OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4...
Transcript of OHIO STEEL INDUSTRIES - Global Detailing, Inca992 8 l4x3x 5/16 5b5 1 2 1/2 a36 field bolts 24 3/4...
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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