3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. ·...

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REV DESCRIPTION DATE 3D 1

Transcript of 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. ·...

Page 1: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

REV DESCRIPTION DATE

3D1

Page 2: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

6 6A 7A 9 10 11

C1

B

A1

Tekl

a st

ruct

ures DESCRIPTION

PROJECT NAME

DRAWN BY

DATE DRAWN

JOB No. DRG No.

COASTLINE WELDING13 FISHER CRESCENTOKOTOKS AB T1S 1A9

CANEXUS RAIL CAR LOADOUT EXPANSION

18.03.2013 PROJ-NUM E1

A FOR REVIEW AND APPROVAL 02/APR/2013

REV DESCRIPTION DATE

COLUMN AND BASE PLATE LAYOUTU/S BASE PLATE EL. 644.325

5555

11123

1

5555

11123

1

5555

11123

1

5555

11123

1

11123

1

55 55

30000

3000 6750 6750 6750 6750

TYPE 3

TYPE 2

TYPE 2

TYPE 2

TYPE 2

TYPE 1

TYPE 1

TYPE 1

TYPE 1

TYPE 1

TYPE 1TYPE 1

TYPE 1

TYPE 1

TYPE 1

TYPE 1

L76X

76X9.5

L1

W200X

27C16

W360X

122

C13

W360X

122

C10

W360X

122

C7

W360X

122

C4

W360X

122

C1

W360X

147

C2

W360X

147

C5

W360X

147

C8

W360X

147

C11

W360X

122

C14

W360X

122

C15

W360X

122

C12

W360X

122

C9

W360X

122

C6

W360X

122

C3

230

230

110

110

100100

150150

110

110

230

230

150 150

100 100

5555

105105

111

111

231

231

5555

105105

111

111

231

231

105105

111

23111

1

231

105 105

1400

1090

1444

0

7020

7420

230

230

110

110

100

150150150150

5555

105105

111

111

231

231

5555

105105

111

111

231

231

5555

105105

111

111

231

231

5555

105105

111

111

231

231

105105

111

231

105105

111

231

105105

111

231

995

6025

2895 3855

230

230

110

110

100100

50 50

5050

100

461

231

231

111

111

210

110

550

6060

221

6060

105 105

55 55

375

11-REQ'D.BASE PLATE TYPE 1

32 TH. PL. WITH 8-37 DIA.BOLT HOLES FOR29 DIA. ANCHOR BOLTS

W360X122

460

230

230

110

110

200

300

550

150 150

450

6060

220

6060

100 100

W360X147

BASE PLATE TYPE 24-REQ'D.

32 TH. PL. WITH 8-37 DIA.BOLT HOLES FOR29 DIA. ANCHOR BOLTS

100

100

5050

270

200

50 50

W200X27

BASE PLATE TYPE 31-REQ'D.

25 TH. PL. WITH 4-25 DIA.BOLT HOLES FOR19 DIA. ANCHOR BOLTS

Page 3: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

6 6A 7A 9 10 11

C1

B

A1

9

A1

NOTE:

1. -indicates beams target mark location

A FOR REVIEW AND APPROVAL 02/APR/2013

REV DESCRIPTION DATE

ROOF FRAMING PLANSAG RODS EQUALLY SPACED AT 3RD POINT

1980

48°

2200

2300

300 2700

30000

3000 6750 6750 6750 6750

1.Please confirm if the dim'sare acceptable in the cloud

W360X

122

C3

46°

46°

2250

2250

1444

0

7020

BR10W

T125X22.4

PU3 W250X45

B15 W310X74EL. + 651250

B34 W310X74 EL. + 651250

EXISTIN

G

W610

W360X

147

C5

PU20 W250X45

PU7 W250X45

PU20 W250X45

PU20 W250X45

PU4 W250X45

PU20 W250X45

B34 W310X74 EL. + 652200

PU4 W250X45

PU4 W250X45

PU4 W250X45

PU4 W250X45

PU4 W250X45

PU4 W250X45

PU8 W250X45

PU1 W250X45

POST BELOW

P1 W20

0X31

B32 W410X54EL. + 651400

EXISTIN

G

W610

BR11W

T125X

22.4

W360X

122

C1

M1

L102

X76

X6.

4

PU20 W250X45

PU14 W250X45B1

W31

0X74

B30

W61

0X10

1PU2 W250X45

PU2 W250X45

PU2 W250X45

PU2 W250X45

PU2 W250X45

PU2 W250X45

1325 1375 2300

1225 1475 2200

150 285074

20

B5 W410X54 EL. + 651400

EXISTIN

G

W610

W360X

147

C2

B6 W410X54 EL. + 652300

PU5 W250X45

PU2 W250X45

M2

L102

X76

X6.

4

B2

W31

0X74

B12

W61

0X10

1

PU5 W250X45

PU5 W250X45

PU5 W250X45

PU5 W250X45

PU6 W250X45

PU5 W250X45

PU5 W250X45

46°

46°

PU9 W250X45

TYP.SG1 ROD19

POST BELOW

B27 W310X74EL. + 651250

P3 W20

0X31

BR17W

T125X22.4W36

0X12

2C4

PU4 W250X45

PU4 W250X45

PU4 W250X45

PU4 W250X45

PU4 W250X45

PU4 W250X45

B35

W61

0X10

1

48° 48°

48°

2200 2300 2250

2300 2200 2250

SG2 ROD19

BR12W

T125X22.4

TYP.

TYP.

SG3 ROD19

B38 W310X74 EL. + 651250

BR2 WT1

25X22

.4

W360X

122

C6

PU4 W250X45

PU4 W250X45

B37 W310X74 EL. + 652200

PU4 W250X45

PU10 W250X45

PU4 W250X45

PU4 W250X45

PU15 W250X45

PU4 W250X45

PU8 W250X45

B36

W61

0X10

1

2300

2200

PU16 W250X45

POST BELOW

B42 W310X74 EL. + 651250

P4 W20

0X31

W200X

31P5

BR13W

T125X22.4

BR15W

T125

X22.4

BR16W

T125X22.4

BR1W

T125X22.4

BR19W

T125X

22.4

W360X

122

C14

W360X

147

C11

W360X

147

C8

W360X

122

C10

W360X

122

C7

W360X

122

C13

W360X

122

C9

W360X

122

C12

W360X

122

C15

B33

W61

0X10

1

B11

W61

0X10

1

B31 W310X74 EL. + 652200

PU22 W250X45

PU22 W250X45

PU13 W250X45

PU18 W250X45

PU22 W250X45

PU22 W250X45

PU22 W250X45

PU22 W250X45

B25

W61

0X10

1

B42 W310X74 EL. + 652200

B41

W61

0X10

1

B39

W61

0X10

1

PU22 W250X45

PU22 W250X45

PU22 W250X45

PU22 W250X45

PU22 W250X45

PU22 W250X45 B12

W61

0X10

1

PU17 W250X45

PU11 W250X45

POST BELOW

PU12 W250X45

PU4 W250X45

PU4 W250X45

PU4 W250X45

PU4 W250X45

PU4 W250X45

B19 W310X74EL. + 651250

48°48°

48°

48°

2300 2250 2200

2200 2250 2300

SIM.DET. A

DET. A

BR14W

T125X22.4

PU4 W250X45

PU4 W250X45

PU8 W250X45

PU4 W250X45

PU23 W250X45

PU4 W250X45

PU4 W250X45

PU24 W250X45

PU4 W250X45

B40 W310X74 EL. + 651250

46°

46°

46°

46°

BR18W

T125X22.4

B42 W310X74EL. + 651250

2250 2200

2250 2300

19 A325N 19 A325N

19 A325N

DETAIL A

Page 4: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

6 6A 7A 9

C1

C1

6 6A 7A 9 10

C1

6A 7A 9 10

C1EL650.800

NOTE:

1. -indicates beams target mark location

Tekl

a st

ruct

ures DESCRIPTION

PROJECT NAME

DRAWN BY

DATE DRAWN

JOB No. DRG No.

COASTLINE WELDING13 FISHER CRESCENTOKOTOKS AB T1S 1A9

CANEXUS RAIL CAR LOADOUT EXPANSION

18.03.2013 PROJ-NUM E3

A FOR REVIEW AND APPROVAL 02/APR/2013

REV DESCRIPTION DATE

1980

1980

1200 3375 3375 1000

3000 6750 6750

B --

W200X22(-600)

W200X22(-600)

W360X

122

C7

B9

W20

0X22

EXISTIN

G

W61

0

W360X

122

C1

W360X

122

C4

B14 W310X39

B17 W310X39

P1 W20

0X31

B9

W20

0X22

B16

W20

0X22

P3 W20

0X31

B9

W20

0X22

P5 W20

0X31

PLAN AT TOS EL 648.000

PALTFORM AT TOS EL 648.000HORIZONTAL BARCING L64X64X6.4(-206) TYP. UNO

1350

23250

6750

C310X37

B7 C310X37C310X37 L64X64X6.4

L64X

64X6.4

B8 W310X39TOS EL. 647695

C31

0X37 C31

0X37

C31

0X37

C310X37 L64X

64X6.4

L64X

64X6.4

C31

0X37

C310X37 C31

0X37

C31

0X37

M3 ROD20

P2 HSS102X

102X

12.7

L64X64X6.4

L64X64X6.4

L64X64X6.4

B8 W310X39TOS EL. 647695

C310X37

C31

0X37

L64X64X6.4

W20

0X22

C31

0X37

C31

0X37

L64X

64X6

.4L64X64X6.4

C31

0X37

C31

0X37

B8 W310X39TOS EL. 647695

ST1 C310X37

P2 HSS102X

102X

12.7

1280

6750

W360X

122

C1

W360X

122

C4

EXISTIN

G

W61

0

POST UP

POST UP

P1 W20

0X31

P3 W20

0X31

B26 C310X37

C310X37

L1L7

6X76

X9.5

W31

0X39

B8 W310X39TOS EL. 647695

C31

0X37L64X64X6.4

L64X

64X6

.4

L64X

64X6.4

C31

0X37

C31

0X37

L64X64X6.4

W20

0X22

C31

0X37 L64X64X6.4

1780

400

1380

1200 1280

3000

1400

1090

880 500 1155 1655 1350

890

1520XX

UP.

1.Please furnish thedim's marked "XX" C -

L64X64X6.4

2125

6750

1.Please furnish thedim's marked "XX"

C -

L64X64X6.4C310X37

L64X64X6.4

L64X

64X6.4

W360X

122

C7

W360X

122

C10

DN

POST UP

POST UP

P5 W20

0X31

P4 W20

0X31

1350 1350 1350

890

890

XX

1435 500 880 905 905

UP.G

R1

GR

TG32

X99

5

GR

2G

RTG

32X

995

GR

3G

RTG

32X

995

GR

4G

RTG

32X

995

GR

5G

RTG

32X

995

GR

6G

RTG

32X

995

GR

8G

RTG

32X

995

GR

7G

RTG

32X

995

GR

10G

RTG

32X

995

GR

9G

RTG

32X

995

GR

12G

RTG

32X

995

GR

11G

RTG

32X

995

GR

14G

RTG

32X

995

GR

13G

RTG

32X

995

GR

15G

RTG

32X

995

GR

16G

RTG

32X

995

GR

18G

RTG

32X

995

GR

17G

RTG

32X

995

GR

20G

RTG

32X

995

GR

19G

RTG

32X

995

GR

21G

RTG

32X

470

GR

6G

RTG

32X

995

HANDRAIL & GRATING AT PALTFORM TOS EL 648.000TOP OF GRATING EL. 648.032

4050

3563

995

HR5 PIPE38STD

928

4313

995

1161

1107

1161

185

333

1514

HR1 PIPE38STD

HR2 PIPE38STD

A -

L1L7

6X76

X9.5

239

361.

517

517

5

995 10

2536

810 10 995 10 995 10

3286 1725

2437

10 995 10 995 10 905 9010

2000 10

HR3 PIPE38STD

HR4 PIPE38STD

TYP.FIELD WELD SPLICE

5011

2813

995

3187

10 995 10 995 10 995 10 620 37510

995 10 995 10

HR6 PIPE38STD

HR4 PIPE38STD

3. Please confirm if all dim's for allhandrails are acceptable in the cloud

1786 38

361

50 9099

210

022

5

3937 38

10 995 10 995 10 99510

335 67

HR8 PIPE38STD

HR7 PIPE38STD

928

1100

600

1980

4. Please confirm if the detailis acceptable in the cloud

B16 W200X22

C200X21 C200X21

B SECTION-

6TYP.

A SECTION-

XX

XXXX

1200

2.Please furnish thedim's marked "XX"

C SECTION-

Page 5: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

6A

A1

EL.644.000EL644.325

6 6A 7A 9 10 11

EL644.325

EL652.342

6 6A 7A 9 10 11

NOTE:

1. -indicates beams target mark location

1. please confirm if the dim'lsare acceptable in the cloud

3. Please confirm if the detailsare acceptable in the cloud

Tekl

a st

ruct

ures DESCRIPTION

PROJECT NAME

DRAWN BY

DATE DRAWN

JOB No. DRG No.

COASTLINE WELDING13 FISHER CRESCENTOKOTOKS AB T1S 1A9

CANEXUS RAIL CAR LOADOUT EXPANSION

19.03.2013 PROJ-NUM E4

A FOR REVIEW AND APPROVAL 02/APR/2013

REV DESCRIPTION DATE

3580

35

- 20 DIA. BOLTS

A SECTION

2250

2250

2600

30000

6750

ELEVATION ON GRID B

7025

100 42

8342

2300

2200

2782

2500

160

6750

2.Please furnish thedim marked "XX"

EL652.300

GT21 C250X23

GT8 C250X23

GT26 C250X23

GT21 C250X23

GT26 C250X23

PU20 W250X45

B34 W310X74 B37 W310X74

280

531

SG

4R

OD

19

EX

ISTI

NG

W61

0

EL645.350

M8 PL15X80EMBEDDED TYP.

M5 PL15X80EMBEDDED TYP.

M6 L76X76X7.9EL645.175

EL652.200

CL. BEAM

C2

W36

0X14

7

GT3 C250X23

GT3 C250X23

B4 W250X33 B13 W250X33

GT7 C250X23

GT3 C250X23

GT7 C250X23

325

850

2500

1465 1375

1365 1475

SG

4R

OD

19S

G4

RO

D19

SG

4R

OD

19

SG5 ROD19

150 2850

3000

EL652.342B6 W410X54

PU2 W250X45

2200

2300

2780

2600

2910

SG

4R

OD

19

SG

4R

OD

19

SG

4R

OD

19

M10 L76X76X7.9

C5

W36

0X14

7

GT1

5C

250X

23

GT1

1C

250X

23

GT27C250X23

GT21 C250X23

GT44 C250X23

B18 W250X33B21 W250X33

GT26 C250X23

GT21 C250X23

GT26 C250X23

XX

1615

928

2250

2250

SG

4R

OD

19

SG

4R

OD

19

SG

4R

OD

19

SG

4R

OD

19

SG

4R

OD

19

SG8 ROD19

SG

4R

OD

19

SG8 ROD19

850

2600

2300

2200

SG

4R

OD

19S

G4

RO

D19

SG

4R

OD

19

SG8 ROD19

PU4 W250X45

2200

2300

3375 3375

205

205

2600 2600

992

6750

BR5W

T125X22.4

B23 W250X33

GT27C250X23

GT26 C250X23

GT21 C250X23

GT26 C250X23

PU4 W250X45

B31 W310X74

BR9 WT1

25X22

.4

GT59 C250X23

GT58 C250X23

GT59 C250X23

PU22 W250X45

B42 W310X74

2300

2200

2600

SG

4R

OD

19

SG

4R

OD

19

M10 L76X76X7.9

C8

W36

0X14

7

GT21 C250X23

GT44 C250X23BR4 W

T125

X22.4

2600

2200

2300

41°

SG

4R

OD

19S

G4

RO

D19

SG

4R

OD

19

SG8 ROD19

49°49°

SG

4R

OD

19

2250

2250

41°

SG

4R

OD

19

SG

4R

OD

19

SG

4R

OD

19S

G4

RO

D19

SG8 ROD19

SG

4R

OD

19S

G4

RO

D19

SG8 ROD19

2250

2250

4872

2600

1200

1200

2.Please furnish thedim marked "XX"

SG

4R

OD

19

M15 L76X76X7.9

C11

W36

0X14

7

GT58 C250X23

GT25 C250X23

B28 W250X33

GT1

5C

250X

23

GT1

1C

250X

23

850

2300

2200

SG

4R

OD

19S

G4

RO

D19

SG

4R

OD

19

SG8 ROD19

205

XX

690

1344 600 110

928 820

2225

SG

4R

OD

19

850

2200

2300

1200

1200

SG

4R

OD

19S

G4

RO

D19

SG

4R

OD

19

SG8 ROD19

195GL

6750

2955

2955

2250

1314

928

2455

30000

6750

B

-

SG6 ROD19

SG7 ROD19

GT27C250X23

GT1

5C

250X

23

PU8 W250X45

ELEVATION ON GRID A1

2200

2300

1425 1425 2250 2250 2250 225080

17150 2850

3000

942

500

2148

6750

GT12 C250X23

GT12 C250X23

B22 W250X33

GT19 C250X23

GT29 C250X23

GT29 C250X23

PU8 W250X45

B34 W310X74

850

6075

150

SG

4R

OD

19

GT5 C250X23

GT1 C250X23

EXISTINGW610

EL645.350

M8 PL15X80EMBEDDED TYP.

M7 L76X76X7.9

M5 PL15X80EMBEDDED TYP.

GT9 C250X23

EL651.250

EL651.400

EL645.175 CL. BEAM

C3

W36

0X12

2

GT17 C250X23

GT2 C250X23

B3 W250X33

GT17 C250X23

GT17 C250X23

B5 W410X54

GT4

C25

0X23

1375 1475

500

280

380 3000

1475 1375A

-SG

4R

OD

19

SG

6R

OD

19

SG5 ROD19

SG7 ROD19

3000

PU6 W250X45

2300

2200

3000

SG

4R

OD

19

SG

4R

OD

19

SG

4R

OD

19

M9 L76X76X7.9

GT46 C250X23

GT45 C250X23

C6

W36

0X12

2

GT1

1C

250X

23

B24 W250X33

GT49 C250X23

GT47 C250X23

GT47 C250X23

B38 W310X74

GT1

0C

250X

23

GT1

0C

250X

23

GT4

C25

0X23 GT51 C250X23

GT2

2C

250X

23

2250

2250

SG

4R

OD

19

SG

4R

OD

19

SG

6R

OD

19

SG

6R

OD

19

SG7 ROD19

SG9 ROD19

SG7 ROD19

SG9 ROD19

1847.5

2780

3000

1885

DET. A

1948

SG

4R

OD

19

SG6 ROD19

SG9 ROD19

SG7 ROD19

3375 3375

155

2300

2200

2250 2250 2250 2250 2250 2250 2250

2700

195GL

992

1060500TYP. 500 TYP.500

2148

6750

BR7W

T125X22.4

GT12 C250X23

BR3 WT125X

22.4

C9

W36

0X12

2

C12

W36

0X12

2

GT6 C250X23

GT6 C250X23

B22 W250X33

C15

W36

0X12

2

PU8 W250X45

GT49 C250X23

GT29 C250X23

GT29 C250X23

B40 W310X74

BR8 WT12

5X22

.4

GT4

C25

0X23

GT1

0C

250X

23

GT1

0C

250X

23

GT38 C250X23

GT24 C250X23

GT24 C250X23

B42 W310X74

PU17 W250X45

GT4

C25

0X23

GT1

0C

250X

23

45°

2200

2300

2700

SG

4R

OD

19S

G4

RO

D19

SG

4R

OD

19S

G4

RO

D19

SG

4R

OD

19S

G4

RO

D19

M13 L76X76X7.9B29 W250X33

GT4

C25

0X23

GT3

7C

250X

23

GT12 C250X23

850

1947.5

2782

2700

2912

1235

1848

SG9 ROD19

155

45°45°

2250

2700

45°

2250

SG

6R

OD

19

SG9 ROD19

SG7 ROD19

SG

6R

OD

19

SG7 ROD19

SG9 ROD19

850

2250

2250

2700

1200

1200

SG

4R

OD

19

SG

4R

OD

19

M16 L76X76X7.9

2200

2300

SG

4R

OD

19

SG

6R

OD

19

SG7 ROD19

SG9 ROD19

2300

2700 106

2225

GT54 C250X23

2200

1500

900

GT78 C250X23

SG

4R

OD

19S

G6

RO

D19

SG7 ROD19

SG9 ROD19

6750

40

4080

40

40

4080

40

2 - 20 DIA. A325N BOLTS2 - 20 DIA. A325N BOLTS

L76X76X6.4 X 160 L76X76X6.4 X 160

B SECTION

40

2 - 20 DIA. HILTY KWIK BOLTS

L76X76X6.4 X 160

DETAIL A

Page 6: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

EL.644.000EL644.325

EL652.342

6 6A 7A 9 10 11

C1 B A1

EL644.325

EL652.050EL652.342

C1 B A1

EL644.325

EL652.050EL652.342

EL648.000

NOTE:

1. -indicates beams target mark location

Tekl

a st

ruct

ures DESCRIPTION

PROJECT NAME

DRAWN BY

DATE DRAWN

JOB No. DRG No.

COASTLINE WELDING13 FISHER CRESCENTOKOTOKS AB T1S 1A9

CANEXUS RAIL CAR LOADOUT EXPANSION

19.03.2013 PROJ-NUM E5

A FOR REVIEW AND APPROVAL 02/APR/2013

REV DESCRIPTION DATE

1500

1450

1550

928

850

1025

1200

168

1264

1900

3000

30000

6750

SG

6R

OD

19

GT27 C250X23

GT2

8C

250X

23

GT18 C250X23

ELEVATION ON GRID C1

8342

450

150

942

6750

DET. A

EL 651.250

PU3 W250X45

GT53 C250X23B15 W310X74 B27 W310X7432

564

75

EL 650.800E

XIS

TIN

GW

610

C1

W36

0X12

2

B14 W310X39

150 2850

3000

EL 651.400

PU1 W250X45

B32 W410X54

2210

M11 L76X76X7.9

EL 646.718TOS

TOC

EL 644.508

GT1

4C

250X

23

GT5

0C

250X

23

GT52 C250X23

GT16 C250X23

GT4

C25

0X23

GT18 C250X23

C4

W36

0X12

2

500

508

PU9 W250X45

2250

2200

2300

155

155

2400

195GL

900

992

500 500

2148 2455 2148 1060

500TYP. 500 TYP.500

6750

GT30 C250X23

M17 L76X76X7.9

GT30 C250X23

GT56 C250X23 GT32 C250X23

GT60 C250X23

GT60 C250X23

PU16 W250X45

GT1

0C

250X

23

B19 W310X74 B42 W310X74

2955

2955

3375 3375

45°

2400

1. Please confirm the dim's are acceptablein the cloud

SG

4R

OD

19

SG

4R

OD

19

GT46 C250X23

M14 L76X76X7.9

GT46 C250X23

B20 W250X33

GT20 C250X23

GT47 C250X23

GT4

2C

250X

23

GT55 C250X23

GT1

0C

250X

23

GT1

0C

250X

23

GT4

C25

0X23

GT51 C250X23

GT3

5C

250X

23

GT13 C250X23

GT57 C250X23

GT4

C25

0X23

GT1

0C

250X

23

BR6WT125X22.4C

7W

360X

122

C10

W36

0X12

2

BR3 WT12

5X22

.4

BR8W

T125X

22.4

1419

1289

2400

M5 PL15X80EMBEDDED TYP.

M12 PL15X80EMBEDDED

1848

1948

SG9 ROD19

SG

4R

OD

19SG6 ROD19

SG9 ROD19

1450

SG

4R

OD

19

1550

2400

1948

1848

765

SG

4R

OD

19

SG6 ROD19

SG9 ROD19

45°

1235

1500 1898 2955 1898

6750

SG10 ROD19SG10 ROD19 SG10 ROD19

PU11 W250X45

2300

2200

2400

1200

GT78 C250X23

SG

4R

OD

19

SG

4R

OD

19

EL 645.350CL BEAM EL 645.175

C13

W36

0X12

2

B22 W250X33

GT1

0C

250X

23

2400

2250

2250

SG

4R

OD

19

SG

4R

OD

19

SG9 ROD19

SG

6R

OD

19

SG

6R

OD

19

SG9 ROD19

260

2225

850

1200

1500

2250 2250

SG10 ROD19 SG10 ROD19

GT1

C25

0X23

EX

ISTI

NG

W61

0

B32 W410X54

W200X22

EX

ISTI

NG

W61

0

EX

ISTI

NG

W61

0

TOS EL+651400 TOS EL+651400

72466846

979 979 979 1036 1036 1036 1036 1036

355355

14440

7020 7420

ELEVATION ON GRID 6

8017

7075

942 2°

972 979 979 979

M1 L102X76X6.4

B1 W310X74

7075

2°1036 1030

GT5

C25

0X23

TOS EL+652300

B6 W410X54

M2 L102X76X6.4

B2 W310X74

B5 W410X54

W200X22

2. Please confirm if the W200 X22 isacceptable in the cloud?

EXISTINGW610

W200X22

DETAIL A

6846979

14440

7020 7420

ELEVATION ON GRID 6A

8017

972

1980

400 1380

2800

C310X37

B30 W610X101

B9 W200X22

P1

W20

0X31

B8 W310X39

305

3675

C1

W36

0X12

2

1250

292

979 979 979 979 979

7708

7246

1036

B12 W610X101

E6DET. A

C2

W36

0X14

7

1036 1036 1036

260 GL.

355 355

4. Please confirm if the dim isacceptable in the cloud?

C3

W36

0X12

2

1036 1036 1030

TOS EL+652033

Page 7: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

C1 B A1

EL.644.000EL644.325

EL645.350

EL652.342EL652.050

C1 B A1

EL644.325

EL652.342

EL648.000

EL652.050

C1 B A1

EL644.325

EL652.342

EL648.000

EL650.800

EL652.050

C1 B A1

EL644.325

EL652.342

EL648.000

EL650.800

EL652.050

NOTE:

1. -indicates beams target mark location

3. Please confirm the dim's are acceptablein the cloud

Tekl

a st

ruct

ures DESCRIPTION

PROJECT NAME

DRAWN BY

DATE DRAWN

JOB No. DRG No.

COASTLINE WELDING13 FISHER CRESCENTOKOTOKS AB T1S 1A9

CANEXUS RAIL CAR LOADOUT EXPANSION

19.03.2013 PROJ-NUM E6

A FOR REVIEW AND APPROVAL 02/APR/2013

REV DESCRIPTION DATE

6846 7246

972 979 979 979 979 979 1036 1036 1036 1036 1030

260GL

260GL

1220

1285

4880

355355

14440

7020 7420

292

M19 L76X76X7.9

M5 PL15X80EMBEDDED TYP.

GT67 C250X23

GT67 C250X23

GT67 C250X23

GT67C250X23

GT4

1C

310X

31

B25 W610X101

W250X33

ELEVATION ON GRID 11

8342

928 170

1200

7725

M21L76X76X7.9

GT75 C250X23

GT31 C250X23

GT31 C250X23

GT31 C250X23

GT64 C250X23

GT72 C250X23

GT33 C310X31

GT6

1C

310X

31

C13

W36

0X12

2

118 382

482

1025

1200

325

GT6

3C

250X

23

GT27C250X23

1200

1200

1230

670

GT78 C250X23

2185

1220

950

830

GT3

6C

250X

23

GT39C250X23

GT6

5C

250X

23

GT7

3C

250X

23

GT4

8C

250X

23

GT7

1C

250X

23

GT7

1C

250X

23

1220

1285

1050

1220

950

GT3

4C

250X

23

979

7708

1220 1220

2185

1200

950 1285

4880

GT7

3C

250X

23

GT40 C250X23

GT7

1C

250X

23

C15

W36

0X12

2

C14

W36

0X12

2

W250X33 W250X33

430 430

300 300

560 560

M18 PL15X80EMBEDDED TYP.

GT40 C250X23

GT6

2C

310X

31

1220 1220

1285

GT40 C250X23

GT40C250X23

GT39C250X23

GT6

5C

250X

23

GT3

6C

250X

23

GT3

4C

250X

23

GT7

1C

250X

23

GT4

8C

250X

23

GT66 C250X23

GT72 C250X23

GT33 C310X31

B12 W610X101

950

598

1025

928 728

GT54 C250X23

GT74C250X23

M20L76X76X7.9

GT27C250X23

GT77 C250X23

GT6

9C

310X

31

GT76C250X23

324

468 1200

830

1200

GT78 C250X23

GT43 C250X23

GT43 C250X23

GT43 C250X23

TOS EL+652033

1050

1200

1230

653

1036 1036

6846979

355355

14440

7020 7420

ELEVATION ON GRID 10

8017

979

1980

1380400

4050

GT46 C250X23

C310X37

P4

W20

0X31

B33 W610X101

B8 W310X39

305

3675

C10

W36

0X12

2

972

292

979 979 979 979

7708

7246

1036

C11

W36

0X14

7

1036 1036 1036

B41 W610X101

C12

W36

0X12

2

1036 1036 1030

TOS EL+652033

6846979

355355

14440

7020 7420

ELEVATION ON GRID 9

8017

979

400 1380

1980

2800

B11 W610X101

B9 W200X22

P5

W20

0X31

C310X37

B8 W310X39

305

3675

C7

W36

0X12

2

972

1250

292

979 979 979 979

7708

7246

2°1036

C8

W36

0X14

7

1036 1036 1036

B39 W610X101

DET. A

C9

W36

0X12

2

1036 1036 1030

TOS EL+652033

6846979

355 355

14440

7020 7420

ELEVATION ON GRID 7A

8017

979

400 1380

1980

2800

B35 W610X101

B8 W310X39

B9 W200X22

305

3675

C4

W36

0X12

2

97212

5029

2

979 979 979 979

7708

7246

1036

C6

W36

0X12

2

C5

W36

0X14

7

1036 1036 1036

B36 W610X101

1036 1036 1030

TOS EL+652033

76

XX

2.Please confirm ifit is acceptable?

1.Please furnish thedim marked "XX"

CL OF L76

6TYP.

6TYP.

M8 PL15X80 X 200EMBEDDED C/W 19 DIA. X 150 STUD

M5 PL15X80 X 200EMBEDDED

DETAIL A

Page 8: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

C1

10 11

10

EL.644.000

EL644.325

EL648.000

Tekl

a st

ruct

ures DESCRIPTION

PROJECT NAME

DRAWN BY

DATE DRAWN

JOB No. DRG No.

COASTLINE WELDING13 FISHER CRESCENTOKOTOKS AB T1S 1A9

CANEXUS RAIL CAR LOADOUT EXPANSION

19.03.2013 PROJ-NUM E7

A FOR REVIEW AND APPROVAL 02/APR/2013

REV DESCRIPTION DATE

5650

915

A-

W200X42C250X37 C250X37

L76X76X7.9

STAIR PALN

135 2300

HR10 PIPE38STD

B10 C310X37

L76X

76X7

.9

ST1 C310X37

HR9 PIPE38STD

L76X

76X7

.9

L76X

76X7

.9

L76X76X7.9

1100

540

915

2300

HR12 PIPE38STD

HR11 PIPE38STD

L76X

76X7

.9

L76X

76X7

.9

L76X76X7.9

4000

5650 300

230010 RUNS @230

915 230010 RUNS @230

2895

2016

11 E

QU

AL R

ISER

S20

1611

EQ

UAL

RIS

ERS

323

TYP.

A SECTION-

ST1 C310X37

13532

HR9 PIPE38STD

2703

C16

W20

0X27

HR11 PIPE38STD32

5

7525G

RO

UT

DET. A

25G

RO

UT

Please confirm if the size of allhandrails are acceptable in the cloud

M20 HILTYKWIK BOLT

PIPE38STD

DETAIL A

Page 9: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mmUNO.

Tekl

a st

ruct

ures

ONE - PLATFORM - B10

1092 647845 197420148

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

B10 1

B10 1 C310X37 6827 253 300W

SQ-2PLATFORM

p24 1 C310X37 1380 51 300W

p26 4 C310X37 1380 205 300W

p50 1 L64X64X6.4 2457 15 300W

p51 1 L64X64X6.4 1909 11 300W

p52 1 L64X64X6.4 1582 10 300W

p111 1 W200X22 1380 31 350W

p152 11 PL10X64 291 15 300W

p260 1 C310X37 6827 253 300W

p265 1 L64X64X6.4 665 4 300W

p266 1 L64X64X6.4 1571 9 300W

p270 1 L64X64X6.4 1265 8 300W

p366 1 C310X37 1380 51 300W

p373 1 L102X102X9.5 241 3 300W

p380 1 L76X64X9.5 241 2 300W

TOTAL WEIGHT THIS DRAWING 921

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/25/2013 PROJ-NUM B10

4010RD

C310X37 x 6827

D

D

C

C

B

B

p266 (F/S)p52 (F/S)p270 (F/S)p265 (F/S)p51 (F/S)p50 (F/S)

B10 C310X37

p260 (F/S)

p152 (F/S)

p152

p152 (F/S)p152 (F/S)p152 (F/S)p152

EL6

4800

0

206

TYP.

A

A

113

808011

3

4990

p373 (F/S)

p380 (F/S)

B

B

B

B

47983745

6710

3560

67103558

3618

3502

p152

p260

p152

p111

p152

p152

p152

p152

p24

B10 C310X37

p270

p265

p51

p50

p52

p266

p366

1971RD 22671045 2395

48°

36°

4513

8045

40

2125

40 558 2058

46

6TYP.

p26

p152

p152

517

505

5075 66144060 5183 6483

5030

63°

63°

49°

80

1288

92

4940 5845 6750

805058 6558

5910

5781

4513

8045

p373

p380

6 3 SIDES

6 3 SIDES

66

p26

6TYP.

p26

p26

p152

p152p152

1380

TYP.66

3 SIDES

p152

p260B10 C310X37

p26

0

6TYP.

66

TYP.

B - B

1380

0

6TYP.

66

TYP.

p260B10 C310X37

p152

p111

C - C

8080

8080

70 69

30 60 1015 225 50

8011

2

8011

3

p373p380

p24

p260B10 C310X37

p152

D - D

8080

8080

70 69

50 1280 50

B10 C310X37p260

p366

A - A

Page 10: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mmUNO.

Tekl

a st

ruct

ures

ONE - CHANNEL - B26

1107 647844 22985590

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

B26 1

B26 1 C310X37 8033 298 300W

SQ-2CHANNEL

p23 1 W310X39 1380 54 350W

p26 5 C310X37 1380 256 300W

p27 1 C310X37 1152 43 300W

p44 1 L64X64X6.4 1750 11 300W

p45 1 L64X64X6.4 1802 11 300W

p46 1 L64X64X6.4 1264 8 300W

p47 1 L64X64X6.4 360 2 300W

p48 1 L64X64X6.4 2058 12 300W

p111 1 W200X22 1380 31 350W

p152 13 PL10X64 291 18 300W

p259 1 C310X37 8033 298 300W

p263 1 L64X64X6.4 1802 11 300W

p267 1 L64X64X6.4 665 4 300W

p268 1 L64X64X6.4 1394 8 300W

p329 2 PL10X76 291 3 300W

p373 2 L102X102X9.5 241 7 300W

TOTAL WEIGHT THIS DRAWING 1073

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/25/2013 PROJ-NUM B26

7993

4772

7950

C310X37 x 8033

B

B

p23 (F/S)

p329 (B/S)

A

AB26 C310X37 p27 (F/S)

p259 (F/S)

p152 p152

801243

EL6

4800

0

8011

3

3793RD

83

206

TYP.

B

B

B

B

8080

70

8011

3

D

Dp373 (F/S)

p373 (F/S)

B

B

C

C

B

B

5548

55417993

5081

48414723

6378

6431

6316

5027

p329

p263

p44

p45

p268

p46

p48

p471243 80

221RD 2422 2703

341 1841 3341

38°

38°

36°

4513

8045

83 1283 2563 3843

1342 3901

1222 3783

132

1107

142

315

750

315

40

40

289 1389 2489 3589

18

18

p26

6TYP.

B26 C310X37

p23

p152p152p152

p259

3- p152

p26

p26

p329

p152

973

961

5050

5361 7886

6341 7841

35°46°

41°

5223

4513

8045

1120

260

6377 7727

0

0

66

6 3 SIDES

6 3 SIDES

p373

p373

66

TYP.

p152p152p152

p152

p152

p152

p267

p27

p26

p111

p26

153

153

435 509 435

18 18

p259B26 C310X37

p329p329

A - A

1380

TYP.66

3 SIDES

0

6TYP.

66

TYP.

B26 C310X37

p152

p259

p26

B - B

1120 260

1380

66

TYP.

0

6TYP.B26 C310X37

p259p27

p111

C - C

50

8080

70

8080

70

50

1380

p259

p373

B26 C310X37

p373

D - D

Page 11: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mmUNO.

Tekl

a st

ruct

ures

ONE - CHANNEL - B7

1059 647843 209112984

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

B7 1

B7 1 C310X37 6750 250 300W

SQ-2CHANNEL

p26 4 C310X37 1380 205 300W

p28 3 C310X37 1340 149 300W

p49 3 L64X64X6.4 1212 22 300W

p152 9 PL10X64 291 12 300W

p262 1 C310X37 6750 250 300W

p264 2 L64X64X6.4 1849 22 300W

p269 2 L64X64X6.4 678 8 300W

p366 1 C310X37 1380 51 300W

p373 2 L102X102X9.5 241 7 300W

p377 1 L64X64X6.4 665 4 300W

TOTAL WEIGHT THIS DRAWING 980

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/25/2013 PROJ-NUM B7

C310X37 x 6750

40RD

6710B

B

TYP. 6 3 SIDES

p373 (F/S)p373 (F/S)

A

A

A

A

A

A

A

AB7 C310X37

EL6

4769

5 206

TYP.

8080

70

3591

3583

4050

3991

50°

4308

6710

6710

4109

3745

p28 p28 p28

p152

p152 p152 p152

B7 C310X37

p49

p377

p49

p269

p264

p269

p49

p264p3

66

p26

1291

141 1350 25592700

2841

1291 2700

1470

4513

8045

40°40°

1308 2808

490

890

490

890

40

40

1409

1045RD 2395

6TYP.

p152 p152

p152

p26

p26

p152

p262

6291

6283

52595400

5541

6683

5050

50°

40°

5808

490

890

4513

8045

5095 6445

0

0

TYP.

66

TYP. p373

p373

p152

p26

p152

0

6TYP.

66

TYP.

TYP.66

3 SIDES

p262B7 C310X37

p26

A - A

490 890

5050

8080

70

8080

70

1380

B7 C310X37

p373 p28 p373

p262

B - B

Page 12: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mm UNO.

Tekl

a st

ruct

ures

ONE - BRACE - BR15

10581 652054 54919741

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

BR15 1

BR15 1 WT125X22.4 9412 211 350W

SQ-2BRACE

p323 1 PL10X282 567 9 300W

p327 1 PL10X380 573 12 300W

p343 1 HSS152X102X4.8 188 3 350W

p345 1 PL18X148 200 4 300W

p357 4 FL6X102 152 3 300W

p395 1 PL18X148 200 4 300W

p398 1 HSS152X102X4.8 188 3 350W

4 3/4"Ø A325N BOLT 2 1/4" 0 Workshop

TOTAL WEIGHT THIS DRAWING 251

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/25/2013 PROJ-NUM BR15

2853RD 3053 7053 7253

61886

102

18

120

1810

2

120

6 188 6

40 9332

9834 (WT125X22.4 x 9412)

(-303)

p357wire to ship

60

TYP.

p357wire to ship

p398wire to ship

p395wire to ship

p323p357wire to ship

p343wire to ship

p357wire to ship

p345wire to shipp327

GA 80wire to ship BR15 WT125X22.4

4672

9439

9332

7171 9292 80

4643 7135

4040

147

155

85°

85°

4040

4040

80

80

80

80

BR15 WT125X22.4

p357p357

p357p345

p343

p323

p327

p398

p395

2935

42°

213

217

107

8

40RD

80 2970

143

151

4040

80

Page 13: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mmUNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C1

1 648179 22563002

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C1 1

C1 1 W360X122 7795 948 350W

SQ-2COLUMN

p13 1 PL32X375 550 52 300W

p105 4 PL12X122 317 14 300W

p153 1 L76X76X9.5 428 5 300W

p154 1 L76X76X9.5 428 5 300W

p405 1 PL10X382 558 11 300W

TOTAL WEIGHT THIS DRAWING 1035

GRID LOCATION BOTTOM ELEVATION

6A/C1 +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/22/2013 PROJ-NUM C1

EL652152

7795

7686

7700

7566

80 80 80 80

7827 (W360X122 x 7795)

7580

7098 7690

6368RD 6978

MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE

SQ. CUT SQ. CUT

66

TYP. 3 SIDES

C

C

B

B

A

A p405 (F/S)

p153 (F/S)p154 (N/S)

p105 (B/S)

p13

C1 W360X122 North

p105 (B/S)

EL644325

32

6

45 44

225

4040

4040

6060

2°8080

11576371153263RD 6380 7047

7070

7070

7070

160 80

7098 7690

31C1 W360X122

p13

p405 p153

p154

p105

p105p105

p105

120

111

111

120

50 5555

50

37

p13

8

NORTH

A - A

45

282

45

209

100

80

80

328270

272

215

50

66

p405

B - B

3248

3248

168 168

TYP.0

ANGLE

6TYP.

p105p105

p154p153

C - C

Page 14: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mmUNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C10

-4 648188 234923251

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C10 1

C10 1 W360X122 7795 948 350W

SQ-2COLUMN

p13 1 PL32X375 550 52 300W

p105 4 PL12X122 317 14 300W

p142 1 PL10X250 275 4 300W

p153 1 L76X76X9.5 428 5 300W

p154 1 L76X76X9.5 428 5 300W

p160 1 L76X76X6.4 150 1 300W

p315 5 L102X76X9.5 344 22 300W

p328 1 PL10X382 558 11 300W

p354 10 L102X102X9.5 118 17 300W

TOTAL WEIGHT THIS DRAWING 1079

GRID LOCATION BOTTOM ELEVATION

10/C1 +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM C10

4587

EL652152

7098

7580

7795

6538RD

7566

7827 (W360X122 x 7795)

7700

7685

p354 (B/S)

SQ. CUT SQ. CUT

88

TYP.

E

E

D

D

A

A

p105 (B/S)

p105 (B/S)

p142

C10 W360X122 North

p13

p153 (F/S)

p154 (N/S)

p328 (F/S)

815 2187 3387

EL644325

32

B

B

p160 (F/S)C

C

C

C

6TYP. p354 (B/S)p354 (B/S)

p315p315

44

6

6087 6987

80

80808080

45

225

4040

135

7690

6060

4040

6818

MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE

C

C

C

C

C

C

p354 (B/S)p354 (B/S)

p315 p315p315

7047

7098

p142

p105

p328p105

p105

p13 p105

C10 W360X122

p154

p153

3263RD

215

22210

9

77

134

190

45°

80

80

165

160

7070

6 p160

p354

p354p315

p315

p354

p354

7070

115 7637 115

7690

31

p315p354

p354

p354

p354

p315

p354p315

p354

50 5555

50

120

111

111

120

37

(CTRD)

8

NORTH

p142 p13

A - A

45

80

80

208

45

282

100

328

270

272

215

50

66

p328

D - D

169169

0

ANGLE

6TYP.

TYP.

p105p105

p153

p154

E - E80 57 57 80

5050

56 57

3021

1

91 91

p315

p354p354

C - C

4047

8036

p160

B - B

Page 15: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mm UNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C11

7024 648327 292623250

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C11 1

C11 1 W360X147 8070 1191 350W

SQ-2COLUMN

p14 1 PL32X450 550 62 300W

p106 3 PL15X179 317 20 300W

p144 1 PL10X271 274 5 300W

p160 1 L76X76X6.4 150 1 300W

p315 5 L102X76X9.5 343 22 300W

p324 1 PL10X396 573 13 300W

p327 1 PL10X380 573 12 300W

p354 10 L102X102X9.5 118 17 300W

TOTAL WEIGHT THIS DRAWING 1343

GRID LOCATION BOTTOM ELEVATION

10/B +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/27/2013 PROJ-NUM C11

7608

4587

EL652427

7858

7872

7858

7328

79618102 (W360X147 x 8070)

8070

SQ. CUT SQ. CUT

p144 (N/S)

D

D

p106 (F/S)

p106 (B/S)

88

TYP. 3 SIDES

A

A

C11 W360X147 North

p14

p324 (F/S)

p327 (N/S)815RD

2187 3387

EL644325

32

B

Bp160 (F/S)

C

C6TYP.

C

C

p354 (B/S)p354 (B/S)p315p315

59 60

240

59

80 80

8080

5787 6987 7872

240

60

4040

6060

C

C

C

C

C

Cp354 (B/S) p354 (B/S) p354 (B/S)

p315 p315 p315

7322RD

7373

7961

(CTRD)

66 p327

p324

p144p106

p106p106

p14 C11 W360X147

215

49°

211

159

151

99

22110

8

8080

168

161

p160

p315p354

p354 p354

p354 p315

115 7912 115

7070

7961

31

p354

p354 p315 p354 p315

p354

p315p354

p354

120

110

110

120

50 100 100 50

37

(CTRD)p144

8

NORTH

p14

A - A

80

80

80

80

208

44

239

59

116

59

116

342

286

284

228

50

326

272

267213

50

p324

p327

66

TYP.

D - D

80 56 57 80

56 56

5050

3021

1

91 91

p315

p354 p354

C - C

4640 36

80

p160

B - B

Page 16: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mmUNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C12

14444 648179 234323248

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C12 1

C12 1 W360X122 7778 946 350W

SQ-2COLUMN

p13 1 PL32X375 550 52 300W

p105 4 PL12X122 317 14 300W

p142 1 PL10X250 275 4 300W

p153 1 L76X76X9.5 428 5 300W

p154 1 L76X76X9.5 428 5 300W

p160 1 L76X76X6.4 150 1 300W

p315 5 L102X76X9.5 344 22 300W

p326 1 PL10X368 558 11 300W

p354 10 L102X102X9.5 118 17 300W

TOTAL WEIGHT THIS DRAWING 1077

GRID LOCATION BOTTOM ELEVATION

10/A1 +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/27/2013 PROJ-NUM C12

4587

EL652135

7778

7549

7563

6378

7030

7683

7810 (W360X122 x 7778)

7668

p354 (B/S)

p315

SQ. CUT SQ. CUT

E

E

D

D

p105 (B/S)

p326 (N/S)

p105 (B/S)

88

TYP. 3 SIDES

A

A

p142 (N/S)

C12 W360X122 North

p13

p153 (N/S)p154 (F/S)815RD

2187 3387

EL644325

32

B

Bp160 (F/S)

C

C

C

C6

TYP.

p354 (B/S) p354 (B/S)

p315 p315

640

40

6087 6987

80

80808080

1157620115

4622

7

45

2°2°

135

4040

120

6060

MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE

C

C

C

C

C

Cp354 (B/S) p354 (B/S)

p315 p315

7081

7081RD

C12 W360X122

66

(CTRD)p326

p142

p13

p153

p154 p105p105

p105

p10521

5

190

134

77

22210

9

45°

80

80

165

p160

p315

p354

p354

p354

p354

p315

7673

7070

7673

31

p315

p354

p354

p315p354

p354p354

p354

p315

50 5555

50

120

111

111

120

37

(CTRD)

8

NORTH

p142

p13

A - A

4680

80

225

101

314

255

260

201

50

p326

66

D - D

169 168

0

TYP.

6TYP.

p105 p105

p154p153

E - E

30

211

9191

80 57 57 80

5050

57 56

p315

p354 p354

C - C

4740 36

80

p160

B - B

Page 17: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mm UNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C13

-2 648194 235330000

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C13 1

C13 1 W360X122 7795 948 350W

SQ-2COLUMN

p13 1 PL32X375 550 52 300W

p105 4 PL12X122 317 14 300W

p154 1 L76X76X9.5 428 5 300W

p159 5 L76X76X6.4 160 6 300W

p160 1 L76X76X6.4 150 1 300W

p315 5 L102X76X9.5 344 22 300W

p328 1 PL10X382 558 11 300W

p354 5 L102X102X9.5 118 9 300W

p371 5 L102X76X6.4 320 14 300W

TOTAL WEIGHT THIS DRAWING 1081

GRID LOCATION BOTTOM ELEVATION

11/C1 +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM C13

4587

6658

4587

EL652152

7580

7566

7700

7098

7795

7827 (W360X122 x 7795)

7686RD

p354 (N/S)

SQ. CUT SQ. CUT

6TYP.

C

C

C

C

C

Cp159

p159 p159p159

p105 (B/S)

p105 (B/S)

8TYP.

E

E

D

D

A

A

C13 W360X122 North

p13

p154 (N/S)

p328 (N/S)

815

2187 3387

2187 3387

EL644325

32

B

B

p160 (N/S)

C

Cp371 (F/S)

p315

p354 (N/S)

p371 (F/S)

p315

p354 (N/S)

6787

80 80

6087 6987

45 44

225

4040

8013

5

2.4°

7690

6060

MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE

C

C

p159p371 (F/S)

p315

p354 (N/S)p371 (F/S)

p315

p354 (N/S)

p371 (F/S)

p315

5787

6

4593

7047RD

7098

p105

p328

p105

p105

p13 p105

C13 W360X122

p154

2193 3393

p160

p159

p354p315

p371

p159

p354

p315

p371

7070

5793 6993

1157637115

7690

31p159p159

p371

p315

p354

p159

p371p315

p354

p371

p315

p354

50 5555

50

120

111

111

120

37

8

NORTH

p13

A - A

45

80

80

100

270

272

328

215

50

66

p328

D - D

168

0

ANGLE

6TYP.

p105

p105

p154

E - E

56

50

80 57 57 80

195

40

211

221

3091

28 80

66

p315

p354

p159

p371

C - C

4640

8036

p160

B - B

Page 18: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mm UNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C14

7021 648258 246230001

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C14 1

C14 1 W360X122 8070 982 350W

SQ-2COLUMN

p13 1 PL32X375 550 52 300W

p64 2 W250X33 361 24 350W

p107 4 PL15X122 317 18 300W

p159 10 L76X76X6.4 160 12 300W

p160 1 L76X76X6.4 150 1 300W

p305 5 L102X76X9.5 156 10 300W

p325 1 PL10X396 573 12 300W

p354 5 L102X102X9.5 118 9 300W

p371 5 L102X76X6.4 320 14 300W

TOTAL WEIGHT THIS DRAWING 1132

GRID LOCATION BOTTOM ELEVATION

11/B +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/27/2013 PROJ-NUM C14

4587

7017

4587

EL652427

7608

7872

7858

8102 (W360X122 x 8070)

8070

C

C

C

C

C

C

C

C

B

B

p64

p64

88

TYP. 3 SIDESA

A

C14 W360X122 North

p13

p325 (N/S)

543

543

815

2187 3387

2187 3387

EL644325

821RD

361

361

32

p160 (N/S)

6 TYP.

C

C p159

p354 (N/S)

p305 (N/S)

p371 (F/S)

p159

p354 (N/S)

p305 (N/S)

p371 (F/S)

SQ. CUT

5787 7017

5787 6987

5724

058

8080 2°

6060

31

31p354 (N/S)

p305 (N/S)

p371 (F/S)

p354 (N/S)

p305 (N/S)

p371 (F/S)

p354 (N/S)

p305 (N/S)

p371 (F/S)

SQ. CUT

p107 (B/S)

p107 (B/S)

D

D

4593 7322RD

7373

7373

p159 (B/S)p159 (B/S)p159 (B/S)

p64 (B/S)

p325

p107 p107

p107 p107

p13 C14 W360X122

2193 3393

p160

p159 (B/S)

p354

p305

p371

p305

p371

p159

p354

5793 7023 115 7912 115

7070

7961

7961

31

p371

p305

p354

p371

p305p354p354

p305

p371

50 5555

50

120

111

111

120

37

8

NORTH

p13

A - A

53

53

40

46

3680

331

513

513

331

70

40

70

403030

361

361

36 80

36 80

p160

p64

p64

66

TYP.

B - B

195

4022

222

1

28 80

91

4030

211

80 5728

80

5056

p371

p159

p354

p159

p305

66

TYP.

C - C

80

80

57 115

342

286

284228

50

p325

66

TYP.

D - D

Page 19: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mm UNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C15

14437 648100 236230003

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C15 1

C15 1 W360X122 7778 946 350W

SQ-2COLUMN

p13 1 PL32X375 550 52 300W

p63 1 W250X33 530 17 350W

p105 4 PL12X122 317 14 300W

p153 1 L76X76X9.5 428 5 300W

p159 6 L76X76X6.4 160 7 300W

p160 1 L76X76X6.4 150 1 300W

p315 5 L102X76X9.5 344 22 300W

p354 5 L102X102X9.5 118 9 300W

p371 5 L102X76X6.4 320 14 300W

TOTAL WEIGHT THIS DRAWING 1087

GRID LOCATION BOTTOM ELEVATION

11/A1 +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/27/2013 PROJ-NUM C15

4587

4587

EL652135

7683

7778

7668

7810 (W360X122 x 7778)

p371 (F/S)

p354 (N/S)

SQ. CUT SQ. CUT

C

C

C

C

C

C

D

D

C

C

B

B

p105 (B/S)

p105 (B/S)

p159

p63

p1596

TYP.8

TYP.

A

A

C15 W360X122 North

p13

p153 (N/S)

p159p159

712

530

815

993RD 2187 3387

2187 3387

EL644325

32

821

p160 (N/S)

p159

p354 (N/S)

p315

p371 (F/S)

p354 (N/S)

p315

p371 (F/S)

6

5787 6787 7030 115 7620 115

80806658

135

80

4040

6087 6987

6060

31

MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE

C

C

p159

p315

p354 (N/S)

p315p371 (F/S)

p354 (N/S)p315p371 (F/S)

4593

7081RD

p63p159

p159

p13

p153

p159p159p105p105

p105p105

2193 3393

2880

p160

p159

p315

p371

p354 p354

p315

p371

C15 W360X122

5793 6993

7070

7673

31p159

p371

p354

p315

p371

p354

p315

p371

p315p354

50 5555

50

120

111

111

120

37

8

NORTH

p13

A - A53

36 80

712

474036

80

530

30

25 35

60

60

p160

66

p63

B - B

195

80 57 57 80

5056

91

30

222

211

40

28 80

p354

p315 p371

66

TYP.

p159

C - C

168

0

6

p105p105

p153

D - D

Page 20: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mm UNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C2

7023 648320 29063002

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C2 1

C2 1 W360X147 8070 1191 350W

SQ-2COLUMN

p14 1 PL32X450 550 62 300W

p106 4 PL15X179 317 27 300W

p160 2 L76X76X6.4 150 2 300W

p315 5 L102X76X9.5 343 22 300W

p324 1 PL10X396 573 13 300W

p354 10 L102X102X9.5 118 17 300W

TOTAL WEIGHT THIS DRAWING 1333

GRID LOCATION BOTTOM ELEVATION

6A/B +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/22/2013 PROJ-NUM C2

4587

EL652427

8070

7858

7872

8102 (W360X147 x 8070)

7373

7608

SQ. CUT SQ. CUT

D

D

8 TYP.

A

A

p14

p106 (B/S)

p324 (F/S)

C2 W360X147 Northp106 (B/S)

2187 3387

815RD

EL644325

32

B

Bp160 (B/S) 6

TYP.

C

C

C

Cp354 (B/S)p354 (B/S)

p315p315

59

5787 6987

240

60

8080 2°

6060

7961

70 31

31

C

C

C

C

C

C

p354 (B/S) p354 (B/S) p354 (B/S)

p315p315p315

7322RD

7373

7373

C2 W360X147p14

p324 p106

p106

p106

p106

p160

p160

p354

p354 p315

p354

p354p315

7070

115 7912 115

7961

7961

31

p354 p315

p354

p315p354

p354

p354 p315

p354

120

110

110

120

50 100 100 50

37

8

NORTH

p14

A - A

59 80

80

118

342

284

286

22850

66

p324

D - D

5050

56 56

30

211

80 56 57 80

91 91

p315

p354p354

C - C

404046 46

3680

3680

p160p160

B - B

Page 21: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mmUNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C3

14445 648142 23053000

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C3 1

C3 1 W360X122 7778 946 350W

SQ-2COLUMN

p13 1 PL32X375 550 52 300W

p105 4 PL12X122 317 14 300W

p153 1 L76X76X9.5 428 5 300W

p154 1 L76X76X9.5 428 5 300W

p160 2 L76X76X6.4 150 2 300W

p315 4 L102X76X9.5 344 17 300W

p330 1 L102X76X9.5 344 4 300W

p354 8 L102X102X9.5 118 14 300W

TOTAL WEIGHT THIS DRAWING 1059

GRID LOCATION BOTTOM ELEVATION

6A/A1 +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/22/2013 PROJ-NUM C3

4587

EL652135

7683

7669

7778

7810 (W360X122 x 7778)

6987

7030

6658p354 (B/S)

SQ. CUT

SQ. CUT

22?

p105 (B/S)

p105 (B/S)

8TYP. E

E

D

D

A

A

p13

p330 p154 (F/S)

p153 (N/S)

C3 W360X122 North

815RD 2187 3387

EL644325

32

B

Bp160 (B/S) 6

TYP.

C

C

C

C

p354 (B/S)p354 (B/S)

p315p315

6

4040

6087

135

80

1157620115

6060

80 80 80 80

MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE

C

C

C

C

p354 (B/S)

p315p315

7081RD

p13

p105

p105p105

p105p330

p153

p154

p160

p160

p315p354

p354

p315p354

p354

C3 W360X122

7070

7673

31

p315

p354

p354

p354

p354

p315

120

111

111

120

50 5555

50

37

8

NORTH

p13

A - A

30

212

80 57 57 80

p105 p105

p330

D - D

169 168

p105 p105

TYP.0

ANGLE

6TYP.

p154p153

E - E

80 57 57 80

5050

57 56

30

211

91 91

p354 p354

p315

C - C

3680

3680

40 40

47 47

p160p160

B - B

Page 22: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mmUNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C4

1 648179 22569748

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C4 1

C4 1 W360X122 7795 948 350W

SQ-2COLUMN

p13 1 PL32X375 550 52 300W

p105 4 PL12X122 317 14 300W

p153 1 L76X76X9.5 428 5 300W

p154 1 L76X76X9.5 428 5 300W

p328 1 PL10X382 558 11 300W

TOTAL WEIGHT THIS DRAWING 1035

GRID LOCATION BOTTOM ELEVATION

7A/C1 +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM C4

EL652152

7580

80

7566

32 7795

6368RD 6818

76907098

135

7827 (W360X122 x 7795)

7700

7685

MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE

SQ. CUT SQ. CUT

p105 (B/S)

p105 (B/S)8

TYP.

C

C

B

B

A

A

C4 W360X122 North

p13

p153 (F/S)p154 (N/S)

p328 (N/S)

EL644325

45

6

225

44

4040

4040

6060

8080

80

80

1157637115

160 80

7070

6380 70473263RD

7070

7070

7098 7690

31

p105

p328

p105

p105

p13 p105

C4 W360X122

p154

p153

50 5555

50

120

111

111

120

37

8

NORTH

p13

A - A

45

80

80

100

328

215

272

270

50

66

p328

B - B

169168

0

ANGLE

6TYP.

TYP.

p105p105

p153p154

C - C

Page 23: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mmUNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C5

7024 648355 29339750

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C5 1

C5 1 W360X147 8070 1191 350W

SQ-2COLUMN

p14 1 PL32X450 550 62 300W

p106 4 PL15X179 317 27 300W

p160 2 L76X76X6.4 150 2 300W

p315 5 L102X76X9.5 343 22 300W

p324 1 PL10X396 573 13 300W

p327 1 PL10X380 573 12 300W

p354 10 L102X102X9.5 118 17 300W

TOTAL WEIGHT THIS DRAWING 1345

GRID LOCATION BOTTOM ELEVATION

7A/B +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM C5

4587

7608

EL652427

7872

7858

7872

7858

8070

8102 (W360X147 x 8070)

7373

SQ. CUT SQ. CUT

p106 (B/S)p106 (B/S)

D

D

8 TYP.

A

Ap327 (F/S)

p324 (N/S)

p14

C5 W360X147 North

815RD 2187 3387

EL644325

32

B

Bp160 (B/S)6

TYP.

C

C

C

Cp354 (B/S) p354 (B/S)

p315 p315

59

59

5787 6987

240

60

240

60

80 80

6060

320

7961

C

C

C

C

C

Cp354 (B/S) p354 (B/S) p354 (B/S)

p315 p315 p315

7322RD

7373

7373

p327

p324p106 p106

p106 p106

p14 C5 W360X147

p160

p160

p354

p354 p315

p354

p354 p315

7070

115 7912 115

7961

7961

31

p354

p354 p315 p315p354

p354

p315p354

p354

50 100 100 50

120

110

110

120

37

8

NORTH

p14

A - A

8080

80

80

59

59 116

116

326

272

267

213

50

342

286

284

228

50

p327

p324

66

TYP.

D - D

30

5050

80 56 57 80

56 56

211

91 91

p315

p354 p354

C - C

404046 46

3680

3680

p160p160

B - B

Page 24: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mmUNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C6

14444 648191 23369752

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C6 1

C6 1 W360X122 7778 946 350W

SQ-2COLUMN

p13 1 PL32X375 550 52 300W

p105 4 PL12X122 317 14 300W

p153 1 L76X76X9.5 428 5 300W

p154 1 L76X76X9.5 428 5 300W

p160 2 L76X76X6.4 150 2 300W

p315 5 L102X76X9.5 344 22 300W

p354 10 L102X102X9.5 118 17 300W

p408 1 PL10X368 558 11 300W

TOTAL WEIGHT THIS DRAWING 1073

GRID LOCATION BOTTOM ELEVATION

7A/A1 +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/27/2013 PROJ-NUM C6

4587

EL652135

7778

7563

7549

7030

6658

7683

7810 (W360X122 x 7778)

7668

p354 (B/S)

SQ. CUT SQ. CUT

E

E

D

D

p408 (F/S)

p105 (B/S)

p105 (B/S)

8TYP.

A

A

C6 W360X122 North

p13

p153 (N/S)p154 (F/S)

815RD2187 3387

EL644325

32

B

Bp160 (B/S) 6

TYP.

C

C

C

C

p354 (B/S) p354 (B/S)

p315 p315

46

6

226

45

4040

6087 6987

1157620115

80802°2°

135

80

6060

MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE

C

C

C

C

C

C

p354 (B/S)p354 (B/S)p315 p315

p315

7081RD

C6 W360X122

p408

p13p153

p154

p105p105

p105p105p160

p160p354

p354 p315

p354

p354 p315

7070

7673

31p354

p354p315 p315

p354

p354

p315p354

p354

50 5555

50

120

111

111

120

37

8

NORTH

p13

A - A

46 80

80

101

314

260

255

201

50

p408

66

D - D

169 169

p105p105

p154p153

0

TYP.

6TYP.

E - E

80 57 57 80

5050

57 56

30

211

91 91

p315

p354 p354

C - C

404047 47

3680

3680

p160p160

B - B

Page 25: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mm?UNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C7

-6 648149 232416500

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C7 1

C7 1 W360X122 7795 948 350W

SQ-2COLUMN

p13 1 PL32X375 550 52 300W

p105 4 PL12X122 317 14 300W

p142 1 PL10X250 275 4 300W

p153 1 L76X76X9.5 428 5 300W

p154 1 L76X76X9.5 428 5 300W

p160 1 L76X76X6.4 150 1 300W

p315 5 L102X76X9.5 344 22 300W

p354 10 L102X102X9.5 118 17 300W

TOTAL WEIGHT THIS DRAWING 1068

GRID LOCATION BOTTOM ELEVATION

9/C1 +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM C7

4587

EL652152

7098

7795

6538RD

7827 (W360X122 x 7795)

7700

7685

p354 (B/S)

SQ. CUT SQ. CUT

D

D

p105 (B/S)

p105 (B/S)

8TYP.

A

A

C7 W360X122 North

p13

p153 (F/S)p154 (N/S)p142 (F/S)

815 2187 3387

EL644325

36

32

6 TYP.

B

B

p160 (N/S) C

C

C

C

p354 (B/S)p354 (B/S)

p315p315

6

4040

6087 6987

135

80

808080802°

135

7690

4040

6060

6818

MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE

C

C

C

C

C

C

p354 (B/S) p354 (B/S)

p315p315p315

7098

6380

(CTRD)66

p105

p142

p105

p105

p13

p105

C7 W360X122

p154

p153

159 22

2

109

80

190

134

77

45°

80

165

160

7070

3263RD

p160p354

p354p315

p354

p354

p315

7070

1157637115

7690

80

7047

7070

31

p354

p315

p354

p315

p354

p354

p315p354

p354

50 5555

50

120

111

111

120

37

(CTRD)p142

8

NORTH

p13

A - A

169 168 6TYP.

TYP.0

ANGLE

p154

p153p105

p105

D - D

919130

211

80 57 57 80

5050

56 57p354 p354

p315

C - C

4046

8036

p160

B - B

Page 26: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mmUNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C8

7024 648253 287216500

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C8 1

C8 1 W360X147 8070 1191 350W

SQ-2COLUMN

p14 1 PL32X450 550 62 300W

p106 3 PL15X179 317 20 300W

p144 1 PL10X271 274 5 300W

p160 1 L76X76X6.4 150 1 300W

p315 5 L102X76X9.5 343 22 300W

p354 10 L102X102X9.5 118 17 300W

TOTAL WEIGHT THIS DRAWING 1318

GRID LOCATION BOTTOM ELEVATION

9/B +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/27/2013 PROJ-NUM C8

4587

EL652427

7328

8102 (W360X147 x 8070)

8070

SQ. CUT SQ. CUT

p106 (N/S) p106 (B/S)

p144 (F/S)

8 TYP.

A

A

C8 W360X147 North

p14

815RD 2187 3387

EL644325

32

B

Bp160 (N/S)

C

C

6TYP.

C

C

p354 (B/S) p354 (B/S)

p315p315 5787 6987 8080 8080120

4040

6060

31

31

C

C

C

C

C

C

p354 (B/S)p354 (B/S) p354 (B/S)

p315p315p315

7322

7373

7961RD

66

(CTRD)

p106 p106

p144p106

p14 C8 W360X147

215

49°

80 80

221

168

161

108

211

151

99

159

p354

p354 p315p354

p354

p315p160

115 7912 115

7961

7070

31

p354

p354 p315

p354

p354 p315

p354

p354 p315

120

110

110

120

50 100 100 50

37

(CTRD)p144

8

NORTH

p14

A - A

80 56 57 80

5050

56 56

30

211

9191

p354p354

p315

C - C

464036

80

p160

B - B

Page 27: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mmUNO.

Tekl

a st

ruct

ures

ONE - COLUMN - C9

14446 648141 232016500

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

C9 1

C9 1 W360X122 7778 946 350W

SQ-2COLUMN

p13 1 PL32X375 550 52 300W

p105 4 PL12X122 317 14 300W

p142 1 PL10X250 275 4 300W

p153 1 L76X76X9.5 428 5 300W

p154 1 L76X76X9.5 428 5 300W

p160 1 L76X76X6.4 150 1 300W

p315 5 L102X76X9.5 344 22 300W

p354 10 L102X102X9.5 118 17 300W

TOTAL WEIGHT THIS DRAWING 1066

GRID LOCATION BOTTOM ELEVATION

9/A1 +644.325

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/27/2013 PROJ-NUM C9

7778

EL652135

6378

7030

7683

7810 (W360X122 x 7778)

7668

p354 (B/S)

SQ. CUT SQ. CUT

D

D

p105 (B/S)

p105 (B/S)

8TYP.

A

A

p142 (F/S)

C9 W360X122 North

p13

p153 (N/S)

p154 (F/S)

815RD

2187 3390

32

EL644325

B

Bp160 (N/S)

C

C

C

C6

TYP.p354 (B/S) p354 (B/S)

p315 p315

6

4040

4587 6087 6990

8080 8080

1157620115

135

80

120

4040

6060

MIDPOINT OF HOLESIS 6MM FROM FACE OF FLANGE

C

C

C

C

C

Cp354 (B/S)

p354 (B/S)

p315p315

p315

7081RD

66

(CTRD)p142

p13p153

p154 p105p105

p105p105

215

45°

80

80

222

165

109

190

134

77

p160

p354

p354

p315

C9 W360X122

p315

p354

p354

7673

7070

31

p315p354

p354

p315p354

p354p354

p354

p315

50 5555

50

120

111

111

120

37

(CTRD)

8

NORTH

p142

p13

A - A

169 169

0

TYP.

6TYP.

p154p153

p105

p105

D - D

30

211

5050

80 57 57 80

57 56

9191

p315

p354

p354

C - C

47

403680

p160

B - B

Page 28: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

Tekl

a st

ruct

ures

ONE - HANDRAIL - HR1

1787 648519 1783459

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

HR1 1

HR1 1 PIPE38STD 3583 14 A53

SQ-2HANDRAIL

p167 1 PL6X150 3697 26 300W

p173 1 PL6X150 358 3 300W

p190 2 PIPE38STD 79 1 A53

p195 8 PIPE38STD 1100 33 A53

p205 1 PIPE38STD 213 1 A53

p206 1 PIPE38STD 338 1 A53

p207 2 PIPE38STD 123 1 A53

p370 1 PIPE38STD 160 1 A53

TOTAL WEIGHT THIS DRAWING 80

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM HR1

3633 88

3721

1102

50

20

123RD

1223 2323 3423

188

454

460

6 0

6 0

TYP.

3TYP.

A

A

p195p195p195p205 (N/S)

p195

(N/S

)

p190

p190

p206 (N/S)

p207

HR1 PIPE38STD

p167 (N/S)

p370

p173 (N/S)

4-p1

95

388

p190

p167

p173

p206

HR1 PIPE38STD

213 175

188

454

460

0

TYP.

0

3TYP.

p173p167

p195

HR1 PIPE38STD

p190

p206

p205

p207

A - A

Page 29: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

Tekl

a st

ruct

ures

ONE - HANDRAIL - HR10

1495 647817 8324418

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

HR10 1

HR10 1 PIPE38STD 4059 15 A53

BEV-2HANDRAIL

p172 1 FL6X121 150 1 300W

p175 1 PL6X130 150 1 300W

p186 1 PIPE38STD 203 1 A53

p191 1 PIPE38STD 939 4 A53

p192 1 PIPE38STD 971 4 A53

p193 1 PIPE38STD 1662 6 A53

p194 1 PIPE38STD 1279 5 A53

TOTAL WEIGHT THIS DRAWING 36

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM HR10

188

454

460

100

HR10 PIPE38STD

p192

p186

p193

p172

p175

A - A

460

460

1964

1102 54

54

2397

1000130097

460

454

188

460

460

51°24

30

TOP OF STAIR FACE

p175

p172

p193

p186

p194

p191

p192

HR10 PIPE38STD

A

A

30

3TYP.

Page 30: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

Tekl

a st

ruct

ures

ONE - HANDRAIL - HR11

504 645782 11827546

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

HR11 1

HR11 1 PIPE38STD 4800 18 A53

SQ-2HANDRAIL

p163 1 PL6X150 917 6 300W

p185 1 PIPE38STD 944 4 A53

p191 1 PIPE38STD 939 4 A53

p192 1 PIPE38STD 971 4 A53

p193 1 PIPE38STD 1662 6 A53

p194 1 PIPE38STD 1279 5 A53

p368 1 PIPE38STD 1406 5 A53

p369 1 PIPE38STD 276 1 A53

TOTAL WEIGHT THIS DRAWING 52

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM HR11

60

103

460

460

1964

50

51°

1102

58

460

460

511

460

751 2464

188

454

460

3215

915RD 2215

p368

p369

TOP OF STAIR FACE

6 0

6 0

3TYP.

p185

p192

p191

p194

p193

HR11 PIPE38STD

p163 (F/S)

Page 31: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

Tekl

a st

ruct

ures

ONE - HANDRAIL - HR12

1491 645782 11827546

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

HR12 1

HR12 1 PIPE38STD 4800 18 A53

SQ-2HANDRAIL

p163 1 PL6X150 917 6 300W

p185 1 PIPE38STD 944 4 A53

p191 1 PIPE38STD 939 4 A53

p192 1 PIPE38STD 971 4 A53

p193 1 PIPE38STD 1662 6 A53

p194 1 PIPE38STD 1279 5 A53

p368 1 PIPE38STD 1406 5 A53

p369 1 PIPE38STD 276 1 A53

TOTAL WEIGHT THIS DRAWING 52

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/27/2013 PROJ-NUM HR12

60

50

103

460

460

1964

51°

1102

511

460

2215915RD

3215

460

460

2464751

460

454

188

58

p368

p369

6 0

6 0

3TYP.

TOP OF STAIR FACE

HR12 PIPE38STD

p163 (N/S)

p191

p193

p192

p185

p194

Page 32: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

Tekl

a st

ruct

ures

ONE - HANDRAIL - HR2

389 648519 2374294

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

HR2 1

HR2 1 PIPE38STD 5425 21 A53

SQ-2HANDRAIL

p165 1 PL6X150 5451 39 300W

p173 1 PL6X150 358 3 300W

p190 2 PIPE38STD 79 1 A53

p195 5 PIPE38STD 1102 21 A53

p199 1 PIPE38STD 175 1 A53

p203 3 PIPE38STD 1500 17 A53

p205 1 PIPE38STD 213 1 A53

p206 1 PIPE38STD 338 1 A53

p207 1 PIPE38STD 125 0 A53

p214 1 PIPE38STD 750 3 A53

TOTAL WEIGHT THIS DRAWING 106

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/27/2013 PROJ-NUM HR2

1102

188

454

460

26

175RD

1675 3175 4675

5475

5499 (PIPE38STD x 5425)

6 0

6 0

TYP.

0

TYP.

3TYP.

A

A

p199

p203 p203

p195

p190

p190

p195

p195

(F/S

)

p206 (F/S)

p207 (F/S)

p195

p214

p195

p203

p165 (F/S)

HR2 PIPE38STD

5475

388

p165

p190

p206

p173

HR2 PIPE38STD

188

454

460

175 213

0

3

p195

p199

p206

p165

p190

p173

p207

p190

p205

A - A

Page 33: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

Tekl

a st

ruct

ures

ONE - HANDRAIL - HR3

1808 648515 2008942

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

HR3 1

HR3 1 PIPE38STD 4946 19 A53

SQ-2HANDRAIL

p166 1 PL6X150 5035 36 300W

p195 4 PIPE38STD 1102 17 A53

p209 1 PIPE38STD 221 1 A53

p211 1 PIPE38STD 675 3 A53

p213 3 PIPE38STD 1350 15 A53

TOTAL WEIGHT THIS DRAWING 90

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM HR3

5035 (PIPE38STD x 4946)

460

1102

188

454

89221RD 1571 2921 4271

6 0

6 0

TYP.

3TYP.

p195

p195

p195

p211p213p213p213

p209

p166 (N/S)

HR3 PIPE38STD

p195

5035

p213p213 p213 p211

Page 34: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

Tekl

a st

ruct

ures

ONE - HANDRAIL - HR6

1808 648515 20018058

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

HR6 1

HR6 1 PIPE38STD 4947 19 A53

SQ-2HANDRAIL

p166 1 PL6X150 5035 36 300W

p195 4 PIPE38STD 1102 17 A53

p209 1 PIPE38STD 222 1 A53

p211 1 PIPE38STD 675 3 A53

p213 3 PIPE38STD 1350 15 A53

TOTAL WEIGHT THIS DRAWING 90

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM HR6

4947 88

1102

188

454

460

5035 (PIPE38STD x 4947)

675RD 2025 3375 4725

6 0

6 0

TYP.

3TYP.

p213p213p211 p213

p195

p195

p195

p195

p209

p166 (N/S)

HR6 PIPE38STD

5035

p166

HR6 PIPE38STD

Page 35: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

Tekl

a st

ruct

ures

ONE - HANDRAIL - HR7

372 648519 15821349

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

HR7 1

HR7 1 PIPE38STD 3925 15 A53

SQ-2HANDRAIL

p170 1 PL6X150 3951 28 300W

p190 2 PIPE38STD 79 1 A53

p195 3 PIPE38STD 1102 13 A53

p199 1 PIPE38STD 175 1 A53

p203 2 PIPE38STD 1500 11 A53

p214 1 PIPE38STD 750 3 A53

TOTAL WEIGHT THIS DRAWING 71

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM HR7

1102

188

454

460

3975 (PIPE38STD x 3925)

750RD 2250 3750

6 0

6 0

TYP.

0

TYP.

3TYP.

p203p214

p195

p190

p190

p203

p195

p195

p199

p170 (F/S)

HR7 PIPE38STD

50

3975

p170

p190HR7 PIPE38STD

Page 36: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

Tekl

a st

ruct

ures

ONE - HANDRAIL - HR8

1789 648519 9322527

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

HR8 1

HR8 1 PIPE38STD 1710 6 A53

SQ-2HANDRAIL

p164 1 PL6X150 1824 13 300W

p174 1 PL6X150 195 1 300W

p190 2 PIPE38STD 79 1 A53

p195 3 PIPE38STD 1102 13 A53

p196 1 PIPE38STD 100 0 A53

p198 1 PIPE38STD 1300 5 A53

p199 1 PIPE38STD 175 1 A53

p200 1 PIPE38STD 75 0 A53

p202 1 PIPE38STD 250 1 A53

p370 1 PIPE38STD 160 1 A53

TOTAL WEIGHT THIS DRAWING 42

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM HR8

1848 (PIPE38STD x 1710)

188

1102

188

454

460

1760

89

160RD

1460

p195

6 0

6 0

TYP.

A

A

3TYP.

p370

p199 (N/S)

p190

p190

p164 (N/S)

p198

p196 (N/S)

p202

HR8 PIPE38STD

1848

225

p174

p199

p190p164

HR8 PIPE38STD

188

454

460

100 125

0

TYP.

0

3

p174

p202

p164

p190

p196p190

p195

p199

p200

A - A

Page 37: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

Tekl

a st

ruct

ures

ONE - HANDRAIL - HR9

500 647815 8224418

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

HR9 1

HR9 1 PIPE38STD 4049 15 A53

BEV-2HANDRAIL

p171 1 FL6X140 150 1 300W

p172 1 FL6X121 150 1 300W

p187 1 PIPE38STD 193 1 A53

p191 1 PIPE38STD 939 4 A53

p192 1 PIPE38STD 971 4 A53

p193 1 PIPE38STD 1662 6 A53

p194 1 PIPE38STD 1279 5 A53

TOTAL WEIGHT THIS DRAWING 36

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM HR9

188

454

460

90

110

p172

p171

p187

p193p192

HR9 PIPE38STD

A - A

460

460

1964

1102 54

54

2397

24

51°

460

460

188

454

460

97 1300 1000

0

3TYP.

TOP OF STAIR FACE

A

A

30 3

TYP.

p172

p171

p187

p193

p194

p192

p191

HR9 PIPE38STD

Page 38: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mm UNO.

Tekl

a st

ruct

ures

ONE - LADDER - L1

1090 646934 4671450

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

L1 1

L1 1 L76X76X9.5 4122 44 300W

SQ-2LADDER

p146 2 PL10X89 89 1 300W

p147 2 PL10X65 75 1 300W

p148 1 PL10X65 2475 13 300W

p149 1 PL10X65 2475 13 300W

p150 2 PL10X65 271 3 300W

p156 1 L76X76X9.5 4122 44 300W

p246 13 ROD25 412 20 300W

p247 1 PL6X75 2016 7 300W

p248 1 FL6X51 2196 5 300W

p249 7 FL6X51 2929 48 300W

p250 1 PL6X75 2710 10 300W

p359 1 FL6X51 2016 5 300W

TOTAL WEIGHT THIS DRAWING 213

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM L1

5210

3345

5220 (L76X76X9.5 x 4122)

p156

p249 (N/S)

p249 (N/S)

p249 (N/S)

10

2125

390

2130

B

B

13- p246

A

A

p146

p146

L1 L76X76X9.5 North

p250 (N/S)

4245 4985E

E

D

D

C

C

18

18

p148 (F/S)

p149 (F/S)

p150

p150

p247

p359

p249 (N/S)

p249 (N/S)

p249 (N/S)

p249 (N/S)p248 (N/S)

p147 (F/S)

p147 (F/S)

4838

3345

4000

3837

2690

p156

2125

2130

290RD 590 890 1190 1490 1790 2090 2390

27

22?22?

p146p146

p250

p249

L1 L76X76X9.5

R 133

R 13

3

278

235

4245 4985

2990 3290 3590 3890

6TYP.

p249 (B/S)

p249 (B/S)

p249 (B/S)

13- p246

p147

p147

p248

p148p149

p247

p150

p150

p359

3840

038

38 38

38 38

p146

6TYP.p146

A - A 175

40

40

10

R 480

175 185

360

400

RLUG. TYP.

p156

p246

L1 L76X76X9.5 Northp249

p250

p249

p249

p249

p249

p249

p249

B - B

1040

40

185

R 380

175

175

40

40

40

40

10

27

27

p249

p249

p156

p249

p249

p249

p249

L1 L76X76X9.5 North

p249

p248

p246

C - C

10

185

185

660

175

40

175

419

p156

p246

p249

6TYP.

p148 p147

p150

p147

p14918

18

D - D

40 10

p249

p249

10

40

40

R 380

p249

p359

p249

45

185

45

p150

p249

45

185 240

197

45

p249

760

5066

050

10

40

40

40

40 10

R 380

185175

185175

66

TYP.

p148

p149

p247p249

p249

p249

p249

p249

p249

p249

E - E

Page 39: 3D 1 REV DESCRIPTION DATE - Steel Detailersteeldetailer.biz/samples/LAYOUTS.pdf · 2017. 1. 2. · Tekla structures 1. -indicates beams target mark location DESCRIPTION PROJECT NAME

ALL HOLES ARE 22mm UNO.

Tekl

a st

ruct

ures

ONE - STAIR - ST1

997 645932 153026073

BILL OF MATERIALMARK QTY DESCRIPTION LENGTH WEIGHT REMARKS

ST1 1

ST1 1 C310X37 3342 124 300W

BEV-2STAIR

p30 1 C310X37 3342 124 300W

p31 1 C310X37 792 29 300W

p32 1 C310X37 792 29 300W

p33 1 C310X37 2998 111 300W

p34 1 C310X37 2998 111 300W

p35 1 C310X37 179 7 300W

p36 1 C310X37 179 7 300W

p53 1 L76X76X7.9 1334 12 300W

p157 2 L76X76X6.4 100 1 300W

p160 2 L76X76X6.4 150 2 300W

p161 2 FL6X76 132 1 300W

p162 1 PL6X100 915 4 300W

p217 2 C250X37 915 68 300W

p245 1 W200X42 915 38 350W

p252 2 L76X76X7.9 1367 25 300W

p253 1 L76X76X7.9 1234 11 300W

p254 2 L76X76X7.9 1262 23 300W

p255 1 L76X76X7.9 1033 9 300W

p256 1 L76X76X7.9 1063 10 300W

TOTAL WEIGHT THIS DRAWING 746

A FOR REVIEW AND APPROVAL 02/APR/2013

REV

03/26/2013 PROJ-NUM ST1

2205

375

EL6

4402

5

323 685 137 9@230=2070 79

196

9@18

3=16

4917

0

3975

1959

2016

2286RD 2696

5674 6

2530 685 2280

p255

p252

A

A

EL6

4598

4

51.5°

100

35

66

p162 (N/S)

66

TYP.

p217 (N/S) p31

p252

p53

213

9@294=2647

294

TYP.

149 TYP.

EL6

4800

0 326 9@230=2070

107

100

35

10

179

8011

3

20-11

20-11

0

FULL STRENGTH SPL.

6TYP.

ST1 C310X37

p30 (N/S)

p36 (N/S)

p35

p160

p160 (N/S)

9@294=2647

170

51.5°

3076

100

35

100

1020-11

20-11

6TYP.

B

B

0

FULL STRENGTH SPL.

6TYP.

0

6TYP.

p157 (N/S) p161 (N/S)p157

p161

p254

p253

p254

p217 (N/S)p34 (N/S)

p33

p256

p245 (N/S)

p32 (N/S)

213

149 TYP.294

TYP.

138

83

253

139

9@18

3=16

49

57

2700

2689

3024

40

415

8042

0

p31

2492RD

p255

p35

p160

ST1 C310X37 West

p30

p252

p53

p252

p36p160

5091

550

57

p217

5091

550

60

60

40

p161

p157

p161p157

p33

p32p34

p254

p217

p256p245

p253

p254

1819

49°

1932

A - A

264

47°

68

68

915

1198 3

6TYP.

p252

p30

ST1 C310X37

116 1036

47°

68

68

102

p217

p53

p252

54°

1483

1030 3 1610 272

B - B

53°

67

67

915

269

p34

p33

p254

53°

67

67

126 1038p253

p254