SCHOOL BUILDING DRAWING
LOAD BEARING WALL-CGI ROOFING
1 STOREY-3 ROOM-HILL REGION
WORKING DRAWINGS
TABLE OF CONTENTS
TOTAL NUMBERS OF DRAWINGS : 15
S.N.
NAME OF DRAWINGS
Sheet no
1. ARCHITECTURAL DRAWINGS
- TRENCH PLAN
- FLOOR PLAN
- ROOF PLAN
- ELEVATION 1,2,3 & 4
- WALL SECTION A-A & FOUNDATION DETAIL
- RCC BAND DETAIL
- OPENING SCHEDULE
- TYPICAL MS DOOR/WINDOW DETAILS
- TYPICAL MS WINDOW DETAILS
- TYPICAL MS DOOR(8ftX3ft) DETAILS
- TYPICAL WOODEN DOOR & WINDOW DETAILS
2. STEEL TRUSS DRAWINGS
-
STEEL ROOF TRUSS DETAILS
STEEL TRUSS DETAILINGS
STEEL TRUSS DETAILINGS
SHEET 1
SHEET 2
SHEET 3
SHEET 4
SHEET 5
SHEET 6
MS-0
MS-1
MS-2
MS-4
W-DOOR Alt2
TRUSS A
TRUSS B
TRUSS C
4. FURNITURE DRAWINGS
-
CLASSROOM FURNITURE -GRADE 1-3
F-1
FINISHING SCHEDULE
Building Type: 1 Storey CGI Roof with Brick Masonry
IPS
FB+TR
1.4 Verandah
IPS
FB+TR
2 External Wall & Others
2.1 GL to Plinth Level
2.2 Super structure wall
Beams & wall
2.3 band/stitch
3.4 Apron
D1=2
CP+WP1 D2=2
CP+WP
MS
WPP
Aldrops
Al(150300mm)
Symbol
Descriptio
n of
symbol
SB-100
Al
W=12
Symbol
Descript
ion of
symbol
MS
CP+WP CP+WP1
CPP
FB+TR
CP+WP
LEGENDS:
Symbol
Descript
ion of
symbol Symbol
Description of
symbol
Symbol
CP
Cement
Al
Plaster
IPS
Cement
Screed SB-125
floor
Steel Butt HingeWP2
125mm
FB
Fair
face
Brick
Steel Butt HingeWP3
100mm
BS
Brick on
edge
SB-75
soling
CPP
Cement
Plaster
with
Punning
SB-100
Aluminium
WP1
Steel Butt HingeEP1
75mm
Description of
symbol
Water Proof
Cement
Paint;White
Water Proof
Cement Paint;
Enamel paint
EP2
TR
Red Terracota
paint
Mild steel
WPS
Wooden
Panelled shutter
MST
Mild Steel tubular
truss:enamel
painted
WPP
Shutter from
Water proof ply
and wooden style
WEP
Wooden eaves with
enamel paint
FCC
False ceiling with
cladex sheet
MS
WPP
Al(75mm
)
SB-75
Al
Included
in MS
frame
EP1
EP1
MST
CGI
FCC
Eaves
Board
False
Ceiling
Cover
Structure
Shutter
Grill
Handle
Tower
Bolt
Hook
NA
Roof
Paint
1 Ground Floor
1.1 Class room
Door & Window
Hardware
Shutter
Lock Set
Type
Sections
Frame
Hardware
Shutter
Frame
Type &
Nos
Surface
Internal
Wall
External
Wall
Sections
WINDOW
Frame
DOOR
Hinges
CEILING
Type &
Nos
COLUMN /
BEAM/RAIL
S
WALL
Handle
FLOOR
FINISH
Hinges
Area
Tower
Bolt
S.No
.
WEP
12'-5"
3'-4"
2'-9"
9'-7"
3'-4"
Y
2'-0"
3'-0"
A
29
'-7
"
2
-6"
24'-10"
2'-9"
5'-8"
P
B
5'-8"
3'-0"
4'-10"
40'
1"
52'-
14'-3"
8'-2"
3'-0"
4'-7"
8'-2"
9'-8"
12'-5"
5'-8"
3'-0"
14'-0"
16'-3"
5'-8"
2'-9"
12'-5"
"
'-5
4
9'-8"
5
20
24'-10"
2'-9"
3
X
K
K
B
4
12'-5"
9'-7"
1'-10"
A
3
53'-3"
2
1
C
c
1
P
Z
12'-5"
3'-1"
2'-0"
12'-5"
12'-5"
8" 9" 8"
12'-5"
49'-6"
8" 1'-10" 8"
5
2'-0"
2'-0"
3'-8"
7'-8"
2'-0"
8" 9" 8"
9" 8" 9" 8" 4"
A
2'-0"
3'-7"
4'-11"
9" 8"
C
8" 9"
2'-6"
2'-11"
3
8" 1'-3" 8"
7" 9" 8"
8" 9" 9" 8"
B
2'-9"
5
1
2'-9"
8" 9" 9" 8"
4
3
8" 1'-6" 7"
2
1
1'-6"
8" 1'-6" 8"
A
2'-9"
1'-10"
1'-5" 1'-5"
2'-9"
Detail at X-X
Room to Read
Nepal
3
Project:1 Storey/3Room/ Frm- BrickCGI Roof -Hill Region
Date:
2015-Nov
Revised Date:
2016-Jan
Detail at Z-Z
Detail at Y-Y
Title:Trench Plan
Structure Design By:B. L. Shrestha
NEC No:1186-Civil
Designed By:Govinda Devkota
NEC No:1191-Civil
Checked By:-
Approved By:-
1.
1
Only written dimensions to be
followed. Drawings not to be
measured as per given scale
2. Any discrepancy or omission
in this drawing if found shall
be reported immediately to
SHEET
site engineer
1
3
12'-5"
1'-2"
1'-2"
1'-2"
1'-6"
w
w
12'-5"
2'-1" 3'-0" 1'-6"
w
5
51'-9"
12'-5"
1'-10"1'-6" 3'-0" 2'-1" 3'-0" 1'-6" 1'-5" 3'-0"
1'-3"
A
4
3
A
12'-5"
1'-6" 3'-0" 2'-1" 3'-0" 1'-6"
w
w
1'-2"
1'-6" 3'-0" 2'-1" 3'-0" 1'-6"
w
w
w
1'-1"
1
1'-6"
2
A
9"
Office Room
14'-0"x15'-6"
Area=217 Sft
D2
w
5'-0"
w
2
23'-6"
B
5'-8"
w
w
1'-6"
1'-2"
1'-6"
w
5'-0"
5'-8"
17'-0"
14'-1"
D2
D2
16'-3"
Pre fab panel will be
used as partition
wall
17'-0"
B
Class Room2
17'-0"x15'-6"
Area=263 Sft
15'-6"
15'-6"
15'-6"
23'-6"
4
16'-3"
Class Room 1
17'-0"x15'-6"
Area=263 Sft
C
UP
1'-8"
1'-10"
12'-0"
1'-3"
3'-0" 2'-0" 3'-0" 1'-5"
1'-5" 3'-0"
12'-5"
2'-9"
4'-0"
C
UP
6'-0"
1'-3"
3'-0" 1'-0" 1'-6" 3'-0"
12'-5"
2'-3"
17'-0"
1'-3"
3'-0" 1'-4" 1'-6" 3'-0" 1'-11" 3'-0" 1'-8"
12'-5"
12'-5"
51'-9"
1
2
A
4
3
5
1
Room to Read
Nepal
Project:1 Storey/3Rm/ Frm- BrickCGI Roof -Hill Region
Date:
2015--Nov
Sheet Title:Floor Plan for 3
Rooms
Structure Design By:B. L. Shrestha
NEC No:1186-Civil
Designed By:Govinda Devkota
NEC No:1191-Civil
Checked By:-
Approved By:-
1.
Only written dimensions to be
followed. Drawings not to be
measured as per given scale
2. Any discrepancy or omission in this
drawing if found shall be reported
SHEET
immediately to site engineer
2
3
54'-10"
54'-4"
12'-5"
4
3
12'-5"
12'-5"
12'-5" (P2)
12'-5" (P2)
B
5
12'-5"
2'-5"
2'-5"
2'-5"
2'-0"
2'-5"
A
A
2
1
A
2'-0"
14'-10" (P1)
13'-3"
13'-2"
14'-10" (P1)
3"
Projection of Truss
2
16'-3"
Gable
26'-3"
15'-6"
Truss
Truss
Truss
Gable
21'-11"
26'-3"
4
16'-3"
Projection of CGI sheet
2'-0"
B
5'-8"
13'-2"
5'-8"
2'-0"
2'-0"
C
13'-0"
B
2'-5"
12'-5"
1
12'-5"
12'-5"
2
A
12'-5"
4
3
B
C
2'-5"
5
54'-4"
1
Room to Read
Nepal
Project:1 Storey/3Rm/ Frm- Brick- CGI Roof
-Hill Region
Date:
2015-10
Sheet Title:Roof Plan
Structure Design By:B. L. Shrestha
NEC No:1186-Civil
Designed By:Govinda Devkota
NEC No:1191-Civil
Checked By:1.
Approved By:-
Only written dimensions to be followed. Drawings not
to be measured as per given scale
2. Any discrepancy or omission in this drawing if found shall
be reported immediately to site engineer
SHEET
3
6'-8"
11'-4"
17'-0"
2'-7"
4'-6"
2'-3" 3"
2'-6"
4'-0"
5'-0"
1'-6"
Elevation-1
15'-6"
1'-6"
1'-0" 6"
6"
G.L
8'-3"
3"
5'-9"
5'-0"
8'-3"
9'-2"
8'-0"
1'-6"
1'-6"
2'-3" 3"
2'-8"
3"
2'-7"
1'-3"
2'-7"
3"
2"
1'-0"
4'-6"
CGI SHEET GABLE COVER
1'-6"
Elevation-2
CGI SHEET GABLE
COVER
Elevation-3
Room to Read
Nepal
Project:1 Storey/3 Room/ Frm- Brick- CGI
Roof -Hill Region
Date:
2015-10
Elevation-4
Sheet Title:ELEVATION 1,2,3
&4
Structure Design By:B. L. Shrestha
NEC No:1186-Civil
Designed By:Govinda Devkota
NEC No:1191-Civil
Checked By:1.
Approved By:-
Only written dimensions to be followed. Drawings not
to be measured as per given scale
2. Any discrepancy or omission in this drawing if found shall
be reported immediately to site engineer
SHEET
4
C
Detail 1.Section at P-P
Detail of steps & Verandah
WALL SECTION AT A-A A
B
26 Gauge color coated 2 Nos 8
Feet long CGI Sheet (0.41
mm,26g) for roofing at each side
0"
Base plate
5
5'-6"
3
V2 S1 V1
10'-9"
6"
IPS floor finish
9"
2'-0"
40mm thk screeding (1:6)
4"
6" 4"
1'-6"
9'-3"
w
5'-6"
Ground
Level
4
26'-3"
9'-3"
6"
11"
1'-6"
S2
6"
S2
V3
11'-
6"
V2
1'-3"
6
4
S1
1
1'-0"
3'-6"
V1
V3
V4
S3
V4
S3
1'-0"
9"
Slope (1:40)at
Verandah
False Ceiling
1
1 no 16 mm Ø Vertical steel
9"
12'-
2
5'-9"
2'-0"
9"
3" Thick PCC (1:3:6)
6" Stone or Hard Core filling
Compacted Earth
2'-0"
2'-6"
2'-9"
9" 9"
15'-6'
1 no 16 mm Ø Vertical steel
1'-6"
1'-6"
9"
2'-9"
FOOTING SCHEDULE FOR WEAK SOIL(Safe Bearing Capacity:50 kN/Sq.m)
TYPE
F1-Foundation at
Wall portion
F1(With Buttress
wall)
F2(Verandah)
DEPTH OF
FOUNDATION
SIZE OF RCC AT
FOOTING
B=2'-0";H= 6";
L=Throughout main
building wall length
STEEL
BOTHWAY
REMARKS
FOOTING SCHEDULE FOR SOFT SOIL (Safe Bearing Capacity-100 kN/Sq.m)
TYPE
10 Ø(Fe500)@6"C/C
F1-Foundation at
Wall portion
3'-6"
B=2'-9";H= 6";
L=Throughout main
building wall length
10 Ø(Fe500)@6"C/C
F1(With Buttress
wall)
3'-6"
B=1'-6";H= 6";
L=Throughout the
Verandah length
10 Ø(Fe500)@6"C/C
3'-6"
F2(Verandah)
DEPTH OF
FOUNDATION
SIZE OF RCC AT
FOOTING
STEEL
BOTHWAY
B=2'-0";H= 4";
L=Throughout main
building wall length
10 Ø(Fe500)@6"C/C
3'-6"
B=2'-9";H= 4";
L=Throughout main
building wall length
10 Ø(Fe500)@6"C/C
3'-6"
B=1'-6";H= 4";
L=Throughout the
Verandah length
10 Ø(Fe500)@6"C/C
3'-6"
REMARKS
2'-8"
IPS floor finish
9"
40mm thk screeding (1:6)
3" Thick PCC (1:3:6)
6" Stone or Hard Core filling
6" 4"
2'-0"
2'-9"
3'-6"
2'-0"
3'-6"
9"
3"
6"
6"
Compacted Earth
2'-0"
9"
1'-0"
40mm thk screeding (1:6)
3" Thk PCC (1:3:6)
6" Stone / 1 layer Brick soling
1'-6"
3'-0"
3'-0"
IPS floor finish
9"
9"
Compacted Earth
2'-0"
Brick Masonry(1:6)
4" Thick RCC (1:2:4)with 10Ø@6 c/c
steel(Fe500) both ways
1 layer brick soling/6" thick stone or Hard
core soling
Compacted Earth
FOUNDATION DETAIL FOR SAFE BEARING
CAPACITY=100KN/Sq.m
Room to Read
Nepal
Project:1 Storey/2Rm/ Frm- Brick- CGI Roof
-Hill Region
Date:
2015-Nov
Revised Date:
2016-feb
Title:Wall Section &
Foundation Detail
Structure Design By:B. L. Shrestha
NEC No:1186-Civil
Designed By:Govinda Devkota
NEC No:1191-Civil
Checked By:Approved By:-
1.
Only written dimensions to be followed. Drawings not
to be measured as per given scale
2. Any discrepancy or omission in this drawing if found shall
be reported immediately to site engineer
SHEET
5
D
1'-10"
C
9"
9"
9"
A
A
C
Strengthening of Masonry Around Openings
6"
6"
D
6"
D
B
3"
3'-0"
B
3"
Lintle Band
1'-3"
5'-6"
Stitch
9"
Sill Band
3"
3"
3'-0"
RCC Band at T
Section
9"
A
8'-0"
A
RCC Band at Corner
Plinth Band
Detail 4
Detail At
Buttress with
vertical steel
Elevation-1
Vertical Ties
Vertical Ties
w
D
9"
9" 9"
3"
9"
12'-6"
SECTIONAL PLAN AT A-A
TYPICAL SECTION FOR
STRENGTHENING OF MASONRY
AROUND OPENING FOR WINDOW
Detail 3
TYPICAL SECTION FOR
STRENGTHENING OF MASONRY
AROUND OPENING FOR DOOR
1
2
1
3
4
5
6
6
5
7
8
7
REINFORCEMENT FOR
VERTICAL TIE
REINFORCEMENT DETAIL
AT SILL,STITCH,LINTLE,ROOF,GABLE BANDS
2
3
3"
3"
1"
Legend
1.Lintle Band
2.3" thick Jamb Concrete
3.Reinforcement for Vertical tie
4.Window
5.Brick wall
6.Toothing in Brick
7.Sill Band
8.Door
9.RCC Plinth Band
Detail 5:RCC Band
Detail
NOTE:
1. CONCRETE : M15(1:2:4)
2. PROVIDE OVERLAP FOR SPLICING STEEL@60Xd
3. MINIMUM CLEAR COVER :a. All Bands : 25 mm
4.VERTICAL REINFORCEMENT (AT BUTTRESS ,WINDOW & DOOR
OPENINGS) STARTS FROM FOUNDATION.
9
1'-6"
Room to Read
Nepal
Project:1 Storey/ From- Brick- CGI Roof -Hill
Region
Date:
2015-Nov
Revised Date:
Title:RCC Band Details
Structure Design By:B. L. Shrestha
NEC No:1186-Civil
Designed By:Govinda Devkota
NEC No:1191-Civil
Checked By:Approved By:-
1.
Only written dimensions to be followed.
Drawings not to be measured as per given
scale
2. Any discrepancy or omission in this drawing
if found shall be reported immediately to
site engineer
SHEET
6
Opening Schedule for 3 ROOM CGI model
Particular
SN
`
`
`
`
`
1
Door with Double Shutter
Symbol
D1
Length
3'-6"
2
Single shutter Dooor
D2
3'-0"
3
Window with Ventilation
W
3'-0"
Height
Number
8'-0"
0
8'-0"
3
Remarks
Door with
Ventilation
Door with
Ventilation
13
5'-6"
4
5
16
Total
Room to Read
Nepal
School Room Program
Project:School Building Construction
Date:
2015-Oct
Title:DOOR/WINDOW
SCHEDULE
Prepared By:Keshab Paudel
Designed By:Govinda Devkota
Checked By:Approved By:-
1.
Only written dimensions to be followed. Drawings not to
be measured as per given scale
2. Any discrepancy or omission in this drawing if found shall
be reported immediately to site engineer
MS-0
40x40x4 MS ANGLE
200 mm LONG HOLDFAST
40 LONG 12x12x3 SQUARE PIPE
40x40x4
MS ANGLE
40x40x4 MS ANGLE
100 LONG 25x25x3 MS ANGLE
DETAIL AT "A"
DETAIL AT "B"
NUT & BOLT
40x40x4 MS ANGLE
MS VENTILATION FRAME
HOLDFAST
DETAIL
3'-0"
DETAIL AT "E"
150/75 long HINGE IN
MS DOOR/WINDOW FRAME
100 LONG 25x25x3 mm MS
ANGLE
150/75 long HINGE IN
MS DOOR/WINDOW FRAME
1'-6"
4"
2"
1'-6"
40x40x4 MS ANGLE
4"
1.5" wooden section along the MS
frame to screw the HINGE
40 x 40 x 4 MS FRAME
25X4 MS plate
100 LONG 25x25x3 MS ANGLE
4"
40 x 40 x 4 MS FRAME
4"
1'
40x40x4 MS ANGLE
100 LONG 25x25x3 mm MS
ANGLE
DETAIL AT "C"
Note: 5 mm gap between ms plate and wooden frame for easy fit
considered in design
Room to Read
Nepal
School Room Program
Project:School Builidng Construction
Date:
2015-Oct
Title:MS DOOR/WINDOW
-DETAILING
Prepared By:Keshab Paudel
Designed By:Govinda Devkota
NEC No:1191-Civil
Checked By:Approved By:-
1.
Only written dimensions to be followed. Drawings not to
be measured as per given scale
2. Any discrepancy or omission in this drawing if found shall
be reported immediately to site engineer
MS-1
MS WINDOW FRAME & SHUTTER(Size=5'6"X3')
100 LONG 25x25x3 mm MS
ANGLE
3'
4"
1'-6"
1'-6"
40x40x4 MS ANGLE
A
4"
121"
834"
4'-6"
4'-243"
3'-021"
9 mm WP Plywood
3"X 1.5" STYLE
4'-541"
4'-6"
5'-241"
3"X 1.5" STYLE
2"
1'
1'
4"
2"
4"
1'-6"
1'-6"
2"
4"
3'
40x40x4 MS ANGLE
75 mm HINGE
25x4 MS PLATE
3"
121"
834"
3"X 1.5" STYLE
221"
1'-541"
2"
121"
1'-534"
Plate with Hole for Tower bolt
3'
100 LONG 25x25x3 mm MS
ANGLE
40x40x4 MS ANGLE
221"
1'-134"
1'-634"
221" 221"
3'-234"
1'-341"
1'-643"
1"
Note: 5 mm gap between ms plate and wooden frame for easy fit considered in design
Room to Read
Nepal
School Room Program
Project:School Building Construction
Date:
2015-Oct
Title:TYPICAL DWG - MS
WINDOW FRAME WITH
WP PLYWOOD SHUTTER
Prepared By:Keshab
Designed By:Govinda Devkota
NEC No:1191-Civil
Checked By:Approved By:-
MS-2
MS DOOR FRAME & WP PLYWOOD SHUTTER(Size=8ft X3ft)
3'
3'
1'-6"
2"
4"
9"
3"
4"
9"
1'
Plate with Hole for Tower bolt
2"
421"
3"X 1.5" STYLE
12 mm thick WP Plywood
C
SHUTTER OPENING
OUTSIDE CLASSROOM
100 LONG
25x25x3 MS
ANGLE
2'-734"
3'-234"
2'-721"
Plate with Hole for Tower bolt
921"
1'-1141"
40x40x4 MS ANGLE
834"
1'
121"
40x40x4 MS ANGLE
1'-6"
1'-6"
2'-234"
1'-6"
E
2'-421"
3"
2'-234"
150 mm HINGE
40x40x4 MS ANGLE
2"
2'-7"
7'-3"
5"
7'-234"
5"X 1.5" STYLE
2"
2'-11"
2'-534"
100 LONG
25x25x3 MS
ANGLE
2"
2'-10"
2'-1021"
2'-1034"
12 mm thick WP Plywood
2'-1143"
1
2"
9"
1134"
4.5"X 1.5" STYLE
25X4 MS Plate
3"
2'-5"
3"
25X4 MM MS
PLATE
Plate with Hole
for Tower bolt
Note: 5 mm gap between ms plate and wooden frame for easy fit considered in design
Room to Read
Nepal
School Room Program
Project:School Building Construction
Date:
2015-Oct
Title:TYPICAL DWG-MS DOOR
FRAME WITH WP PLYWOOD
SHUTTER
Prepared By:Keshab
Designed By:Govinda Devkota
NEC No:1191-Civil
Checked By:Approved By:-
1.
Only written dimensions to be followed.
Drawings not to be measured as per given
scale
2. Any discrepancy or omission in this
drawing if found shall be reported
immediately to site engineer
MS-4
C
C
B
3"X 4" FRAME
3"X 4" FRAME
1'
12Ø Rod @4" c/c
3"X 4" FRAME
12Ø Rod @4" c/c
12Ø Rod @4" c/c
3"X 4" FRAME
3"X 1.5" STYLE
3"X 4" FRAME
3"X 1.5" STYLE
3"X 4" FRAME
3"X 1.5" STYLE
1" THK. PANEL
1" THK. PANEL
3"X 1.5" STYLE
1" THK. PANEL
C
12Ø Rod @5" c/c
3"X 1.5" STYLE
3"X 1.5" STYLE
Opening Schedule for 3 Room Building
1" THK. PANEL
1" THK. PANEL
SN
3"X 1.5" STYLE
3"X 4" FRAME
3"X 1.5" STYLE
`
`
1" THK. PANEL
`
3"X 1.5" STYLE
Particular
Symbol
Length
Height
Number
Door
D2
3'-0"
2
Window
W
3'-0"
5'-6"
13
3
Ventilation
at Gable
V
3'-0"
1'-0"
2
1
8'-0"
Total
Remarks
3
18
SECTION AT B-B
B
Room to Read
Nepal
School Room Program
DOOR (D2)
Project:School Building
Construction/Hill type
Date:
2015-Oct
Title:Alternate 2:Wooden
Door(D2 ) ;& Window W1
and Ventilation(V)detail
Perpared By:Keshab Paudel
Checked by:Govinda Devkota
NEC No:1191-Civil
Checked By:Approved By:-
1. Only written dimensions to be followed. Drawings not to be
measured as per given scale
2. Any discrepancy or omission in this drawing if found shall be
reported immediately to site engineer
W-WINDOW-Alt 2)
C
B
A
5'-8"
3'-3
"
6"
2
8'-0
"
"
3'-3
"
4'-6"
3'-3
"
6"
4
3'-3
6
V1
S1 V2
S2
5
V3
S3
1
V4 V4
S3
V3
S2
V2 S1 V1
3
11'-3"
8'-0
"
4
11'3"
26'-3"
FULL TRUSS DETAIL GRID 2 ,3& 4
Room to Read
Nepal
School Room Program
Project:1 Storey Frm- Brick- CGI Roof
Date:
2015-Nov
Sheet Title:Steel Roof Truss
Detail
Checked By:Designed By:Govinda Devkota
NEC No:1191-civil
Approved By:-
1.
Only written dimensions to be followed.
Drawings not to be measured as per given
scale
2. Any discrepancy or omission in this drawing
if found shall be reported immediately to
site engineer
A
TRUSS
8mm TH. 160X160 SPLICE PLATE
160
50 NB (L) PURLIN
60
13.5mm dia. HOLE FOR M12 BOLT
0
15
MS PURLIN PLATE ON RAFTER
35 90 35
300
160x60x8 mm MS PLATE
150
4 NOS 14 dia.holes
for M12 Bolts
160x160 PLATE (8mm Thick)
M12 Bolts
50 NB PIPE (M)
50NB (M) RAFTER
(HORIZONATL TIE)
DETAIL AT 3
50 NB (L) PURLIN
160x60x6 mm MS PLATE
13.5mm dia. HOLE FOR M12 BOLT
SPLICE PLATE DETAIL
SECTION AT A-A
MS PURLIN PLATE AT EDGES OF PURLINS
EAVES BOARD FIXING DETAIL
75
DETAIL 1
50 x 140 x 4 TH. PLATE
50 NB PIPE (L) PURLIN
50 NB PIPE (M) RAFTER
PURLIN & RAFTER JOINT DETAIL ON GABLE END
AND ON WHEREVER PURLIN CONTINUED
u CLAMP FOR ANCHORING PURLIN WITH ANGLE
50 NB PIPE (L) PURLIN
50 NB (M) PIPE RAFTER
150
ELEVATION X
DETAIL J2
50X50X4 mm ANGLE (150 mm
LONG) WELDED TO RAFTER
Eaves Board detail along Gable wall end
(This detail section is at perpendicular to the rafter)
150
Middle PURLIN DETAIL
PURLIN PLATE
MS plate
50X50X4 mm ANGLE (150 mm
LONG) WELDED TO RAFTER
150 mm long Eaves board
ELEVATION X
50 NB (M) PIPE
RAFTER
LENGTH (L1)
2 NOS 10Ø HOLES
FOR 8Ø BOLTS
DETAIL AT 4
Designed By:Govinda Devkota
NEC No:1191-civil
Eaves board Plate
4 mm plate
6 mm PURLIN PLATE
LENGTH (L2)
50 x 140 x 4 TH. PLATE
Structure Design By:B. L. Shrestha
NEC No:1186-Civil
6 mm PURLIN PLATE
End PURLIN DETAIL
D-D
SHEET TITLE: STEEL TRUSS DETAILING FOR CGI ROOFING BUILDING
Room to Read
Nepal
55
1" wooden eaves board
8mm plate welded to connect tie and
rafter -minimum 150mm from the corner
and welded throughout along
the periphery
PURLIN JOINT DETAILS
DETAIL J1
u CLAMP FOR ANCHORING PURLIN WITH ANGLE
50 NB PIPE (L) PURLIN
55
50NB(L)PURLIN
110
DETAIL AT 2
12mm dia. NUT/BOLT
150
6mm TH. 60X160 PLATE
7.5∅
8mm TH. 60X160 PLATE
6mm TH. 60X160 PLATE
NOTE: ALL DIMENSIONS ARE GIVEN IN MM
Checked By:-
Approved By:-
TRUSS
B
8.5"
1.5"
3.0"
4 NO.S 13.5 dia.holes
for M12 Bolts
8.5"x8.5" PLATE
(8mm TH.)
50NB (M) RAFTER
50 NB PIPE (M) RAFTER
(HORIZONTAL MEMBER)
8.5"
0.5"
1.5" 1.5"
0.5"
2.0"
1.5" 1.5"
MS Plate 2(200x200X8)
TOTAL 2 NOS.BASE PLATE FOR EACH TRUSS
(REFER DETAIL E-E)
8mm plate welded to connect tie and
rafter -minimum 150mm from the corner
and welded throughout along
the periphery
MS plate 1( 200X200X8)
8 mm SHOE PLATE WELDED ON
BASE PLATE VERTICALLY ON BOTH SIDE
OF TRUSS HORIZONTAL MEMBER
MS plate 2( 200X200X8)
ANCHORAGE DETAIL AT WALL
75
Base Plate
75
DETAIL AT 5
50
300
375
13.5 mm hole for 12mm dia bolt
MS Plate 1(200x200X8)
75
ANCHORING BOLT
Bolt from 12 dia. bar
35 130 35
50 NB(L) Purlin Pipe-1st from end
2 NOS 10Ø HOLES
FOR 8Ø BOLTS
MS Tubular Post 65NB(M)
u CLAMP FOR ANCHORING 225mm
25NB(M) eaves support pipe piece
225mm long 25NB(M)
eaves support pipe
lower clamp welded with eaves
support pipe
150
MS Plate 6mm thick
13.5 mm hole for 12mm dia bolt or MS Steel
225
50 x 140 x 4 TH. PLATE
50
End plate detail
MS Plate 200x200X8 mm
Room to Read
Nepal
Structure Design By:B. L. Shrestha
NEC No:1186-Civil
Designed By:Govinda Devkota
NEC No:1191-civil
NOTE: ALL DIMENSIONS ARE GIVEN IN MM;
UNLESS OTHERWISE MENTIONED
Checked By:Approved By:-
TRUSS
C
LOW DESK (2 SIDE SITTING)FOR 3X2 CHILDREN
1
Stationery/Instruction material Storage Rack (5'x4')for
Teacher & Student
12"
1' 0"
1'
1'
4'-2"
Drawer for
Teacher Uses
"
19mm thk.BLOCKBOARD
moulded with 12mm thk. sal
wooden bead
1'
2'-0"
1'0"
3"
3"
1"
1'
1"
1'
4'-2"
"
10
3'ISOMETRIC VIEW
11
3x62 mm Pan Head Screw
12"
2"x1.5"
wooden section
2"
LOW DESK (2 SIDE SITTING)FOR 3X2 CHILDREN
2'
(GRADE 1 & 2)
2"
2'-2"
4
WHITE BOARD
6'
R2
"
1"
1"
5'-10"
10"
R2
"
1"
2
1"
4'
0.5"
0.5"
3"Wooden
Base
3-D view (Front)
2
4'
1'-
1"
6"
1"
6"1'
19mm Blockboard
(ISO 9001/NS
standard)with
Wooden beat
4'
side Sectional
View
2'
ISO 9001/NS
standard 6mm thick
Plywood at back
side
1"
1'
(GRADE 3)
3
1
2"
19mm thk.BLOCKBOARD
moulded with 12mm thk. sal
wooden bead
0.5"
10"
0.5"
2"
2'-2"
5'-10"
2"
1"
R2"
PLAN
3x62 mm Pan Head Screw
2"x1.5"
wooden section
SIDE ELEVATION
1"
R2
"
2'-0"
1
2"
3'-11"
1'11
"
4'
"
10
3'ISOMETRIC VIEW
Note:
1.Each & Every edges o the furniture should be
rounded.
2.Painting finishing should be as per below :2.1. Wood primer
2. 2. 2 coat Enamel paint-NS
Standard
ROOM TO READ
NEPAL
DATE:2015-Nov
Prepared By:Keshab Paudel
Checked By:-
Designed By:Govinda Devkota
Approved By:-
Classroom
Furniture
Grade 1,2&3
F-1