Tekla Structures x64 drawing - G [5]tal-co.com/wp-content/uploads/2017/10/d2106.pdfA ISSUED FOR APPROVAL 10/07/2016 Tomlinson New Building 100 Nortel Drive, Ottawa 4984 E14 CAST-IN

10/07/2016A ISSUED FOR APPROVAL

Tomlinson New Building

100 Nortel Drive, Ottawa

E04984

ISOMETRIC VIEW

07.10.2016 10/07/2016

TAL-CO

IS

A

Detailed by:VIS Design [email protected]://www.visdesign.ca

REVISION DESCRIPTION DATE

DRAWN BY:

DATE:

JOB NO.

LOCATION:

DWG TITLE:

CONTRACTOR:

CHECKED BY:

DATE:

DWG. NO.

PROJECT NAME:

18 Deakin St. Suite 206Nepean, ON K2E 8B7Tel: (613) 723-2847Fax: (613) 723-0516

KN

Cortek5738 WARNER DRIVE

LONG SAULT, ONTARIO(613) 932-0511(613) 930-9125

3D VIEW

N T

OCT.28.2016

Oct 31, 2016 JK

mailto:[email protected]

http://www.visdesign.ca




E124984

TEST FACILITY ROOF FRAMING PLAN #1

07.10.2016 10/07/2016

TAL-CO

IS

A



DRAWN BY:

DATE:

JOB NO.

LOCATION:

DWG TITLE:

CONTRACTOR:

CHECKED BY:

DATE:

DWG. NO.

PROJECT NAME:


KN



5

5'

6

7

8

9

PARTIAL ROOF FRAMING PLANUNDERSIDE OF DECK DATUM ELEVATION @ HIGH POINT = 4800 U.N.O.

K' NML

PLEASE CONFIRM/PROVIDE ALL CLOUDED DIMENSIONSFOR STRUCTURAL STEEL

ERECTION PURPOSE ONLY

6,100

E18C

5@1,

035

5,70

05,

350

5,17

55,

250

600

E18B

E18A

±0

-400

-750

-750

PA7

L152

X102

X7.9

LLH

PA8

L152

X102

X7.9

LLH

B12

W36

0X33

B13

W36

0X33

C3HSS152X152X6.4

PA2

L152

X102

X7.9

LLH

B11

W36

0X33

B75W310X39

C15HSS152X152X6.4

C24HSS152X152X6.4

PA6

L152

X102

X7.9

LLH

B10

W36

0X33

B75W310X39

C23HSS152X152X13

L152X102X7.9 LLH

C4HSS152X152X6.4

B16W410X39

B15W360X51

89

6@95

05@

1,07

0

89

5@1,

050

-750 PA11

L152

X102

X7.9

LLH

C20HSS152X152X8.0

C18HSS152X152X13

2,308

2,308

475±0±0

A23

L76X

76X6

.4A

28L7

6X76

X6.4

PL6PL16X200

A22

L76X

76X6

.4

C6HSS152X152X13

C25HSS152X152X13

-400-400

C17HSS152X152X13

A16L76X76X6.4

A16L76X76X6.4

A19L76X76X6.4

A19L76X76X6.4

B24W310X39

B18

W36

0X51

E18F

E18E

-750

A16L76X76X6.4

A16L76X76X6.4

A19L76X76X6.4

A19L76X76X6.4

B24W310X39

B19

W36

0X51

2,308

B31W460X74

B27

W36

0X51

2,308

-750

B32W310X39

C26HSS152X152X13

B14

W36

0X51

±0

475

E18K

PL6PL16X200

A23

L76X

76X6

.4A

24L7

6X76

X6.4

C13HSS152X152X13

PA2

L152

X102

X7.9

LLH

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

A22

L76X

76X6

.4

C12HSS152X152X13

PA10

L152

X102

X7.9

LLH

-400

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

3,475

964

6,900

E18L

E18I

E18H

E18G

PL3PL9

PL8

PA3L152X102X7.9 LLH

PA2L152X102X7.9 LLH

PL8

L152X102X7.9 LLH

PL7

B21

W36

0X51

B20

W36

0X51 -900

A16L76X76X6.4

A16L76X76X6.4

A19L76X76X6.4

A19L76X76X6.4

C19HSS152X152X13

E18D

-750

A16L76X76X6.4

A19L76X76X6.4

B22W410X39

C7HSS152X152X8.0

A16L76X76X6.4

L152X102X7.9 LLH

A19L76X76X6.4

-900

C5HSS152X152X8.0

B28

W36

0X51

826 904 875 964 964

-750

PL6PL8PL8

PL8

PL3

PL8

PL3

CH

5C

100X

9C

H6

CH

5C

100X

9C

H6

CH

6C

H5

C10

0X9

CH

6C

H5

C10

0X9

CH

6C

H5

C10

0X9

CH

5C

100X

9

CH

5C

100X

9

CH

5C

100X

9

CH

5C

100X

9

CH

5C

100X

9

B29

W36

0X51

6,175

964 964 964

E18J

-750PL8

PL3PL3PL3

PL3 PL8

PL8

CH

5C

100X

9C

H6

CH

5C

100X

9C

H6

CH

6C

H5

C10

0X9

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

CH

5C

100X

9

CH

5C

100X

9

CH

5C

100X

9

CH

5C

100X

9

PL10PL16X150

PL10PL16X150

PL10PL16X150

PA5

L152

X102

X7.9

LLH

PL10PL16X150

CH

5C

100X

9C

H6

PL10PL16X150

PL10

L 76x76x6.4 KICKERS @2000 MAX. REQ'D ATBEAMS WITH COLLECTORFORCESCu=Tu=15 KN (TYP.)






E134984

TEST FACILITY ROOF FRAMING PLAN #2

07.10.2016 10/07/2016

TAL-CO

IS

A



DRAWN BY:

DATE:

JOB NO.

LOCATION:

DWG TITLE:

CONTRACTOR:

CHECKED BY:

DATE:

DWG. NO.

PROJECT NAME:


KN



9

10

11

ROOF FRAMING PLANUNDERSIDE OF DECK DATUM ELEVATION @ HIGH POINT = 4800 U.N.O.

MLK'JH N

PLEASE CONFIRM/PROVIDE ALL CLOUDED DIMENSIONS FOR STRUCTURAL STEELERECTION PURPOSE ONLY

300

300

3,634

641

7@63

4

6,900

B33W410X46

A21L76X76X6.4

B31W460X74

200

300

181

6,950

E19IE19

CE19B

E19A

M

M

A6L76X76X6.4

A6L76X76X6.4

C2HSS508X13

A6L76X76X6.4

B3W530X123

L152X102X7.9 LLH

PL6C1HSS508X13

L152X102X7.9 LLH

PL3PL3 PL3

PL3PL3 PL3PL6

PA2L152X102X7.9 LLH

PL3 PL3PL3PL3PL3

PL2

PA2L152X102X7.9 LLH

C22HSS508X13

A6L76X76X6.4

A3

L76X

76X6

.4

A5

L76X

76X6

.4B4W530X123

W530X123

C21HSS508X13

300

53

1,640

285

5,90

05,

325

JOIST SUPPLIER TOPROVIDE CONNECTIONDETAIL

CANAM TOPROVIDE CONNECTIONDETAIL

E19E

E19D

M

M

M

M

PLEASE CLARIFYHOW SLOPE IS ACHIEVED

±0

±0

A1L76X76X6.4

A1L76X76X6.4

B2

W53

0X12

3

A2

L76X

76X6

.4

A2

L76X

76X6

.4

A2

L76X

76X6

.4

A1L76X76X6.4

A1L76X76X6.4

L152X102X7.9 LLH

CH

1C

200X17

A4

L76X

76X6

.4

950

6@1,017

6,100

±0

B27

W36

0X51

B10

W36

0X33

B75W310X39

PL5

4@1,

065

FLUSH SHOECANAM TOPROVIDE CONNECTIONDETAIL

B5

W53

0X12

3

C14HSS152X152X13

M

-200

±0

A1L76X76X6.4

A1L76X76X6.4

A1L76X76X6.4

A2

L76X

76X6

.4

A2

L76X

76X6

.4

B7W530X123

M

±0

A7

L76X

76X6

.4

A8

L76X

76X6

.4

L152X102X7.9 LLH

A1L76X76X6.4

6@98

3

±0

PL3

A2

L76X

76X6

.4

PL1

A2

L76X

76X6

.4

A2

L76X

76X6

.4

B8

W46

0X52

B9

W46

0X52

C23HSS152X152X13

A9

L76X

76X6

.4

A10

L76X

76X6

.4

B1W530X123

89

10,975

PA6L152X102X7.9 LLH

3,743

3@1,004

E19G

E19F

B24W310X39

A18L76X76X6.4

A18L76X76X6.4

CH

2C

100X

9C

H2

C10

0X9

CH

3C

100X

9

C16HSS152X152X8.0

A18L76X76X6.4

CH

2C

100X

9

CH

2C

100X

9

CH

2C

100X

9

A15L76X76X6.4

CH

2C

100X

9

A15L76X76X6.4

CH

2C

100X

9

CH

2C

100X

9C

H3

C10

0X9

CH

3C

100X

9C

H2

C10

0X9

CH

3C

100X

9C

H2

C10

0X9

CH4C150X19

A17

PL3

CH

2C

100X

9C

H3

C10

0X9

CH

2C

100X

9

CH

3

B17

W46

0X74

950

±0

B76

W46

0X52

C6HSS152X152X13

A15L76X76X6.4

A15L76X76X6.4

992 958

±0

CH10C150X19

CH

2C

H2

C10

0X9

CH

2

CH13C150X19

CH

3C

100X

9

CH

3C

100X

9

CH

2C

100X

9C

H3

C10

0X9

CH

2C

100X

9

CH

2C

100X

9

CH9C150X19

CH14C150X19

CH

2C

100X

9C

H3

C10

0X9

CH24C150X19

CH25C150X19

CH11C150X19

CH8C150X19

B6W360X33

±0

B26

W31

0X21

C25HSS152X152X13

CH7

B34W360X33

C8HSS152X152X8.0

B23W460X68

CH12

6,175

A16L76X76X6.4

A19L76X76X6.4

475

E19H

±0

±0

CH22C150X19

PL10PL16X150

PL6PL16X200

CH15

C150X

19CH21C150X19

CH27C150X19

CH26C150X19

CH16C150X19

CH20C150X19

CH23C150X19

CH15

C150X

19

B25W360X33

C11HSS152X152X8.0

CH17C150X19

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL6PL16X200

A22

L76X

76X6

.4A

21L7

6X76

X6.4

A22

L76X

76X6

.4

CH18

C12HSS152X152X13

CH19C150X19

PA10L152X102X7.9 LLH

PA9

L152

X102

X7.9

LLH

B30W460X68

89

833

3,00

3

3,778

640

613

6@62

7

L 76x76x6.4 KICKERS @2000 MAX. REQ'D ATBEAMS WITH COLLECTORFORCESCu=Tu=15 KN (TYP.)

L 52x52x6.4 KICKERS FROM W410 BOT.FLANGE TO OWSJ TOP CHORDCu=Tu=15KNALIGN ON OH DOOR VERTS

1643

141

10 Deg.

241

202

241

B5 IS EITHER CRANKED 200mm OR THE A1 AND A6 SHOE HEIGHTS VARRY

OK3750

3750






E144984

CAST-IN PLATES PLAN

07.10.2016 10/07/2016

TAL-CO

IS

A



DRAWN BY:

DATE:

JOB NO.

LOCATION:

DWG TITLE:

CONTRACTOR:

CHECKED BY:

DATE:

DWG. NO.

PROJECT NAME:


VS



PARTIAL CAST-IN PLATES PLAN

AA5

5'

6

7

8

9

10

NML

CAST-IN PLATES PLAN

B B11

MLK

4800

A - A

N M

4800

L

B - B

K M

PLEASE CONFIRM/PROVIDE ALL CLOUDED DIMENSIONSFOR STRUCTURAL STEEL

ERECTION PURPOSE ONLY

675 6@1,000 225

6,900

PL3PL13X150T.O.S= 4050

PL3PL13X150T.O PLT= 4050

PL3PL13X150T.O.S= 4050

PL8PL8


PL6PL16X200T.O.S= 3589

PL6PL16X200

PL10PL16X150

2,575

5,32

55,

700

5,35

05,

175

5,25

060

0

PL3PL13X150T.O.S= 4050

PL3PL13X150T.O.S= 4050

PL8 PL8

PL3PL13X150T.O.S= 4050

PL8 PL8 PL8 PL8

PL9

6,175

951

1,06

9

E19C

PL6PL16X200

3@1,

065

949

4@95

0

300

300

964

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL6PL16X200

PL10PL16X150

PL10PL16X150

PL10PL16X150

1,16

696

4

75TYP

3@1,

070

1,07

15@

1,03

55@

1,05

0

E19D

PL8



PL3PL13X150T.O.S= 4050

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

5@1,000


PL2



25

322

PL5


300

300

1,100 800 5@1,000 128


PL5



PL5

PL5PL5




PL5



PL5

PL5



PL5



PL5

PL3PL13X150

PL8PL13X150

225 5@1,000

Elev. = +4,050

PL8PL13X150

PL3PL13X150

PL3PL13X150

PL3PL13X150

PL3PL13X150

PL8PL13X150

PL8PL13X150

PL8PL13X150

2,575

2,450896

Elev. = +3,589

PL8PL13X150

732 943

PL3PL13X150

PL3PL13X150

PL8PL13X150

PL6PL16X200

904 826

Elev. = +3,651

PL8PL13X150

PL8PL13X150

PL9PL25X200

PL7PL20X200

1,038 991

1,100

6,175 6,175

4@1,017

5@1,000

PL5PL13X150

PL3PL13X150

PL5PL13X150

1,071

322

25

175

Elev. = +4,256

PL5PL13X150

PL3PL13X150

PL3PL13X150

PL2PL25X200

PL1PL20X250

Elev. = +4,236

PL6PL16X200

PL5PL13X150

PL5PL13X150

PL3PL13X150 PL3

PL13X150PL3PL13X150

3@1,000 949 1,235

800 2,000 3@1,000 128

Elev. = +4,397

PL3PL13X150

PL5PL13X150

PL3PL13X150

PL3PL13X150

PL5PL13X150PL5

PL13X150PL5PL13X150

PL3PL13X150PL3

PL13X150

PL3PL13X150

PL5PL13X150

PL3PL13X150

PL6PL16X200

PL 200x400x25 END PLc/w: 3-25mm ANCHORSc/w: 76x76x20 SEISMIC HEADED PL+NUTEA SIDE (TACK WELD TO ANCHOR RODS)CONNECT RODS TO ANCHOR PL FORFULL TENSION CAPACITY OF RODS

PL250x200x20c/w: 4-20MAB 600x50

PL250x200x20c/w: 4-20MAB 600x50

PL 200x400x25 END PLc/w: 3-25mm ANCHORSc/w: 76x76x20 SEISMIC HEADED PL+NUTEA SIDE (TACK WELD TO ANCHOR RODS)CONNECT RODS TO ANCHOR PL FORFULL TENSION CAPACITY OF RODS

Oct 31, 2016 JK






E154984

ELEVATION ALONG GRID LINE K, L & M

07.10.2016 10/07/2016

TAL-CO

IS

A



DRAWN BY:

DATE:

JOB NO.

LOCATION:

DWG TITLE:

CONTRACTOR:

CHECKED BY:

DATE:

DWG. NO.

PROJECT NAME:


KN



ELEVATION ALONG GRID LINE K

4800

0

91011

B

B

78

A

A

55'6

4800

0

ELEVATION ALONG GRID LINE L

1011 9 78 55'6

4800

0

ELEVATION ALONG GRID LINE M

10 9 78 55'6

66

12 RETURN @ BOTTOM

0

K

A - A(TYPICAL DETAIL)

0

K

B - B

5,175

B12W360X33

5,700

A29L178X102X13

5,900

B9W460X52

MT1PL10X38MASONRY TIE@ 600 o/c (F/S)

B8W460X52

PL1PL20X250

PL2PL25X200

A13L178X102X13 LLHGALVANIZED

C23

HSS

152X

152X

13

C14

HSS

152X

152X

13

5,325 5,350

A29L178X102X13

A29L178X102X13

PA7L152X102X7.9 LLHPA6

L152X102X7.9 LLH

B10W360X33 B11

W360X33

C24

HSS

152X

152X

6.4

C15

HSS

152X

152X

6.4

PA2L152X102X7.9 LLH

A29L178X102X13

A29L178X102X13 A29

L178X102X13

Elev. = +4,050

PA8L152X102X7.9 LLH

B13W360X33

C3

HSS

152X

152X

6.4

A30L178X102X13 LLHGALVANIZED

5,250 600

A29L178X102X13

A29L178X102X13 C

4H

SS15

2X15

2X6.

4

5,700 5,325 5,900

C16

HSS

152X

152X

8.0

Elev. = +4,650B17W460X74

4 x Ø 25 A325N x 95.34 x Ø 25 A325N x 95.3

4 x Ø 25 A325N x 95.3

BR5HSS152X152X9.5BR1

HSS1

52X1

52X9

.5

C6

HSS

152X

152X

13

B76W460X52

4 x Ø 25 A325N x 95.3

Tu=450 kNCu=500kN

B18W360X51

5,175

4 x Ø 25 A325N x 95.3

B20W360X51

BR6HSS152X152X9.5

5,350

BR2

HSS1

52X1

52X9

.5

C18

HSS

152X

152X

13

B19W360X51

C17

HSS

152X

152X

13

Elev. = +4,400

4 x Ø 25 A325N x 95.3

Tu=450 kNCu=500kN

4 x Ø 25 A325N x 95.34 x Ø 25 A325N x 95.3

Elev. = +4,050

5,250

C19

HSS

152X

152X

13

Elev. = +3,900

C7

HSS

152X

152X

8.0

600

Elev. = +4,050

B21W360X51

5,175

B28W360X51

5,700 B26W310X21

C25

HSS

152X

152X

13

5,350

Elev. = +4,400B27W360X51

C26

HSS

152X

152X

13

Elev. = +4,050

C20

HSS

152X

152X

8.0

B14W360X51

5,250 600

Elev. = +4,050Elev. = +3,900

66

TYP

PL6PL16X200

C5

HSS

152X

152X

8.0

B29W360X51

100

A29L178X102X13

900

A13L178X102X13 X150 LLHGALVANIZED






E164984

ELEVATION ALONG GRID LINE 5, J & SKEWED GL

07.10.2016 10/07/2016

TAL-CO

IS

A



DRAWN BY:

DATE:

JOB NO.

LOCATION:

DWG TITLE:

CONTRACTOR:

CHECKED BY:

DATE:

DWG. NO.

PROJECT NAME:


KN



4800

0

ELEVATION ALONG GRID LINE 5

K' ML N

4800

0

ELEVATION ALONG GRID LINE

A

A

4800

0

11

ELEVATION ALONG GRID LINE J

0

A - APLEASE CONFIRM/PROVIDE ALL CLOUDED DIMENSIONS

6,100

A29L178X102X13

4,80

0

A29L178X102X13

A29L178X102X13

B16W410X39

6,900

PL3PL13X150

PL8PL13X150

PL6PL16X200

3,475

2,575

6,175

A29L178X102X13

Elev. = +4,050

A31L178X102X13

PL8PL13X150

PL8PL13X150

PL3PL13X150PL8

PL13X150L152X102X7.9 LLH PL9

PL25X200B22W410X39

PL7PL20X200

A29L178X102X13

A29L178X102X13

A29L178X102X13

2,450

66

PL8PL13X150

PL3PL13X150

PL3PL13X150

PL3PL13X150

PL3PL13X150

PL3PL13X150

PL8PL13X150

PL8PL13X150

PA3L152X102X7.9 LLH

PL8PL13X150

PL8PL13X150

PA2L152X102X7.9 LLH

A20L152X152X7.9

25 25

3,2503,250

488 488 5@600

3,250CLR

Elev. = +4,125

SR1RB13

C9C150X19

A20

BPL1CHKD_PLT12X774GALVANIZED


5@600

A20A20A20 A20A20 A20

3,250CLR

363 363

Elev. = +4,125

CH15C150X19

SR1RB13

C10

C15

0X19 C11

HSS

152X

152X

8.0

B33W410X46

C9

C15

0X19

A20A20A20 A20

CH15C150X19

C10

C15

0X19

9,302

PL32X240

14 x Ø 25 A325N x 95.3

6 x Ø 25 A325N x 63.5

14 x Ø 25 A325N x 95.3

100

C1

HSS

508X

13

PL12X100

PL32X240

6 x Ø 25 A325N x 63.5

14 x Ø 25 A325N x 95.3

C22

HSS

508X

13

PL12X100

PL32X240

PL32X240

PLEASE CLARIFY HOWSLOPE IS ACHIEVED AT THIS LOCATION

14 x Ø 25 A325N x 95.3

B5W530X123

300

13

5022

15050

250

50

150

506

114 392

2x PL10X40

ROD13

HSS102X102X6.4A20L152X152X7.9@ 600 O/C


37503750

427542753050 3050463 463

3050 3050

150200

REVISE A-A AS PER 4/A603






E174984

ELEVATION ALONG GRID LINE 8, 9 & H

07.10.2016 10/07/2016

TAL-CO

IS

A



DRAWN BY:

DATE:

JOB NO.

LOCATION:

DWG TITLE:

CONTRACTOR:

CHECKED BY:

DATE:

DWG. NO.

PROJECT NAME:


KN



4800

0


LK' NM

4800

0


LK' NM

4800

0

11

ELEVATION ALONG GRID LINE H

DETAIL 1E17

0

DETAIL 2E17

PLEASE CONFIRM/PROVIDE ALL CLOUDED DIMENSIONS

6,175 6,100

C15

HSS

152X

152X

6.4

Elev. = +4,400

B75W310X39

C17

HSS

152X

152X

13

B24W310X39

6,900

4 x Ø 25 A325N x 95.3

DETAIL 1E17

Tu=510 kNCu=530 kN

BR4HSS152X152X9.5

BR4

HSS1

52X1

52X9

.5

C26

HSS

152X

152X

13

4 x Ø 25 A325N x 95.3

B32W310X39

4 x Ø 25 A325N x 95.3

DETAIL 2E17

C13

HSS

152X

152X

13

4754 x Ø 25 A325N x 95.3

6,175 6,100

C23

HSS

152X

152X

13

L152X102X7.9 LLH

B1W530X123

B75W310X39

C6

HSS

152X

152X

13Elev. = +4,800

B24W310X39

475

6,900

4 x Ø 25 A325N x 95.3

4 x Ø 25 A325N x 95.3

BR3HSS152X152X9.5

BR3

HSS1

52X1

52X9

.5

C25

HSS

152X

152X

13

B31W460X74

4 x Ø 25 A325N x 95.3

Tu=510 kNCu=530 kN

C12

HSS

152X

152X

13

4 x Ø 25 A325N x 95.3

8,076

4,80

0

6 x Ø 25 A325N x 63.514 x Ø 25 A325N x 95.3

B2W530X123

100

C2

HSS

508X

13

PL12X100

PL32X240

PL32X24014 x Ø 25 A325N x 95.3

14 x Ø 25 A325N x 95.3

C21

HSS

508X

13

PL12X100

PL32X240

PL32X2406 x Ø 25 A325N x 63.5

14 x Ø 25 A325N x 95.3

Ø 25 x 95.3 A325NØ 25 x 95.3 A325N

PL20X261

PL13X76B/S PL13X76

B/SB32W310X39

BR4HSS152X152X9.5

BR4HSS152X152X9.5

Ø 25 x 95.3 A325N

IS BASE PLATE ON C/ L OF PIER?SECTION 6/ST200 SHOWN BASE PLATESFLUSH WITH COLUMN FACE.PLEASE CONFIRM IF SECTION 6/ ST200 ONLY APPLIED @ EXTERIORCOLUMNS ALONG GRID LINE K', FROM GRID 6 TO 8

PL20X385

C13HSS152X152X13

BR4HSS152X152X9.5

W200X71

SEC.06/ST200 ONLY APPLIES @ EXT.COLUMNS ALONG G/L K FROM 6 TO 8






E184984

SECTIONS & DETAILS #1

07.10.2016 10/07/2016

TAL-CO

IS

A



DRAWN BY:

DATE:

JOB NO.

LOCATION:

DWG TITLE:

CONTRACTOR:

CHECKED BY:

DATE:

DWG. NO.

PROJECT NAME:


KN



4800

8

Section K on E12

N

4800

Section J on E12

4800

55'

Section I on E12

4800

55'

Section H on E12

4800

Section G on E12

L

4800

L

Section F on E12

4800

L

Section E on E12

4800

L

Section D on E12

5

Section C on E12

K'

Section B on E12

4800

K'

Section A on E12

5

Section L on E12


Elev. = +4,400

55

TYP

55

TYP

B32W310X39 OWSJ 500

OWSJ 500

A24L76X76X6.4

A23L76X76X6.4

102

75

Elev. = +4,050

5TYP

PL10PL16X150

PA11L152X102X7.9CONT. LLH

OWSJ 500

600

55

TYP

55

TYP

OWSJ 500CH5C100X9

PA2L152X102X7.9CONT. LLHOWSJ 500

OWSJ 500CH6C100X9

CH5C100X9

PL8PL13X150

70 70

600

L152X102X7.9 LLH

Elev. = +4,050

66

TYP

B29W360X51


PL6PL16X200

OWSJ 500

3,475

B16W410X39

66

TYP


B22W410X39

PL7PL20X200

PL9PL25X200

L152X102X7.9CONT. LLH

CH6C100X9 PL8

PL13X150

CH6C100X9

PL8PL13X150

900

Elev. = +4,050

66

TYP

L152X102X7.9CONT.

B21W360X51

51 51Elev. = +4,190

2 x Ø 19 A325N GA=140

55

TYP

55

TYPOWSJ 500

A16L76X76X6.4

B19W360X51

OWSJ 500

A19L76X76X6.4

38

64

102

Elev. = +4,050

PL12X204

2 x Ø 19 A325N GA=140

2 x Ø 19 A325N GA=76L102X76X7.9 LLH

OWSJ 500

C18HSS152X152X13

B19W360X51

OWSJ 500

102

51

2 x Ø 19 A325N GA=140

B21W360X51

B15W360X51

C7HSS152X152X8.0

OWSJ 500

89Elev. = +4,050

L152X102X7.9CONT. LLH B16

W410X39

102

38

64

88

Elev. = +4,050

PL12X204

2 x Ø 19 A325N GA=76L102X76X7.9 LLH

2 x Ø 19 A325N GA=140


C24HSS152X152X6.4

B11W360X33

OWSJ 500

102

35

89

Elev. = +4,600

2 x Ø 19 A325N GA=140


OWSJ 500

B10W360X33

Elev. = +4,050

THERE IS NO ROOM TO WELDPLEASE ADVISE

PL3PL13X150

PA3L152X102X7.9CONT.

SUPPLY AND INSTALLL102x102x7.9 IN LIEU OF L152X102 TO SUIT WELDING(TYP.)






E194984

SECTIONS & DETAILS #2

07.10.2016 10/07/2016

TAL-CO

IS

A



DRAWN BY:

DATE:

JOB NO.

LOCATION:

DWG TITLE:

CONTRACTOR:

CHECKED BY:

DATE:

DWG. NO.

PROJECT NAME:


KN



4800

Section H on E13

4800

L

Section G on E13

4800

L

Section F on E13

4800

Section E on E13

H

4800

Section D on E13

11

4800

Section C on E13

K'

4800

Section B on E13

11

4800

Section A on E13

4800

Section D on E14

7 6 5'

4800

Section C on E14

10 9 8 7

11

4800

Section I on E13

11

4800

Section I on E13


89

Elev. = +4,125

L152X102X7.9 LLHB33W410X46

CH15C150X19

51 512 x Ø 19 A325N GA=140

OWSJ 500

A15L76X76X6.4

B76W460X52 OWSJ 500

A18L76X76X6.4

38

64

PL12X204

2 x Ø 19 A325N GA=76

2 x Ø 19 A325N GA=140

L102X76X7.9 LLH

OWSJ 500

C16HSS152X152X8.0

B17W460X74

OWSJ 500

285

C150X12@ 1000 O/C MAX.

B4W530X123


51

JOIST SUPPLIER TOPROVIDE CONNECTIONDETAIL

2 x Ø 19 A325N GA=140

A1L76X76X6.4

OWSJ 500

B2W530X123

CH1C200X17

200

C150X12@ 1000 O/C MAX.

A2L76X76X6.4

B7W530X123

OWSJ 700


75

B7W530X123

B8W460X52 (F/S)


PL3PL13X150

PL1PL20X250

PL2PL25X200

L152X102X7.9CONT. CH3

C100X9

PL5PL13X150

900

175

66

TYP

66

TYP

PL3PL13X150

150

OWSJ 500 OWSJ 500

OWSJ 500


PL5PL13X150

CH3C100X9

CH2C100X9

PL3PL13X150

CH2C100X9

5,175

Elev. = +3,948

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL10PL16X150

5@1,035 5@1,050

5,250

5,700

6@950

Elev. = +4,535

PL10PL16X150

PL10PL16X150

PL6PL16X200

PL10PL16X150

PL10PL16X150

PL10PL16X150

PL6PL16X200

PL10PL16X150 PL10

PL16X150

PL10PL16X150

PL10PL16X150 PL10

PL16X150

5,325

1,167 963 3@1,065

Elev. = +4,397

Elev. = +4,698

Elev. = +4,343

Elev. = +4,631Elev. = +4,562

PL10PL16X150

PL10PL16X150

300

20

300

21

5,350

5@1,070

Elev. = +4,090

Elev. = +3,948

Elev. = +4,431Elev. = +4,365

Elev. = +4,228 Elev. = +4,158 Elev. = +4,088 Elev. = +4,018

PL10PL16X150

PL6PL16X200

PL10PL16X150

PL3PL13X150


THERE IS NO ROOM TO WELD.PLEASE ADVISE

PL3PL13X150




Documents

Tekla Structures x64 drawing - G [5]tal-co.com/wp-content/uploads/2017/10/d2106.pdfA ISSUED FOR APPROVAL 10/07/2016 Tomlinson New Building 100 Nortel Drive, Ottawa 4984 E14 CAST-IN