ohio steel industries - global detailing, inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4...

18
BILL OF MATERIAL SEQ # SEQ QTY QTY TOTAL PC MARK DESCRIPTION LENGTH REMARKS 1 105 REV DATE DESCRIPTION BY DRAWINGS PREPARED BY, GLOBAL DETAILING, INC. JOB #: 14-466 CONTRACTOR: OSWALD COMPANY, INC. JOB NAME: AUSTIN LANDING (BUILDING LF) DRAWN BY: SHEET NO HOLES: 9500 E. BROAD STREET SUMMIT STATION, OHIO MC DATE: OHIO STEEL INDUSTRIES 13 / 16 " ø UNO JOB NUMBER FINISH: 14-040 DESCRIPTION: COLUMN DETAILS ARCHITECT: PDT ARCHITECTS, LLC DATE: CHK'D BY: 9-2014 10-2014 TC 1 1 / 2 3 3 3 3 3 3 1-9 3 3 2 2 3 3 19-0 3 / 4 19-3 3 / 4 19-6 3 / 4 19-9 3 / 4 20-0 3 / 4 20-3 3 / 4 22-9 1 / 2 24-6 1 / 2 25-4 1 / 2 25-7 1 / 2 25-10 1 / 2 3 3 3 3 3 1 / 4 3 3 4 3 3 2 2 19-3 1 / 2 19-6 1 / 2 19-9 1 / 2 20-0 1 / 2 20-3 1 / 2 25-4 1 / 2 25-7 1 / 2 25-10 1 / 2 3 3 3 3 3 3 3 3 4 3 3 2 2 17-3 1 / 4 17-6 1 / 4 17-9 1 / 4 18-0 1 / 4 18-3 1 / 4 18-6 1 / 4 25-4 1 / 2 25-7 1 / 2 25-10 1 / 2 1-7 9 1 / 2 9 1 / 2 1-7 9 1 / 2 9 1 / 2 5 1 / 2 2 3 / 4 2 3 / 4 4 2 2 5 1 / 2 2 3 / 4 2 3 / 4 6 4 3 / 4 4 3 / 4 4 3 / 4 4 3 / 4 20-8 1 / 4 5-5 3 / 4 1-5 7 / 8 1-11 5 / 8 18-10 3 / 4 7-3 1 / 4 1-11 11 / 16 20-8 1 / 4 5-5 3 / 4 1-8 13 / 16 (1-W10x100x26-0 1 / 2 ) A992 26-2 (P/P 26-2) TYP 9 / 16 9 / 16 1 / 2 TC-U5b TYP 1 / 4 1 / 4 SQ CUT SQ CUT Wp EL 126-8 EL 121-2 1 / 4 EL 100-6 W18x40 W24x55 EL 119-4 3 / 4 W24x62 B MARK FACE "A" "WEST" GA=5 1 / 2 EL 121-2 1 / 4 W21x50 A 1-PL BP1 1-PL p104 8 REQ'D 1-PL p164 1-PL p111 NS/FS 1-PL p33 NS/FS 1-PL p164 ONE COLUMN 105C1 W F K 11 1 / 8x 11 / 16 10 5 / 16x1 1 / 8 1 13 / 16x1 1 / 16 AT GRID: 13 & D SHOP BOLTS: 18-1x3 F1852SC A A 1 13 / 16 1 1 / 16 1 1 / 16 1 1 / 16 3 1 / 2 1 3 / 4 1 3 / 4 5 9 / 16 5 9 / 16 4 3 / 8 4 3 / 8 4 3 / 8 4 3 / 8 4 3 / 8 4 3 / 8 7 1 / 2 TYP 5 / 16 5 / 16 Section A-A 105C1 1-PL p111 1-PL p104 1-PL p104 1-PL p104 1-PL p104 1-PL p104 1-PL p104 1-PL p104 1-PL p104 1-PL p111 1 1 / 4 3 3 3 3 3 2 2 3 3 19-10 20-1 20-4 25-4 3 / 4 25-7 3 / 4 25-10 3 / 4 3 3 3 3 3 3 3 1-9 3 3 2 2 3 3 18-10 19-1 19-4 19-7 19-10 20-1 20-4 22-9 3 / 4 24-6 3 / 4 25-4 3 / 4 25-7 3 / 4 25-10 3 / 4 3 3 4 3 3 2 2 25-4 3 / 4 25-7 3 / 4 25-10 3 / 4 1-1 6 1 / 2 6 1 / 2 1-1 6 1 / 2 6 1 / 2 5 1 / 2 5 1 / 2 2 3 / 4 2 3 / 4 3 1 / 2 1 3 / 4 1 3 / 4 4 2 2 5 1 / 2 5 5 / 16 20-8 1 / 4 5-5 3 / 4 1-1 11 / 16 9 7 / 8 20-8 1 / 4 5-5 3 / 4 2-2 11 / 16 (1-W10x77x26-0 3 / 4 ) A992 26-2 (P/P 26-2) 5 / 16 SQ CUT SQ CUT Wp EL 126-8 EL 121-2 1 / 4 EL 100-6 W14x22 W10x12 B MARK FACE "A" "WEST" A EL 121-2 1 / 4 W27x84 C 1-PL BP3 1-PL p164 1-PL p164 1-PL p33 NS/FS ONE COLUMN 105C2 W F K 10 5 / 8x 1 / 2 10 3 / 16x 7 / 8 1 9 / 16x 15 / 16 AT GRID: 12 & E SHOP BOLTS: 18-1x3 F1852SC 1 5 / 16 1 1 / 16 1 1 / 16 1 1 / 16 1 1 / 16 5 5 / 16 2 3 / 4 2 3 / 4 ONE COLUMN 105C1 1 1 1 W10x100 105C1 26 0 1 / 2 S2E A992 1 PL1 1 / 2x28 BP1 2 4 A572-50 2 PL 1 / 2x8 3 / 4 p111 1 6 A572-50 8 PL 1 / 2x8 1 / 2 p104 2 0 A572-50 2 PL 3 / 8x9 p164 1 7 1 / 2 A36 2 PL 3 / 8x7 p33 1 7 1 / 2 A36 18 1 Dia F1852SC 0 3 FIELD BOLTS 18 1 Dia F1852SC 0 3 10 3 / 4 Dia F1852SC 0 2 1 / 2 24 3 / 4 Dia A325N 0 2 1 / 2 +1HD WASH ONE COLUMN 105C2 1 1 1 W10x77 105C2 26 0 3 / 4 S2E A992 1 PL1 1 / 4x16 BP3 1 4 A36 2 PL 3 / 8x9 p164 1 7 1 / 2 A36 2 PL 3 / 8x7 p33 1 7 1 / 2 A36 18 1 Dia F1852SC 0 3 FIELD BOLTS 6 1 Dia F1852SC 0 3 12 1 Dia F1852SC 0 2 1 / 2 14 3 / 4 Dia F1852SC 0 2 1 / 2 4 3 / 4 Dia A325N 0 2 1 / 2 +1HD WASH 2 3 / 4 Dia A325N 0 2 +1HD WASH 0 Sep 15 2014 for approval MPE 1 Oct 11 2014 for fabrication MPE

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Page 1: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

BILL OF MATERIALSEQ

#SEQQTY

QTYTOTAL

PCMARK DESCRIPTION

LENGTHREMARKS

1105

REV DATE DESCRIPTION BY

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: COLUMN DETAILS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

9-2014 10-2014

TC

11/ 2

33

33

33

1-9

33

22

33

19-03/4

19-33/4

19-63/4

19-93/4

20-03/4

20-33/4

22-91/2

24-61/2

25-41/2

25-71/2

25-101/2

33

33

31/ 4

33

43

3

22

19-31/2

19-61/2

19-91/2

20-01/2

20-31/2

25-41/2

25-71/2

25-101/2

33

33

33

33

43

3

22

17-31/4

17-61/4

17-91/4

18-01/4

18-31/4

18-61/4

25-41/2

25-71/2

25-101/2

1-7

91/2 91/2

1-7

91/ 2

91/ 2

51/2

23/4 23/4

4

2 2

51/2

23/4 23/4

6

43/4

43/4

43/4

43/4

20-8

1 / 45-

53/ 4

1-57

/ 8

1-11

5 / 8

18-1

03/ 4

7-31

/ 4

1-11

11/ 16

20-8

1 / 45-

53/ 4

1-81

3 / 16

(1-W

10x1

00x2

6-01

/ 2) A

992

26-2

(P/

P 26

-2)

TYP9/16

9/16

1/2

TC-U5bTYP1/4

1/4

SQ C

UT

SQ C

UT

Wp E

L 126

-8EL

121-

21/ 4

EL 10

0-6

W18

x40

W24

x55

EL 11

9-43

/ 4

W24

x62

B

MARK FACE "A""WEST" GA=51/2

EL 12

1-21

/ 4

W21

x50

A

1-PL BP1

1-PL p1048 REQ'D

1-PL p164

1-PL p111 NS/FS

1-PL p33 NS/FS

1-PL p164

ONE COLUMN 105C1WFK

111/8x11/16105/16x11/8113/16x11/16

AT GRID: 13 & D

SHOP BOLTS: 18-1x3 F1852SC

A A

113/16

11/16

11/16

11/16

31/2

13/4 13/4

59/16 59/16

43/ 8

43/ 8

43/ 8

43/ 8

43/ 8

43/ 8

71/ 2

TYP5/16

5/16

Section A-A105C1

1-PL p1111-PL p104

1-PL p104

1-PL p1041-PL p104

1-PL p1041-PL p104

1-PL p104

1-PL p1041-PL p111

11/ 4

33

33

32

23

3

19-10

20-1

20-4

25-43/4

25-73/4

25-103/4

33

33

33

3

1-9

33

22

33

18-10

19-1

19-4

19-7

19-10

20-1

20-4

22-93/4

24-63/4

25-43/4

25-73/4

25-103/4

33

43

3

22

25-43/4

25-73/4

25-103/4

1-1

61/2 61/2

1-1

61/ 2

61/ 2

51/251/2

23/4 23/4

31/2

13/4 13/4

4

2 2

51/2

55/16

20-8

1 / 45-

53/ 4

1-11

1 / 16 97/ 8

20-8

1 / 45-

53/ 4

2-21

1 / 16

(1-W

10x7

7x26

-03 / 4

) A9

92 2

6-2

(P/P

26-2

)

5/16

SQ C

UT

SQ C

UT

Wp E

L 126

-8

EL 12

1-21

/ 4EL

100-

6W

14x2

2

W10

x12

B

MARK FACE "A""WEST"

A

EL 12

1-21

/ 4

W27

x84

C

1-PL BP3

1-PL p164

1-PL p164

1-PL p33 NS/FS

ONE COLUMN 105C2WFK

105/8x1/2103/16x7/819/16x15/16

AT GRID: 12 & E

SHOP BOLTS: 18-1x3 F1852SC

15/16

11/16

11/16

11/16

11/16

55/16

23/4 23/4

ONE COLUMN105C1 1 11 W10x100105C1 26 01/2 S2E A9921 PL11/2x28BP1 2 4 A572-502 PL1/2x83/4p111 1 6 A572-508 PL1/2x81/2p104 2 0 A572-502 PL3/8x9p164 1 71/2 A362 PL3/8x7p33 1 71/2 A36

18 1 Dia F1852SC 0 3

FIELD BOLTS18 1 Dia F1852SC 0 3 10 3/4 Dia F1852SC 0 21/2 24 3/4 Dia A325N 0 21/2 +1HD WASH

ONE COLUMN105C2 1 11 W10x77105C2 26 03/4 S2E A9921 PL11/4x16BP3 1 4 A362 PL3/8x9p164 1 71/2 A362 PL3/8x7p33 1 71/2 A36

18 1 Dia F1852SC 0 3

FIELD BOLTS6 1 Dia F1852SC 0 3

12 1 Dia F1852SC 0 21/2 14 3/4 Dia F1852SC 0 21/2

4 3/4 Dia A325N 0 21/2 +1HD WASH2 3/4 Dia A325N 0 2 +1HD WASH

0 Sep 15 2014 for approval MPE1 Oct 11 2014 for fabrication MPE

Page 2: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

BILL OF MATERIALSEQ

#SEQQTY

QTYTOTAL

PCMARK DESCRIPTION

LENGTHREMARKS

1110

REV DATE DESCRIPTION BY

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: BEAM DETAILS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

9-2014 10-2014

TC

1/2

4CUT 11/2 WIDE

33

33

3 33

33

3

43/ 4

1-57

/ 8

10-4

3 / 4 20-4

3 / 4

(1-W18x40x24-101/4) A992 24-115/16 (P/P 25-0)

3 SIDES-TYP1/4

121/4

Wp E

L 121

-21 / 4

A

A1-PL p99CTR'D

1-PL p100CTR'D

1-PL p103CTR'D

1-L a29 NS

1-L 5A5 NS/FS113/16 GOL

4 C/C1-L 5A5 NS/FS4 C/C

Section A-A110B1

(-3/8) (-5/16)

ONE BEAM 110B1WFK

177/8x5/166x1/213/16x13/16

13/16x1

IN OSL

2-57

/ 8 (T

O AN

GLE)

2-03

/ 16 (T

O AN

GLE)

51/4

53/8

3/16 3-123/16 3-12

3/16 3-123/16 3-12

1/4

4 4 4 4 4

2 2 2 2 2 2 2 2 2 2

6-99

/ 16

7-19

/ 16

9-41

/ 16

9-81

/ 16

14-3

1 / 16

14-7

1 / 16

21-8

9 / 16

22-0

9 / 16

29-2

1 / 16

29-6

1 / 16

33

33

33

31/ 4

31/ 4

33

33

33

33

3

33

33

33

33

33

33

33

33

6-1113/16 2-61/2 4-11 7-51/2 7-51/2 7-05/16

(1-W27x84x36-41/8) A992 36-45/8 (P/P 37-4)

3 SIDES-TYP1/4Wp E

L 121

-21 / 4

1-L 7B5 NS/FS29/16 GOL

51/2 C/C

1-L 7B5 NS/FS51/2 C/C

(-511/16) (-511/16)

ONE BEAM 110B2WFK

2611/16x7/1610x5/819/16x11/8

13/16x1

IN OSL

1

1

1 / 81 / 8

1

1 / 81 / 8

1

12

12

12

12

12

12

12

12

1 RAD

TYP WELD PREP TYP WELD PREP

1 RAD

1/4

4 4 4

2 2 2 2 2 2

7-01

/ 16

7-41

/ 16

14-8

1 / 16

15-0

1 / 16

22-4

1 / 16

22-8

1 / 16

33

33

31/ 4

31/ 4

33

33

33

3

33

3

33

3

7-25/16 7-8 7-8 7-27/16

(1-W21x50x29-81/4) A992 29-83/4 (P/P 30-8)

3 SIDES-TYP3/16Wp E

L 121

-21 / 4

1-L 5B5 NS/FS29/16 GOL

51/2 C/C

1-L 5B5 NS/FS51/2 C/C

(-511/16) (-59/16)

2 BEAMS 110B3WFK

2013/16x3/861/2x9/1611/4x7/8

13/16x1

IN OSL

1

1

1 / 81 / 8

1

1 / 81 / 8

1

12

12

12

12

12

12

12

12

1 RAD

TYP WELD PREP TYP WELD PREP

1 RAD

ONE BEAM110B1 1 11 W18x40110B1 24 101/4 A9921 L4x4x5/16a29 24 03/4 A364 L3x3x5/165A5 1 21/2 A361 PL5/16x12p99 10 0 A361 PL5/16x10p100 10 0 A361 PL5/16x8p103 4 011/16 A36

ONE BEAM110B2 1 11 W27x84110B2 36 41/8 A9924 L4x3x5/167B5 1 81/2 A36

FIELD BOLTS22 3/4 Dia A325N 0 21/2 +1HD WASH16 3/4 Dia A325N 0 2 +1HD WASH

2 BEAM110B3 1 22 W21x50110B3 29 81/4 A9928 L4x3x5/165B5 1 21/2 A36

FIELD BOLTS24 3/4 Dia A325N 0 21/2 +1HD WASH12 3/4 Dia A325N 0 2 +1HD WASH

0 Sep 15 2014 for approval MC1 Oct 13 2014 For Fabrication ME

Page 3: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1115

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

NOTE:ALL MATERIAL ON THIS

SHEET FINISH ISHOT DIPPED GALVANIZED

GALVANIZED

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: BEAM DETAILS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

9-2014 10-2014

TC

(1-HSS18x6x1/2x38-53/8) A500B 38-53/8 (P/P 38-27/8)

Wp E

L 116

-2

1-L a48

(-1/4) (+23/4)

ONE BEAM 115B1

1-6

38-111/2

61/8

21/8NOTCH 1/2 WIDECTR'D

(1-HSS8x6x3/8x12-13/4) A500B 12-13/4 (P/P 12-77/8)

Wp E

L 115

-4

1-L a53

(-3) (-31/4)

ONE BEAM 115B2

8

1/8 13-13/4

1-01/8

3/16 3-123/16 3-12

5

1-37

/ 8

1-4 29-87/8

(1-HSS12x6x1/2x31-07/8) A500B 31-07/8 (P/P 31-11/8)

Wp E

L 115

-8

1-PL p112

1-L a54

(-1/4)

ONE BEAM 115B3

1-0

1/8

1-71/8 29-53/4

3/16 3-123/16 3-12

3/16

3/16

21/8 NOTCH 1/2 WIDECTR'D

(1-HSS6x6x1/4x8-03/4) A500B 8-03/4 (P/P 8-4)

Wp E

L 115

-2

1-L a62 NS

(-1/4) (-3)

ONE BEAM 115B4

A

A

6

3/16 3-123/16 3-12

Section A-A115B4

21/8NOTCH 1/2 WIDECTR'D

21/8 NOTCH 1/2 WIDECTR'D

(1-HSS12x6x3/8x19-6) A500B 19-6 (P/P 20-0)

Wp E

L 115

-8

1-L a177 NS

(-3) (-3)

ONE BEAM 115B5

A

A

1-0

3/16 3-123/16 3-12

Section A-A115B5

21/8NOTCH 1/2 WIDECTR'D

(1-HSS6x6x1/4x8-83/4) A500B 8-83/4 (P/P 9-0)

Wp E

L 115

-2

1-L a64 NS

(-3) (-1/4)

ONE BEAM 115B6

A

A

6

3/16 3-123/16 3-12

Section A-A115B6

(1-HSS12x6x1/2x30-71/2) A500B 30-71/2 (P/P 30-8)

Wp E

L 115

-8

1-L a30 NS

(-1/4) (-1/4)

ONE BEAM 115B7

1-0

3/16 3-123/16 3-12

ONE BEAM115B1 Galv1 11 HSS18x6x1/2115B1 38 53/8 A500B1 L6x4x5/16a48 38 111/2 A36

ONE BEAM115B2 Galv1 11 HSS8x6x3/8115B2 12 13/4 A500B1 L6x4x5/16a53 13 13/4 A36

ONE BEAM115B3 Galv1 11 HSS12x6x1/2115B3 31 07/8 A500B1 L6x4x5/16a54 29 53/4 A361 PL1/4x2p112 0 73/8 A36

ONE BEAM115B4 Galv1 11 HSS6x6x1/4115B4 8 03/4 A500B1 L6x6x3/8a62 8 23/4 A36

ONE BEAM115B5 Galv1 11 HSS12x6x3/8115B5 19 6 A500B1 L6x6x3/8a177 19 10 A36

ONE BEAM115B6 Galv1 11 HSS6x6x1/4115B6 8 83/4 A500B1 L6x6x3/8a64 8 103/4 A36

ONE BEAM115B7 Galv1 11 HSS12x6x1/2115B7 30 71/2 A500B1 L6x6x3/8a30 30 71/2 A36

0 Sep 15 2014 for approval MC1 Oct 13 2014 For Fabrication ME

Page 4: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1200

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: COLUMNS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

9-2014 10-2014

TC

11/ 4

4

61/ 16

33

33

1-9

33

22

33

20-1015/16

21-5

21-8

21-11

22-2

24-73/4

26-43/4

27-23/4

27-53/4

27-83/4

33

43

3

22

27-23/4

27-53/4

27-83/4

33

33

33

43

3

22

21-5

21-8

21-11

22-2

27-23/4

27-53/4

27-83/4

31/2

13/413/4

21/ 4

1 / 42 21/ 41 / 4

2

1-1

81/ 2

41/ 2

101/2

81/22

51/2

23/4 23/4

31/2

13/4 13/4

4

22

5

16-103/4

15-103/4 15-103/4

16-103/4

21/2

21/2

53/16

17-2

104-

61/ 4

5-53

/ 4

1-31

1 / 16

6

6 22-6

1 / 45-

53/ 4

1-31

1 / 16

(1-W

10x6

8x27

-103

/ 4) A

992

28-0

(P/

P 28

-0)

5/16

TYP1/4

TYP 1/4

1/4

SQ C

UT

SQ C

UT

Wp E

L 126

-8EL

121-

21/ 4

EL 11

6-8

EL 11

5-10

EL 98

-8W

16x2

6

L6x4

x5/ 16

L6x4

x5/ 16

EL 12

1-21

/ 4

W16

x26

BMARK FACE "A""SOUTH"

GA=51/2

A

A A

1-L a992-3/4x2 A325N

1-L a99

1-PL BP10

1-L a59

1-PL p164

1-L a59 1-PL p126

1-PL p126

1-PL p33 NS/FS

1-PL p164

Section A-A200C1

ONE COLUMN 200C1WFK

103/8x1/2101/8x3/417/16x7/8

AT GRID: 10 & F

SHOP BOLTS (Unless Noted): 18-1x21/2 F1852SC

13/ 16

x1

LEG SHOWN

15/16

11/1611/16

11/16

21/2

521/2

53/16 ONE COLUMN200C1 2 11 W10x68200C1 27 103/4 S2E A9922 L8x4x7/16a59 0 5 A362 L31/2x31/2x1/4a99 0 61/2 A361 PL11/4x16BP10 1 4 A362 PL3/8x9p164 1 71/2 A362 PL3/8x7p33 1 71/2 A362 PL3/8x39/16p126 0 79/16 A36

18 1 Dia F1852SC 0 21/2 2 3/4 Dia A325N 0 2 +1HD WASH

FIELD BOLTS18 1 Dia F1852SC 0 21/2 16 3/4 Dia A325N 0 21/2 +1HD WASH

4 3/4 Dia A325N 0 2 +1HD WASH

0 Sep 20 2014 FOR APPROVAL MPE1 Oct 15 2014 FOR FABRICATION MPE

Page 5: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1205

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: COLUMNS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

9-2014 10-2014

TC

11/ 2

33

63

33

63

33

33

33

43

3

33

22

19-63/4

19-93/4

20-03/4

20-63/4

20-93/4

21-03/4

21-33/4

21-93/4

22-03/4

22-33/4

22-63/4

22-93/4

23-03/4

26-41/2

26-71/2

26-101/2

33

331

/ 41-

93

32

23

3

20-61/2

20-91/2

21-01/2

21-31/2

23-91/2

25-61/2

26-41/2

26-71/2

26-101/2

33

331

/ 4

1-9

33

22

33

20-61/2

20-91/2

21-01/2

21-31/2

23-91/2

25-61/2

26-41/2

26-71/2

26-101/2

1-7

91/ 2

91/ 2

1-7

91/291/2

51/2

23/451/2

31/2

13/4 13/4

1-5

1-27/16

815 / 1

6

4

2 2

51/2 51/2

51/2

6

51/2

413/16 413/16

511/16

21-8

1 / 45-

53/ 4

1-31

1 / 16

21-8

1 / 45-

53/ 4

1-57

/ 8

21-8

1 / 45-

53/ 4

1-57

/ 8

11/ 2

27-0

1 / 2

(1-W

10x1

12x2

7-01

/ 2) A

992

27-2

(P/

P 27

-2)

TYP9/16

9/16

5/16

TC-U4bTYP 1/4

1/4

1/4

1273/8

SQ C

UT

SQ C

UT

Wp E

L 126

-8EL

121-

21/ 4

EL 99

-6W

16x2

6

BMARK FACE "A""WEST"

EL 12

1-21

/ 4

W18

x40

AEL

121-

21/ 4

W18

x40

C

EL 99

-71 / 2

A

A

B B

1-PL BP2

1-PL p147CTR'D

1-PL p1048 REQ'D

1-PL p164

1-PL p164

1-PL p111 FS1-PL p120 NS

1-FL fb2

1-PL p33 NS/FS

Section A-A205C1

Section B-B205C1

ONE COLUMN 205C1WFK

113/8x3/4103/8x11/4115/16x11/16

AT GRID: 9 & C

SHOP BOLTS: 18-1x3 F1852SC

113/16

11/16

11/16

11/16

11/16

1 12

71/ 2

1-21/16 3/8

23/4 23/4

23/4 23/4

511/16

23/4

43/ 8

43/ 8

1/2 91/2 9

1-PL p104

1-PL p104

1-PL p104

1-PL p104 1-PL p104

1-PL p104

1-PL p104

1-PL p104

1-PL p120

1-PL p111

ONE COLUMN205C1 2 11 W10x112205C1 27 01/2 S2E A9921 FL2x4fb2 0 11 A361 PL11/2x28BP2 2 10 A572-501 PL3/4x155/16p147 1 81/8 A361 PL1/2x83/4p111 1 6 A572-501 PL1/2x83/4p120 1 6 A572-508 PL1/2x81/2p104 2 0 A572-502 PL3/8x9p164 1 71/2 A362 PL3/8x7p33 1 71/2 A36

18 1 Dia F1852SC 0 3

FIELD BOLTS18 1 Dia F1852SC 0 3

1 3/4 Dia A307 0 91/2 +1HD WASH16 3/4 Dia F1852SC 0 3

8 3/4 Dia A325N 0 21/2 +1HD WASH18 3/4 Dia F1852SC 0 21/2

0 Sep 20 2014 FOR APPROVAL MPE1 Oct 15 2014 FOR FABRICATION MPE

Page 6: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1210

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: BEAMS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

9-2014 10-2014

TC

1/4

4 4

2 2 2 2

7-95

/ 16

8-15

/ 16

16-2

13/ 16

16-6

13/ 16

33

331

/ 4

33

36

33

33

33

2-9 1/2

2-57/8

22-4

3 / 16

961

/ 8

33

33

33

33

511/16

7-119/16 8-51/2 7-119/16

(1-W18x40x24-41/8) A992 24-45/8 (P/P 25-4)

3 SIDES-TYP 3/16

3 SIDES-TYP3/16

1/4

1/4

TYP3 SIDES 3/16

1261/16

Wp E

L 121

-21 / 4

1-PL p149CNTR

1-L 4B5 NS/FS29/16 GOL

51/2 C/C1-L 5B5 NS/FS29/16 GOL51/2 C/C

1-L a13 NS/FS23/8 GOL51/2 C/C

(-511/16) (-511/16)

ONE BEAM 210B1WFK

177/8x5/166x1/213/16x13/16

13/16x1

IN OSL13/16x1

IN OSL

13/16x1

IN OSL

1

1

1 / 81 / 8

1

1 / 81 / 8

1

1-31

/ 812

12

12

12

12

12

12

12

1 RAD

TYP WELD PREP TYP WELD PREP

1 RAD

1/4

4 4

2 2 2 2

7-95

/ 16

8-15

/ 16

16-2

13/ 16

16-6

13/ 16

33

331

/ 4

33

36

33

3

33

2-9 1/2

2-57/8

22-4

3 / 16

961

/ 8

33

33

33

33

511/16

7-119/16 8-51/2 7-119/16

(1-W18x40x24-41/8) A992 24-45/8 (P/P 25-4)

3 SIDES-TYP3/16

1/4

1/4

3 SIDES-TYP 3/16

1261/16

Wp E

L 121

-21 / 4

1-PL p149CNTR

1-L 4B5 NS/FS29/16 GOL

51/2 C/C1-L 4B5 NS/FS29/16 GOL51/2 C/C

1-L a13 NS/FS23/8 GOL51/2 C/C

(-511/16) (-511/16)

ONE BEAM 210B2WFK

177/8x5/166x1/213/16x13/16

13/16x1

IN OSL13/16x1

IN OSL

13/16x1

IN OSL

1

1

1 / 81 / 8

1

1 / 81 / 8

1

1-31

/ 8

3 SIDES-TYP 3/16

12

12

12

12

12

12

12

12

1 RAD

TYP WELD PREP TYP WELD PREP

1 RAD

4 4

2 2 2 2

8-21

/ 2

8-61

/ 2

16-8

17-0

33

33 3

33

3

2 2

1/2

25-1

115/16

1-15

/ 8

33

33

33

33

2-73

/ 16

6-73

/ 16

10-7

3 / 16

14-7

3 / 16

18-7

3 / 16

22-7

3 / 16

8-5 8-51/2 8-5

(1-W16x26x25-21/2) A992 25-31/2 (P/P 25-4)

3 SIDES-TYP 3/16

Wp E

L 121

-21 / 4

GA=31/2

A

A

1-FL fb1226 REQ'D

1-L 4A5 NS/FS113/16 GOL

4 C/C

1-L 4A5 NS/FS4 C/C Section A-A

210B3

(-1/4) (-1/4)

ONE BEAM 210B3WFK

1511/16x1/451/2x3/811/16x13/16

9/16

13/16x1

IN OSL

11/ 2

2-711/16 4-0 4-0 4-0 4-0 4-0 2-713/16

3/16

3/16

A

A

A

A

A

A

A

A

A

A

ONE BEAM210B1 2 11 W18x40210B1 24 41/8 A9922 L4x3x3/8a13 0 111/2 A362 L4x3x5/165B5 1 21/2 A362 L4x3x5/164B5 0 111/2 A361 PL3/4x133/4p149 2 55/16 A36

FIELD BOLTS1 3/4 Dia A307 0 71/2 +1HD WASH

16 3/4 Dia A325N 0 2 +1HD WASH

ONE BEAM210B2 2 11 W18x40210B2 24 41/8 A9922 L4x3x3/8a13 0 111/2 A364 L4x3x5/164B5 0 111/2 A361 PL3/4x133/4p149 2 55/16 A36

FIELD BOLTS1 3/4 Dia A307 0 71/2 +1HD WASH

16 3/4 Dia A325N 0 2 +1HD WASH

ONE BEAM210B3 2 11 W16x26210B3 25 21/2 A9924 L3x3x5/164A5 0 111/2 A366 FL1/4x3fb122 0 3 A36

FIELD BOLTS16 3/4 Dia A325N 0 2 +1HD WASH

0 Sep 20 2014 FOR APPROVAL MPE1 Oct 15 2014 FOR FABRICATION MPE

Page 7: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

0215

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

NEW SHEET

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: BENT PLATE AND VERT. BRACE

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

9-2014 10-2014

TC

8 VERTICAL BRACES 215VB1

9/16

L3x3x 1/4x1-6 3/8

1

1-4 3/8

1

11 / 2

11 / 23

81/2 NOTCH 7/8 WIDE

81/2 NOTCH 7/8 WIDE

81/2NOTCH 7/8 WIDE

81/2NOTCH 7/8 WIDE

4 4

36-5

15/ 16

111 / 8

411/16

18-1

7 / 8

101 / 1

6

111 / 8

411/16

18-1

15/ 16

101 / 1

6

18-25/8 17-113/8

2-41/2 1-5(1-HSS8x8x5/16x36-915/16) A500B 36-115/16

39-117/16

3/16

3/16

3/16

3/16

55/8

12

EL 120-7 1/4

EL 99-7 1/2

1-PL p37CNTR

ONE VERTICAL BRACE 215VB2

5510

81/2 NOTCH 7/8 WIDECTR'D

81/2 NOTCH 7/8 WIDECTR'D

81/2NOTCH 7/8 WIDECTR'D

81/2NOTCH 7/8 WIDECTR'D

4 4

18-1

13/ 8

1-5 111/8(1-HSS8x8x5/16x19-33/8) A500B 18-73/8

20-111/2

EL 98

-31 / 2

EL 10

9-91 / 2

ONE VERTICAL BRACE 215VB3

81/2 NOTCH 7/8 WIDE

81/2 NOTCH 7/8 WIDE

81/2NOTCH 7/8 WIDE

81/2NOTCH 7/8 WIDE

4 4

16-1

01/ 16

111/8 2-35/16(1-HSS8x8x5/16x17-21/16) A500B 16-61/16

19-81/2

EL 10

9-91 / 2

EL 12

0-71 / 4

ONE VERTICAL BRACE 215VB4

8 VERTICAL BRACE215VB1 2 88 L3x3x1/4215VB1 1 63/8 A36

FIELD BOLTS16 1/2 Dia A325N 0 2 +1HD WASH

ONE VERTICAL BRACE215VB2 2 11 HSS8x8x5/16215VB2 36 915/16 A500B1 PL3/4x10p37 2 61/4 A36

FIELD BOLTS2 3/4 Dia A307 0 91/2 +1HD WASH

ONE VERTICAL BRACE215VB3 2 11 HSS8x8x5/16215VB3 19 33/8 A500B

ONE VERTICAL BRACE215VB4 2 11 HSS8x8x5/16215VB4 17 21/16 A500B

0 Oct 15 2014 FOR FABRICATION MPE

Page 8: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1300

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: COLUMNS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

9-2014 10-2014

TC

23

33

33

33

33

33

33

22

33

5

8

7-3

7-6

7-9

10-1

11-10

19-10

20-1

20-4

20-7

20-10

21-1

23-5

25-2

26-0

26-3

26-6

23

33

33

33

33

32

23

3

5

8

11

10-1

11-10

19-8

19-11

20-2

20-5

20-8

23-5

25-2

26-0

26-3

26-6

2-51

/ 2

5-11/2

23

33

33

43

3

22

5

8

11

26-0

26-3

26-6

81/231/2

5

21/ 2

21/ 2

51/2

23/4 23/431/2

13/4 13/4

91/2

41/2

31/2

13/413/4

4

2 2

4

2 2

51/2

23/423/4

51/2

23/4 23/4

23/4

8-0

21-4

6-111/2

5

7-7

513

-45-

4

1-11

5 / 81-

111 / 1

6

2-4

20-1

15-

9

2-51

/ 2

(1-W

10x4

9x26

-8)

A992

26-

8 (P

/P 26

-8)

3/16

3/16

1/4

1/4

1/4

1/4SQ

CUT

SQ C

UT

Wp E

L 153

-4EL

148-

0EL

134-

8

EL 13

4-3

EL 12

6-8

W24

x55

W14

x22

28G

6N

B

MARK FACE "A""WEST"

GA=51/2

EL 14

7-7

W30

x90

A

A A

1-PL p661-PL p67

1-PL p164

1-PL p198CNTR

1-PL p56CNTR

1-L a111 NS

1-L a111 NS

1-PL p33 NS/FS

1-PL p67

1-PL p164

1-L a111

1-L a111

Section A-A300C1

ONE COLUMN 300C1WFK

10x5/1610x9/1611/4x7/8

AT GRID: 13 & E

SHOP BOLTS: 22-1x21/2 F1852SC

13/16x1

11/16

11/16

11/16

11/16

11/16

11/16

1-9

1-9

5

1-9

1-9

TYP3/16

ONE COLUMN300C1 3 11 W10x49300C1 26 8 S2E A9924 L2x2x3/8a111 0 10 A361 PL3/4x6p198 0 6 A361 PL1/2x5p56 0 9 A361 PL1/2x5p66 0 71/2 A362 PL3/8x9p164 1 71/2 A362 PL3/8x7p33 1 71/2 A362 PL3/16x9p67 1 01/2 A36

22 1 Dia F1852SC 0 21/2

FIELD BOLTS18 1 Dia F1852SC 0 21/2 30 3/4 Dia A325N 0 2 +1HD WASH

0 Sep 27 2014 FOR APPROVAL MPE1 Oct 27 2014 FOR FABRICATION MPE

Page 9: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

2305

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

2

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: COLUMNS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

9-2014 10-2014

TC

31/ 2

23

33

33

33

33

22

33

5

8

10-1

11-10

19-8

19-11

20-2

20-5

20-8

23-5

25-2

26-0

26-3

26-6

2-51

/ 2

5-11/2

23

33

33

33

33

32

23

3

5

8

11

7-6

7-9

10-1

11-10

20-7

20-10

21-1

23-5

25-2

26-0

26-3

26-6

23

33

33

22

33

5

8

11

26-0

26-3

26-6

1-71

/ 21-

71/ 2

6-41/2

19-81/2

4 22

81/2

31/2

4 22

81/231/2

311 / 1

6

521/221/2

811/16

81/2

51/2

23/4 23/4

51/2

23/4 23/4

31/2

13/4 13/4

91/2

41/2

91/2

41/2

31/2

13/413/4

42 2

51/2

23/423/4

51/2

23/423/4

51/2

23/4 23/4

51/2

23/4 23/4

23/4

7-7

20-11

6-111/2

7-7

20-11

51/8 51/8

8-0

12-1

15

5-4

1-6

2-51

/ 2

1-6

8-0

13-4

5-4

1-11

1 / 16

97/ 8

7-7

19-1

2-4

(1-W

10x4

9x26

-8)

A992

26-

8 (P

/P 26

-8)

1/4

1/4

1/4

1/4

TYP 3/16SQ

CUT

SQ C

UT

Wp E

L 153

-4EL

148-

0

EL 14

7-7

EL 13

4-8

EL 12

6-8

18LH

06

W30

x90

18LH

06

B

MARK FACE "A""SOUTH"

A

EL 14

8-0

EL 13

4-8

W14

x22

W10

x12

C

EL 13

4-3

28G

6N

A

A

B B

C C

D D

1-L a130

1-L a130

1-PL p75

1-PL p78

1-PL p56

1-PL p36

1-PL p24

1-PL p164

1-PL p36

1-PL p24 FS

1-PL p164

1-PL p201CNTR

1-PL p201CNTR

1-PL p198CNTR

1-PL p198CNTR

1-PL p33 NS/FS

Section A-A305C1 Section B-B

305C1

Section C-C305C1

Section D-D305C1

ONE COLUMN 305C1WFK

10x5/1610x9/1611/4x7/8

AT GRID: 12 & B

SHOP BOLTS: 22-1x21/2 F1852SC

13/16x1

LEG SHOWN

13/ 16

x1

11/16

11/16

11/16

11/16

11/16

11/16

11/16

1-9

1-9

1-9

1-9

3 / 16

TYP 1/4

1/4

TYP3/16

3/16

1-L a130

1-L a130

2

2

2

2

2

ONE COLUMN305C1 3 11 W10x49305C1 26 8 S2E A9922 L6x6x3/8a130 0 61/2 A361 PL3/4x6p78 0 10 A362 PL3/4x6p198 0 6 A361 PL1/2x5p56 0 9 A361 PL1/2x5p75 0 83/4 A362 PL3/8x9p164 1 71/2 A362 PL3/8x7p33 1 71/2 A362 PL3/8x5p201 0 5 A362 PL1/4x9p36 1 01/2 A362 PL1/8x9p24 0 91/2 A36

22 1 Dia F1852SC 0 21/2

FIELD BOLTS18 1 Dia F1852SC 0 21/2 26 3/4 Dia A325N 0 2 +1HD WASH

0 Sep 27 2014 FOR APPROVAL MPE1 Oct 27 2014 FOR FABRICATION MPE2 Oct 28 2014 FEVISED STABLIZER PLATE SIZE & WELD SIZE MPE

Page 10: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1310

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: COLUMNS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

9-2014 10-2014

TC

31/ 2

31/ 2

23

33

33

33

33

33

33

22

33

5

8

10-1

11-10

18-8

18-11

19-2

19-5

19-8

19-11

20-2

20-5

20-8

23-5

25-2

26-0

26-3

26-6

2-51

/ 22-

51/ 2

5-61/2

18-101/2

2-91

/ 2

4-91/2

2-51

/ 2

5-11/2

23

33

33

22

33

5

8

11

26-0

26-3

26-6

23

33

33

22

33

5

8

11

26-0

26-3

26-6

422

81/2

31/2

422

81/231/2

311 / 1

6

521/221/2

311 / 1

6

911/16

91/2

911/16

91/2

51/2

23/4 23/4

31/213/4 13/4

91/2

41/2

91/2

41/2

31/2

13/413/4

4

2 2

51/2

23/423/4

6-111/2

8-0

21-4

6-111/2

51/8

7-7

20-11

51/8

8-0

12-1

15

5-4

2-4

1-11

7 / 8

2-11

7 / 8

2-4

7-7

19-1

2-4

7-7

19-1

2-8

(1-W

10x4

9x26

-8)

A992

26-

8 (P

/P 26

-8)

TYP 3/16

3/16

3/16

3/16

1/4

1/4

1/4

1/4

SQ C

UTSQ

CUT

Wp E

L 153

-4EL

148-

0

EL 14

7-7

EL 13

4-8

EL 12

6-8

28LH

12

W24

x76

W36

x150

28LH

12

B

MARK FACE "A""SOUTH"

GA=51/2A

EL 13

4-3

28G

4N

EL 13

4-3

32G

7N

A

A

B B

C C

D D

1-L a130

1-L a130

1-PL p64

1-PL p88

1-PL p79

1-PL p60

1-PL p79

1-PL p56

1-L a111

1-L a111

1-PL p36

1-PL p24 FS

1-PL p164

1-PL p33 NS/FS

1-PL p198CNTR

1-PL p198CNTR

1-PL p201CNTR

1-PL p201CNTR

1-PL p24

1-PL p36

1-PL p164

Section A-A310C1

Section B-B310C1

Section C-C310C1

Section D-D310C1

ONE COLUMN 310C1WFK

10x5/1610x9/1611/4x7/8

AT GRID: 11 & F

SHOP BOLTS: 22-1x21/2 F1852SC

13/16x1

LEG SHOWN

13/ 16

x1

11/16

11/16

11/16

11/16

11/16

11/16

1-9

1-9

3 / 16

3 / 16

TYP 3/16

TYP1/4

1/4

TYP3/16

3/16

TYP3/16

3/16

3/16

ONE COLUMN310C1 3 11 W10x49310C1 26 8 S2E A9922 L6x6x3/8a130 0 61/2 A362 L2x2x3/8a111 0 10 A362 PL3/4x6p79 0 11 A362 PL3/4x6p198 0 6 A361 PL3/4x5p64 0 83/4 A361 PL1/2x5p60 1 2 A361 PL1/2x5p56 0 9 A361 PL1/2x5p88 0 83/4 A362 PL3/8x9p164 1 71/2 A362 PL3/8x7p33 1 71/2 A362 PL3/8x5p201 0 5 A362 PL1/4x9p36 1 01/2 A362 PL1/8x9p24 0 91/2 A36

22 1 Dia F1852SC 0 21/2

FIELD BOLTS18 1 Dia F1852SC 0 21/2

2 3/4 Dia A325N 0 21/2 +1HD WASH24 3/4 Dia A325N 0 2 +1HD WASH

0 Sep 27 2014 FOR APPROVAL MPE1 Oct 27 2014 FOR FABRICATION MPE

Page 11: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1315

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: BEAMS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

9-2014 10-2014

TC

1/2

2 35/8

4 4 4

41/4 2 2 2 2 2 2

12-4

3 / 8

12-1

0

13-2

1 / 4

21-9

1 / 4

22-1

1 / 4

28-0

3 / 4

28-4

3 / 4

30-8

1 / 4

31-0

1 / 4

33

33

93

37

33

39

33

27

4-33/8

3-1113/163-

111 / 1

6

1-63

/ 49

3-81/2

3-53/8

30-5

7 / 8

971

/ 4

38 3

3

33

38

1/4

12-63/8 9-47/8 6-31/2 2-71/2 3-03/4

(1-W18x40x33-101/2) A992 33-111/2 (P/P 34-0)

1/4

1/4

1/4

1/4TYP3 SIDES3/16

TYP3 -SIDES 3/16

12411/16

12411/16

Wp E

L 134

-8

1-PL p152CNTR

1-PL p128CNTR

1-L a9 NS/FS15/8 GOL

4 C/C

1-L 3A5 NS/FS113/16 GOL

4 C/C

1-L 3A5 NS/FS4 C/C

1-L a10 NS/FS15/8 GOL4 C/C

(-1/4) (-1/4)

ONE BEAM 315B1WFK

177/8x5/166x1/213/16x13/16

13/16x1

IN OSL

13/16x1

IN OSL

13/16x1

IN OSL

1/4

97/ 8

1-41

/ 4

TYP3 SIDES3/16

1/2

2 35/8

4 4 4

41/4 2 2 2 2 2 2

12-4

3 / 8

12-1

0

13-2

1 / 4

21-9

1 / 4

22-1

1 / 4

28-0

3 / 4

28-4

3 / 4

30-8

1 / 4

31-0

1 / 4

33

93

37

33

93

32

7

3-83/16

3-51/8

3-43

/ 8

1-41

/ 89

3-415/16

3-21/16

30-9 3/16

951

5 / 16

38 3

3

33

38

1/4

1/4

12-67/8 9-47/8 6-31/2 2-71/2 3-03/4

(1-W18x40x33-101/2) A992 33-111/2 (P/P 34-0)

1/4

1/4TYP3-SIDES3/16

1/4

1/4

12411/16

12411/16

Wp E

L 148

-0

1-PL p153CNTR

1-PL p130CNTR

1-L a1 NS/FS15/8 GOL

4 C/C

1-L 3A5 NS/FS113/16 GOL

4 C/C 1-L 3A5 NS/FS4 C/C

1-L a1 NS/FS4 C/C

(-1/4) (-1/4)

ONE BEAM 315B2WFK

177/8x5/166x1/213/16x13/16

13/16x1

IN OSL

13/16x1

IN OSL

1-21

5 / 16

71/ 4

TYP3-SIDES3/16

ONE BEAM315B1 3 11 W18x40315B1 33 101/2 A9922 L3x3x5/16a9 1 21/2 A362 L3x3x5/16a10 0 111/2 A364 L3x3x5/163A5 0 81/2 A361 PL3/4x197/8p152 4 81/2 A361 PL3/4x1411/16p128 3 111/2 A36

FIELD BOLTS1 3/4 Dia A307 0 111/2 +1HD WASH1 3/4 Dia A307 0 91/2 +1HD WASH

18 3/4 Dia A325N 0 2 +1HD WASH

ONE BEAM315B2 3 11 W18x40315B2 33 101/2 A9924 L3x3x5/16a1 0 81/2 A364 L3x3x5/163A5 0 81/2 A361 PL3/4x1411/16p153 3 111/4 A361 PL3/4x121/16p130 3 615/16 A36

FIELD BOLTS2 3/4 Dia A307 0 91/2 +1HD WASH

18 3/4 Dia A325N 0 2 +1HD WASH

0 Sep 27 2014 FOR APPROVAL MPE1 Oct 27 2014 FOR FABRICATION MPE

Page 12: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1400

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUTSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

TCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: COLUMN DETAILS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

10-2014 10-29-14

MC

NO PAINT

31/ 2

31/ 2

23

33

33

33

33

33

33

5

8

10-1

11-10

19-2

19-5

19-8

19-11

20-2

20-5

20-8

23-5

25-2

32-8

32-11

33-2

33-5

2-51

/ 2

2-51

/ 2

5-61/2

18-101/2

2-51

/ 2

5-11/2

2-51

/ 2

5-11/2

23

3 5

8

23

3

33

33

33

5

8

32-2

32-5

32-8

32-11

33-2

33-5

422

81/231/2

422

81/2

31/2

311 / 1

6

521/2 21/2

311 / 1

6

911/1691/23/16

911/16

91/2

41/2

91/2

41/2

31/2

13/413/4

42 2

42 2

51/2

23/4 23/4

6-111/2 6-111/2

8-0

21-4

71/ 2

71/ 2

5

7-7

5

20-11

8-0

12-1

15

12-4

1-51

1 / 16

1-37

/ 82-

4

1-11

7 / 8

2-01

/ 8

2-4

2-87

/ 8

7-7

26-1

2-4

7-7

26-1

2-4

(1-W

10x4

9x33

-8)

A992

33-

8 (P

/P 33

-8)

3/16 113/16

3/16 113/16

TYP3/16

3/16

TYP1/4

1/4

3/16 23/8

3/16 23/8

1/4

1/4

TYP3/16

3/16

SQ C

UT

Wp E

L 160

-4EL

148-

0

EL 14

7-7

EL 13

4-8

EL 12

6-8

W18

x35

W16

x31

28LH

12

W24

x76

W24

x84

28LH

12

W33

x118

BMARK FACE "A""SOUTH"

GA=51/2A

EL 13

4-3

28G

5N

EL 13

4-3

28G

4N

A

A

B B

C C

D D

1-L a130

1-L a130

1-PL p88

1-PL p64

1-PL p79CTR'D

1-PL p56(CTR'D)

1-PL p79CTR'D

1-PL p69(CTR'D)

1-L a55

1-PL p198CNTR

1-PL p198CNTR

1-PL p201CNTR

1-PL p201CNTR

Section A-A400C1

Section B-B400C1

Section C-C400C1

Section D-D400C1

ONE COLUMN 400C1WFK

10x5/1610x9/1611/4x7/8

AT GRID: 10 & F

13/16x1

LEG SHOWN

13/ 16

x1

11/16

11/16 11/16

2 2

2 210

1-3

101-3

3/16

3/16

1/4

1/4

TYP1/4

1/4

TYP3/16

1-L a55

ONE COLUMN400C1 4 11 W10x49400C1 33 8 S1E A9922 L6x6x3/8a130 0 61/2 A362 L4x4x3/8a55 0 10 A362 PL3/4x6p79 0 11 A362 PL3/4x6p198 0 6 A361 PL3/4x5p64 0 83/4 A361 PL1/2x5p69 1 0 A361 PL1/2x5p56 0 9 A361 PL1/2x5p88 0 83/4 A362 PL3/8x5p201 0 5 A36

FIELD BOLTS2 3/4 Dia A325N 0 21/2 +1HD WASH

40 3/4 Dia A325N 0 2 +1HD WASH

A Oct 1 2014 FOR APPROVAL TC1 Oct 29 2014 FOR FABRICATION MC

Page 13: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1410

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUTSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

TCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: BEAM DETAILS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

10-2014 10-29-14

MC

NO PAINT

1/2

31/2

61/ 4

33/4

61/ 4

4 4 4

2 2 2 2 2 2

12-1

05/ 16

13-2

5 / 16

21-9

5 / 16

22-1

5 / 16

30-8

5 / 16

31-0

5 / 16

33

73/ 4

73/ 4

33

38 3

3

33

13-013/16 3 8-8 8-11 3-013/16

(1-W18x35x33-103/4) A992 33-115/8 (P/P 34-0)

3 SIDES-TYP3/16

Wp E

L 134

-8 (1

)

Wp E

L 148

-0 (1

)

1-L 3A5 NS/FS113/16 GOL

4 C/C

1-L 3A5 NS/FS4 C/C

(-3/16) (-3/16)

2 BEAMS 410B1WFK

1711/16x5/166x7/1611/8x7/8

13/16x1

IN OSL

1/2

33 3

3

7 7

31/2 31/2 31/2 31/2

1-61

3 / 16

2-11

3 / 16

6-25

/ 8

6-95

/ 8

1-03

/ 8

2

1 1

21/ 4

11/ 8

11/ 8

1-85

/ 16

2-05

/ 16

1-1013/16 4-713/16 1-11

(1-W10x12x8-43/4) A992 8-55/8 (P/P 8-6)

3 SIDES-TYP 3/16

Wp E

L 134

-3 (1

)

Wp E

L 147

-7 (1

)

A

A

1-L 2A5 NS/FS113/16 GOL

4 C/C1-L a23 NS21/16 GOL1-L 2A5 FS41/4 C/C

1-L a258 1-L a258

Section A-A410B2

(-3/16) (-3/16)

2 BEAMS 410B2WFK

97/8x3/16315/16x3/163/4x5/8

9 / 16x

11/ 4

13/16x1

IN OSL

13/16x1

IN OSL

11/ 8

11/ 8

21/ 4

4

6-81

/ 8

4

6-41

/ 8

21/ 2

97/ 8

3/16

3/16

1-L a2581-L a258

A

A

1/23

1

31/4

11/ 4

33 3

3

7

31/2 31/2

3-17

/ 16

3-87

/ 16

21/ 4

11/ 8

11/ 8

3-21

5 / 16

3-61

5 / 16

3-57/16 5-03/16

(1-W10x12x8-43/4) A992 8-55/8 (P/P 8-6)

3 SIDES-TYP 3/16

Wp E

L 134

-8 (1

)

Wp E

L 148

-0 (1

)

A

A

1-L 2A5 NS/FS113/16 GOL

4 C/C1-L 2A5 NS/FS4 C/C Section A-A

410B3

(-3/16) (-3/16)

2 BEAMS 410B3WFK

97/8x3/16315/16x3/163/4x5/8

13/16x1

IN OSL

2

1 21/ 2

97/ 8

1

1-03

/ 8

4

3/16

3/16

1-L a2581-L a258

9 / 16x

11/ 4

1/23

131/4

11/ 4

33 3

3

7 7

31/2 31/2 31/2 31/2

1-61

3 / 16

2-11

3 / 16

6-25

/ 8

6-95

/ 8

21/ 4

11/ 8

11/ 8

6-41

/ 8

6-81

/ 8

1-1013/16 4-713/16 1-11

(1-W10x12x8-43/4) A992 8-55/8 (P/P 8-6)

3 SIDES-TYP 3/16

Wp E

L 134

-8 (1

)

Wp E

L 148

-0 (1

)

A

A

1-L 2A5 NS/FS113/16 GOL

4 C/C1-L 2A5 NS/FS4 C/C

1-L a258 1-L a258

Section A-A410B4

(-3/16) (-3/16)

2 BEAMS 410B4WFK

97/8x3/16315/16x3/163/4x5/8

13/16x1

IN OSL

21/ 4

11/ 8

11/ 8

97/ 8

21/ 2

1 1

2

1-03

/ 8

4

1-85

/ 16

2-05

/ 164

3/16

3/16

A

A

9 / 16x

11/ 4

2 BEAM410B1 4 22 W18x35410B1 33 103/4 A9928 L3x3x5/163A5 0 81/2 A36

FIELD BOLTS24 3/4 Dia A325N 0 2 +1HD WASH

2 BEAM410B2 4 22 W10x12410B2 8 43/4 A9928 L4x4x5/16a258 0 6 A362 L31/2x31/2x5/16a23 0 51/2 A366 L3x3x5/162A5 0 51/2 A36

FIELD BOLTS16 3/4 Dia A325N 0 2 +1HD WASH

8 1/2 Dia A307 0 6 +2HD WASH

2 BEAM410B3 4 22 W10x12410B3 8 43/4 A9924 L4x4x5/16a258 0 6 A368 L3x3x5/162A5 0 51/2 A36

FIELD BOLTS8 3/4 Dia A325N 0 2 +1HD WASH4 1/2 Dia A307 0 6 +2HD WASH

2 BEAM410B4 4 22 W10x12410B4 8 43/4 A9928 L4x4x5/16a258 0 6 A368 L3x3x5/162A5 0 51/2 A36

FIELD BOLTS16 3/4 Dia A325N 0 2 +1HD WASH

8 1/2 Dia A307 0 6 +2HD WASH

A Oct 1 2014 FOR APPROVAL TC1 Oct 29 2014 FOR FABRICATION MC

Page 14: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1415

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUTSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

TCDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: MISC DETAILS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

10-2014 10-29-14

MC

NO PAINT

3

(1-L6x6x3/8x22-07/8) A36 22-07/8 (P/P 22-07/8)

Wp E

L 144

-0

1-C c151-

C c1

5

ONE HANGER 415F1SHOP NOTE: TOE DIRECTION NEAR SIDE

13/16x17/8

66

3

21/2 2-815/16 1-51/16

4-41/24-

41/ 2

113/4 10-0 10-0 1-11/8

113 / 4

10-1

13/ 4

20-1

13/ 4

TYP 3/16

3/16

1-C

c15

1-C

c15

(1-L6x6x3/8x22-1) A36 22-1 (P/P 22-11/8)

Wp E

L 144

-0

1-C

c15

(-1/8)

ONE HANGER 415F2SHOP NOTE: TOE DIRECTION NEAR SIDE

1-11/8 10-0 10-0 117/8

21-1

1 / 8

11-1

1 / 8

1-11

/ 8

4-41

/ 2

4-41/2

6

2-815/16 1-51/16

33

21/2

6

TYP 3/16

3/16

1-C

c15

1-C

c15

1-C c15

13/16x17/8

411

1-ss28 REQ'D

2 BENT PLATES 415M121/211/2

11

8-48 7 SP @ 1-0 = 7-0 8

TYP 1/4

4

11

1-ss29 REQ'D

2 BENT PLATES 415M221/211/2

11

6 8 SP @ 1-0 = 8-0 69-0

TYP 1/4

4

1-01

/ 2

1-ss28 REQ'D

2 BENT PLATES 415M3

8-4

8 7 SP @ 1-0 = 7-0 8

1-01

/ 2

11/2 21/2

TYP 1/4

2 BENT PLATES 415M4

1-01

/ 2

421/211/2

9-06 8 SP @ 1-0 = 8-0 6

1-01

/ 2

TYP 1/4

1-ss29 REQ'D

ONE HANGER415F1 Galv4 11 L6x6x3/8415F1 22 07/8 A363 C6x8.2c15 4 41/2 A36

ONE HANGER415F2 Galv4 11 L6x6x3/8415F2 22 1 A363 C6x8.2c15 4 41/2 A36

2 BENT PLATE415M1 4 22 PL5/16x143/8415M1 8 4 BENT A36

16 WS1/2ss2 0 6 A108

2 BENT PLATE415M2 4 22 PL5/16x143/8415M2 9 0 BENT A36

18 WS1/2ss2 0 6 A108

2 BENT PLATE415M3 4 22 PL5/16x157/8415M3 8 4 BENT A36

16 WS1/2ss2 0 6 A108

2 BENT PLATE415M4 4 22 PL5/16x157/8415M4 9 0 BENT A36

18 WS1/2ss2 0 6 A108

A Oct 1 2014 FOR APPROVAL TC1 Oct 29 2014 FOR FABRICATION MC

Page 15: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1500

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUTSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MPEDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: STEEL DETAILS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

10-2014 10-31-14

GDI

23

33

33

1-9

5

8

6-3

6-6

6-9

10-1

11-10

2-91

/ 22-

91/ 2

21/ 2

4-91/2

19-41/2

23

3 5

8

23

33

33

351

/ 23

33

33

5

8

6-61/2

6-91/2

7-01/2

7-31/2

7-61/2

21-11/2

21-41/2

21-71/2

21-101/2

22-11/2

311 / 1

631

/ 23 / 1

6

5

21/221/2

311 / 1

6

31/ 2

3 / 16

5

21/221/2

911/163/1691/2

911/163/1691/2

31/2

13/413/4

42 2

51/2

23/4 23/4

71/ 2

6-111/2

71/ 2

21-61/2

7-0

15-4

1 / 2

1-37

/ 8

8-0

14-4

1 / 2

2-51

/ 22-

51/ 2

7-7

14-7

21/ 2

2-8

2-8

(1-W

10x3

9x22

-41 / 2

) A9

92 2

2-41

/ 2 (P

/P 22

-41 / 2

)

1/4

1/4

TYP 3/16

3/16

1/4

1/4

SQ C

UT

Wp E

L 175

-81 / 2

EL 16

0-4

EL 15

3-4

W16

x31

EL 16

1-4

W30

x90

W30

x90

BMARK FACE "A"

"SOUTH"GA=51/2

A

EL 17

5-6

EL 16

0-11

32G

7N32

G 7N

A

A

B B

C C

1-PL p88

1-PL p64

1-PL p79CTR'D

1-PL p60CTR'D

1-PL p79CTR'D

1-PL p56CTR'D

Section A-A500C1

Section B-B500C1

Section C-C500C1

ONE COLUMN 500C1WFK

915/16x5/168x1/213/16x13/16

AT GRID: 11 & F

13/ 16

x113

/ 16x1

11/16

11/16

11/16

3 SIDES1/4

1/4

3 SIDES1/4

1/4

ONE COLUMN500C1 5 11 W10x39500C1 22 41/2 S1E A9922 PL3/4x6p79 0 11 A361 PL3/4x5p64 0 83/4 A361 PL1/2x5p60 1 2 A361 PL1/2x5p56 0 9 A361 PL1/2x5p88 0 83/4 A36

FIELD BOLTS2 3/4 Dia A325N 0 21/2 +1HD WASH

28 3/4 Dia A325N 0 2 +1HD WASH

0 Oct 7 2014 FOR APPROVAL MPE1 Oct 31 2014 FOR FABRICATION CR

Page 16: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1505

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUTSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MPEDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: STEEL DETAILS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

10-2014 10-31-14

GDI

23

3 5

8

2-51

/ 22-

51/ 2

21/ 2

5-11/2

19-51/4

23

33

1-9

33

3

5

8

7-6

7-9

10-1

11-10

21-71/4

21-101/4

23

3 5

8

1-71

/ 21-

73/ 4

6-41/2

20-51/2

31/ 4

15/ 8

15/ 8

87/16415/1631/2

311 / 1

6

31/ 2

3 / 16

5

21/221/2

4 22

87/16415/1631/2

311 / 1

6

31/ 2

3 / 16

5

21/221/2

811/163/1681/2

911/16

3/1691/2

97/1641/2

97/1641/2

31/213/413/4

51/2

23/4 23/4

51/2

23/4 23/4

51/223/4 23/4

51/223/4 23/4

7-7

21-103/4

55/16

71/ 2

6-111/2

71/ 2

21-31/4

5

7-7

21/ 2

21-103/4

8-0

14-1

1 / 4

1-6

1-6

8-0

14-1

1 / 4

97/ 8

97/ 8

7-7

14-3

3 / 421

/ 2

2-4

2-4

(1-W

10x3

9x22

-11 / 4

) A9

92 2

2-11

/ 4 (P

/P 22

-11 / 4

)

3/16

3/16

3/16

3/16

TYP 1/4

1/4

3/16

3/16

3/16 113/16

3/16 113/16

1/4

1/4

3/16 113/16

3/16 113/16

TYP 3/16

3/16

SQ C

UT

EL 17

5-51

/ 4EL

161-

4EL

153-

418

K318

LH06

BMARK FACE "A""SOUTH"A

EL 16

1-4

W10

x12

W10

x12

C

EL 17

5-23

/ 4

EL 16

0-11

28G

6N28

G 6N

A

A

B B

C C

D D

E E

1-L a4

1-PL p88

1-L a130

1-PL p75

1-PL p78CTR'D

1-PL p56CTR'D

1-PL p79CTR'D

1-PL p56CTR'D

1-PL p201CTR'D

1-PL p201CNTR

1-PL p198CNTR

1-PL p11CNTR

Section A-A505C1

Section B-B505C1

Section C-C505C1

Section D-D505C1

Section E-E505C1

ONE COLUMN 505C1WFK

915/16x5/168x1/213/16x13/16

AT GRID: 12 & B

9/16x11/16

LEG SHOWN

13/16x1

LEG SHOWN

11/1611/16

11/16

23/4

3/16

3/16

13/ 16

x113

/ 16x1

ONE COLUMN505C1 5 11 W10x39505C1 22 11/4 S1E A9921 L6x6x3/8a130 0 61/2 A361 L6x6x3/8a4 0 6 A361 PL3/4x6p79 0 11 A361 PL3/4x6p78 0 10 A361 PL3/4x6p198 0 6 A361 PL1/2x6p11 0 6 A362 PL1/2x5p56 0 9 A361 PL1/2x5p75 0 83/4 A361 PL1/2x5p88 0 83/4 A362 PL3/8x5p201 0 5 A36

FIELD BOLTS14 3/4 Dia A325N 0 2 +1HD WASH

2 1/2 Dia A307 0 2 +1HD WASH

0 Oct 7 2014 FOR APPROVAL MPE1 Oct 31 2014 FOR FABRICATION CR

Page 17: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1510

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUTSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MPEDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: STEEL DETAILS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

10-2014 10-31-14

GDI

31/2

23

33

3

1-9

33

33

5

8

7-3

7-6

7-9

10-1

11-10

20-91/2

21-01/2

21-31/22

33

1-9

5

8

10-1

11-10

2-51

/ 22-

51/ 2

21/ 2

5-11/2

18-101/2

23

35

8

83/8

21/ 2

21/ 2

83/8

21/ 2

21/ 2

93/841/2

93/847/841/2

31/2

13/413/4

42 2

42 2

51/2

23/4 23/4

6-111/2

20-81/2

71/ 2

6-111/2

71/ 2

20-81/2

7-7

513

-421

/ 2

1-11

1 / 16

2-4

1-11

1 / 16

2-4

(1-W

10x3

3x21

-61 / 2

) A9

92 2

1-61

/ 2 (P

/P 21

-61 / 2

)

TYP 3/16

3/16

TYP3/16 113/16

3/16 113/16TYP 3/16

3/16

SQ C

UT

Wp E

L 174

-101

/ 2

EL 17

4-8

EL 16

1-4

EL 16

0-11

EL 15

3-4

W14

x22

28G

6N

W14

x22

28G

6N

BMARK FACE "A""WEST"

GA=51/2A

A A

B B

1-PL p66

1-PL p66

1-PL p198CNTR

1-PL p56CNTR

1-PL p198CNTR

1-PL p56CNTR

Section A-A510C1

Section B-B510C1

ONE COLUMN 510C1WFK

93/4x5/16715/16x7/1611/8x13/16

AT GRID: 13 & E

13/16x1

11/16

11/1611/16

23/4

31/2

55

ONE COLUMN510C1 5 11 W10x33510C1 21 61/2 S1E A9922 PL3/4x6p198 0 6 A362 PL1/2x5p56 0 9 A362 PL1/2x5p66 0 71/2 A36

FIELD BOLTS16 3/4 Dia A325N 0 2 +1HD WASH

0 Oct 7 2014 FOR APPROVAL MPE1 Oct 31 2014 FOR FABRICATION CR

Page 18: OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4 dia a325n 0 2 1/2 +1hd wash 12 3/4 dia a325n 0 2 +1hd wash 0 sep 15 2014for approval

1515

REV DATE DESCRIPTION BY

QTYSEQMARK

PCTOTALQTY#

SEQDESCRIPTION

LENGTHREMARKS

BILL OF MATERIAL

DRAWINGS PREPARED BY,GLOBAL DETAILING, INC.JOB #: 14-466

CONTRACTOR: OSWALD COMPANY, INC.

JOB NAME: AUTSTIN LANDING (BUILDING LF)

DRAWN BY:

SHEET NO

HOLES:

9500 E. BROAD STREET SUMMIT STATION, OHIO

MPEDATE:

OHIO STEEL INDUSTRIES

13/16" ø UNOJOB NUMBER

FINISH:

14-040

DESCRIPTION: STEEL DETAILS

ARCHITECT: PDT ARCHITECTS, LLC

DATE:

CHK'D BY:

10-2014 10-31-14

GDI

1/2

561

/ 25

61/ 2

4 4

2 2 2 2

12-4

3 / 8

12-8

3 / 8

28-0

3 / 4

28-4

3 / 4

33

8 83

3

12-67/8 6 15-23/8 5-81/4

(1-W18x35x33-101/2) A992 33-111/2 (P/P 34-0)

Wp E

L 161

-4

1-L 3A5 NS/FS113/16 GOL

4 C/C

1-L 3A5 NS/FS4 C/C

(-1/4) (-1/4)

ONE BEAM 515B1WFK

1711/16x5/166x7/1611/8x7/8

13/16x1

IN OSL3

8

TYP 3 SIDES 3/16

1/2

33

3 33

3

(1-W14x22x24-103/4) A992 24-115/8 (P/P 25-0)

Wp E

L 161

-4

1-L 3A5 NS/FS113/16 GOL

4 C/C

1-L 3A5 NS/FS4 C/C

(-3/16) (-3/16)

2 BEAMS 515B2WFK

1311/16x1/45x5/1611/16x13/16

13/16x1

IN OSL TYP 3 SIDES 3/16

1/2

33

6 63

3

(1-W18x35x33-103/4) A992 33-115/8 (P/P 34-0)

Wp E

L 161

-4

1-L 3A5 NS/FS113/16 GOL

4 C/C

1-L 3A5 NS/FS4 C/C

(-3/16) (-3/16)

ONE BEAM 515B3WFK

1711/16x5/166x7/1611/8x7/8

13/16x1

IN OSL TYP 3 SIDES 3/16

1/2

33 3

3

(1-W10x12x11-91/4) A992 11-103/16 (P/P 12-8)

Wp E

L 161

-4

1-L 2B5 NS/FS29/16 GOL

51/2 C/C1-L 2B5 NS/FS51/2 C/C

(-415/16) (-47/8)

ONE BEAM 515B4WFK

97/8x3/16315/16x3/163/4x5/8

13/16x1

IN OSL TYP 3 SIDES 3/16

1/2

33 3

3

(1-W10x12x10-63/4) A992 10-75/8 (P/P 10-8)

Wp E

L 160

-11

1-L 2A5 NS/FS113/16 GOL

4 C/C1-L 2A5 NS/FS4 C/C

(-3/16) (-3/16)

ONE BEAM 515B5WFK

97/8x3/16315/16x3/163/4x5/8

13/16x1

IN OSL TYP 3 SIDES 3/16

1/2

45/16 CUT 61/2 WIDE

45/16 CUT 61/2 WIDE

33

33

3

213 / 1

63 / 1

6

61/ 4

33

33

33

33

351

/ 2

42 2

16-8

15/ 16

17-0

15/ 16

16-115/16 20-315/16

(1-W30x90x37-21/4) A992 37-31/4 (P/P 37-83/8)

1/2

12

1/2

12

1/2

12

BEV CUT

Wp E

L 175

-81/ 2

Wp E

L 174

-21/ 2

1-L 5B5 NS/FS29/16 GOL

51/2 C/C1-L 5A5 NS/FS113/16 GOL4 C/C

(-415/16) (-3/16)

ONE BEAM 515B6WFK

291/2x1/2103/8x5/811/2x11/8

13/16x1

IN OSL13/16x1

IN OSL

17/ 16 51

/ 8

TYP 3 SIDES 3/16

ONE BEAM515B1 5 11 W18x35515B1 33 101/2 A9924 L3x3x5/163A5 0 81/2 A36

FIELD BOLTS8 3/4 Dia A325N 0 2 +1HD WASH

2 BEAM515B2 5 22 W14x22515B2 24 103/4 A9928 L3x3x5/163A5 0 81/2 A36

ONE BEAM515B3 5 11 W18x35515B3 33 103/4 A9924 L3x3x5/163A5 0 81/2 A36

ONE BEAM515B4 5 11 W10x12515B4 11 91/4 A9924 L4x3x5/162B5 0 51/2 A36

ONE BEAM515B5 5 11 W10x12515B5 10 63/4 A9924 L3x3x5/162A5 0 51/2 A36

ONE BEAM515B6 5 11 W30x90515B6 37 21/4 B1E A9922 L4x3x5/165B5 1 21/2 A362 L3x3x5/165A5 1 21/2 A36

FIELD BOLTS12 3/4 Dia A325N 0 2 +1HD WASH

0 Oct 7 2014 FOR APPROVAL MPE1 Oct 31 2014 FOR FABRICATION CR