8/19/2019 Tandin Dorji Workshop Structure
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Structural Drawing
Project Name
Project Adress
Client Name
Plot No. Thram.
Proposed Extension of ExistingStore
Phuentsholing
Tandin Dorji
305/8,305/7
8/19/2019 Tandin Dorji Workshop Structure
2/12
Level 1
0
Level 2
1850
Level 3
5000
> H c / 4
1 0 Ø @ 1 0 0 c / c
7 0 0
1 0 Ø @ 1 5 0 c / c
−
> H c / 4
1 0 Ø @ 1 0 0 c / c
7 0 0
> 4 7 Ø
S p l i c e L e n g t h
9 3 5
No Splice Zone No Splice Zone
No Splice Zone
Splice Zone
Splice Zone Splice Zone
N o S p l i c e Z o n e
N o S p l i c e Z o n e
S p l i c e Z o n e
0.3L0.4 L0.3 L
7 0 0
1 3 0 0
1 1 5 0
A n c h o r a g e 5 7 Ø
10Ø@100c/c
2xDepth of Beam40
10Ø@100c/c
2xDepth of Beam 40
10Ø@150c/c
−
= 0.3xL
Extra Bar Length
= 0.3xL
Extra Bar Length−
Rebar Anchorage Length[Minimum Length = 57xØ10Ø = 570mm12Ø = 684mm16Ø = 912mm20Ø = 1140mm25Ø = 1425mm
Rebar Develpoment Length[Minimum Length = 47xØ10Ø = 470mm12Ø = 565mm16Ø = 752mm20Ø = 1940mm25Ø = 1175mm
Rebar Splice Length[Minimum Length = 47xØ10Ø = 470mm12Ø = 565mm16Ø = 752mm20Ø = 1940mm25Ø = 1175mm
S p l i c e n o t p e r m i t t e d i n G r o u n d F l o o r
2 7 0 0 P
r o j e
c t
T I T L E
Project Address
D r a
w i n
g
T i t l e
Client Name
Engineer
Architect
Plot Thram
Scale
Approval Date & Signature
DWG No.
1 : 20
P r o p o
s e d
E x t e
n s i o n o f E x i s t i
n g S t o r e
B e a m C o l u
m n D e t a i l i n
g
Phuentsholing
Tandin Dorji
Phub Tshering
Dawa Tamang
St-06
305/8,305/7
8/19/2019 Tandin Dorji Workshop Structure
3/12
1 2 3
A
B
1.1
A.1
9 2 5
4 6 2 5
6950 7850
1300 5650
5 5 5 0
F1 F1 F1
F1 F1
CF1
1800
1 8 0
0
3 8 0 0
1 8 0 0
Plinth
300
Footing
−1500
1800
3 5 0
1 0 0
1 4 0
1 0 Ø @ 7 5 c / c
S p e c i a l C o n f i n i n g
R e i n f o r c e m e n t
12@160c/c Bothways
12@140c/c Bothways
PCCStone Soling
Plinth
300
Footing
−1500
3 5 0
1 0 0
1 4 0
12@160c/c Bothways
12@140c/c Bothways
Stone Soling
PCC
1 0 Ø @ 7 5 c / c
S p e c i a l C o n f i n i n g
R e i n f o r c e m e n t
Plinth
300
Footing
−1500
1800
3 5 0
1 0 0
1 4 0
1 0 Ø @ 7 5 c / c
S p e c i a l C o n f i n i n g
R e i n f o r c e m e n t
12@160c/c Bothways
12@140c/c Bothways
PCCStone Soling
P r o j e
c t
T I T L E
Project Address
D r a
w i n
g
T i t l
e
Client Name
Engineer
Architect
Plot Thram
Scale
Approval Date & Signature
DWG No.
Feb-2016
Asindicated
P r o p o
s e d
E x t e
n s i o n o f E x i s t i
n g S t o r e
F o o t i
n g L a y o u t
a n d
D e t a i l
s
Phuentsholing
Tandin Dorji
Phub Tshering
Dawa Tamang
S.2
305/8,305/7
1 : 50
Footing1
1 : 25
Footing F12
1 : 25
Footing CF1 Along Longer Span3
1 : 25
Footing CF1 Along Shorter Span4
8/19/2019 Tandin Dorji Workshop Structure
4/12
1 2 3
A
B
1.1
A.1
9 2 5
4 6 2 5
6950 7850
1300 5650
5 5 5 0
C 1
C 1
C 1
C 1
C 1
C 1
C 1
2
S.3
400
4 0 0
8nos. 16Ø
Stirrup 10@100/150c/c
P r o j e
c t
T I T L E
Project Address
D r a
w i n
g
T i t l
e
Client Name
Engineer
Architect
Plot Thram
Scale
Approval Date & Signature
DWG No.
Feb-2016
Asindicated
P r o p o
s e d
E x t e
n s i o n o f E x i s t i
n g S t o r e
C o l u
m n L a y o u t
Phuentsholing
Tandin Dorji
Phub Tshering
Dawa Tamang
S.3
305/8,305/7
1 : 10
Column C12
8/19/2019 Tandin Dorji Workshop Structure
5/12
1 2 3
A
B
1.1
A.1 9 2 5
4 6 2 5
6950 7850
1300 5650
5 5 5 0
PB/RB Beam 300x450 PB/RB Beam 300x450
PB/RB Beam 300x450 PB/RB Beam 300x450
P B / R B B e a m 3 0 0 x 4 5 0
P B / R B B e a m 3 0 0 x 4 5 0
P B / R B B e a m 3 0 0 x 4 5 0
1 2 3
A
B
1.1
A.1
9 2 5
4 6 2 5
6950 7850
1300 5650 3900 3950
5 5 5 0
FB Beam 300x450
FB Beam 300x450
F B B e a m 3 0 0 x 4 5 0
F B B e a m 3 0 0 x 4 5 0
S e c o n d a r y B e a m 2
5 0 x 3 5 0
P r o j e
c t
T I T L E
Project Address
D r a
w i n
g
T i t l
e
Client Name
Engineer
Architect
Plot Thram
Scale
Approval Date & Signature
DWG No.
Feb-2016
1 : 50
P r o p o
s e d
E x t e
n s i o n o f E x i s t i
n g S t o r e
B e a m L a y o u t
Phuentsholing
Tandin Dorji
Phub Tshering
Dawa Tamang
S.4
305/8,305/7
1 : 50
Plinth Beam & Roof Beam Layout1
1 : 50
1st Floor2
8/19/2019 Tandin Dorji Workshop Structure
6/12
Plinth
300
1st Floor
3450
1 2 3
Roof
6600
Footing−1500
6950 7850
3 1 5 0
3 1 5 0
1 8 0 0
2300 2300 2600 2600
10Ø@100c/c
900
10Ø@150c/c
4750
10Ø@100c/c
900
10Ø@100c/c
900
10Ø@150c/c
5650
10Ø@100c/c
900
2−16 Ex 3−16Ø St 2−16 Ex
4−16Ø St
2300 2300 2600 2600
10Ø@100c/c
900
10Ø@150c/c
4750
10Ø@100c/c
900
10Ø@100c/c
900
10Ø@150c/c
5650
10Ø@100c/c
900
2−16 Ex 3−16Ø St 2−16 Ex
4−16Ø St
2−16 Ex 3−16Ø St 2−16 Ex
4−16Ø St
2−16 Ex 3−16Ø St 2−16 Ex
4−16Ø St
2−20 Ex 3−20Ø St 2−20 Ex
4−20Ø St
2600 2600
10Ø@100c/c
900
10Ø@150c/c
5650
10Ø@100c/c
900
P r o j e
c t
T I T L E
Project Address
D r a
w i n
g
T i t l
e
Client Name
Engineer
Architect
Plot Thram
Scale
Approval Date & Signature
DWG No.
Feb-2016
1 : 50
P r o p o
s e d
E x t e
n s i o n o f E x i s t i
n g S t o r e
B e a m D e t a i l
s
Phuentsholing
Tandin Dorji
Phub Tshering
Dawa Tamang
S.5
305/8,305/7
1 : 50
Beam Along Grid A1
8/19/2019 Tandin Dorji Workshop Structure
7/12
Plinth
300
1st Floor
3450
1 2 3
Roof
6600
Footing
−1500
565O 7850
3 1 5 0
3 1 5 0
1 8 0 0
2300 2300 2600 2600
10Ø@100c/c
900
10Ø@150c/c
4750
10Ø@100c/c
900
10Ø@100c/c
900
10Ø@150c/c
5650
10Ø@100c/c
900
2−16 Ex 3−16Ø St 2−16 Ex
4−16Ø St
2300 2300 2600 2600
10Ø@100c/c
900
10Ø@150c/c
4750
10Ø@100c/c
900
10Ø@100c/c
900
10Ø@150c/c
5650
10Ø@100c/c
900
2−16 Ex 3−16Ø St 2−16 Ex
4−16Ø St
2−16 Ex 3−16Ø St 2−16 Ex
4−16Ø St
2−16 Ex 3−16Ø St 2−16 Ex
4−16Ø St
2−20 Ex 3−20Ø St 2−20 Ex
4−20Ø St
2600 2600
10Ø@100c/c
900
10Ø@150c/c
5650
10Ø@100c/c
900
.1
P r o j e
c t
T I T L E
Project Address
D r a
w i n
g
T i t l
e
Client Name
Engineer
Architect
Plot Thram
Scale
Approval Date & Signature
DWG No.
Feb-2016
1 : 50
P r o p o
s e d
E x t e
n s i o n o f E x i s t i
n g S t o r e
B e a m D e t a i l
s
Phuentsholing
Tandin Dorji
Phub Tshering
Dawa Tamang
S.6
305/8,305/7
1 : 50
Beam Along Grid B1
8/19/2019 Tandin Dorji Workshop Structure
8/12
Plinth
300
1st Floor
3450
A B
Roof
6600
Footing−1500
10Ø@100c/c
900
10Ø@150c/c
3350
10Ø@100c/c
900
1850 1850
2−16 Ex 2−16 Ex2−16 St
4−16 St
10Ø@100c/c
900
10Ø@150c/c
3350
10Ø@100c/c
900
1850 1850
2−20 Ex 2−20 Ex2−20 St
4−16 St
10Ø@100c/c
900
10Ø@150c/c
3350
10Ø@100c/c
900
1850 1850
2−16 Ex 2−16 Ex2−16 St
4−16 St
462S.1
Plinth
300
1st Floor
3450
A B
Roof
6600
Footing−1500
10Ø@100c/c
900
10Ø@150c/c
3350
10Ø@100c/c
900
1850 1850
2−16 Ex 2−16 Ex2−16 St
4−16 St
10Ø@100c/c
900
10Ø@150c/c
3350
10Ø@100c/c
900
1850 1850
2−20 Ex 2−20 Ex2−20 St
4−16 St
10Ø@100c/c
900
10Ø@150c/c
3350
10Ø@100c/c
900
1850 1850
2−16 Ex 2−16 Ex2−16 St
4−16 St
5550
1st Floor
3450
A B
4−16 St
4−16 St
5550
10Ø@100c/c
5250
P r o j e
c t
T I T L E
Project Address
D r a
w i n
g
T i t l
e
Client Name
Engineer
Architect
Plot Thram
Scale
Approval Date & Signature
DWG No.
Feb-2016
1 : 50
P r o p o
s e d
E x t e
n s i o n o f E x i s t i
n g S t o r e
B e a m D e t a i l
s
Phuentsholing
Tandin Dorji
Phub Tshering
Dawa Tamang
S.7
305/8,305/7
1 : 50
Beam Along 11
1 : 50
Beam Along 2&32
1 : 50
Secondary Beam Detail3
8/19/2019 Tandin Dorji Workshop Structure
9/12
1 2 3
A
B
1.1
A.1
9 2 5
4 6 2 5
6950 7850
1300 5650 3900 3950
5 5 5 0
Slab Thickness = 150mm
Bottom Rebar − 10@140c/c Bothways
1 2 3
A
B
1.1
A.1
9 2 5
4 6 2 5
6950 7850
1300 5650 3900 3950
5 5 5 0
Slab Thickness = 150mm
Bottom Rebar − 10@160c/c Bothways
900
9 0 0
2200
2 2 0 0
P r o j e
c t
T I T L E
Project Address
D r a
w i n
g
T i t l
e
Client Name
Engineer
Architect
Plot Thram
Scale
Approval Date & Signature
DWG No.
Feb-2016
1 : 50
P r o p o
s e d
E x t e
n s i o n o f E x i s t i
n g S t o r e
S l a b
L a y o u t
a n d
D e t a i l
Phuentsholing
Tandin Dorji
Phub Tshering
Dawa Tamang
S.8
305/8,305/7
1 : 50
Slab Bottom Rebar Layout1
1 : 50
Slab Top Rebar Layout2
8/19/2019 Tandin Dorji Workshop Structure
10/12
12@140c/c
10@160c/c
10@160c/c
1 7 5
250
1 8 0
250mm thk Brickwallin cm 1:4
20Ø Vertical Stiffner at corner
900
1 9 8 5
1100
6 0 0
1420
2 0 0
RRM Wall in cm 1:4
PCC 1:2:4
350 350
250 250
1200
2 0 0
12@140c/c
10@160c/c
900 2750
1 2 5 0
9 0 0
2 1 6 0
9 9 0
AA
B
B
Section ALong A Section ALong B
1 7 5
1 7 5
1 7 5
P r o j e
c t
T I T L E
Project Address
D r a
w i n g
T i t l
e
Client Name
Engineer
Architect
Plot Thram
Scale
Approval Date & Signature
DWG No.
Feb-2016
1 : 20
P r o p o
s e d
E x t e
n s i o n o f E x i s t i
n g S t o r e
S t a i r
c a s e L a y o u t
a n d
S e c t i o
n
Phuentsholing
Tandin Dorji
Phub Tshering
Dawa Tamang
S.9
305/8,305/7
1 : 20
Drafting 11
8/19/2019 Tandin Dorji Workshop Structure
11/12
1 2 3
A
B
1.1
A.1
1 6 0 0
1 8 5 0
1 8 5 0
1 8 5 0
2 0 0
T1
T1
T1
T1
1 8 8 2
1 6 4 8
1 3 9 3
1 1 1 7
8 1 9
5 6 4
3 0 9
1 2 3 9 1 3 2 6
1 6 2 2
1 7 1 4
1 8 3 9 1 9 8 2
2655 1200 1400 1300 1200 1100
1 1 2 51 2 2 7
1 3 2 9
1 4 3 1
1 2 2 7
1 2 2 7
1 4 8 8
9 0 5 3
8855
SL.No. Member Nominal Bore (mm) Outer Dia (mm) Thickness (mm) Class Weight (Kg/m)
1 Main Tie 50 60.3 3.6 Medium 5.07
2 Rafter 50 60.3 3.6 Medium 5.07
3 Main Post 50 60.3 3.6 Medium 5.07
4 Strut 40 48.3 3.2 Medium 3.59
5 Purline Medium40 48.3 3.2 3.59
6 Rafter for Rabsey Truss 40 48.3 3.2 Medium 3.59
P r o j e
c t
T I T L E
Project Address
D r a
w i n g
T i t l
e
Client Name
Engineer
Architect
Plot Thram
Scale
Approval Date & Signature
DWG No.
Feb-2016
Asindicated
P r o p o
s e d
E x t e
n s i o n
o f E x i s t i
n g S t o r e
T r u s s L a y o u t
a n d M
e m b e r
S c h
e d u l e
Phuentsholing
Tandin Dorji
Phub Tshering
Dawa Tamang
S.10
305/8,305/7
8/19/2019 Tandin Dorji Workshop Structure
12/12
Purlin
8mm Thick Plate
Rafter
C e n t e r L
i n e o f P l a t e
a n d P u r
l i n e7 5
1 5 0 6mm Thick Weld
Purlin
Purlin Cleat
6mm Thick weld
Rafter
4 Nos. Slotted Holes50x22 for 20Ø Anchor Blots
Bottom Chord
250
2 5 0
Eaves Board (25mm)
P url in e C le at 24G CG I/P PI Shee t
Rafter
Tie Member
150x100x6mm Plate
Purline Cleat Fixing Details Connection of Purline to Rafter Truss Hold Down Detail
Eaves Board Connection Detail
Bottom Chord
Sole Plate 250x250x6mm
Base Plate 250x250x6mm
Anchor Bolt, 4 Nos.20Ø 250mm Long
RCC Prop/Column Prop
Section A
Section B
Vertical Strut
6mm Thick Fillet Weld
Sole Plate 250x250x6mm
Base Plate 250x250x6mm
Anchor Bolt, 4 Nos.20Ø 250mm Long
B B
A
A
Nut
WasherCGI Sheet
Purlin
J−Bolt
Connection of CGI Sheet to Purlin
60010Ø@100c/c
60010Ø@100c/c
2 O O
2OO
4−12Ø
10Ø@150c/c
R.C Prop and Roof Beam Connection Detail Section
R.C Prop and Roof Beam Connection Detail Plan
Note:1.Refer Architectural Drawing for RCC prop height2. All members of the truss joint shall be in welding3.Fabrication of truss must be done at site4.Welding shall confirm to IS 816−1989 and thickness shall be 6 mm5. All steel tube section and plates shall confirm to IS 1161−1968& IS 2062−19846.All MS Nust & bolts shall confirm to IS 1363−1984 and Washersshall confirm to IS 5374−19757. All the truss will be supported on the R.C.C prop8 All R.C.C props (250x250) is framed into roof beam9. Brickwall will be laid above the peripheral roof band enclosed between the R.C.C props raising upto as shown in the architectural drawing
200
2 2 5
1 9 0
Section D
D
D
P r o j e
c t
T I T L E
Project Address
D r a
w i n g
T i t l
e
Client Name
Engineer
Architect
Plot Thram
Scale
Approval Date & Signature
DWG No.
Feb-2016
1 : 10
P r o p o
s e d
E x t e
n s i o n
o f E x i s t i
n g S t o r e
T r u s s D e t a i l
s
Phuentsholing
Tandin Dorji
Phub Tshering
Dawa Tamang
S.11
305/8,305/7
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