commercial building tekla sample2

ST.JUDES MEDICAL CENTER, THE PLAZA-II

10/24/2008S-103, S-800, S-801ABES

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

DATE:

DESIGN DRAWING REFERENCE:

CHECKED BY:MADE BY: M C H SEQ REV

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

LOCATION: 2141, N.H. BLVD., FULLERTON, CA 92835JOB NUMBER

2710FAB SHEET NUMBER

3D

1

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

MODEL NAME: 2710_MASTER PLOTTED: 16:18:00

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

12/24/07 FOR APPROVALA

05/16/08 REVISED FOR FIELD USE2

05/05/08 REVISED FOR FIELD USE1

03/31/08 FOR FIELD USE0

01/14/08 FOR APPROVALB

DESCRIPTIONDATEREV.

12/24/2007S-101, S-201SGPMAK


DATE:



DETAILS OF:STRUCTURE:

ANCHOR ROD PLANST. JUDE MEDICAL CENTER, THE PLAZA-II



AB1000

1 2



WORK THIS DRAWING WITH AB1001

3) U.N.O. = UNLESS NOTED OTHERWISE

2) B.O.B. PL. = BOTTOM OF BASE PLATE

1)

LEGEND:

B.O.B. PL.ELEVATION

COLUMN SHAPE & SIZE

W12x170EL. XXX'-XX

ANCHOR RODSETTING DETAIL(REF. AB1001)

A

18'-6 3'-812/ 14'-914/ 18'-512/ 7'-11

180'

-91 2/

180'

-91 2/

156'-012/

24'-1034/ 8'-0 9'-114/ 12'-1034/ 3'-514/ 15'-1014/ 10'-812/ 7'-912/ 18'-6 3'-812/ 14'-914/ 18'-512/ 7'-11

W12X58287'-2

W12X79285'-2

W12X170285'-2

W12X170285'-2

W12X170285'-2

W12X40287'-2

W12X40287'-2

W24X176284'-2

W12X72287'-2

W12X72287'-2

W24X176284'-2

W24X176284'-2

W24X176284'-2

W12X72285'-2

W24X176284'-2A A CC

C

C E

G

N

B

24'-0

24'-0

156'-012/18'-6

1

1

2

2

2.3

2.3

2.5

2.5

3

3

3.2

3.2

3.6

3.6

4

4

4.3

4.3

4.8

4.8

5

5

5.4

5.4

6

6

6.1

6.1

G G

F F

E.1 E.1

E E

D.9 D.9

D.8 D.8

D.1 D.1

D D

C.1 C.1

C C

B.9 B.9

B B

A.9 A.9

A.7 A.7

A.5 A.5

A.3 A.3

A A

L

40'-1

112/

8'-024'-1034/

B

27'-5

1 2/61

2/ 3'-0

612/

D

15'-1014/12'-1034/9'-114/ 3'-514/

(SIM.)

D

F

JH

E

E

27'-5

1 2/

M

C

27'-5

1 2/61

2/61

2/ 612/

(SIM.)

B

L

H7'

-361

2/10

'-101

2/3'

-06'

-1

A

A

N

A

D

40'-1

112/

MN(SIM.)

G

A

(SIM.)P

(SIM.)

B

27'-5

1 2/61

2/ 3'-0

612/

B

27'-5

1 2/

A

A

P

B

27'-5

1 2/61

2/

C

612/ 612/

K

7'-3

(SIM.)

612/

10'-1

012/

3'-0

K 6'-1

6 6

88

W12X40287'-2

W12X40286'-2

1116/

1012/ 1012/1012/

1012/

W12X106287'-2

512/

512/

912/ 912/

W24X146284'-2

1'-3

1 2/1'

-31 2/

812/

812/

8 8

W12X72287'-2

8 8

W12X72287'-2

812/

812/

512/

512/

W12X106287'-2

1'-414/ 1'-414/1'-414/

1'-414/

512/

512/

W12X106287'-2

1'-414/ 1'-414/1'-414/

1'-414/

512/

512/

1116/

W12X106287'-2

1012/ 1012/1012/

1012/

8 8

W12X72287'-2

812/

812/

W12X72287'-2

8 8

812/

812/

1'-3

1 2/1'

-31 2/

W24X146284'-2912/ 912/1'

-31 2/

1'-3

1 2/

W24X146284'-2

812/

812/

8 8

W12X72287'-21'

-31 2/

1'-3

1 2/

W24X176284'-2

912/ 912/

912/ 912/

W24X146284'-21'

-31 2/

1'-3

1 2/

812/

812/

W12X72287'-2

8 8

812/

812/

8 8

W12X72287'-2

1012/ 1012/1012/

1012/

W12X170285'-2

12/

512/

512/

512/

512/

12/

1012/ 1012/1012/

1012/

W12X170285'-2

812/

812/

8 8

W12X87285'-2

8 8

W12X72287'-2

812/

812/

1'-3

1 2/1'

-31 2/

912/ 912/

W24X146284'-2

1'-3

1 2/1'

-31 2/

W24X146284'-2

912/ 912/

88

6 6

W12X50287'-2

1'-414/

W12X170285'-2

512/

512/

1'-414/1'-414/

1'-414/

W12X72285'-2

88

6 6

W12X50285'-2

88

6 6

1'-3

1 2/1'

-31 2/

912/ 912/

88

6 6

88

6 6

912/ 912/

1'-3

1 2/1'

-31 2/

912/ 912/

812/

812/

8 8

1'-3

1 2/1'

-31 2/

912/ 912/

812/

812/

8 8

1010

10 10

912/ 912/

1'-3

1 2/1'

-31 2/

88

7 7

1'-3

1 2/1'

-31 2/

912/ 912/8 8

812/

812/

1010

10 10

1010

10 10

F

812/

812/

8 8

812/

812/

8 8




DESCRIPTIONDATEREV.

12/24/2007S-101, S-201SGPMAK


DATE:




DETAILS OF ANCHOR BOLT PLANST. JUDE MEDICAL CENTER, THE PLAZA-II



AB1001

1 0



(2-LOCATIONS)(3-LOCATIONS)


(2-LOCATIONS)

(2-LOCATIONS)(2-LOCATIONS)(1-LOCATION)

(3-LOCATIONS)(6-LOCATIONS)(6-LOCATIONS)


(1-LOCATION)

LEGEND:

B.O.B.PL. - BOTTOM OF BASE PL.EA. - EACHN.S.G - NON-SHRINK GROUTU.N.O - UNLESS NOTED OTHERWISE

WORK THIS DRAWING WITH AB1000

FOR COLUMN SIZE AND ORIENTATION REF. PLAN

(920A) @ SIM.12/TYP.

2'-0

EM

BE

D.

EM

BE

D.

712/

PR

OJ.

PR

OJ.

W-COL.

( A918 )(10)- 1 12/ "Ø ANCHOR_ROD A449W/ 34/ " THK. PL. WASHER

B.O.B PL.REF. PLAN

( A930 )316/ " THK.TEMPLATE

2N

.S.G

N.S

.G

DETAIL - P

1116/12/ " @ SIM12/ " @ SIM

10 - 2 ØHOLES INBASE PL.

1'-5

351

2/51

2/3

31012/1012/1012/1012/3

4'-0

12/TYP.

( A912 )(2)- 1"Ø ANCHOR_ROD A307W/ 34/ " THK. PL. WASHER

W-COL.

B.O.B PL.REF. PLAN


2N

.S.G

N.S

.G


514/ PR

OJ.

PR

OJ.

1'-0

EM

BE

D.

EM

BE

D.

DETAIL - G

4 - 1 516/ ØHOLES INBASE PL.1'

-10

38

83

1'-11

3 812/ 812/ 3

DETAIL - J

1'-10

1'-8

37

73

3 8 8 3

4 - 1 516/ ØHOLES INBASE PL.

DETAIL - D

310

103

3 10 10 3

2'-2

2'-2


1 - 3 ØGROUT HOLEIN BASE PL.

3

1'-0

EM

BE

D.

EM

BE

D.

512/

PR

OJ.

PR

OJ.

12/TYP.

(924A)@ SIM.

W-COL.

REF. PLAN B.O.B PL.




2N

.S.G

N.S

.G

DETAIL - L

1'-6

1'-10

36

63

3 8 8 3


12/TYP.

W-COL.

1'-8

EM

BE

D.

EM

BE

D.

658/

PR

OJ.

PR

OJ.


B.O.B PL.REF. PLAN


2N

.S.G

N.S

.G

DETAIL - K

1'-6

1'-10

36

63

3 8 8 3



12/TYP.

1'-8

EM

BE

D.

EM

BE

D.

658/

PR

OJ.

PR

OJ.

W-COL.


B.O.B PL.REF. PLAN

2N

.S.G

N.S

.G


1'-0

EM

BE

D.

EM

BE

D.

6P

RO

J.P

RO

J.

12/TYP.

W-COL.

B.O.B PL.REF. PLAN



2N

.S.G

N.S

.G 1'-0

EM

BE

D.

EM

BE

D.

514/ PR

OJ.

PR

OJ.

12/TYP.

W-COL.

B.O.B PL.REF. PLAN




2N

.S.G

N.S

.G

(906A) @ SIM. (907A) @ SIM.

DETAIL - C

391

2/91

2/3

3'-1

3 1'-312/ 1'-312/ 3

2'-1



3

1'-0

EM

BE

D.

EM

BE

D.

514/ PR

OJ.

PR

OJ.

12/TYP.

W-COL.

B.O.B PL.REF. PLAN



2N

.S.G

N.S

.G


DETAIL -B

391

2/91

2/3

3 1'-312/ 1'-312/ 3

2'-1

3'-1



3

DETAIL - H

4 - 1 516/ ØHOLES INBASE PL.1'

-6

1'-10

36

63

3 8 8 3

DETAIL - F

38

83

3 812/ 812/ 3

1'-11

1'-1

0


W-COL.

C.L



2N

.S.G

N.S

.G

REF. PLAN B.O.B PL.

12/TYP. (920A)@ SIM

712/

PR

OJ.

PR

OJ.

2'-0

EM

BE

D.

EM

BE

D.

DETAIL - A

3 812/ 812/ 3

38

83

1'-1

0

1'-11


DETAIL - N

1'-5

5'-11

351

2/51

2/3

3 1'-414/ 1'-414/ 1'-414/ 1'-414/ 3


514/ PR

OJ.

PR

OJ.

(928A)@ SIM.

W-COL.

B.O.B PL.REF. PLAN




2N

.S.G

N.S

.G

12/TYP.

1'-0

EM

BE

D.

EM

BE

D.

DETAIL - M

1116/12/ " @ SIM12/ " @ SIM

C.L

4'-0

1012/ 1012/

351

2/51

2/3

1'-5

3

10-2" DIAHOLES INBASE PL.

1012/ 1012/ 3

1'-0

EM

BE

D.

EM

BE

D.

514/ PR

OJ.

PR

OJ.

12/TYP.

W-COL.

B.O.B PL.REF. PLAN



2N

.S.G

N.S

.G


(928A)@ SIM.

DETAIL- E


1'-11

3812/812/3

38

83

1'-1

0

1'-0

EM

BE

D.

EM

BE

D.

512/

PR

OJ.

PR

OJ.

W-COL.

12/TYP.




2N

.S.G

N.S

.G

B.O.B PL.REF. PLAN

12/TYP.

2'-6

EM

BE

D.

EM

BE

D.

712/

PR

OJ.

PR

OJ.

W-COL.

B.O.B PL.REF. PLAN



2N

.S.G

N.S

.G

W-COL.

12/TYP.

2'-0

EM

BE

D.

EM

BE

D.

712/

PR

OJ.

PR

OJ.

2N

.S.G

N.S

.G

B.O.B PL.REF. PLAN



10/24/08 REVISED FOR EOS CHANGES AS MARKED5

10/06/08 REVISED AS MARKED4


08/04/08 FOR FIELD2



03/05/08 REVISED AS MARKEDB


DESCRIPTIONDATEREV.

10/24/2008S-103, S-800, S-801ABES


DATE:




2ND FLOOR PLAN- SHEET 1 OF 2ST. JUDE MEDICAL CENTER, THE PLAZA-II



E1000

1 5



4. REFER E1022 FOR ELEVATOR FRAMING PLAN.

ERECTOR NOTE: ALL SHEAR LUGS ON NORTH ANDEAST ENDS OF BEAM U.N.O.

NOTES:

1. TOP OF STEEL OF ALL FRAMING BEAMS IS EL. 303'-1134/ U.N.O.

2. REFER E1006 &E1007 FOR BRACING ELEVATIONS AND PIECEMARKS.

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

SECOND FLOOR FRAMING PLAN(T/STEEL EL. 303'-1134/ U.N.O)

LEGEND:

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

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

INDICATES DRAG CONNECTION PER DETAIL 3/E1012.

INDICATES FULL HEIGHT STIFFENER CONNECTION PER DETAIL 3/E1011.

INDICATES MOMENT CONNECTION PER DETAIL. 1/E1011.

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

INDICATES # OF SHEAR STUDS REQUIRED.

INDICATES BEAM CAMBER AT MID SPAN.

INDICATES LOCATION OF SHEAR PL.

A A

A.3 A.3

A.5 A.5

A.7 A.7

A.9 A.9

B B

B.9B.9

C C

C.1C.1

D D

D.1 D.1

6

6

5.4

5.4

5

5

4

4

3.3

3.3

3.2

3.2

3

3

2.5

2.5

2.3

2.3

2

2

1

1

0

0

WORK THIS SHEETW/ E1001, E1014 , E1021 & E1022

6.

7.

8.

9.

C = #[#]

5.

4.

6.1

6.1

6'-612/15'-714/ 9'-312/

2AE1012

1178AW16X31 - FRAME

BE-1013

7'-1 6'-1118/ 6'-814/ 6'-538/

7'-812/ 9'-114/

165'-412/

10'-812/

4.8

4.8

4.3

4.3

3.6

3.6

1167AHSS16X4X.375

1836ABENT_PLATE

5EOSEOS

HE-1013

9'-4

612/

84'-3

1 2/

28'-0

1037

AW

24X17

6

1557AW16X26 C=34/

1243AW16X26

7'-9

1'-7

MATCHLINE

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/

1286

AW

14X

22

9'-4

9'-4

9'-4

612/

612/

28'-0

1158

A

1290AW24X55

1035

AW

24X17

6

1329

A

1151AW24X55

1465A1252A

1559

AW

16X

26

1461

A

1378

AW

27X

94

1251AW14X22

1554AW14X22 12

08A

W14

X22

1463

AW

14X

22

1507AW14X22

1507AW14X22

REF.E1001FOR CONTINUATION.

1'-2

TYP.

2AE1012

TYP

3.

2.

1.

7'-9 10'-0

4'-2

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/

9'-4

6'-8

7'-2

1 2/4'

-361

2/

6'-1

7'-3

3'-0

11'-5

1019

AW

12X40

1005

AW

12X40

1012

AW

24X14

6

1157

AW

27X

94

1327

AW

16X

26

1130AW24X55

1441AW14X22

1508AW14X22

1462

AW

14X

2212

08A

W14

X22

1464

AW

14X

22

1285AW24X55

1507AW14X22

1507AW14X22

1166

AH

SS16

X4X.

375

1172

AW

18X

40

1147AW16X31

1346AW21X50

1249AW14X22

1144AW16X31

1325

AW

16X

26

1494AW14X22

1521AW21X50

1143AW16X31

9

1812A(2)- L4X4X38/

8 EO

SE

OS

16'-6

2AE1012TYP.

1112/

2AE1012

7

[50]

[44]

1558AW16X26 C=34/

1318AW16X26 C=34/

1108

A

1551

A

1171

A

1024

AW

12X72

1029

AW

12X72

1027

AW

12X72

1041

AW

12X72

1485A 1481A

1205

AW

14X

22

1180

AW

18X

40C

=34/

1484AW16X26 C=34/

1536AW16X26 C=34/

1430

AW

21X

44

1517AW16X26 C=34/

1517AW16X26 C=34/

1811

A(2

)-L4

X4X

3 8/

1811

A(2

)-L4

X4X

3 8/

1811

A(2

)-L4

X4X

3 8/

1817

A(2

)-L4

X4X

3 8/

1811

A(2

)-L4

X4X

3 8/

1811

A(2

)-L4

X4X

3 8/

1003

AW

12X10

6

1014

AW

12X72

1026

AW

12X72

1028

AW

12X10

6

1179

AW

18X

40C

=34/

1484AW16X26 C=34/

1484AW16X26 C=34/

1109

AW

21X

44

1517AW16X26 C=34/

1517AW16X26 C=34/

1318AW16X26 C=34/

1170

AW

18X

40

1493AW24X62

1557AW16X26 C=34/

1537AW16X26 C=34/

1484AW16X26 C=34/

1492

AW

21X

44

1523AW24X62

1535AW16X26 C=34/

1483AW16X26 C=34/

1318AW16X26 C=34/

[44]

[44]

[40]

[40]

TYP.

9'-4 24'-1034/ 17'-114/ 12'-1034/ 3'-514/ 2'-2 13'-814/

9'-1

112/

2E1021

1'-4

6'-10716/

6'-9116/

84'-3

1 2/

28'-0

612/

1042

AW

24X17

6

1010

AW

12X72

1038

AW

24X17

6

1224AW14X22

1434AW24X55

1197AW14X22

1334

AW

16X

26

1133AW24X55

1174AW18X40

1175AW18X40

1176AW18X40

1177AW18X40

1406AW14X22

1405AW14X22

1444AW16X26 C=34/

1518AW16X26 C=34/

1542AW16X26 C=34/

1110

AW

21X

44

1356AW24X62

1506AW16X31 C=1

1131AW24X55

1232

AW

14X2

2

1231

AW

14X2

2

1230

AW

14X2

2

1229

AW

14X2

2

1178AW14X22 1148A

W14X22

1186

AW

18X

40

1132AW24X55

1332AW14X22

1333AW16X26

1532AW16X26

1190AW14X22

1191AW14X22

[36]

8E

OS

EO

S

1'-0EOSEOS

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/ 6'

-4

1446AW16X26 C=34/

1350AW21X55

1112

A

1192

A

1154

A

1034

AW

24X17

6

1000

AW

12X72

1482A 1435A

1534

AW

14X

22

1155

AW

27X

94

1428

AW

21X

44C

=34/

1330AW16X26

1382AW16X26

1519AW16X26 C=34/

1540AW16X31 C=1

1540AW16X31 C=1

1207

AW

14X

22

1467

AW

14X

22

1196

AW

14X

22

9'-4

8'-1

1316/

4'-2

3 16/ 2'-2612/

8E

OS

EO

S

3'-812/

[38]

[55]

1811

A(2

)-L4

X4X

3 8/

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/ 8'-8 9'-10

9'-3

TYP

TYP

9'-3

5'-218/ 6'-10716/ 6'-10716/

6'-9116/6'-9116/

6'-9116/

10'-0TYPTYP

1233AW16X31 C=1

1228AW14X22

1015

AW

12X10

6

1009

AW

24X14

6

1040

AW

12X72

1013

AW

12X10

6

1156

AW

27X

9411

07A

W21

X44

1519AW16X26 C=34/

1431

AW

21X

44

1519AW16X26 C=34/

1445AW16X26 C=34/

1437AW16X31 C=1

1436AW16X31 C=1

1471

AW

14X

2215

33A

W14

X22

1466

AW

14X

22

1199

AW

14X

22

1254

AW

14X

22

1198AW14X22

[40]

1811

A(2

)-L4

X4X

3 8/

1811

A(2

)-L4

X4X

3 8/

7E

OS

EO

S

6'-0

1 2/

[38]

[55]

8TYPEOSTYPEOS

6'-0

3 4/8'

-71 2/

1E1021

1816ABENT-PL.

1'-051

2/

[55]

1'-0

EO

SE

OS

2AE1012

MATCHLINE

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/

9'-4

9'-4

10'-0TYPTYP

28'-0

612/

612/

1522AW21X55

1335

A

1496

A1474

A

1036

AW

24X17

6

1405A

1473

AW

14X

2211

93A

W14

X22

1472

AW

14X

22

1497

AW

27X

94

TYP.

4TYPTYP

REF.E1001FOR CONTINUATION.

1'-3

1316/

7'-8

9 16/

612/2'-1

0

2'-8

1 2/4'

-41 4/

4'-4

1 4/

4'-6

1 16/

1'-0EOSEOS

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/

1812A(2)- L4X4X38/

5'-8

1 2/

1242AW16X26

10'-0

2'-1

038/

1401AW14X22

1412AW14X22

6'-9116/

1415AW14X22

1414AW14X22

1413AW16X26

11'-5

3'-0

7'-3

6'-1

1339AW16X26

1031

AW

24X14

6

1021

AW

12X40

1020

AW

12X40

1513AW14X22

1340

AW

16X

26

1407

AW

14X

2211

95A

W14

X22

1194

AW

14X

22

1159

AW

27X

94

1111

AW

21X

44

6'-0

1 2/ 5'-1012/

2CE1012

6'-0

3 4/

R 36

'-0

AE-1013

1'-8

2'-0 1'-0

7'-912/ 18'-6 3'-812/ 14'-914/ 18'-512/ 7'-11

QTY BOLT DESCRIPTION GRADE

BOLT QTY'S ARE FOR ONE ASSEMBLY ONLY

LENGTH

1" Ø BOLT A325N_TC4 3"

AB REMARKS

BILL OF MATERIAL

MATERIALIN.MARK QTY DESCRIPTION

LENGTH

FT.TOTAL

WEIGHTCVNREQD

A1028 374135'-3"1 W12X106 A9921007p10 342 A572-505'-11"1 PL1"X17"p85 35 A3610 13/16"4 PL5/8"X5 13/16"p94 44 A361'-4 3/4"1 PL1"X9 1/2"

4 1" Ø BOLT 3" A325N_TC SHOP BOLTp106 763 A572-503'-4 3/8"2 PL1 1/4"X32 7/16"p118 40 A361'-6"2 PL3/8"X10"p144 53 A572-501'-1"4 PL1/2"X7 1/2"p153 26 A361'-4"4 PL1/2"X4"

TOTAL WEIGHT 5062




05/07/08 FOR FABRICATION0

06/09/08 FIELD BOLT LIST ADDED1

DESCRIPTIONDATEREV.

GRID LOCATION3/A

6.

4.

1.

U.N.O.

3.

SHOP NOTES

PIECE MARK LEFT END AS DETAILED ON NEAR SIDE OF MEMBER

BEAMS AND COLUMNS THAT BECOME BENT OR DISTORTED DURING SHIPPING, HANDLING.

All FULL PENETRATION WELDS SHALL BE UT TESTED IN ACCORDANCE WITH AWS D1.1. UNLESS

FACE AS THE DIRECTION MARK NEAR THE COLUMN BASE.

ALL MATERIAL THIS DRAWING IS CODE #

WELDING TO CONFORM TO AWS SPECIFICATIONS. ELECTRODES: E70XX - LOW HYDROGEN7.

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

PUNCHING, WELDING, ETC. MUST BE STRAIGHTENED

8. DEBURR ALL HOLES U.N.O.

IN AREA ADJACENT TO CONNECTION FOR FIELD USE.

RD" INDICATE RUNNING DIMENSIONS TO THIS POINT

INDICATE PAINT STRIPE SIDE. MARK

DIRECTED OTHERWISE BY CONTRACT SPECIFICATIONS.

2.

5.

ERECTION DRAWING REFERENCE:DESIGN DRAWING REFERENCE:

15/16" U.N.O.NO PAINT U.N.O.SSPC-SP2 U.N.O.

A992 U.N.O.

CHANGES.

IT REPRESENTS OUR INTERPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. HOWEVER, THE STEEL FABRICATOR AND THE STRUCTURAL STEEL DETAILER ASSUME NO RESPONSIBILITY

THE AFFIRMATION OF THE APPROVAL / REVIEW AUTHORITY. SUBSEQUENT CHANGES TO INFORMATION SHOWN ON THESE DRAWINGS AFTER SUBMISSION WILL BE CONSIDERED AS CONTRACT

RELEASED

PAINT:

ALL MATERIAL TO BE ASTM

CLEAN:

BY____________DATE___________

OPEN HOLES:

FOR THE ACCURACY OF THE OF THE INFORMATION SHOWN ON THE CONTRACT DOCUMENTS AND/OR ARCHITECTUAL AND STRUCTURAL DESIGN DRAWINGS. THIS IS THE RESPONSINILITY

FOR FABRICATION

APPROVAL/REVIEW AUTHORITY:

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

PLEASE REVIEW THIS DRAWING CAREFULLY.

Plot # 700, Road No 36, Jubilee Hills , Hyderabad-500 033MOLD TEKTECHNOLOGIES LTD.

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

02/10/2008AMK AB M C H SEQ REVDATE:CHECKED BY:MADE BY:

ST. JUDE MEDICAL CENTER, THE PLAZA-II

COLUMN 1 1JOB NUMBER FABSTRUCTURE:

DETAILS OF:

SHEET NUMBER

LOCATION: 2141, N.H. BLVD., FULLERTON, CA 92835 2710 A1028ONE - WF_COLUMN - A1028

p153 (B/S)

p153 (B/S)

MIL

L C

UT

2 - 1316/ ØSafety hole 2 - 1316/ Ø

Safety hole

2 - 1316/ ØSafety hole 2 - 1316/ Ø

Safety hole

516/516/

TYP

SQ.C

UT

12

11716/

12

11716/

EL32

2'-6

8 - 1116/ Ø 8 - 1116/ Ø

4 - 1116/ Ø

8 - 1116/ Ø 8 - 1116/ Ø

1 - 238/ Ø

p106Ctr'd

p10

p94 (F/S)

p106Ctr'd

p144 (N/S)

p144 (N/S) p144 (N/S)

p144 (N/S)

Nor

th

36'-0

3 4/ (W

12X1

06 x

35'

-3")

DD

CC

BB

AA

2 - 1116/ Ø

1'-9

DET. A

3 3

135

'-383

4/

2 - 1116/ Ø

3 81516/ 81516/ 3

3 81516/ 81516/ 3

38/38/

TYP.

12/12/

TYP.

EL28

7'-2

1'-01'-0

2'-1

0116/

2'-1

0116/

814/ 2'-0316/ 2'-0316/ 814/

33

3

33

3

15'-4

3 8/R

D73

8/

15'-4

3 8/73

8/

2 - 1116/ Ø

19'-0

33

3

33

3

28'-1

038/

738/

28'-1

038/

738/

34'-9

443

4/4

32'-6

35'-7

3 4/

1'-9

518/

328

'-83 4/

858/

858/

p118

p118

p94

p153 (B/S)p153 (B/S)

33

33

3

EL30

3'-1

134/

15'-2

3 4/R

D3

@p118.

15'-1

1 4/1'

-6

p85

p85

516/516/

3SIDES TYP.

3

EL31

7'-5

3 4/3

28'-7

1 4/1'

-635

'-61 2/

518/

p85

p85

33

33

78/

512/

512/

1'-414/1'-414/1'-414/1'-414/

10 - 2"Ø

p10

p106p106

A - A

@p144

3 81516/ 81516/ 3

1 4/ 1 4/

316/

516/516/

3SIDES TYP.

516/516/

TYP

858/

p118

p144 p144

B - B

3 81516/ 81516/ 3

1 4/ 1 4/

316/

858/

p118

p144p144

C - C

4916/

4916/

81516/ 81516/

4 - 1 116/ ØHoles incolumn

4916/

4916/

p94

p153

p153

p153

p153

D - D

R 3

8/

R 3

8/

3 4/3 4/

3 4/3 4/

22

DETAIL A



05/30/08 REVISED FOR FABRICATION1



DESCRIPTIONDATEREV.

6.

4.

1.

U.N.O.

3.

SHOP NOTES














2.

5.



A992 U.N.O.

CHANGES.



RELEASED

PAINT:


CLEAN:

BY____________DATE___________

OPEN HOLES:


FOR FABRICATION






1202688000MAK AB M C H SEQ REVDATE:CHECKED BY:MADE BY:

ST. JUDE MEDICAL CENTER, THE PLAZA-II1 3

JOB NUMBER FABSTRUCTURE:

DETAILS OF:

SHEET NUMBER

LOCATION: 2141, N.H. BLVD., FULLERTON, CA 92835 2710 1012A.1MODEL NAME: 2710_MASTER PLOTTED: 14:08:39

ONE - SSDA_COLUMN - A1012



LENGTH

7/8 Ø BOLT A325N_TC3 2 1/2"

7/8 Ø BOLT A325N_TC3 2 1/2"

AB REMARKS

BILL OF MATERIAL


LENGTH

FT.TOTAL

WEIGHTCVNREQD

A1012 559538'-3"1 W24X146 A9921011m15 432 A9922'-11 1/2"1 W24X146101006

3 7/8 Ø BOLT 2 1/2" A325N_TC SHOP BOLTm17 432 A9922'-11 1/2"1 W24X146101006

3 7/8 Ø BOLT 2 1/2" A325N_TC SHOP BOLTp21 260 A572-503'-1"1 PL1"X25"p92 99 A361'-9"1 PL1"X16 3/4"p146 18 A572-501'-10"1 PL1/2"X6"p148 18 A572-501'-10"1 PL1/2"X6"p153 26 A361'-4"4 PL1/2"X4"p162 212 A572-501'-10 9/16"8 PL3/4"X6 1/8"p164 88 A361'-10 9/16"4 PL5/8"X6 1/8"p171 35 A361'-7 1/2"2 PL3/8"X10 1/16"p227 31 A572-501'-7"2 PL1/2"X6"p237 9 A572-501'-1"1 PL3/8"X7 1/2"p354 9 A572-501'-1"1 PL3/8"X7 1/2"p962 141 A572-501'-10 9/16"4 PL1"X6 1/8"p963 35 A361'-7 1/2"2 PL3/8"X10 1/16"p964 635 A572-501'-10 7/16"24 PL3/4"X6"

TOTAL WEIGHT 8157

GRID LOCATION1/B-A.9

WORK THIS SHEETWITH 1012A.2

35'-6

1'-9

18'-7

5 16/3

33

32'-1

5 16/3

33

37'-9

443

4/4

22'-0

1'-9

516/516/ TYP.

CJP (TYP)

DET. A

DD

CC

EE

AA

BB

p153 (B/S)

4'-0

38'-3

39'-0

3 4/ (W

24X1

46 x

38'

-3")

434/

434/

101 4/

8 - 1116/ Ø

2 - 1116/ Ø

8 - 1116/ Ø

p237 (F/S)

p354 (F/S)

p148 (F/S)

p146 (F/S)

2 - 1316/ ØSafety hole


(TYP.)


DET. B

SQ.C

UT

19'-8

EL28

4'-2

4'-0

1

1'-338/1'-338/

31'-278/1'-338/

434/

434/

101 4/

17'-5

1316/

18'-1

1316/

RD

512/

512/

Wes

t

m17

2 - 1116/ Ø

DET. C

MIL

L C

UT

p153 (B/S)516/516/

TYP

30'-1

113 16/

33'-2

38'-7

3 4/834/

3 3

EL32

2'-6

1'-338/ 1'-278/ 3

31'-7

1316/

512/

512/

1 - 238/ Ø

4 - 1116/ Øp92 (F/S)

m15

p963

31'-1

023

4/ 234/23

4/ 234/23

4/38

'-61 2/

3

p963

p162p162

p171 p171

p92

5716/

1'-9

p162

p162p162

p164p164



p164 p164

6 - 1516/ Ø 6 - 1516/ Ø

TYP @p171,p963

516/516/

3SIDES

22'-0

81516/ 81516/

18'-4

234/ 23

4/234/ 23

4/234/

18'-0

1 2/2'

-21 4/

258/RD

18'-4

234/ 23

4/234/ 23

4/234/

p962

p962

p962

p962

p162

p162p162

p153 (B/S)p153 (B/S)

5716/

35'-6

81516/ 81516/

31'-1

023

4/ 234/23

4/ 234/23

4/

1'-9

31'-6

1 2/




05/30/08 REVISED FOR FABRICATION1



DESCRIPTIONDATEREV.

6.

4.

1.

U.N.O.

3.

SHOP NOTES














2.

5.



A992 U.N.O.

CHANGES.



RELEASED

PAINT:


CLEAN:

BY____________DATE___________

OPEN HOLES:


FOR FABRICATION






1202688000MAK AB M C H SEQ REVDATE:CHECKED BY:MADE BY:

ST. JUDE MEDICAL CENTER, THE PLAZA-II1 3

JOB NUMBER FABSTRUCTURE:

DETAILS OF:

SHEET NUMBER

LOCATION: 2141, N.H. BLVD., FULLERTON, CA 92835 2710 1012A.2

p227 p227

6- p964

6- p964

6- p964

6- p964

45

CJP TYP.

45

PJP TYP.

12/12/

TYP.

1'-1158/438/ 438/ 438/438/ 1'-1158/ 438/438/438/ 438/ 438/ 438/

m17

B - B

CJP TYP

CJP TYP

DETAIL B

K

K

CJP TYP.

615 16/

12

178/

134/

615 16/

12

212/

R 3

8/

178/

134/

R 3

8/

212/

p21

DETAIL-A

GROUTHOLE

3

912/

912/

1'-312/1'-312/

1 - 3Ø

p21 6 - 2Ø

A - A

R 3

8/

R 3

8/

2116/2116/

3 4/3 4/

3 4/3 4/

DETAIL-C

Holes incolumn

415 16/

415 16/

1'-278/ 1'-278/

415 16/

415 16/

p153

p153p153

4 - 1 116/Ø

p153

E - E

516/516/

TYP

45

PJP

1 4/

6516/

1'-278/ 31'-338/

815 16/

815 16/

6516/

3 16/

p963

p148p237

p162

p963

p162

C - C

CJP

p21K - K

1 4/

6516/

6516/

1'-278/ 31'-338/

3 16/

815 16/

815 16/

p171

p354

p162

p171

p162

p146

D - D



LENGTH

AB REMARKS

BILL OF MATERIAL


LENGTH

FT.TOTAL

WEIGHTCVNREQD

A2003 334225'-6 1/8"1 W24X131 A9922024p149 9 A366"4 PL1/2"X4 3/8"p163 159 A572-501'-10 9/16"6 PL3/4"X6"p372 71 A361'-10 9/16"4 PL1/2"X6"p536 62 A572-501'-7"4 PL1/2"X6"p600 15 A361'-4 3/4"1 PL3/8"X10 1/8"p601 15 A361'-4 3/4"1 PL3/8"X10 1/8"p609 35 A361'-7 1/2"2 PL3/8"X10 1/8"p975 4 A572-509"1 PL5/8"X6"p1061 53 A572-501'-10 9/16"2 PL3/4"X6"

TOTAL WEIGHT 3785





DESCRIPTIONDATEREV.

GRID LOCATION6/D.1-D

6.

4.

1.

U.N.O.

3.

SHOP NOTES














2.

5.



A992 U.N.O.

CHANGES.



RELEASED

PAINT:


CLEAN:

BY____________DATE___________

OPEN HOLES:


FOR FABRICATION






03/08/2008RAK AB M C H SEQ REVDATE:CHECKED BY:MADE BY:


SSDA_COLUMN 2 0JOB NUMBER FABSTRUCTURE:

DETAILS OF:

SHEET NUMBER

LOCATION: 2141, N.H. BLVD., FULLERTON, CA 92835 2710 A2003ONE - SSDA_COLUMN - A2003

@ p600, p601, p609

1'-9

434/

434/

434/

434/

434/

434/

434/

434/

5 5

7'-1

1 16/73

16/10

'-924

'-111

16/61

5 16/

7'-1

1 16/R

D73

16/24

'-11 8/

712/

EL34

8'-0

1 8/ DET. B

3 3

p975LIFTING LUGCtr'd

1 4/25

'-51 8/

3 4/

p163 (B/S)

p163 (B/S)

2 - 1316/ Øhole

CJP (TYP.)

2 - 1316/ Øhole

DET. A

BB

AA

CC

1'-314/1'-314/

1'-314/ 1'-314/

W24

X131

x 2

5'-6

1 8/

23'-6

3 16/

234/

4

EL32

2'-6

SQ.C

UT

MIL

L C

UT

4 - 1116/ Ø

2 - 1116/ Ø2 - 1116/ Ø

Wes

t

p536

p536p536

p536

6'-5

1316/

8'-5

p372

p163

p163

p163 p163

p163 p163

p1061p1061

p609

p372

234/

234/

234/

234/

234/

234/

234/

234/

234/

234/

331

2/7'

-13

p149 (B/S) p149 (B/S)

7'-1

RD

3

516/516/ 3SIDES TYP.

6'-9

1 2/

p609

81516/ 81516/

p372

234/

234/

234/

234/

25'-9

1 8/

24'-4

3 16/23

4/ 234/23

4/ 234/

3

24'-4

1 16/3

p975LIFTING LUG

24'-0

5 8/

5716/

81516/ 81516/

p600p601

p372

815 16/

815 16/

45

PJP (TYP.)

1 4/

316/p609

516/516/

TYP

1 4/

1'-314/ 1'-314/

316/

p536

p609

p536

B - B

3 4/3 4/

3 4/3 4/

1 4/1 4/

12

12

12

12

D

D

1116/

11516/ 11516/

R 3

8/

1116/

R 38/

DETAIL- A

5 8/

12

12

D - D

516/516/

TYP415 16/

415 16/

415 16/

415 16/

1'-318/1'-318/

p149

p149

p149

p149

A - A

5 5

434/

434/

p975

p536

815 16/

815 16/

316/

1 4/

316/

1'-314/ 1'-314/

p600

p601

1 4/

p536

C - C

2 - 1516/ Ø3

3

412/ 412/

E

E1 - 2716/ Ø HOLEDRILL OR NEAT BURN

p1061

p975LIFTING LUG

DETAIL- B

14/14/

p1061 p1061

p975(Ctr'd)

E - E



LENGTH

AB REMARKS

BILL OF MATERIAL


LENGTH

FT.TOTAL

WEIGHTCVNREQD

A1523 178628'-10 1/8"1 W24X62 A9921360p89 580 A572-507'-3 5/8"1 PL1"X28 1/4"p98 745 A572-506'-10 9/16"1 PL1 1/4"X31"p142 9 A367 3/16"2 PL1/2"X6 9/16"p157 79 A572-501'-10 1/2"9 PL1/2"X3 1/4"p158 35 A572-502'-0 13/16"4 PL1/2"X2 7/8"p160 35 A572-501'-11 11/16"4 PL1/2"X3"p166 26 A572-501'-9 5/16"2 PL1/4"X10"p269 212 A3629'-11 7/8"1 PL3/16"X11 3/8"p298 13 A572-501'-10 1/2"1 PL1/2"X7 3/16"p844 26 A572-501'-1"2 PL1/2"X7 1/2"

TOTAL WEIGHT 3580






DESCRIPTIONDATEREV.

GRID LOCATION3-4/A

6.

4.

1.

U.N.O.

3.

SHOP NOTES














2.

5.



A992 U.N.O.

CHANGES.



RELEASED

PAINT:


CLEAN:

BY____________DATE___________

OPEN HOLES:


FOR FABRICATION






02/09/2008RB TSP M C H SEQ REVDATE:CHECKED BY:MADE BY:


BEAM 1 1JOB NUMBER FABSTRUCTURE:

DETAILS OF:

SHEET NUMBER

LOCATION: 2141, N.H. BLVD., FULLERTON, CA 92835 2710 A1523ONE - WF_BEAM - A1523

15'-4516/

p158 (B/S)

p158 (B/S)

p157 (F/S)

p298 (N/S)

2 - 1116/ Ø

2 - 1116/ Ø

8 - 1116/ Ø

8 - 1116/ Ø

p89Ctr'd

p98Ctr'd

p844 (F/S)

p142 (N/S)

p142 (N/S)

p160 (B/S)p160 (B/S)

738/

(-6716/ ) 28'-1118/ (W24X62 x 28'-1018/ )(-6716/ )

10 10

1010

6'-101316/ 11'-6316/ 678/ 13'-514/

12/

@p157@p142

33

3

678/

11'-21316/RD 7716/ 13'-118/

p269

714/

3'-5

3 16/1'

-37 8/

611 16/

p166 (F/S)

12/2

3

(TYP.)(TYP.)

C

C

B

B

A

A

11'-31316/ 12'-10516/ 14'-41316/12

11716/

1210

1316/

p157 (B/S)p157 (B/S)

2 - 1116/ Ø

2 - 1116/ Ø

EL30

3'-1

134/

16'-9 678/ 21'-101316/

33

3

12/

15'-8716/ 16'-1178/ 7716/

714/

3'-5

3 16/1'

-37 8/

611 16/

14/TYP

12/12/

TYP

p166 (F/S)

28'-518/ 3 212/

D

D

15'-11516/ 17'-51316/

1211716/

12

1013

16/

p844 (F/S)

738/

p157 (B/S)

p157 (B/S)

212/

112/

212/

112/

p269

1 - 1316/Holes

Ø1 - 1316/Holes

Ø

6RD

28'-418/ 6

614/18/ 2"@12"

p166

7 p269

CJP (TYP.)

p844

A - A

1'-8

7 8/

614/

7 p269

516/516/

TYP

12

178/

258/

3

2 - 1316/ Ø

p142

B - B

7

614/

p269

516/516/3SIDES TYP.

p157 p157

C - C

7

1'-8

7 8/

614/

p269

312

178/

258/2 - 1316/ Ø

p298 p157

D - D

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