"2'

-3"

3"2'

-8"

3"2'

-7"

Elevation-1

Elevation-3

1'-6

"8'

-0"

6'-8" 11'-4" 17'-0"


Checked By:-

Approved By:-

4SHEET

G.L


Elevation-4

Elevation-2

1'-0

"2'

-3"

3"2'

-7"

3"2'

-7"

3"

1'-6

"8'

-3"

1'-6"

2"

4'-6

"

1'-3"

15'-6"1'-6"5'-0"4'-0"

6"

2'-6

"5'

-9"

1'-0

"4'

-6"

9'-2

"

6"

CGI SHEET GABLECOVER

8'-3

"

CGI SHEET GABLE COVER

5'-0"

1. Only written dimensions to be followed. Drawings not

Elevation-4

Room to ReadNepal



Project:-1 Storey/2Rm/ Frm- Brick- CGI Roof-Hill RegionDate:2015-Nov

Revised Date:2016-feb


Checked By:-

Approved By:-

5SHEET


2'-6

"

9'-3

"

9'-3

"

26 Gauge color coated 2 Nos 8Feet long CGI Sheet (0.41mm,26g) for roofing at each side

5'-6

"1'

-3"

2

3

4V2 S1

S2V3

1

15'-6'

12'-0"

11'-11"

26'-3"

V1

S3V4

V2S1

1

V1S2

S3V4

V3

3'-0

"1'

-6"

2'-0"

6

9"

w

C B A

5'-6" 10'-9"

Base plate

5

1'-6

"

3" Thk PCC (1:3:6)

IPS floor finish


Compacted Earth6" Stone / 1 layer Brick soling

4

9"

2'-0" 2'-0" 9"

2'-9"2'-9"3'

-0"

9"

6"

False Ceiling

WALL SECTION AT A-A

Ground Level


IPS floor finish



3"1'

-0"

1'-6

"3'

-6"

9"9"


IPS floor finish



Slope (1:40)atVerandah

6"6"

6"

1'-0"1'-0"

6"

Detail 1.Section at P-PDetail of steps & Verandah

9" 9"

2'-8

"4"

6"

3'-6

"

4" Thick RCC (1:2:4)with 10Ø@6 c/csteel(Fe500) both ways

Brick Masonry(1:6)

1 layer brick soling/6" thick stone or Hardcore solingCompacted Earth

3'-6

"

4"

2'-0"

2'-9"

5'-9"

1'-6

"

1'-6"

9"



FOUNDATION DETAIL FOR SAFE BEARINGCAPACITY=100KN/Sq.m

9" 2'-0"

2'-0"9"

2'-0"9"

6"4"

6"

FOOTING SCHEDULE FOR WEAK SOIL(Safe Bearing Capacity:50 kN/Sq.m)

TYPE

3'-6"

3'-6"

DEPTH OFFOUNDATION

SIZE OF RCC ATFOOTING

STEELBOTHWAY

REMARKS

F1(With Buttresswall)

10 Ø(Fe500)@6"C/CB=2'-0";H= 6";L=Throughout mainbuilding wall length

3'-6"F2(Verandah)F2(Verandah)

B=2'-9";H= 6";L=Throughout mainbuilding wall length

10 Ø(Fe500)@6"C/C

10 Ø(Fe500)@6"C/CB=1'-6";H= 6";L=Throughout theVerandah length

FOOTING SCHEDULE FOR SOFT SOIL (Safe Bearing Capacity-100 kN/Sq.m)

TYPE

3'-6"

3'-6"

DEPTH OFFOUNDATION

F1-Foundation atWall portion

SIZE OF RCC ATFOOTING

STEELBOTHWAY

REMARKS

F1(With Buttresswall)

10 Ø(Fe500)@6"C/CB=2'-0";H= 4";L=Throughout mainbuilding wall length

3'-6"F2(Verandah)F2(Verandah)

B=2'-9";H= 4";L=Throughout mainbuilding wall length

10 Ø(Fe500)@6"C/C

10 Ø(Fe500)@6"C/CB=1'-6";H= 4";L=Throughout theVerandah length

Title:-Wall Section &Foundation Detail

F1-Foundation atWall portion

IPS floor finish



1. Only written dimensions to be followed.Drawings not to be measured as per givenscale

2. Any discrepancy or omission in this drawingif found shall be reported immediately tosite engineer

6SHEET

Room to ReadNepal

Title:-RCC Band Details

Project:-1 Storey/ From- Brick- CGI Roof -HillRegion

Date:2015-Nov

Revised Date:Designed By:-Govinda DevkotaNEC No:1191-Civil

Checked By:-

Approved By:-


Elevation-1

8'-0

"5'

-6"

3'-0"3" 3"

A A

3'-0" 3"3"Sill Band

Stitch

Lintle Band

Plinth Band

SECTIONAL PLAN AT A-A

Vertical TiesVertical Ties

9"9"

12'-6"

wD

9"

3"

REINFORCEMENT FORVERTICAL TIE

Strengthening of Masonry Around Openings

Detail 3

12

3

45

6

7

12

3

9

56

7

8

1.Lintle Band2.3" thick Jamb Concrete3.Reinforcement for Vertical tie

8.Door

5.Brick wall6.Toothing in Brick7.Sill Band

9.RCC Plinth Band

4.Window

TYPICAL SECTION FORSTRENGTHENING OF MASONRYAROUND OPENING FOR DOOR

TYPICAL SECTION FORSTRENGTHENING OF MASONRYAROUND OPENING FOR WINDOW

Legend

RCC Band at Corner

RCC Band at TSection

1'-10"

9"9"

6" 6"

9"

6"

B

B

AA

D

D

C C

D

1'-3"

9"

Detail AtButtress withvertical steel

9"

Detail 4

REINFORCEMENT DETAILAT SILL,STITCH,LINTLE,ROOF,GABLE BANDS

9"

3"

1" 3"

Detail 5:RCC BandDetail

3. MINIMUM CLEAR COVER :-2. PROVIDE OVERLAP FOR SPLICING STEEL@60Xd1. CONCRETE : M15(1:2:4)NOTE:

a. All Bands : 25 mm4.VERTICAL REINFORCEMENT (AT BUTTRESS ,WINDOW & DOOR OPENINGS) STARTS FROM FOUNDATION.

1'-6"

Only written dimensions to be followed.

4.VERTICAL REINFORCEMENT (AT BUTTRESS ,WINDOW & DOOR

Particular Symbol LengthSN Height Remarks`

1

`2

Door with Double Shutter D1 3'-6" 8'-0"

`3

`4

`5

3'-0" 8'-0"

Number

0

3

Opening Schedule for 3 ROOM CGI model

Window with Ventilation W 3'-0" 5'-6" 13

Single shutter Dooor

Total 16

D2

Room to ReadNepal

School Room Program

1. Only written dimensions to be followed. Drawings not tobe measured as per given scale


Title:-DOOR/WINDOWSCHEDULE

Project:-School Building Construction

Date:2015-Oct

Door withVentilation

Door withVentilation

Designed By:-Govinda Devkota

Prepared By:-Keshab Paudel

Approved By:-

Checked By:-

MS-0

1. Only written dimensions to be followed. Drawings not to

Room to ReadNepal

School Room Program

Note: 5 mm gap between ms plate and wooden frame for easy fit considered in design

1'

Room to ReadNepal

School Room Program

1. Only written dimensions to be followed. Drawings not tobe measured as per given scale


Title:-MS DOOR/WINDOW-DETAILING

Project:-School Builidng Construction

Date:2015-Oct MS-1

40 LONG 12x12x3 SQUARE PIPE

40x40x4 MS ANGLE

40x40x4 MS ANGLE

NUT & BOLT

200 mm LONG HOLDFAST40x40x4 MS ANGLE

150/75 long HINGE INMS DOOR/WINDOW FRAME

40 x 40 x 4 MS FRAME

DETAIL AT "C"

40x40x4 MS ANGLE

100 LONG 25x25x3 MS ANGLEDETAIL AT "A"

DETAIL AT "B"

HOLDFASTDETAIL

1.5" wooden section along the MSframe to screw the HINGE

150/75 long HINGE IN

MS DOOR/WINDOW FRAME

40 x 40 x 4 MS FRAME

DETAIL AT "E"

40x40x4 MS ANGLE

100 LONG 25x25x3 MS ANGLE

40x40x4 MS ANGLE

100 LONG 25x25x3 mm MSANGLE

1'-6" 1'-6"

4"

3'-0"

2"


4"4"

4"

1'

25X4 MS plate

MS VENTILATION FRAME

Note: 5 mm gap between ms plate and wooden frame for easy fitconsidered in design



Approved By:-

Checked By:-1. Only written dimensions to be followed. Drawings not to

Note: 5 mm gap between ms plate and wooden frame for easy fit

Room to ReadNepal

School Room Program

Title:-TYPICAL DWG - MSWINDOW FRAME WITHWP PLYWOOD SHUTTER



Date:2015-Oct

Prepared By:-Keshab

MS-2


25x4 MS PLATE

75 mm HINGE


MS WINDOW FRAME & SHUTTER(Size=5'6"X3')

4"

83 4"83 4"

2"

3'-01 2"

11 2"4'-

23 4"11 2"

4'-6"

40x40x4 MS ANGLE

A

Plate with Hole for Tower bolt

4'-6"

4'-51 4"

3"X 1.5" STYLE

3"X 1.5" STYLE3"

5'-21 4"

212" 2"1'-514" 1'-534"

3'

40x40x4 MS ANGLE


1'-6" 1'-6"

4"

3'

2"4"

1'

1'-6" 1'-6"

4"

3'

2"4"

1'

112"

212" 1'-134" 212" 212" 1'-314" 1"

40x40x4 MS ANGLE

1'-634" 1'-634"3'-234"

9 mm WP Plywood3"X 1.5" STYLE

Approved By:-

Checked By:-

2'-7

.0"

Room to ReadNepal

School Room Program


2. Any discrepancy or omission in thisdrawing if found shall be reportedimmediately to site engineer

Title:-TYPICAL DWG-MS DOORFRAME WITH WP PLYWOODSHUTTER


Date:2015-Oct MS-4

2'-1134"2'-

23 4"

7'-3"

2'-10

1 2"9"

2'-53 4"

2"2'-

23 4"2"

2'-73 4"

113 4"

2'-10

3 4"83 4"

100 LONG25x25x3 MSANGLE

150 mm HINGE

100 LONG25x25x3 MSANGLE

MS DOOR FRAME & WP PLYWOOD SHUTTER(Size=8ft X3ft)

E

40x40x4 MS ANGLE

25X4 MM MSPLATE


Plate with Holefor Tower bolt

C1'-1114" 912"

1'-6" 1'-6"

4"

3'

2"4"

1'

3"3"

1 2"2'-

10"

5"7'-23 4"


2'-7

.0"

3"X 1.5" STYLE

5"X 1.5" STYLE

12 mm thick WP Plywood

4.5"X 1.5" STYLE

40x40x4 MS ANGLE

25X4 MS Plate

112"


1'-6" 1'-6"3'

1'

2'-71 2"

9" 9"

2" 2'-7" 2"

3" 2'-412"

2'-11"

SHUTTER OPENINGOUTSIDE CLASSROOM

40x40x4 MS ANGLE

12 mm thick WP Plywood

41 2"3'-

23 4"

2'-5" 3"


Prepared By:-Keshab

Approved By:-

Checked By:-1. Only written dimensions to be followed.1. Only written dimensions to be followed.

Drawings not to be measured as per given

B

B

SECTION AT B-BDOOR (D2)

3"X 4" FRAME

3"X 4" FRAME3"X 1.5" STYLE

1" THK. PANEL

3"X 1.5" STYLE1" THK. PANEL

3"X 1.5" STYLE

1" THK. PANEL

3"X 1.5" STYLE

12Ø Rod @4" c/c 1'

3"X 4" FRAME


1" THK. PANEL

1" THK. PANEL

1" THK. PANEL

3"X 1.5" STYLE

3"X 1.5" STYLE

3"X 1.5" STYLE3"X 4" FRAME

12Ø Rod @4" c/c

12Ø Rod @5" c/c

C

Title:-Alternate 2:WoodenDoor(D2 ) ;& Window W1and Ventilation(V)detail

Perpared By:-Keshab PaudelChecked by:-Govinda DevkotaNEC No:1191-Civil

Room to ReadNepal

School Room Program

Project:-School BuildingConstruction/Hill type

Date:2015-Oct

Approved By:-

Checked By:-

C

3"X 4" FRAME


12Ø Rod @4" c/c

C

Particular Symbol LengthSN Height Remarks

`2

Number

Opening Schedule for 3 Room Building

18

3'-0"

Total

1. Only written dimensions to be followed. Drawings not to bemeasured as per given scale

2. Any discrepancy or omission in this drawing if found shall bereported immediately to site engineer W-WINDOW-Alt 2)

`1

5'-6" 13

3'-0" 8'-0" 3Door

Window

D2

W

3'-0" 1'-0" 2` 3 Ventilation

at GableV


12Ø Rod @4" c/c

truss tieRoom to ReadNepal

School Room Program


2. Any discrepancy or omission in this drawingif found shall be reported immediately tosite engineer

Sheet Title:-Steel Roof TrussDetail Designed By:-

Govinda DevkotaNEC No:1191-civil

Project:-1 Storey Frm- Brick- CGI Roof

Date:2015-Nov

FULL TRUSS DETAIL GRID 2 ,3& 4

2

3 4V2 S1S2

V3

1

8'-0"

8'-0"

26'-3"

V1

S3V4

V2S1V1

S2

S3V4

V3

6 5

C B A

11'-3"

5'-8"

6"

3'-3"

3'-3"

3'-3"

3'-3"

6"

11'3"

Checked By:-

Approved By:-

ATRUSS

4'-6

"

4

9'-3

"

5'-6

"1'

-3"

V1

6

V1

6

and welded throughout alongthe periphery

MS plate 1- 200X200X8

MS plate 200X200X8

MS PURLIN PLATE AT EDGES OF PURLINS

MS PURLIN PLATE ON RAFTER

50 NB (L) PURLIN

160x60x8 mm MS PLATE

13.5mm dia. HOLE FOR M12 BOLT

13.5mm dia. HOLE FOR M12 BOLT

160x60x6 mm MS PLATE

50 NB (L) PURLIN

60

50 NB (M) PIPERAFTER

50 NB PIPE (L) PURLIN

50X50X4 mm ANGLE (150 mmLONG) WELDED TO RAFTER

50 NB PIPE (L) PURLINu CLAMP FOR ANCHORING PURLIN WITH ANGLE

50 NB (M) PIPE RAFTER

15050X50X4 mm ANGLE (150 mmLONG) WELDED TO RAFTER

PURLIN & RAFTER JOINT DETAIL ON GABLE ENDAND ON WHEREVER PURLIN CONTINUED

DETAIL J2

ELEVATION X

ELEVATION X

u CLAMP FOR ANCHORING PURLIN WITH ANGLE

PURLIN JOINT DETAILS

12mm dia. NUT/BOLT

6mm TH. 60X160 PLATE8mm TH. 60X160 PLATE

6mm TH. 60X160 PLATE

50 NB PIPE (L) PURLIN50 NB PIPE (M) RAFTER

DETAIL J1

DETAIL 1

DETAIL AT 3

M12 Bolts

50 NB PIPE (M) (HORIZONATL TIE)

8mm TH. 160X160 SPLICE PLATE

DETAIL AT 2

150 50NB (M) RAFTER

4 NOS 14 dia.holes for M12 Bolts

160x160 PLATE (8mm Thick)

3590

35

SECTION AT A-ASPLICE PLATE DETAIL

300

150

MS

plat

e 150

mm

long

Eav

es b

oard

DETAIL AT 4

D - D

2 NOS 10Ø HOLESFOR 8Ø BOLTS

50 x 140 x 4 TH. PLATE

8mm plate welded to connect tie and rafter -minimum 150mm from the cornerand welded throughout alongthe periphery

EAVES BOARD FIXING DETAIL

50NB(L)PURLIN

150

75


1" wooden eaves board

Eaves Board detail along Gable wall end(This detail section is at perpendicular to the rafter)

7.5∅

110

5555 75

ANCHORING BOLT

300

75

375

150

NOTE: ALL DIMENSIONS ARE GIVEN IN MMSHEET TITLE: STEEL TRUSS DETAILING FOR CGI ROOFING BUILDING

160

Room to ReadNepal B

TRUSS

6 mm THICK MS PLATE

(FIXING OF GABLE RAFTER WITH GABLE BAND)

100

100 15

0

100

100 15

0

100

75mm hollow pipe post

Detail At the base of the post

10 dia.Cross rodswelded at the base50 NB PIPE (M) RAFTER

(HORIZONTAL MEMBER)

TOTAL 2 NOS.BASE PLATE FOR EACH TRUSS (REFER DETAIL E-E)

8 mm SHOE PLATE WELDED ONBASE PLATE VERTICALLY ON BOTH SIDEOF TRUSS HORIZONTAL MEMBER

2.0"

0.5"

1.5" 1.5"

0.5"

1.5"1.5"

8.5"

ANCHORAGE DETAIL AT WALL

50NB (M) RAFTER

4 NO.S 13.5 dia.holes for M12 Bolts

8.5"x8.5" PLATE (8mm TH.)

8.5"

3.0"1.5"

Base Plate

150

225

50 NB(L) Purlin Pipe-1st from end

u CLAMP FOR ANCHORING 225mm25NB(M) eaves support pipe piece

225mm long 25NB(M) eaves support pipe



End plate detail

NOTE: ALL DIMENSIONS ARE GIVEN IN MM;UNLESS OTHERWISE MENTIONED

lower clamp welded with eavessupport pipe

Room to ReadNepal C

TRUSSStructure Design By:-B. L. ShresthaNEC No:1186-Civil

Designed By:-Govinda DevkotaNEC No:1191-civil

Checked By:- Approved By:- Structure Design By:-B. L. ShresthaNEC No:1186-Civil


Approved By:-Checked By:-

DETAIL AT 5

Middle PURLIN DETAIL

LENGTH (L1)

PURLIN PLATE 6 mm PURLIN PLATE

End PURLIN DETAIL

LENGTH (L2)

6 mm PURLIN PLATE

Eaves board Plate

4 mm plate

Bolt from 12 dia. bar

8mm plate welded to connect tie and rafter -minimum 150mm from the cornerand welded throughout alongthe peripheryMS plate 1( 200X200X8)

MS plate 2( 200X200X8)

MS Plate 200x200X8 mm

MS Tubular Post 65NB(M)

MS Plate 2(200x200X8)

50 75

MS Plate 6mm thick


13.5 mm hole for 12mm dia bolt

35 35130

13.5 mm hole for 12mm dia bolt or MS Steel

50

6 mm PURLIN PLATE

Eaves board Plate

75ANCHORING BOLT

300

75

375

6 mm THICK MS PLATE

(FIXING OF GABLE RAFTER WITH GABLE BAND)

100

100 15

0

100

100 15

0

100

75mm hollow pipe post

Detail At the base of the post

10 dia.Cross rodswelded at the base50 NB PIPE (M) RAFTER

(HORIZONTAL MEMBER)

TOTAL 2 NOS.BASE PLATE FOR EACH TRUSS (REFER DETAIL E-E)

8 mm SHOE PLATE WELDED ONBASE PLATE VERTICALLY ON BOTH SIDEOF TRUSS HORIZONTAL MEMBER

2.0"

0.5"

1.5" 1.5"

0.5"

1.5"1.5"

8.5"

ANCHORAGE DETAIL AT WALL

50NB (M) RAFTER

4 NO.S 13.5 dia.holes for M12 Bolts

8.5"x8.5" PLATE (8mm TH.)

8.5"

3.0"1.5"

Base Plate

150

225

50 NB(L) Purlin Pipe-1st from end

u CLAMP FOR ANCHORING 225mm25NB(M) eaves support pipe piece

225mm long 25NB(M) eaves support pipe



End plate detail

NOTE: ALL DIMENSIONS ARE GIVEN IN MM;UNLESS OTHERWISE MENTIONED

lower clamp welded with eavessupport pipe

Room to ReadNepal C

TRUSSStructure Design By:-B. L. ShresthaNEC No:1186-Civil


Approved By:-Checked By:-

DETAIL AT 5

Bolt from 12 dia. bar

8mm plate welded to connect tie and rafter -minimum 150mm from the cornerand welded throughout alongthe peripheryMS plate 1( 200X200X8)

MS plate 2( 200X200X8)

MS Plate 200x200X8 mm

MS Tubular Post 65NB(M)


50 75

MS Plate 6mm thick


13.5 mm hole for 12mm dia bolt

35 35130


50

NOTE: ALL DIMENSIONS ARE GIVEN IN MM;


1 3

ISOMETRIC VIEW1'-11"

4'2'

3'-10"

10"

SIDE ELEVATION

10"

0.5" 0.5"

2'-0"

19mm thk.BLOCKBOARDmoulded with 12mm thk. salwooden bead

3x62 mm Pan Head Screw2"x1.5"wooden section

2" 2'-2" 2"

2

Designed By:-Govinda Devkota


ROOM TO READNEPAL

DATE:2015-Nov

Note:1.Each & Every edges o the furniture should berounded.2.Painting finishing should be as per below :-

2.1. Wood primer2. 2. 2 coat Enamel paint-NS

Standard

Stationery/Instruction material Storage Rack (5'x4')forTeacher & Student

1'

side SectionalView

3"1"

1'1"

1'1"

6"1"

1'1"

4'-2

"

4'

3"1'

1'6"

1'1'-

0" ISO 9001/NSstandard 6mm thickPlywood at backside

19mm Blockboard(ISO 9001/NSstandard)withWooden beat

1'-0"

3"WoodenBase

4'-2

"Drawer forTeacher Uses

3-D view (Front)

4

ISOMETRIC VIEW1'-11"

4'2'

3'-10"

12"

12"

0.5" 0.5"

2'-0"

19mm thk.BLOCKBOARDmoulded with 12mm thk. salwooden bead

3x62 mm Pan Head Screw2"x1.5"wooden section

2" 2'-2" 2"

(GRADE 1 & 2) LOW DESK (2 SIDE SITTING)FOR 3X2 CHILDREN

(GRADE 3) LOW DESK (2 SIDE SITTING)FOR 3X2 CHILDREN

PLAN

5'-10" 1"1"

1"1 2"

R2"R2"

R2" R2"1" 1" 1 2"

6'

4'

3'-1

1"1 2"

5'-10"

WHITE BOARD

F-1Approved By:-

Checked By:- ClassroomFurnitureGrade 1,2&3

R2"1" 1111 222222""

4'

3'-1

1"

Classroom

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