2

Page 1

Page 2

Page 3

Page 4

Page 5

Page 6

Page 7

2526

C

D

E

5

4

3

2

1

3D

F

G

A

B

Page 8

2527

A/1

7

A/1

7

A/1

7

B1

7

P/1

37

A/1

7

A/1

7

P/116

F17

108/P

108/P

E1

5H

15

A/1

7

E1

8

A/1

7

G17

D20

P/115

F17

P/121

P/121

P/120

P/120

P/119

P/119

C1

8P

/11

1

P/1

11

P/1

37

A/1

7

P/154

P/155

P/154

A B C D E F G

5

4

3

2

1

ROOF PLAN

C1

5

G25

J17

B25C1

5

D25

J17

P/73

D16

P/106

I25

BR

/97

P/79

BR

/97

A/1

7

A/1

7B

R/9

7

A/1

1

A/1

1

P/124

G13

D1

5

P/110

P/110

P/110

P/124

P/124

A19

P/135

E1

1

A/1

5

P/135

P/136A/1

3

A/1

3

A1

A4

D18A21

C1

4 E25

P/95

P/70

C25

F25

A/2

2

A/2

2

A15F15F15A18A18

P/110

P/110

D23

P/110

P/110

P/95D23

J25

P/109

P/109

P/110

P/110

P/109

P/109

A2

P/94

A22

E17

E17

A/1

7

BR

/97

A/1

7

A15

E1

5H

15

P/98

C23

I15

E1

5

E1

8

P/98

P/93

A/1

7A

/22

P/74

P/86

P/107P/107

F1

8

A/2

2K25

H25

E17

D17

P/1

P/68

B4

A/1

7B23

E1

5I1

5

BR

/97

P/156

P/157A

/11

A/1

1

D12P/134

D1

5

B18

G24

A23

B18D14

P/66

P/87

P/87

E19P/133

P/134

A/1

3

D24

A/1

5

P/156 D1

1

A/1

3

A5

A/2

1A

/18

C21

G17

P/71

P/79

P/80

A7

A16P/105

P/105

P/88

P/106

P/117

P/122

P/122

A/1

7A

/17

P/75P/81

A/1

7A

/18

A/2

1

BR/1

P/83

P/85

P/85

P/83

P/82

A/1

6

L25

P/142

P/143

D1

5

A/1

6

P/94F20

D18G15F15F15

J17

C1

5

P/109

P/109

P/109

P/109

P/65

E12

B1

4

B19

P/142

P/109

P/123

P/123

P/123

BR

/98

A/2

0

BR

/98

A/2

0A

/19

A/1

9A

/19

P/73

A/1

9

B21

G15 E17

A/1

9A

/19

A/1

1A

/13

P/145

P/144

P/144

D1

1

A/1

3A

/11

D1

5

A/1

6

P/118

P/118

P/118

P/118

P/118

P/118B22

C1

5 J17

K24

B13

P/114

F19

H13

P/141

P/140

P/140 A/1

3A

/11

A/1

9A

/20

BR

/98

A/1

9A

/19

E24

A/1

1A

/13

P/138

P/139

P/138

E1

1

H24C24

BR

/97

A/1

7

B1

5

J13

B24

H1

7

F24

P/1

24

BR

/97

A/1

7

102/P

B16

P/1

24

P/126

P/126

P/125

A/1

1

A/1

1

A/1

1

P/130A13

E20

E13

A/1

3

D1

1

P/129

P/130

P/131F12

P/62

P/76

P/76

D20

C13

A/1

3

A/1

3

P/132

P/131

A9

C16

A1

0

A/2

2A

/17

A/1

7A

/22

A8

P/64

P/103

P/72

P/72

P/103

A/1

7

C17

P/77

P/77

P/78

P/78

P/63

G1

8

104/P

P/104

P/57

P/102

P/99

P/99

A/1

1

B1

4

P/123P/127B12

P/123

P/123A/1

3

P/128

P/127D1

1

C19

A/1

5

P/89

P/89

P/59

A/1

7

P/109

P/109

P/109

A/14

A3

B20

P/1

12

P/1

12

P/1

37

C20

A/14

A24

A/2

2 P/1

37

C22

P/90

A17

P/92

P/92

A/1

7A

/17

P/90

P/109

P/109

B1

5P

/11

3

B11

P/1

13

E1

4

BR

/96

BR

/96

P/109

P/109

A/12

C1

4

C11

P/58

P/109

P/110

P/110

P/109

67/P

P/69

BR

/95

E1

4

BR

/95

A/12

A/1

7A

/22

P/110

P/110

A6

P/101

I24

P/100

A/1

6

P/146

P/147

P/146

P/84

P/96

P/91

P/97

P/97

P/96

A/1

9A

/19

A/1

9A

/20

BR

/98

L24

G12

P/60I13

P/148

P/148

P/149

E1

1

A/1

3A

/11

C17

J24A25

P/101

P/100

C12

P/152

P/152

P/153

F13

D20 A/1

3A

/11

P/61

A/1

3A

/11

B1

5B1

5

A20

A/1

5

P/1

23

A11

P/1

13

P/110

P/110

A/1

7

D22 P/1

13

A14

P/110

P/110

I17

A/1

7

A17

BR

/97

D19

E1

1

P/150

P/151

P/150

D13

A/1

3A

/11

P/124

P/124

P/110

P/124

P/1

23

A1

2

Page 9

2528

M M

H H

G G

F

F

E

E

D

D

C

C

B

B

A

A

1

2

3

4

5

GFEDCBA

KEY PLAN

K K

SFL.75.5

S - S

A B C

A1

9

E1

9

B18

A2

3

B18 C1

9

D2

0

E20

D E F G

D2

3

A1

SFL.75.5

5 4 3 2 1

A - A

D15

C15

A1

9

A2

1

J17 J17

B17

A2

B1

9

F20

D2

3

D15

C15

1

A4

C23

5 4 3 2

SFL.75.5

B - B

E15

H15

A2

2

E18

I15

F18

B4H15

I15

E15

E18

B23 E15

A5

SFL.75.5

C - C

C15

D15

5 4

E1

9

C2

1

J17

D15

F1

9

B2

2

C15

J17

A7

3 2 1

A9

SFL.75.5

D - D

5 4

E20 D2

0

A8

3 2 1

A10

SFL.75.5

E - E

D2

0

5 4

G18

D2

0

3 2 1

A3

C18

SFL.75.5

F - F

B15

B15

H17

5 4

C1

9

C2

2

A6

I17

D1

9

D22

B15

B15

A2

4

3 2 1

SFL.75.5

G - G

A B C

B1

9

F1

9 D1

9

D2

0

D2

0

D E F G

F15

G15

D18

SFL.75.5

A B C

H - H

F2

0

F15

G15

B2

2

B2

1

A21A22

C2

1A15

D18

A15

F15

F15

SFL.75.5

A B C

K - K

SFL.75.5

M - M

A B C

A1

9

B18

B18A2

3E1

9

E20 D2

0

C1

9

D E F G

Page 10

120

190

370

370

10

14

2020

HD2

HD1

2529

SFL.75.5

HD/1

HD/1

B

B

1

2

3

4

5

GFEDCBA

C21A23

HOLD DOWN BOLT PLAN

HD/1

HD/2

HD/2

HD/2

HD/1 E19A19

A22

A21

C23

HD/1

F19HD/1

HD/2 HD/2

HD/2

HD/1

HD/1

A A

B19

B23

B21

F20

HD/1

HD/1

HD/1

HD/2

HD/2

E20

C19

C22

D20

B20

C20

DETAIL B

DETAIL A

HD/1 HD/1

HD/1

HD/2

HD/2

D20 D20 D19

D22

A20

HD/1

SFL.75.5

C

TYPICAL FOR ALL EXCEPT ASNOTED REFER PLANFOR BOLT CENTERS

B22

A - A

HD/1SFL.75.5

TYPICAL FOR COLUMN23C2 AND 23C3

E15

B - B

HD/1

TYPICAL FOR COLUMNS ATSIDES

D

1

DETAIL- A

HD/2

TYPICAL FOR COLUMNS ATCORNERS

G

2

DETAIL- B

Page 11

Tekl

a st

ruct

ures

TAVAN ISTATECHNICAL OFFICE

SGN:

A

AC

C

NA

APPROVED

APPROVED WITH COMMENTS

COMMENTED , SUBMIT REVISED DOCUMENT

NOT APPROVED

20/06/2010DATE:

X

H.ALAMSHAHI

1 12-06-20101 FOR APPROVALREV. DATEREVISION DESCRIPTIONREV MARKNo

22.06.5

210_1BP/4 22

mm F.W UNLESS NOTEDALL WELDS AREmm UNLESS NOTED

MATERIAL LIST FOR ASSEMBLY MK'D

Mark Profile Material LengthNo. Area Weight

No. Required

ALL HOLES AREGENERAL NOTES:

210_PC/4 150.7PL30*800 ST37 1 800 1.4

210_PC/8 4.1PL15*140 ST37 6 250 0.1

210_PC/9 5.0PL15*170 ST37 4 250 0.1

210_PC/10 5.6PL15*190 ST37 2 250 0.1

210_PC/11 21.8PL15*250 ST37 2 740 0.4

210_PC/12 23.6PL15*250 ST37 2 800 0.44.1 297.3Total

A3

SH.REISY 210_1

210

TAVAN ISTA CO.

CONSULTANT:

SHAMS OMRAN CO.

SHIAN BUILDING

[210_1BP.4]ASSEMBLY DRAWING:

Structure Industry TAVAN ISTA CO.Structure Industry

1ST 01 ASS TEKLA -

ST-ASS-01-

H.ALAMSHAHI

200

200

100

210_PC/4

210_PC/12

210_PC/12

210_PC/11

210_PC/11

210_PC/10210_PC/9210_PC/9

210_PC/10210_PC/9

210_PC/9

210_PC/8

210_PC/8

210_PC/8

210_PC/8

210_PC/8210_PC/8

A - A1:10

15 15 162 215 215 148 15 15

1515

205

172

172

190

1515

100 200 200 200 100

100

200

AA

Page 12

14

L

Tekl

a st

ruct

ures

TAVAN ISTATECHNICAL OFFICE

SGN:

A

AC

C

NA

APPROVED

APPROVED WITH COMMENTS

COMMENTED , SUBMIT REVISED DOCUMENT

NOT APPROVED

20/06/2010DATE:

X

H.ALAMSHAHI

1 12-06-20101 FOR APPROVALREV. DATEREVISION DESCRIPTIONREV MARKNo22.0

6.0

210_1C/3 1

mm F.W UNLESS NOTEDALL WELDS AREmm UNLESS NOTED

MATERIAL LIST FOR ASSEMBLY MK'D

Mark Profile Material LengthNo. Area Weight

No. Required

ALL HOLES AREGENERAL NOTES:

210_PC/67 565.2PL30*400 ST37 1 6000 5.2

210_PC/24 2.6PL15*140 ST37 3 156 0.1

210_PC/29 14.1PL15*300 ST37 6 400 0.3

210_PC/67 565.2PL30*400 ST37 3 6000 5.2

210_PC/68 282.6PL30*400 ST37 2 3000 2.6

210_PC/69 471.0PL30*400 ST37 2 5000 4.3

210_PC/70 188.4PL30*400 ST37 2 2000 1.7

210_PC/85 82.4PL35*300 ST37 4 1000 0.7

210_1BP/4 297.31 4.1Assembly

210_1G/19 67.03 1.5Assembly

210_1G/108 21.56 0.6Assembly

210_1G/111 23.73 0.7Assembly

57.1 5265.4Total

A3

SH.REISY 210_1

210

TAVAN ISTA CO.

CONSULTANT:

SHAMS OMRAN CO.

SHIAN BUILDING

[210_1C.3]ASSEMBLY DRAWING:

Structure Industry TAVAN ISTA CO.Structure Industry

1ST 01 ASS TEKLA -

ST-ASS-01-

H.ALAMSHAHI

3060

8072

5000

3060

9585

210_

1G/108

210_

1G/111

3060

5012

6000

400

3060

6525

3465

34650

A

A

210_1G/108

210_PC/67

210_PC/70 210_PC/24210_PC/67

210_PC/24

210_PC/70

210_

1G/111

1952

19520

1602 400

2928

1100

0

1415

1100

0

400

A

A

A

A

210_PC/85

210_PC/85

210_PC/85

210_1G/108

210_PC/68

210_PC/24

210_PC/68

210_

1G/111

182

500 500

2000 6000 3000

182

2900

1100

0

3060

8100

210_1G/19

210_1G/108

210_PC/29

3060

5040

1980

19800

210_PC/29

210_1BP/4

210_1G/108

210_PC/24

210_PC/29

210_PC/24

210_1G/19

182

210_PC/29

210_PC/24

210_1G/19

210_PC/29

210_PC/29

210_PC/85

210_1G/108

20 360 20525 745

795

868

80

182210_1G/19

210_1G/108

210_1G/108

210_1G/111

A - A1:25

3040

030

Page 13

A

DWG TITLE :

E1DRAWN CHECKED DATE JOB

NO.DWG NUMBER REV

STRUCTURE:CUSTOMER:

REV DATE REMARKS

A 12/09/10 ISSUE FOR APPROVAL

REFERENCE:HOLES :

SHOP FINISH :

UNLESS NOTED

NIPISI 03-02-80-08 W5M PUMP STATION

TUS SAC 12/09/101714

Pembina Pipeline Corporation

BOLTS UNLESS NOTED

STRUCTURAL FRAMING PLAN

CC

B B

A A

METER SKID A & B PLAN

SECTION : A - ASKID B

SECTION : B - BPLATFORM BETWEEN SKID A & BSECTION : C - C

SKID A

D D

PLATFORM #3 PLAN

SECTION : D - DPLATFORM #3

Page 14

A

DWG TITLE :

E3DRAWN CHECKED DATE JOB

NO.DWG NUMBER REV

STRUCTURE:CUSTOMER:

REV DATE REMARKS

A 12/09/10 ISSUE FOR APPROVAL

REFERENCE:HOLES :

SHOP FINISH :

UNLESS NOTED

NIPISI 03-02-80-08 W5M PUMP STATION

TUS SAC 12/09/101714

Pembina Pipeline Corporation

BOLTS UNLESS NOTED

STRUCTURAL FRAMING PLAN

DD

CC

A AMETER SKID A & B PLAN

CP1001PL15X220

HR1032L64X64X6.4

HR1030L64X64X6.4

HR1031L64X64X6.4

HR1006BLL65*65*6

ST1005C230X22

HR1005BLL65*65*6

ST1006C230X22

CP1001PL15X220

HR1034L64X64X6.4

HR1036L64X64X6.4

B1012W200X36

B1011W200X36

HR1009L64X64X6.4

B1008C150X12

HR1033L64X64X6.4

B1010L76X76X6.4

HR1010L64X64X6.4

HR1010L64X64X6.4

B1013W150X22

B1013W150X22

HR1035L64X64X6.4

HR1037L64X64X6.4

C1007W150X22

HR1009L64X64X6.4

B1007C150X12

HR1034L64X64X6.4

9980

5799

+655.500

+653.800

SECTION : A - ASKID B

B1012W200X36

5600

PS-103PS-102PS-101

ST1008C230X22

HR1006BLL65*65*6

1875

1875

HR1004BLL65*65*6

2340

2340

GRATING

SP-116PS-104PS-105

C1001W150X22

ST1013C230X22

EL. +656032 HR1005BLL65*65*6

551

551

195

10@

200=

2000

+655.500

+653.800

PS-105

SECTION : D - DSKID A

HR1003BLL65*65*6HR1006

BLL65*65*6

ST1011C230X22

ST1009C230X22

SP-116 PS-104

HR1005BLL65*65*6

195

10@

200=

2000

C1001W150X22

EL. +656000

GRATING

HR1004BLL65*65*6

PS-103 PS-102 PS-101

HR1037L64X64X6.4

HR

1066

L64X

64X

6.4

5799

+655.500

+653.800

PS-103

SECTION : C - CPLATFORM BETWEEN SKID A & B

C1001W150X22

B1006C200X17

2348

DET C

ST1009C230X22

HR1005BLL65*65*6

195

10@

200=

2000

C1008W150X22

ST1007C230X22

1881

HR1006BLL65*65*6

F

F

SP-116 PS-104 PS-105

5600

DET E

HR1036L64X64X6.4

PS-102 PS-101

B1005C200X17

2095

11@

200=

2200

C1005W150X22

2351

EL. +656042

GRATING

541

182

63

p1003PL10X63

6

ST1009 C230X22

200

200

25

25

GRATING

DETAIL C

5

25

55

36

5

TYPICAL CONECTIONDETAIL

GG

b1047W310X39

a1020L76X76X6.4

EL. +655807

300

307

213

b1050W150X22

c1041C200X17

p1015PL10X52

p1001PL10X250

F - F

3550

35

49 152 49

6512

065

b1050W150X22

p1001PL10X250

a1020L76X76X6.4

2 - 18 O HOLES

G - G

H

H

BEAM

CO

LUM

N

DETAIL E

6

1.5

mm

1.5

mm

1.5

mm

1.5

mm

p1014PL10X80

CO

LUM

N

b1063W200X36

p1014PL10X80

H - H

Page 15

A

DWG TITLE :

E8DRAWN CHECKED DATE JOB

NO.DWG NUMBER REV

STRUCTURE:

CUSTOMER:

REV DATE REMARKS

A 12/09/10 ISSUE FOR APPROVAL

REFERENCE:

HOLES :

SHOP FINISH :

UNLESS NOTED

JUDY CREEK 16-34-63-10 W5M PUMP STATION

TUS SAC 12/09/101714

Pembina Pipeline Corporation

BOLTS UNLESS NOTED

STRUCTURAL FRAMING PLAN

150

3@20

0=60

0

MS-2281.500-E76.300-E

150

5200

STILE #2

1102

ST3012

C230X

22

785

EL.+1074535

B

B

25 1420

1045

HR3028L64X64X6.4

EL.+1074535

460

DET A

C

C

190

420

GRATING

HR3030L64X64X6.4

ST3016C230X22

EL.+1074535

135

6@20

0=12

00

799

5200

155.400-S

MS-2281.500-E76.300-E

STILE #2 PLAN

25

ST3013C230X22

ST3012C230X22

6391

463

760

B3073C150X12

B3029C200X17

5085 4668 3093

HR3029L64X64X6.4

1518 RD

HR3030L64X64X6.4

B3073C150X12

B3035C200X17

B3036C200X17

914

ST3016C230X22

ST3017C230X22

1045

25

6263

HR3027L64X64X6.4

25

32

25 GAPGAP

DETAIL ASTAIR TOP PLATFORMDETAIL

55

63

36

(TYP)66

3 SIDE

200

200

25

55

63

36

(TYP)

B - BTYPICAL CONECTIONDETAIL

5

5

BEAM

C - CTYPICAL CONECTIONDETAIL

Page 16

A

DWG TITLE :

E3

Celebrating Over 30 Years of Steel FabricationNORTHERN STEEL LTD.

9588 Milwaukee Way, Prince George, BC, Ph 250.561.1121, Fx 250.561.0954

DRAWN CHECKED DATE JOBNO.

DWG NUMBER REV

STRUCTURE:

CUSTOMER:

REV DATE REMARKS

A 12/09/10 ISSUE FOR APPROVAL

REFERENCE:

HOLES :

SHOP FINISH :

UNLESS NOTED

JUDY CREEK 16-34-63-10 W5M PUMP STATION

TUS SAC 12/09/101714

Pembina Pipeline Corporation

BOLTS UNLESS NOTED

STRUCTURAL FRAMING PLAN

ST3021C230X22

B3056C200X17

HR

3001

L64X

64X

6.4

B3023C200X17

HR

30

02

L64X

64X

6.4

ST3020C230X22

B3019C200X17

HR3060L64X64X6.4

HR3003L64X64X6.4

HR3053L64X64X6.4

HR3051L64X64X6.4

B3007W310X39

HR3057L64X64X6.4

ST3007

C230X

22

C3

00

1W

200X

36

C3

00

1W

200X

36

C3

00

1W

200X

36

C3

00

1W

200X

36

HR3074L64X64X6.4

B3031C200X17B3003

W310X39

HR3079L64X64X6.4

HR3075L64X64X6.4

3600

II

+1076.297

+1074.048

PS-114&PS-118PS-113&PS-117PS-112&PS-116PS-111&PS-11573.683-S

+1074.048

+1076.794

SKID B

3017

CC

B3054C200X17

497

952

800

497

ST3022C230X22

D

D

A

A

B3045C200X17

3385 3600

150

8@20

0=16

00

BB

H

H

E

E

EL.+1075832

32

GRATING

25

25

25

158

11@

200

32

GRATING

HR3001L64X64X6.4

ST3021

C230X

22

2500

DET B

A - A

5

B3028C200X17

25 GAPGAPB3012W200X36

B3007W310X39

B3013C200X17

B3010W310X39

1860

MS-07MS-17

B - B

914

HR3051L64X64X6.4

HR3011L64X64X6.4

B3056C200X17

ST3008C230X22

B3033C200X17

HR3077FB6X50

HR3076FB6X150

B3023C200X17

1200

1200

B3046C200X17

HR3056L64X64X6.4

HR3003L64X64X6.4

B30

09W

310X

39

914

290

MS-14

290

PS-111&PS-115

PS-44MS-3

C - C

HR3002L64X64X6.4

ST

3020

C23

0X22

2500

25

B3075C150X12

ST3021C230X22

HR3001L64X64X6.4

B30

19C

200X

17

HR3060L64X64X6.4

HR3053L64X64X6.4

ST3024C230X22

HR

305

9L6

4X64

X6.

4

HR3061L64X64X6.4

B3013C200X17

R90

BEAM

32

GRATING

130

90

3

D - D

1.5

mm

1.5

mm

1.5

mm

1.5

mm

E - E

TYPICAL COLUMNCONECTION DETAIL

63

36

55

GRATING

32

25 GAPGAP

25

DETAIL B

55

25

25

207

2@17

5=35

017

5

GRATING

32

G - G

5

H - HTYPICAL CONECTIONDETAIL

I - ISKID B PLAN

B30

07W

310X

39

B3068C200X17

8148

PS-112&PS-116

HR3057L64X64X6.4

HR3001L64X64X6.4

B3002L76X76X6.4

HR3056L64X64X6.4

B30

13C

200X

17

B30

12W

200X

36HR3061L64X64X6.4

ST3024C230X22

B3075C150X12

B3020C200X17

B3006W310X39

535

PS-111&PS-115

73.683-S

ST

3020

C23

0X22

B3046C200X17

2500

914

PS-44MS-3

MS-14

HR

30

02

L64X

64X

6.4

25

ST3021C230X22

B3045C200X17HR3060L64X64X6.4

B3019C200X17

B3054C200X17

B30

28C

200X

17

B3027C200X17

HR3058L64X64X6.4

HR3003L64X64X6.4

B3021C200X17

B3073C150X12

HR3059L64X64X6.4

B30

07W

310X

39

618 10718 440 717 552

ST3022C230X22

B3

00

9W

310X

39 B30

12W

200X

36

B30

13C

200X

17

HR3053L64X64X6.4

HR3005L64X64X6.4

B3078PL12X200

B3060C200X17

B3078PL12X200B3066

C200X17

B3074C150X12

B3030C200X17B3074

C150X1247

6

HR3079L64X64X6.4

HR3007L64X64X6.4

B30

10W

310X

39

B30

12W

200X

36B30

07W

310X

39

HR3011L64X64X6.4

B3071C200X17

B3030C200X17

B3065C200X17

B3065C200X17

914

4020 750

RD

MS-07

PS-114&PS-118PS-113&PS-117

B3003W310X39

B30

13C

200X

17

B30

13C

200X

17

B30

13C

200X

17

HR3051L64X64X6.4

7085 768 5268

B3078PL12X200

B3069C200X17

B3074C150X12

B3074C150X12

476

617

474

B30

23C

200X

17

B30

56C

200X

17

B3033C200X17

HR3076FB6X150

2938 1748

ST3008C230X22

ST3007C230X22

B30

13C

200X

17

B30

07W

310X

39

B3031C200X17

HR3077FB6X50

HR3067L64X64X6.4

B3020C200X17

B3078PL12X200

B3055C200X17

B30

74C

150X

12

B30

74C

150X

12

476

Page 17

G

-8.380.00

G

7

Tekl

a st

ruct

ures

TAVAN ISTATECHNICAL OFFICE

SGN:

A

AC

C

NA

APPROVED

APPROVED WITH COMMENTS

COMMENTED , SUBMIT REVISED DOCUMENT

NOT APPROVED

20/06/2010DATE:

X

H.ALAMSHAHI

1 12-06-20101 FOR APPROVALREV. DATEREVISION DESCRIPTIONREV MARKNo

22.06.5

210_1B/7 3

mm F.W UNLESS NOTEDALL WELDS AREmm UNLESS NOTED

MATERIAL LIST FOR ASSEMBLY MK'D

Mark Profile Material LengthNo. Area Weight

No. Required

ALL HOLES AREGENERAL NOTES:

210_PB/71 103.5PL400*8 ST37 1 4120 3.4

210_PB/9 145.5PL300*15 ST37 2 4120 2.6

210_PB/97 3.5PL8*140 ST37 2 400 0.1

210_PB/101 3.5PL8*140 ST37 3 400 0.1

210_PB/120 2.2PL8*140 ST37 1 250 0.19.3 414.3Total

A3

SH.REISY 210_1

210

TAVAN ISTA CO.

CONSULTANT:

SHAMS OMRAN CO.

SHIAN BUILDING

[210_1B.7]ASSEMBLY DRAWING:

Structure Industry TAVAN ISTA CO.Structure Industry

1ST 01 ASS TEKLA -

ST-ASS-01-

H.ALAMSHAHI

100 60

95

6095

6095

75 75

60

240 1030 1030 1030 790

6075

7575

757575

7575

60

7575

757560

4120

70 75 3830 75 70

7070 3260

125

125

125

125

95

A

A

C

C

D

D

6 * M 22 6 * M 22

210_PB/9

210_PB/9

210_PB/71 PL400*8

7560 60

7575

7575

6018

060

6018

060

1270 2060 790

70326070

210_PB/9 BS

12 * M 2712 * M 27

210_PB/101

210_PB/97

210_PB/101210_PB/101

210_PB/97210_PB/120

7575

75

180180

245

6095

54 60

100

250

50

6080

210_PB/9

210_PB/71 PL400*8

210_PB/92 * M 14

210_PB/120

C - C

245

6095

400

80 60

300

2 * M 14210_PB/101

210_PB/97

A - A

68

400

210_PB/1012*D16

210_PB/97

D - D