tandin dorji workshop structure

8/19/2019 Tandin Dorji Workshop Structure

1/12

Structural Drawing

Project Name

Project Adress

Client Name

Plot No. Thram.

Proposed Extension of ExistingStore

Phuentsholing

Tandin Dorji

305/8,305/7


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


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



Plinth

300

Footing

−1500

1800

3 5 0

1 0 0

1 4 0

1 0 Ø @ 7 5 c / c



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


DWG No.

Feb-2016

Asindicated

P r o p o

s e d

E x t e


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


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


DWG No.

Feb-2016

Asindicated

P r o p o

s e d

E x t e


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


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


DWG No.

Feb-2016

1 : 50

P r o p o

s e d

E x t e


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


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


DWG No.

Feb-2016

1 : 50

P r o p o

s e d

E x t e


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


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


DWG No.

Feb-2016

1 : 50

P r o p o

s e d

E x t e


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


8/12

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


DWG No.

Feb-2016

1 : 50

P r o p o

s e d

E x t e


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


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


DWG No.

Feb-2016

1 : 50

P r o p o

s e d

E x t e


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


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


DWG No.

Feb-2016

1 : 20

P r o p o

s e d

E x t e


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


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


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


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

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Client Name

Engineer

Architect

Plot Thram

Scale


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

tandin dorji workshop structure

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