Commercial Building Tekla Sample2

Plot # 700, Road No 36, Jubilee Hills , Hyderabad-500 033

MOLD TEK

ST.JUDES MEDICAL CENTER, THE PLAZA-II

TECHNOLOGIES LTD. DESIGN DRAWING REFERENCE: MADE BY:

ES

Phone : +91-40-40300300/01/02/03/04, Fax : +91-40-40300328 Web : www.moldtekindia.com

S-103, S-800, S-801

CHECKED BY: AB

DATE: 10/24/2008

M

C

H

DETAILS OF:

MODEL NAME:

2710_MASTER

PLOTTED:

16:18:00

2141, N.H. BLVD., FULLERTON, CA 92835

REV

1

STRUCTURE: ST. JUDE MEDICAL CENTER, THE PLAZA-II LOCATION:

SEQ

JOB NUMBER

2710

FAB

SHEET NUMBER

3D

101/2

1'-41/4

3.6 15'-101/4

1'-41/4

10'-81/2

1'-41/4

1'-41/4

7'-91/2

1'-41/4

3'-81/2

18'-6 1'-41/4

101/2

1'-41/4

5.4

5

101/2

14'-91/4

18'-51/2

7'-11

101/2

101/2

6

(SIM.)

51/2

51/2 W12X106 287'-2

W12X106 287'-2

N

W12X106 287'-2 P

N

A.3 W12X40

K 287'-2 8 8

L

8 8

6

6

E

81/2 W24X146 284'-2

W12X72 287'-2

B

91/2

91/2

91/2

91/2

B B

A

8 8

81/2

A

W24X176 284'-2

W24X176 284'-2

A

8 8

91/2 8 8 81/2

91/2

D

W12X72 287'-2

C

A

W24X176 284'-2

C

LEGEND:

91/2

J

W12x170 EL. XXX'-XX

D.9

W12X72 287'-2

W24X146 284'-2 B

W24X146 284'-2

A

E.1

ANCHOR ROD SETTING DETAIL (REF. AB1001)

B

2) B.O.B. PL. = BOTTOM OF BASE PLATE 3) U.N.O.

8 8

81/2

8 8

81/2

F

W12X50 285'-2

W12X72 285'-2

L

W12X79 285'-2

F

W12X87 285'-2

G

81/2

81/2

81/2

F 81/2

F

W12X72 285'-2

G

(SIM.)

A

40'-111/2

(SIM.)

40'-111/2

10 10

1/2

1'-41/4

1'-41/4

1'-41/4

101/2

9'-11/4

8'-0

12'-103/4

3'-51/4

15'-101/4

18'-6

1/2

10 10 101/2

101/2

18'-6

3'-81/2

WORK THIS DRAWING WITH AB1001

P (SIM.)

51/2

G 10 10

101/2

101/2

A

12/24/07

FOR APPROVAL

2

05/16/08

REVISED FOR FIELD USE

1

05/05/08

REVISED FOR FIELD USE

0

03/31/08

FOR FIELD USE

B

01/14/08

FOR APPROVAL

REV.

101/2

DATE

14'-91/4

18'-51/2

2

2.3

2.5

3

3.2

3.6

TECHNOLOGIES LTD.

4

4.3

4.8

5

5.4

6

6.1 DESIGN DRAWING REFERENCE: MADE BY:

ANCHOR ROD SETTING PLAN (ALL ELEVATIONS NOTED ARE TO B.O.B. PL. UNLESS NOTED OTHERWISE)

MODEL NAME:

2710_MASTER

PLOTTED:

16:09:36

Plot # 700, Road No 36, Jubilee Hills , Hyderabad-500 033

MOLD TEK

7'-11

156'-01/2

1

DESCRIPTION

101/2

101/2

1'-41/4 24'-103/4

W12X170 285'-2

D

(SIM.)

51/2

51/2

N

W12X170 285'-2

M

51/2

W12X170 285'-2

51/2

10 10 10 10

W12X170 285'-2

D

51/2

W12X170 285'-2

D

10 10

W12X170 285'-2

G

= UNLESS NOTED OTHERWISE

8 8

8 8 81/2

8 8

6 81/2

6

A

E

27'-51/2

H

1'-31/2

W12X50 287'-2

B

B.O.B. PL.ELEVATION

1)

27'-51/2

E.1

W12X58 287'-2

81/2

W24X146 284'-2

1'-31/2

1'-31/2

61/2

81/2

8 8

8 8

COLUMN SHAPE & SIZE

D.8

91/2

3'-0

91/2

91/2

61/2

91/2

1'-31/2

7 7

6

8 8

6

3'-0

61/2

61/2

D.8

1'-31/2

1'-31/2

91/2

E

180'-91/2

E

A

W24X176 284'-2

1'-31/2

W12X72 287'-2

D.1

24'-0

C

81/2

81/2

W12X72 287'-2

1'-31/2

W24X176 284'-2

24'-0

180'-91/2

1'-31/2

81/2

61/2

81/2

81/2

1'-31/2

8 8

91/2 1'-31/2

91/2

91/2

61/2

D

D.9

C.1

C

C

1'-31/2

91/2

D.1

C

27'-51/2

E

W12X72 287'-2

1'-31/2

C

W12X72 287'-2

1'-31/2

W12X72 287'-2

27'-51/2

C.1

W24X176 284'-2

81/2

1'-31/2

81/2

61/2 61/2

B.9

61/2 61/2

81/2

8 8

81/2

8 8 81/2

B.9

91/2

1'-31/2

91/2

1'-31/2

91/2

1'-31/2

91/2

C

A.9

27'-51/2

W12X72 287'-2

W12X72 287'-2 A

W24X146 284'-2

1'-31/2

91/2

B

1'-31/2

91/2

81/2

W24X146 284'-2

27'-51/2

1'-31/2

B

81/2

A.9

A.7

61/2

81/2

8 8

81/2

81/2

8 8

91/2

1'-31/2

1'-31/2

10'-101/2

91/2

10'-101/2

W12X40 287'-2

A.5

3'-0

(SIM.)

1'-31/2

3'-0

8 8

7'-3

6

W12X106 287'-2 M

H

K

61/2

A.7

11/16

A

8 8

W12X40 287'-2

W12X40 286'-2

6 6

11/16

A.3

A.5

51/2

6'-1

51/2

A

6.1

6

8 8

51/2

1'-41/4

4.8

4.3

4

156'-01/2

3'-51/4

101/2

6

3.2

6'-1

101/2

12'-103/4

51/2

6

9'-11/4

8'-0 101/2

3

7'-3

24'-103/4

2.5

51/2

2.3

2

51/2

1

MAK


S-101, S-201

CHECKED BY: SGP

DATE: 12/24/2007

DETAILS OF:

ANCHOR ROD PLAN

STRUCTURE:

ST. JUDE MEDICAL CENTER, THE PLAZA-II

LOCATION:


M

C

H

SEQ

1 JOB NUMBER

2710

FAB

REV

2 SHEET NUMBER

AB1000

W-COL. W-COL.

( A912 ) (2)- 1"Ø ANCHOR_ROD A307 W/ 3/4" THK. PL. WASHER

PROJ.

1'-0

EMBED.

N.S.G

B.O.B PL. REF. PLAN

51/4

1/2

2

PROJ.

TYP.

51/2 1'-0

2

EMBED.

2'-6

B.O.B PL. REF. PLAN

1/2

N.S.G

PROJ.

71/2 2

N.S.G

TYP.

( A932 ) 3/16" THK. TEMPLATE




EMBED.

W-COL.

1/2

PROJ.

65/8 2

PROJ.


TEMPLATE

( A927 ) 3/16" THK. TEMPLATE (924A) @ SIM.

1'-8

( A926 )

3/16" THK.

B.O.B PL. REF. PLAN

TYP.

W-COL.

( A921 ) (8)- 1 1/2"Ø ANCHOR_ROD A449 W/ 3/4" THK. PL. WASHER

B.O.B PL. REF. PLAN

1/2

N.S.G

1'-8

N.S.G

2

EMBED.

1'-0



1-3Ø GROUT HOLE IN BASE PL.

3

3'-1

DETAIL - A

(6-LOCATIONS)

(6-LOCATIONS)

3 8

4 - 1 5/16 Ø HOLES IN BASE PL.

8

8 3

DETAIL - C

DETAIL -B

3

3

3


8

1'-31/2

3

3

1'-31/2

6-2Ø HOLES IN BASE PL.

81/2

81/2

1'-10


81/2

3

81/2

3

3

10 10

3

1'-11 1-3Ø GROUT HOLE IN BASE PL.

2'-2 3

3'-1

(8-LOCATIONS)

10

3


3

10

1'-11

3

3

1'-31/2

3

3

1'-31/2

3

3

91/2 91/2

91/2

3 8 8

1'-10


2'-2

1'-10

3 3

3

81/2

91/2

81/2

2'-1

3

3

1'-11

1-3Ø GROUT HOLE IN BASE PL.

2'-1

2

B.O.B PL. REF. PLAN

TYP.

B.O.B PL. REF. PLAN

51/2

1/2

1/2

EMBED.

PROJ.

TYP.

65/8


N.S.G

TYP.



EMBED.

W-COL.


W-COL.

DETAIL - F

DETAIL - D

DETAIL- E

(3-LOCATIONS)

(3-LOCATIONS)

(1-LOCATION)

W-COL. W-COL.

8

8

3

8

71/2

PROJ. EMBED.

N.S.G

2

B.O.B PL. REF. PLAN

2'-0

(920A) @ SIM.

1/2

( A930 )

3/16" THK.

TEMPLATE

( A941 ) 3/16" THK. TEMPLATE (928A) @ SIM. 1'-10

8

PROJ.

51/4 1'-0

B.O.B PL. REF. PLAN

1/2

N.S.G

TYP.

EMBED.

( A925 ) 3/16" THK. TEMPLATE (928A) @ SIM.


( A905 ) (2)- 1"Ø ANCHOR_ROD A307 W/ 3/4" THK. PL. WASHER TYP.

2

PROJ. EMBED.

51/4 1'-0

N.S.G

EMBED.

2

51/4 1'-0

N.S.G

2

EMBED.

1'-0

N.S.G

2

EMBED.

3

3

1/2


3

3

8

4'-0

1'-10 8

3

3

8

8

3

3

101/2

101/2

101/2

101/2

3

DETAIL - J

(2-LOCATIONS)

(2-LOCATIONS)

(1-LOCATION)

6 3

1'-5

1'-6

6


3 51/2 51/2 3

3

3 6 6

1'-6

3

3

DETAIL - H DETAIL - G


3

7

6 3

8

HOLES IN BASE PL.


1'-8

6


1'-6

8 1'-10

4 - 1 5/16 Ø

7

3

3

3

3

3

W-COL.


1'-10

1'-10

81/2

B.O.B PL. REF. PLAN


1'-11

( A902 ) (2)- 1"Ø ANCHOR_ROD A307 W/ 3/4" THK. PL. WASHER TYP.

B.O.B PL. REF. PLAN


81/2

1/2

PROJ.

TYP.

B.O.B PL. REF. PLAN




PROJ.

1/2

51/4

PROJ.

TYP.

6 1'-0

2

B.O.B PL. REF. PLAN

1/2

N.S.G

TYP.

( A911 ) (2)- 1"Ø ANCHOR_ROD A307 W/ 3/4" THK. PL. WASHER (907A) @ SIM.

( A910 ) (2)- 1"Ø ANCHOR_ROD A307 W/ 3/4" THK. PL. WASHER (906A) @ SIM.



W-COL.

W-COL.

W-COL.

DETAIL - K

DETAIL - L

(2-LOCATIONS)

(2-LOCATIONS)

11/16 1/2" @ SIM

10-2" DIA HOLES IN BASE PL.

C.L

DETAIL - M (2-LOCATIONS)

W-COL. W-COL.


1/2

TEMPLATE

71/2

PROJ.

2'-0

EMBED.

N.S.G

PROJ. EMBED.

( A931 )

3/16" THK.

B.O.B PL. REF. PLAN

2

71/2 N.S.G

B.O.B PL. REF. PLAN

2'-0

1/2

2

TYP.

TYP.

( A915 ) (10)- 1 1/2"Ø ANCHOR_ROD A449 W/ 3/4" THK. PL. WASHER (920A)@ SIM


LEGEND: B.O.B.PL. EA. N.S.G U.N.O -

BOTTOM OF BASE PL. EACH NON-SHRINK GROUT UNLESS NOTED OTHERWISE

WORK THIS DRAWING WITH AB1000

FOR COLUMN SIZE AND ORIENTATION REF. PLAN

A

12/24/07

FOR APPROVAL

0

03/31/08

FOR FIELD USE

B

01/14/08

FOR APPROVAL

1'-41/4

1'-41/4

1'-41/4 5'-11

DETAIL - N (3-LOCATIONS)

1'-41/4

3 10 - 2 Ø HOLES IN BASE PL.

3

101/2

101/2

101/2

101/2

4'-0

DETAIL - P (2-LOCATIONS)

MODEL NAME:

2710_MASTER

PLOTTED:

16:15:08

DATE

DESCRIPTION Plot # 700, Road No 36, Jubilee Hills , Hyderabad-500 033

MOLD TEK TECHNOLOGIES LTD. 1'-5

3 51/2 51/2 3

3

11/16 1/2" @ SIM 1'-5

3 51/2 51/2 3

REV. C.L

DESIGN DRAWING REFERENCE: MADE BY:

3

10 - 2 Ø HOLES IN BASE PL.

MAK


S-101, S-201

CHECKED BY: SGP

DATE: 12/24/2007

DETAILS OF:

DETAILS OF ANCHOR BOLT PLAN

STRUCTURE:


LOCATION:


M

C

H

SEQ

1 JOB NUMBER

2710

FAB

REV

0 SHEET NUMBER

AB1001

6'-1

16

1229A W14X 22

16

7'-3 1412A W14X22

1536A W16X26 C=3/4

1519A W16X26 C=3/4

1517A W16X26 C=3/4

3'-0

1'-0

11'-5 84'-31/2

28'-0 61/2

C

4 TYP

10'-0

C.1

1406A W14X22

TYP

TYP. 2A E1012 9'-4

1812A (2)- L4X4X3/8

1540A W16X31 C=1

B.9 61/2

1133A W24X55

9'-111/2

2C E1012 1159A W27X94

7'-89/16 1'-313/16

6'-03/4

1175A W18X40

1 W 038 24 A X1 76

1540A W16X31 C=1

61/2

2'-81/2 4'-61/16 1340A W16X26

1177A W18X40

1111A W21X44

6'-01/2

1812A (2)- L4X4X3/8

EOS

1193A W14X22

EOS

4'-23/16

3'-81/2

1176A W18X40

1812A (2)- L4X4X3/8

EOS 2'-2

B

28'-0

8

2 E1021

1434A W24X55 [38]

EOS

1207A W14X22

6'-4

1467A W14X22

1254A W14X22

1199A W14X22

1431A W21X44 [55] 1 W 010 12 A X7 2

1'-4

8

9'-4

1812A (2)- L4X4X3/8

1 E1021

A.9

5'-101/2

1812A (2)- L4X4X3/8

8'-113/16

1 W 042 24 A X1 76

1 W 041 12 A X7 2

1466A W14X22

1156A W27X94

1109A W21X44 [40]

[44]

1 W 027 12 A X7 2

9'-4

1382A W16X26

1'-8

1 W 031 24 A X1 46

1407A W14X22 1197A W14X22

1'-0

61/2

1415A W14X22

1472A W14X22

1554A W14X22

1517A W16X26 C=3/4

1484A W16X26 C=3/4

1208A W14X22

28'-0

1812A (2)- L4X4X3/8

1507A W14X22

1812A (2)- L4X4X3/8

1196A W14X22

1'-2

1445A W16X26 C=3/4

1330A W16X26

1463A W14X22

1251A W14X22

1507A W14X22

1318A W16X26 C=3/4

8

1198A W14X22

1224A W14X22

1332A W14X22

1174A W18X40

1195A W14X22

6'-01/2

TYP EOS

1414A W14X22

1339A W16X26

1194A W14X22

8'-71/2 1471A W14X22

1437A W16X31 C=1

A.7

1'-0 1333A W16X26

1812A (2)- L4X4X3/8

9'-10

1812A (2)- L4X4X3/8

1557A W16X26 C=3/4

1 W 037 24 A X1 76

1812A (2)- L4X4X3/8

H E-1013

1179A W18X40 C=3/4

1462A W14X22

1130A W24X55

1285A W24X55

1186A W18X40

[38]

8'-8

1190A W14X22

2'-0

1132A W24X55

1131A W24X55

6'-03/4

1519A W16X26 C=3/4

1517A W16X26 C=3/4

1 W 020 12 A X4 0

5'-81/2

1110A W21X44 [55]

9'-3

TYP

10'-0

1 W 040 12 A X7 2

1 W 009 24 A X1 46

1484A W16X26 C=3/4

1242A W16X26

2'-10

[40]

1107A W21X44

TYP

1519A W16X26 C=3/4

1413A W16X26

A.5 4'-41/4

1191A W14X22

4'-41/4

6'-107/16

2'-103/8

6'-0 10 W 21 12 A X4 0

1401A W14X22

R3

6'-107/16

A.3

6'-9 1/

10'-0

1812A (2)- L4X4X3/8

9'-4

1812A (2)- L4X4X3/8

1157A W27X94

1327A W16X26 61/2

6'-9 1/

6'-107/16

1436A W16X31 C=1

61/2

16

1230A W14X 22

1233A W16X31 C=1

6'-9 1/

1231A W14X 22

1232A W14X 22

1228A W14X22

1513A W14X22

1533A W14X22

1508A W14X22

1507A W14X22

1517A W16X26 C=3/4

1484A W16X26 C=3/4

1208A W14X22

EOS

TYP

A E-1013

16

1506A W16X31 C=1

1812A (2)- L4X4X3/8

9'-4

1812A (2)- L4X4X3/8

5

C.1

1'-0

51/2

1'-0

EOS

EOS

B E-1013

A

1148A W14X22

6'-9 1/

1816A BENT-PL.

1444A W16X26 C=3/4

1 W 026 12 A X7 2

1464A W14X22

1441A W14X22

[40]

1492A W21X44

1170A W18X40 1 W 014 12 A X7 2

1 W 012 24 A X1 46

1507A W14X22

C

1178A W14X22

16

1518A W16X26 C=3/4

1318A W16X26 C=3/4

1557A W16X26 C=3/4

1346A W21X50

1812A (2)- L4X4X3/8

B.9

6'-53/8

9'-3 1483A W16X26 C=3/4

1484A W16X26 C=3/4

1172A W18X40

1325A W16X26

6'-9 1/

5'-21/8

[44]

7'-21/2 61/2

1811A (2)- L4X4X3/8

1542A W16X26 C=3/4

6'-81/4

7'-11

6'-61/2

1 W 013 12 A X1 06

1811A (2)- L4X4X3/8

1 W 015 12 A X1 06

1811A (2)- L4X4X3/8

1811A (2)- L4X4X3/8

1 W 028 12 A X1 06

1817A (2)- L4X4X3/8

1811A (2)- L4X4X3/8

1 W 003 12 A X1 06

8

1356A W24X62

18'-51/2 6'-111/8

7'-1

1178A W16X31 - FRAME

6.1

6

14'-91/4

1836A BENT_PLATE

10'-0

1521A W21X50

B

3'-81/2

18'-6

TYP.

1523A W24X62

1535A W16X26 C=3/4

5.4

5

1249A W14X22

11'-5 6'-8

7'-91/2

7

7

1537A W16X26 C=3/4

1 W 019 12 A X4 0

3'-0

7'-9

28'-0

2A E1012

10'-81/2

4.8

1532A W16X26

1494A W14X22

84'-31/2

13'-81/4

2'-2

4.3

4

1143A W16X31

A.7

A.9

16'-6

1147A W16X31 9

A.5

1144A W16X31

4'-2

4'-3

7'-3

TYP.

3'-51/4

1493A W24X62

1243A W16X26

2A E1012

111/2

12'-103/4

9'-11/4

7'-81/2

EOS

1166A HSS16X4X.375

6'-1

2A E1012

3.6

3.3

9'-31/2

1 W 005 12 A X4 0

A

3.2

3

1811A (2)- L4X4X3/8

17'-11/4

15'-71/4 1167A HSS16X4X.375

2.5

165'-41/2

24'-103/4

9'-4

A.3

2.3

2

1811A (2)- L4X4X3/8

1

1811A (2)- L4X4X3/8

0

1405A W14X22

0

2

1

1.

INDICATES BRACE ABOVE. REF.E1006 FOR BRACING ELEVATIONS AND PIECEMARKS.

2.

INDICATES BRACE BELOW. REF.E1006 FOR BRACING ELEVATIONS AND PIECEMARKS.

3.

INDICATES DRAG CONNECTION PER DETAIL 3/E1012.

4.

INDICATES FULL HEIGHT STIFFENER CONNECTION PER DETAIL 3/E1011.

5.

INDICATES MOMENT CONNECTION PER DETAIL. 1/E1011.

6.

INDICATES MOMENT FRAME CONNECTION. SEE ELEVATION DRG. E1007 FOR DETAILS.

7.

[#]

8.

C=#

9.

2.3

2.5

3

3.2

3.3

3.6

4

4.3

4.8

5

INDICATES # OF SHEAR STUDS REQUIRED. INDICATES BEAM CAMBER AT MID SPAN. INDICATES LOCATION OF SHEAR PL.

SECOND FLOOR FRAMING PLAN (T/STEEL EL. 303'-11 3/4 U.N.O)

61/2

MATCHLINE

ALL SHEAR LUGS ON NORTH AND EAST ENDS OF BEAM U.N.O.

REF.E1001 FOR CONTINUATION.

6.1

5

10/24/08

REVISED FOR EOS CHANGES AS MARKED

4

10/06/08

REVISED AS MARKED

3

09/30/08

REVISED AS MARKED

2

08/04/08

FOR FIELD

1

06/30/08

REVISED AS MARKED

0

06/20/08

FOR FIELD USE

B

03/05/08

REVISED AS MARKED

A

02/14/08

FOR APPROVAL

REV.

ERECTOR NOTE:

DATE

DESCRIPTION

WORK THIS SHEET W/ E1001, E1014 , E1021 & E1022 Plot # 700, Road No 36, Jubilee Hills , Hyderabad-500 033

MOLD TEK NOTES:

TECHNOLOGIES LTD.

1. TOP OF STEEL OF ALL FRAMING BEAMS IS EL. 303'-11 3/4 U.N.O. 2. REFER E1006 &E1007 FOR BRACING ELEVATIONS AND PIECEMARKS.

4. REFER E1022 FOR ELEVATOR FRAMING PLAN.

DESIGN DRAWING REFERENCE: MADE BY:

ES

DETAILS OF:


S-103, S-800, S-801

CHECKED BY: AB

DATE: 10/24/2008

M

C

H

2ND FLOOR PLAN- SHEET 1 OF 2 2141, N.H. BLVD., FULLERTON, CA 92835

SEQ

REV

1

STRUCTURE: ST. JUDE MEDICAL CENTER, THE PLAZA-II LOCATION:

14:49:02

1405A

6

5.4

D.1

1335A

1496A

1474A 1435A

3. REFER DETAIL 1/E1012 FOR TYPICAL DBL. ANGLE BRACE CONNECTION DETAIL.

PLOTTED:

9'-4

1 W 036 24 A X1 76

1 W 000 12 A X7 2

1112A

1481A

1192A

1154A

1108A

1 W 034 24 A X1 76

1 W 029 12 A X7 2

1551A 1485A

D

1812A (2)- L4X4X3/8

LEGEND:

2710_MASTER

1522A W21X55

7'-9

REF.E1001 FOR CONTINUATION.

MODEL NAME:

1334A W16X26

1497A W27X94

1350A W21X55

1812A (2)- L4X4X3/8

1482A

MATCHLINE

1428A W21X44 C=3/4 [55]

9'-4 1446A W16X26 C=3/4

1473A W14X22

1318A W16X26 C=3/4

1534A W14X22

1155A W27X94

[50]

1430A W21X44

1205A W14X22

1 W 024 12 A X7 2

1171A

1158A

1465A

1252A

1461A

1812A (2)- L4X4X3/8 1329A

1558A W16X26 C=3/4

1812A (2)- L4X4X3/8

[36]

1'-7

D.1

1812A (2)- L4X4X3/8 [44]

1286A W14X22

1290A W24X55

1151A W24X55

9'-4

1812A (2)- L4X4X3/8

1 W 035 24 A X1 76

61/2

D

1378A W27X94

1559A W16X26

TYP.

1180A W18X40 C=3/4

2A E1012

JOB NUMBER

2710

FAB

5 SHEET NUMBER

E1000

BILL OF MATERIAL LENGTH AB

MARK

QTY

DESCRIPTION

FT.

IN.

CVN

TOTAL

REQD

WEIGHT

REMARKS

MATERIAL

4 - 11/16Ø 1 - 23/8Ø

3

D

1007

35'-73/4

DET. A

p153 (B/S) 5/16 5/16

35'-3"

PL1"X17"

5'-11"

p85

4

PL5/8"X5 13/16"

10 13/16"

35 A36

1

PL1"X9 1/2"

1'-4 3/4"

44 A36

4

1" Ø BOLT

2

PL1 1/4"X32 7/16"

p118

2

PL3/8"X10"

1'-6"

40 A36

p144

4

PL1/2"X7 1/2"

1'-1"

53 A572-50

p153

4

PL1/2"X4"

1'-4"

26 A36

815/16 815/16

3

GRADE

1" Ø BOLT

A325N_TC

3"

p106

7/8

815/16

3 5/16 5/16

10 - 2"Ø

815/16

p144

p144

3/16

B

815/16

p144 (N/S)

p144 (N/S)

117/16

2'-03/16

2'-03/16

49/16

03/05/08

REVISED AS MARKED

0

05/07/08

FOR FABRICATION

1

06/09/08

FIELD BOLT LIST ADDED

REV.

DATE

DESCRIPTION SHOP NOTES

FACE AS THE DIRECTION MARK NEAR THE COLUMN BASE.

North

12

B

3. COLUMN PIECE MARK IS TO APPEAR ON THE BOTTOM OF THE BASE AND ON THE SAME COLUMN

4 - 1 1/16 Ø Holes in column

p153

117/16

p153

D-D

4.

INDICATE PAINT STRIPE SIDE. MARK

IN AREA ADJACENT TO CONNECTION FOR FIELD USE.

5. RD" INDICATE RUNNING DIMENSIONS TO THIS POINT 6. All FULL PENETRATION WELDS SHALL BE UT TESTED IN ACCORDANCE WITH AWS D1.1. UNLESS DIRECTED OTHERWISE BY CONTRACT SPECIFICATIONS. 7. WELDING TO CONFORM TO AWS SPECIFICATIONS. ELECTRODES: E70XX - LOW HYDROGEN 8. DEBURR ALL HOLES U.N.O.

2 - 11/16Ø

ALL MATERIAL THIS DRAWING IS CODE #

U.N.O.

ERECTION DRAWING REFERENCE: DESIGN DRAWING REFERENCE:

2

SSPC-SP2 U.N.O. NO PAINT U.N.O.

CLEAN: PAINT:

R 3/8

R 3/8

3/4

3/4

A

RELEASED FOR FABRICATION BY____________DATE___________

ALL MATERIAL TO BE ASTM A992 U.N.O.

3/4

3/4

p106 Ctr'd

2'-101/16

1' -0

p106 Ctr'd

RD

2'-101/16

SQ.CUT

FOR APPROVAL

OPEN HOLES: 15/16" U.N.O.

APPROVAL/REVIEW AUTHORITY: PLEASE REVIEW THIS DRAWING CAREFULLY. IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE OF THE INFORMATION SHOWN ON THE CONTRACT DOCUMENTS AND/OR ARCHITECTUAL AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSINILITY OF THE BUYER. UNLESS NOTED TO THE CONTRARY ON THIS DRAWING, WHEN IT IS RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE THE AFFIRMATION OF THE APPROVAL / REVIEW AUTHORITY. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER SUBMISSION WILL BE CONSIDERED AS CONTRACT CHANGES.

Plot # 700, Road No 36, Jubilee Hills , Hyderabad-500 033 Phone : +91-40-40300300/01/02/03/04, Fax : +91-40-40300328 Web : www.moldtekindia.com

MOLD TEK TECHNOLOGIES LTD.

1

EL287'-2

RD

02/14/08

2. PIECE MARK LEFT END AS DETAILED ON NEAR SIDE OF MEMBER

81/4

-0 1'

A

A

1. BEAMS AND COLUMNS THAT BECOME BENT OR DISTORTED DURING SHIPPING, HANDLING. PUNCHING, WELDING, ETC. MUST BE STRAIGHTENED

12

81/4

p153

49/16

8 - 11/16Ø

815/16

p94

49/16

15'-43/8 3 3 3 73/8

3SIDES TYP. @p118.

8 - 11/16Ø

15'-43/8 3 3 3 73/8

p153

49/16

3

3/16

3

1/4

B

p118

B-B

C-C

815/16 815/16

1/4

1/4

815/16

p118

3

5/16 5/16

3SIDES TYP.

1'-41/4

A-A

2 - 13/16Ø Safety hole

1'-9

1'-41/4

p10

19'-0

35'-3

EL303'-113/4

1'-41/4

TYP @p144

p144

51/2

1'-41/4

1/4

36'-03/4 (W12X106 x 35'-3")


ONE - WF_COLUMN - A1028 12:59:23

815/16

85/8

p144 (N/S)

p144 (N/S)

28'-103/8 3 3 3 73/8

8 - 11/16Ø

TYP.

PLOTTED:

5062

LENGTH

BOLT DESCRIPTION

4

C

8 - 11/16Ø

p10

3/A

763 A572-50

85/8

QTY


2

GRID LOCATION

SHOP BOLT

p144

2 - 11/16Ø

2710_MASTER

3'-4 3/8"

51/2

3

C

15'-23/4 3 3 3 3 3 3

1'-6

p118 p85

A325N_TC

TOTAL WEIGHT

3

5/16 5/16

MODEL NAME:

3"

TYP

p106

51/8

p85

342 A572-50

p106

1'-9 p85

3741 A992

p94

32'-6 p85 p118

1'-6 28'-71/4

W12X106

1

3

28'-103/8 3 3 3 73/8

85/8

28'-83/4 3 3 3 3 3 3 EL317'-53/4

51/8

15'-11/4

1

p10

BOLT QTY'S ARE FOR ONE ASSEMBLY ONLY 2 - 13/16Ø Safety hole

85/8

A1028

4 43/4 4

2 - 11/16Ø

p153 (B/S)

MILL CUT

35'-61/2 3

83/4

p153 (B/S)

EL322'-6

p153 (B/S)

3

p94 (F/S)

34'-9

D

p94

3/8 3/8

1/2 1/2

TYP.

MADE BY:

DETAIL A

AMK

CHECKED BY:

AB

DATE:

02/10/2008

DETAILS OF:

COLUMN

STRUCTURE:


LOCATION:


M

C

JOB NUMBER

2710

H

SEQ

REV

1

1

FAB

SHEET NUMBER

A1028

BILL OF MATERIAL

p92

2 - 11/16Ø

4 - 11/16Ø

p146 (F/S)

D

1'-27/8

m15

1

W24X146

2'-11 1/2"

432 A992

101006

m17

3

37'-9

3

D

p162

5/16 5/16

30'-1113/16

A325N_TC

p21

1

PL1"X25"

3'-1"

p92

1

PL1"X16 3/4"

1'-9"

99 A36

p146

1

PL1/2"X6"

1'-10"

18 A572-50

p148

1

PL1/2"X6"

1'-10"

18 A572-50

p153

4

PL1/2"X4"

p162

8

PL3/4"X6 1/8"

1'-10 9/16"

p164

4

PL5/8"X6 1/8"

1'-10 9/16"

88 A36

p171

2

PL3/8"X10 1/16"

1'-7 1/2"

35 A36

p227

2

PL1/2"X6"

1'-7"

31 A572-50

p237

1

PL3/8"X7 1/2"

1'-1"

9 A572-50

p354

1

PL3/8"X7 1/2"

1'-1"

9 A572-50

p962

4

PL1"X6 1/8"

p963

2

PL3/8"X10 1/16"

p964

24

PL3/4"X6"

SHOP BOLT

260 A572-50

1'-4"

26 A36 212 A572-50

1'-10 9/16"

141 A572-50

1'-7 1/2"

35 A36

1'-10 7/16"

635 A572-50 8157

TOTAL WEIGHT

BOLT QTY'S ARE FOR ONE ASSEMBLY ONLY

3 3 3

33'-2

GRADE

BOLT DESCRIPTION

LENGTH

3

7/8 Ø BOLT

2 1/2"

A325N_TC

3

7/8 Ø BOLT

2 1/2"

A325N_TC

QTY

32'-15/16

51/2 51/2

1'-9 22'-0 1'-27/8

3

C

B

m17

p237 (F/S)

02/14/08

FOR APPROVAL

0

05/07/08

FOR FABRICATION

1

05/30/08

REVISED FOR FABRICATION

2

06/09/08


3

08/04/08

REVISED AS MARKED

DATE


1. BEAMS AND COLUMNS THAT BECOME BENT OR DISTORTED DURING SHIPPING, HANDLING. PUNCHING, WELDING, ETC. MUST BE STRAIGHTENED 2. PIECE MARK LEFT END AS DETAILED ON NEAR SIDE OF MEMBER 3. COLUMN PIECE MARK IS TO APPEAR ON THE BOTTOM OF THE BASE AND ON THE SAME COLUMN FACE AS THE DIRECTION MARK NEAR THE COLUMN BASE. 4.



5. RD" INDICATE RUNNING DIMENSIONS TO THIS POINT

4'-0 DET. B

A

REV.

18'-75/16

51/2

3 3 3

19'-8

8 - 11/16Ø

51/2

3SIDES TYP @ p171,p963

p162

1'-33/8

p148 (F/S) 17'-513/16

p164

18'-113/16

p164

2 1/2"

7/8 Ø BOLT

SHOP BOLT

432 A992

WORK THIS SHEET WITH 1012A.2

C

18'-4 23/4 23/4 23/4 23/4 23/4

p963

A325N_TC

2'-11 1/2"

W24X146


6 - 15/16Ø

p963

2 1/2"

7/8 Ø BOLT

1


p162

6 - 15/16Ø 18'-4 23/4 23/4 23/4 23/4 23/4 1 18'-0 /2

p354 (F/S)

6. All FULL PENETRATION WELDS SHALL BE UT TESTED IN ACCORDANCE WITH AWS D1.1. UNLESS DIRECTED OTHERWISE BY CONTRACT SPECIFICATIONS.

4'-0 West

p162

815/16

38'-3


22'-0

1'-9

57/16

815/16

31'-713/16

p162 39'-03/4 (W24X146 x 38'-3")

p162

31'-10 23/4 23/4 23/4 23/4 23/4

31'-10 23/4 23/4 23/4 23/4 23/4 1 31'-6 /2

p164

REMARKS

MATERIAL

101006

8 - 11/16Ø

p164

TOTAL WEIGHT

5595 A992

4 1'-33/8

CVN REQD

38'-3"

1'-9 p162 p171

IN.

W24X146

35'-6


815/16

FT.

1

5/16 5/16

57/16 815/16

p162 p171

DESCRIPTION

A1012

p153 (B/S)

p153 (B/S)

1'-9 2 - 13/16Ø Safety hole

QTY

1011

DET. C

TYP

35'-6

MARK

2 - 11/16Ø

38'-73/4

3 3

AB

3

MILL CUT

38'-61/2

3

83/4

EL322'-6

p153 (B/S)

p153 (B/S)

LENGTH

E

4

E

43/4

1 - 23/8Ø p92 (F/S)

1'-33/8

1'-33/8

5/16 5/16

7. WELDING TO CONFORM TO AWS SPECIFICATIONS. ELECTRODES: E70XX - LOW HYDROGEN 8. DEBURR ALL HOLES U.N.O.

TYP. CJP (TYP)

(TYP.)

m15

B


U.N.O.

ERECTION DRAWING REFERENCE:

p962

p962 43/4 43/4 101/4

RD

43/4 43/4 101/4

A

ONE - SSDA_COLUMN - A1012

1/B-A.9 MODEL NAME:

2710_MASTER

PLOTTED:

14:08:39

SSPC-SP2 U.N.O.

PAINT:

NO PAINT U.N.O.




MOLD TEK TECHNOLOGIES LTD. MADE BY:

DET. A GRID LOCATION

CLEAN:

A

1

RD 25/8

p962

SQ.CUT

p962



EL284'-2

2'-21/4

DESIGN DRAWING REFERENCE:

MAK

CHECKED BY:

AB

DATE:

1202688000

M

C

H

1

DETAILS OF: STRUCTURE: ST. JUDE MEDICAL CENTER, THE PLAZA-II LOCATION:


SEQ

JOB NUMBER

2710

FAB

REV

3 SHEET NUMBER

1012A.1

1'-31/2

1'-31/2 6-2

p21

Ø

91/2

43/8 43/8 43/8 43/8 43/8

1'-115/8

1'-115/8

43/8 43/8 43/8 43/8 43/8

PJP TYP.

6- p964

45

91/2

3

6- p964 p227

1-3 A-A

p227

Ø GROUT HOLE

6- p964

m17

1/2 1/2

6- p964

CJP TYP.

1'-33/8

1'-27/8

B-B

45

3

TYP.

65/16 p963 p162 1'-33/8 45

3

65/16

p237

p354

3/4 3/4

p146 1/4

815/16

TYP

3/4

p162

3/4

3/16

1/4

815/16

5/16 5/16

21/16

21/16

p171

3/16

p162

R 3/ 8

p148

1'-27/8

R 3/8

815/16

PJP

DETAIL-C

815/16

65/16

p963

p162

C-C

p171 1'-27/8

65/16

1'-27/8

p153 415/16

415/16

415/16

415/16

p153

4 - 1 1/16

Ø

02/14/08

FOR APPROVAL

0

05/07/08

FOR FABRICATION

1

05/30/08

REVISED FOR FABRICATION

2

06/09/08


3

08/04/08

REVISED AS MARKED

REV.

CJP

DATE


1. BEAMS AND COLUMNS THAT BECOME BENT OR DISTORTED DURING SHIPPING, HANDLING. PUNCHING, WELDING, ETC. MUST BE STRAIGHTENED 2. PIECE MARK LEFT END AS DETAILED ON NEAR SIDE OF MEMBER

p21

Holes in column

p153

D-D

A

3. COLUMN PIECE MARK IS TO APPEAR ON THE BOTTOM OF THE BASE AND ON THE SAME COLUMN FACE AS THE DIRECTION MARK NEAR THE COLUMN BASE.

K-K

p153

4.



5. RD" INDICATE RUNNING DIMENSIONS TO THIS POINT 6. All FULL PENETRATION WELDS SHALL BE UT TESTED IN ACCORDANCE WITH AWS D1.1. UNLESS DIRECTED OTHERWISE BY CONTRACT SPECIFICATIONS.

E-E CJP TYP



U.N.O.


21/2

21/2

615/16

615/16




12

17/8

K

17/8

12

CLEAN:

SSPC-SP2 U.N.O.

PAINT:

NO PAINT U.N.O.


13/4

K

R 3/8

p21

R 3/8

13/4




CJP TYP. CJP TYP MADE BY:

DETAIL-A DETAIL B

MAK

2710_MASTER

PLOTTED:

12:28:18

AB

DATE:

1202688000

M

C

H

STRUCTURE: ST. JUDE MEDICAL CENTER, THE PLAZA-II 2141, N.H. BLVD., FULLERTON, CA 92835

SEQ

1

DETAILS OF:

LOCATION: MODEL NAME:

CHECKED BY:

JOB NUMBER

2710

FAB

REV

3 SHEET NUMBER

1012A.2

BILL OF MATERIAL

43/4 43/4 615/16

p149

p149

415/16

415/16

p149 5/16 5/16

TYP A-A

QTY

1'-31/4

p163 (B/S)

13:00:16

p601

71 A36

1'-7"

62 A572-50

PL3/8"X10 1/8"

1'-4 3/4"

15 A36

1

PL3/8"X10 1/8"

1'-4 3/4"

15 A36

p609

2

PL3/8"X10 1/8"

1'-7 1/2"

35 A36

p975

1

PL5/8"X6"

9"

4 A572-50

p1061

2

PL3/4"X6"

1'-10 9/16"

53 A572-50 3785

GRADE

LENGTH

3/4 3/4

1/4

1/4

3/4

R 3/ 8

D

D 12

12

11/16 12

12

115/16

1'-31/4 5 12 12

p600 5/8

815/16 1/4

1/4

p536

B

D-D

73/16

3/16

p601

A

03/10/08

FOR APPROVAL

B

08/07/08

FOR APPROVAL

0

09/08/08

FOR FABRICATION

DATE

DESCRIPTION

REV.

SHOP NOTES C-C

1. BEAMS AND COLUMNS THAT BECOME BENT OR DISTORTED DURING SHIPPING, HANDLING. PUNCHING, WELDING, ETC. MUST BE STRAIGHTENED 2. PIECE MARK LEFT END AS DETAILED ON NEAR SIDE OF MEMBER

E 41/2


41/2

1 - 27/16Ø HOLE DRILL OR NEAT BURN

p975 3

LIFTING LUG

2 - 15/16Ø p1061

3

CJP (TYP.)

p163 (B/S)

FACE AS THE DIRECTION MARK NEAR THE COLUMN BASE. 4.



5. RD" INDICATE RUNNING DIMENSIONS TO THIS POINT 6. All FULL PENETRATION WELDS SHALL BE UT TESTED IN ACCORDANCE WITH AWS D1.1. UNLESS DIRECTED OTHERWISE BY CONTRACT SPECIFICATIONS. 7. WELDING TO CONFORM TO AWS SPECIFICATIONS. ELECTRODES: E70XX - LOW HYDROGEN 8. DEBURR ALL HOLES U.N.O.


U.N.O.


23/4 4

2 - 11/16Ø

RD

MILL CUT

3 3 2 - 11/16Ø


CLEAN: PAINT:

DETAIL- B 4 - 11/16Ø

A



West PLOTTED:

PL1/2"X6"

1

115/16

7'-11/16 p536

1/4 2710_MASTER

4

p600

3/16

43/4 43/4

73/16 7'-11/16

43/4 43/4

8'-5 EL322'-6

31/2 3

RD MODEL NAME:

p536

159 A572-50

DETAIL- A

43/4 43/4

1'-31/4 p536

ONE - SSDA_COLUMN - A2003

6/D.1-D

1'-10 9/16"

9 A36


p149 (B/S)

GRID LOCATION

1'-10 9/16"

PL1/2"X6"

6"

11/16

E

p149 (B/S)

PL3/4"X6"

4

815/16 1/4

1/4

1'-9 1'-31/4

6'-513/16

@ p600, p601, p609

6

p372

3/16

10'-9

W24X131 x 25'-6 1/8 25'-51/8 7'-1 23/4 23/4 23/4 3 23/4 23/4 6'-91/2

7'-1 23/4 23/4 23/4 3 23/4 23/4 p163

p163

p536

B

3SIDES TYP.

PL1/2"X4 3/8"

REMARKS

MATERIAL

3342 A992

25'-6 1/8"

BOLT DESCRIPTION

p975

5/16 5/16

4

p609

5/16 5/16

5

p609

p163

p149

B-B

815/16

p372

W24X131

TOTAL WEIGHT

3/ R 8

p536

1'-31/4

p372

1

45 TYP

p609

A2003

CVN REQD

3/16

PJP (TYP.)

2 - 13/16Ø hole

p163

IN.

1'-31/4

p536

p163

FT.

BOLT QTY'S ARE FOR ONE ASSEMBLY ONLY

p609

815/16

DESCRIPTION

TOTAL WEIGHT

p536

2 - 13/16Ø hole

QTY

3/4

p536

57/16

2024

815/16

p163

C

p149

415/16

Ctr'd

C

SQ.CUT

3/4

LIFTING LUG

1'-31/8

MARK

815/16

p163

p975

5

24'-11/8

p372

1'-31/4 5

23'-63/16

p372

24'-05/8

3 24'-41/16 23/4 23/4 23/4 23/4

p600

3 24'-43/16 23/4 23/4 23/4 23/4

p1061 p601

25'-91/8

p1061

1'-31/4

1'-31/8

24'-111/16

LIFTING LUG

DET. B

71/2

p975

43/4 43/4

815/16

EL348'-01/8

815/16

415/16

LENGTH AB


APPROVAL/REVIEW AUTHORITY: PLEASE REVIEW THIS DRAWING CAREFULLY.

A

p975 (Ctr'd)

1/4 1/4

p1061

IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE OF THE INFORMATION SHOWN ON THE CONTRACT DOCUMENTS AND/OR ARCHITECTUAL AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSINILITY OF THE BUYER. UNLESS NOTED TO THE CONTRARY ON THIS DRAWING, WHEN IT IS RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE THE AFFIRMATION OF THE APPROVAL / REVIEW AUTHORITY. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER SUBMISSION WILL BE CONSIDERED AS CONTRACT CHANGES.

p1061 MADE BY:

DET. A E-E


MOLD TEK TECHNOLOGIES LTD. RAK

CHECKED BY:

AB

DATE:

03/08/2008

DETAILS OF:

SSDA_COLUMN

STRUCTURE:


LOCATION:


M

C

JOB NUMBER

2710

H

SEQ

REV

2

0

FAB

SHEET NUMBER

A2003

BILL OF MATERIAL LENGTH AB

MARK

QTY

DESCRIPTION

FT.

IN.

CVN

TOTAL

REQD

WEIGHT

REMARKS

MATERIAL

11/2

1360

21/2

21/2

11/2

p269

RD 6

1 - 13/16 Holes

Ø

1 - 13/16 Holes

Ø

28'-41/8

6

A1523

1

W24X62

p89

1

PL1"X28 1/4"

7'-3 5/8"

1786 A992 580 A572-50

p98

1

PL1 1/4"X31"

6'-10 9/16"

745 A572-50

p142

2

PL1/2"X6 9/16"

7 3/16"

p157

9

PL1/2"X3 1/4"

1'-10 1/2"

79 A572-50

p158

4

PL1/2"X2 7/8"

2'-0 13/16"

35 A572-50

p160

4

PL1/2"X3"

1'-11 11/16"

35 A572-50

p166

2

PL1/4"X10"

1'-9 5/16"

26 A572-50

p269

1

PL3/16"X11 3/8"

29'-11 7/8"

p298

1

PL1/2"X7 3/16"

1'-10 1/2"

13 A572-50

p844

2

PL1/2"X7 1/2"

1'-1"

26 A572-50

28'-10 1/8"

9 A36

212 A36

3580

TOTAL WEIGHT

BOLT QTY'S ARE FOR ONE ASSEMBLY ONLY QTY

28'-111/8 (W24X62 x 28'-10 1/8)

12'-105/16

12

611/16

3

2 67/8

p844 (F/S)

B

A p269

8 - 11/16Ø

(TYP.) @p142

17'-513/16

p160 (B/S)

p160 (B/S)

12

2 - 11/16Ø

10

1'-37/8

1/2

15'-115/16

p89 Ctr'd

1013/16

2 - 11/16Ø

14'-413/16

(-67/16)

77/16

16'-117/8

7

10

C

1/2 1/2

D

(TYP.) @p157

28'-51/8

3 2 1/8

1/2

p844 (F/S)

TYP

p166 (F/S)

p269

1/2

2"@12"

61/4

11'-313/16

15'-87/16

GRADE

LENGTH

BOLT DESCRIPTION

EL303'-113/4

13'-11/8

611/16

RD

77/16

1'-37/8

11'-213/16

1013/16

(-67/16)

CJP (TYP.)

73/8

73/8

p844

p166

p157 (B/S)

p157 (B/S)

3 3 3

p166 (F/S)

p157 (B/S)

p157 (F/S)

3'-53/16

p298 (N/S)

8 - 11/16Ø

p142 (N/S)

1/2

TYP

A

D

C

B

A-A

p142 (N/S)

3'-53/16

3 3 3

p157 (B/S)

1/4

A

02/14/08

FOR APPROVAL

B

03/05/08

REVISED AS MARKED

0

05/07/08

FOR FABRICATION

1

06/09/08


REV.

DATE


2 - 11/16Ø

FACE AS THE DIRECTION MARK NEAR THE COLUMN BASE.

117/16

13'-51/4

15'-45/16

4.

16'-9


67/8

6. All FULL PENETRATION WELDS SHALL BE UT TESTED IN ACCORDANCE WITH AWS D1.1. UNLESS DIRECTED OTHERWISE BY CONTRACT SPECIFICATIONS.

21'-1013/16 7



p269

p269 61/4 3SIDES TYP.

2 - 13/16 Ø

p142

3-4/A 2710_MASTER

PLOTTED:

12:59:42

5/16 5/16



1'-87/8

p157


APPROVAL/REVIEW AUTHORITY: PLEASE REVIEW THIS DRAWING CAREFULLY.

17/8

IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE OF THE INFORMATION SHOWN ON THE CONTRACT DOCUMENTS AND/OR ARCHITECTUAL AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSINILITY OF THE BUYER. UNLESS NOTED TO THE CONTRARY ON THIS DRAWING, WHEN IT IS RETURNED FROM APPROVAL IT WILL BE ASSUMED THAT ALL INFORMATION SHOWN HEREIN HAS THE THE AFFIRMATION OF THE APPROVAL / REVIEW AUTHORITY. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER SUBMISSION WILL BE CONSIDERED AS CONTRACT CHANGES.

3



25/8

ONE - WF_BEAM - A1523



2 - 13/16 Ø

25/8 B-B

GRID LOCATION

p298

12 17/8

1'-87/8

3

5/16 5/16

TYP 12

MODEL NAME:

p157

C-C

U.N.O.


CLEAN: PAINT:

p157


5. RD" INDICATE RUNNING DIMENSIONS TO THIS POINT

7

p269 61/4

7


61/4

11'-63/16

2. PIECE MARK LEFT END AS DETAILED ON NEAR SIDE OF MEMBER

12

12

6'-1013/16

67/8

1. BEAMS AND COLUMNS THAT BECOME BENT OR DISTORTED DURING SHIPPING, HANDLING. PUNCHING, WELDING, ETC. MUST BE STRAIGHTENED

2 - 11/16Ø

p158 (B/S)

p98 Ctr'd

117/16

71/4

10

10

71/4

p158 (B/S)

D-D

MADE BY:

RB

CHECKED BY:

TSP

DATE:

02/09/2008

DETAILS OF:

BEAM

STRUCTURE:


LOCATION:


M

C

JOB NUMBER

2710

H

SEQ

REV

1

1

FAB

SHEET NUMBER

A1523

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