Tekla Structures drawing - G [17]stevenwinfree.com/ANFESA_JEWELRY.pdf · fax: (919) 362-6664...

PROJ.MGR:

PLOT DATE: 12/08/2008 02:57:25pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2

1-S/C RED OXIDESHOP FINISH

SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE

STANDARD SHOP NOTES APEX STEEL CORPORATION301 PETFINDERS LANE

RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

3D MODEL

GARRETT BUILDING CORP

WEEKS TURNER ARCHITECTURE

STRUCTURAL VISIONS

ANFESA JEWELER201 NEW FIDELITY CRT, GARNER NC

DRAWING NO.

3DREV.

8-0367APEX STEEL PROJECT NUMBER

DRAWN BY:

CHECKED BY:

REV BY DATE DESCRIPTION

(Unless Noted Otherwise)

7

8

1

2

34

5

6

E

D

C

B

A Z

9

K

J

HG

F

Y

12/09/08PART ' B'

PART ' A'

KEY PLAN @ 2ND

DENOTES VERTICAL BRACE

APPROVAL/REVIEW AUTHORITY NOTES!

1. PLEASE REVIEW THIS DRAWING CAREFULLY

2. THIS DRAWING REPRESENTS OUR BEST INTERPRETATION OF THE INTENT OF THE CONTRACT DOCUMENTS. A.S.C. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE CONTRACT DOCUMENTS

3. 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 AFFIRMATION OF THE APPROVAL AUTHORITY.

0 12/09/08 SUBMITTED FOR APPROVALSLW

JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 08:42:04am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

2ND FLOOR PLAN (PART 'A')



STRUCTURAL VISIONS


DRAWING NO.

E1REV. 0


DRAWN BY:

CHECKED BY:

SLW



28'-1

0"2'

-2"

9'-4

1 2/ "

19C1HSS8X8X12/

42T5HSS16X8X516/(TOS = 115'-1 12/ " )

21C3HSS4X4X14/

39B1 W14X30 (TOS = 118'-5 18/ " )

28'-6"

28'-6"

3'-1"

3'-1"

2'-7"

11'-0" 16'-0" 15'-2"15'-2" 15'-5"

E53

21 E5E5

CONT'D ON SHEET E2

SLO

PE

3 16/ :

12

SLO

PE

3 16/ :

12

SLO

PE

1 4/ :

12

2'-2" 24'-2" 2'-2"

11'-7"24'-2"

18'-3" 12'-4" 3'-8" 15'-0" 17'-6" 7'-6" 13'-8" 20'-7"

2'-0

1 2/ "

C

C

E7

23'-8"

5'-0"

D

D

E7

39B3 W14X30 (TOS = 118'-4 12/ " )

33B3

W12

X14

(VA

R)

2'-0

1 2/ "

34B2 W18X35 (TOS = 114'-3" )

8" 8"

B

B

E7

22'-7

"

1 2 987

B

C

D

Y

Z

6543

A

17C1HSS8X8X38/

17C2HSS6X6X38/

21C3HSS4X4X14/21C2

HSS4X4X14/

21C3HSS4X4X14/ 21C3

HSS4X4X14/21C3HSS4X4X14/

21C2HSS4X4X14/

2ND FLOOR FRAMING PLAN @ PART 'A')

33B6 W12X14 (TOS = 114'-0" )

(do)

34B3 W18X35 (TOS = 114'-3" )

22'-7

"

19C2HSS8X8X12/

20C1HSS8X8X12/

16C3HSS6X6X516/

33B3

W12

X14

(VA

R)

33B5

W12

X14

(VA

R)

10C1HSS6X6X516/

(do)

(do)

(JO

IST)

42T2HSS16X8X516/(TOS = 115'-1 12/ " )

33B1 W18X35 (TOS = 114'-3" )

33B2

W12

X14

(VA

R)

9'-4

1 2/ "14

'-101

2/ "

33B4 W12X14 (TOS = 114'-0" )

F

F

E7

AAE7

40T5

HS

S8X

8X.3

75(T

OS

=11

1'-8

")

19C1HSS8X8X12/

(do) (d

o)

(do)

42T4HSS16X8X516/(TOS = 115'-1 12/ " )

34B1 W18X35 (TOS = 114'-3" )

34B4 W12X19 (TOS = 114'-0" )

34B7

W12

X14

(VA

R)

34B5

W12

X14

(VA

R)

34B6

W12

X14

(VA

R)

7'-1"

28'-1

0"

E

E

E7

2'-2"

39B4

W14

X30

(VA

R)

22C1HSS8X8X12/

39B2 W14X30 (TOS = 117'-9" )

22C2HSS8X8X12/

43T4HSS16X8X516/(TOS = 115'-1 12/ " )

(do)

35B5 W12X14 (TOS = 114'-0" )

33B2

W12

X14

(VA

R)

35B3

W12

X14

(VA

R)

33B3

W12

X14

(VA

R)

33B5

W12

X14

(VA

R)

35B4

W12

X14

(VA

R)

34B7

W12

X14

(VA

R)

35B1 W18X71 (TOS = 114'-3" ) 35B6 W18X35 (TOS = 114'-3" )

18'-7

"8'

-0"

5'-4

1 2/ "14

'-101

2/ "

21C1HSS6X6X516/

16C2HSS6X6X516/

18C1HSS8X8X12/

43T5HSS16X8X516/(TOS = 115'-1 12/ " )

43T1HSS16X8X516/(TOS = 115'-1 12/ " )

18C2HSS8X8X12/

20C2HSS6X6X516/

19C1HSS8X8X12/

23'-1"

(do)(d

o)

(do)

(do)

34B8 W12X19 (TOS = 114'-0" )

(do)

(do)

(do)

2'-10"

35B2 W12X14 (TOS = 114'-0" )

(JOIST)

(do)

(do)

(do)

(do)5"

2'-2"

39B4

W14

X30

(VA

R)

22C1HSS8X8X12/

22C2HSS8X8X12/

12/09/08

KEY PLAN

PART 'B'

PART 'A'


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 08:57:25am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

2ND FLOOR PLAN (PART 'B')



STRUCTURAL VISIONS


DRAWING NO.

E2REV. 0


DRAWN BY:

CHECKED BY:

SLW



13'-4

1 2/ "

9'-0

1 2/ "4'

-4"

27'-4

"

23'-4

"

29B6 W12X14(TOS = 111'-8" )

15'-8"

11'-4

1 2/ "

17'-6"

D D17C1 HSS8X8X38/

S

S

E9

RRE9

QQE9

5'-1012/ "

M

M

E8 5'-8

1 2/ "

3'-5

3 4/ "

108'-6"

11'-4

1 2/ "

1 2 987

K K

J J

E E

F F

G G

H H

6543

(TO

S =

118'

-8")

W12

X30

49B

1

46PL2 PL38/ x6 12/(TOS = 110'-3 1116/ " )

28B2 W12X26 (TOS = 111'-5 12/ " )

28B2 W12X26 (TOS = 111'-5 12/ " )

27B1 W12X14(TOS = 111'-5 12/ " )

10C2HSS8X8X38/

(TO

S =

112'

-1 3

16/")

W12

X26

29B

8 12C1HSS4X4X14/

30B8 W12X14 (TOS = 111'-5 12/ " )

14C1HSS4X4X14/

30B

4W

12X

14(T

OS

=11

1'-8

")

13C3HSS4X4X14/

15C1HSS6X6X516/

2ND FLOOR FRAMING PLAN (PART 'B')

S1 S1E9

3'-8"

10'-914/ "

E8

1'-1034/ "

O O

9'-5"1'-1114/ "

18'-0"

5'-4

1 2/ "

OOE9

N

N

E9

12'-4"

J

J

E8

20'-3"

12'-1

012/ "

26'-0

1 2/ "

2C2HSS4X4X14/

7C2HSS6X6X38/

(TO

S =

111'

-5 1

2/")W

12X

1926

B1

(TO

S =

111'

-5 1

2/")W

12X

1425

B8

40T4HSS6X6X.250(TOS = 112'-0" )

(TO

S =

111'

-5 1

2/")W

12X

1926

B1

11C1HSS6X6X516/(ABOVE)

(TO

S =

111'

-8")

W12

X14

28B

4

CMUWALL

17'-5"

(JO

IST)

46PL3 PL38/ x6 @2'-3"O.C.JOIST BRG ELEV= 111'-512/ "

10"IIE8

H

H

E8G

G

E8

10"18'-3"

4"9'

-83 4/ "

10'-7

1 4/ "

25B3 W14X22 (TOS = 111'-5 12/ " )

29B4 W14X34 (TOS = 111'-5 12/ " )

2C1HSS6X6X516/

(TO

S =

111'

-8")

W12

X14

25B

9

1C1HSS4X4X14/

1C2HSS4X4X14/

(TO

S =

111'

-8")

W12

X14

29B

3

2'-4

"

(JOIST)

44A2 L4X4X14/ (ABOVE)45A5 L5 X3 12/ X14/ (BELOW)

12'-3

1 2/ "

4'-1

112/ "

2'-0

"

2'-612/ "

45A7

L7X

4X3 8/

K

K

E8

LLE8

(BR

ACE)

E64

7'-6

"3'

-61 2/ "

11'-4

1 2/ "

8C2HSS4X4X14/

8C1HSS6X6X516/

9C1HSS6X6X516/

S1S1

11'-534/ "

(JO

IST)E9

S

S

1'-2"

PPE9

3'-8" 15'-0"

14'-4" 13'-10"

(TO

S =

111'

-5 1

2/")W

14X

4825

B6

(TO

S =

111'

-8")

W12

X14

25B

1

46PL5 PL38/ x6 12/(TOS = 110'-8 116/ " )

25B5 W12X16 (TOS = 111'-5 12/ " )25B4 W12X19 (TOS = 111'-5 12/ " )

29B5 W14X30 (TOS = 111'-5 12/ " )

1C3HSS4X4X14/

W12

X14

25B

2(T

OS

=11

1'-8

")

46PL5 PL38/ x6 12/(TOS = 110'-8 116/ " )

2C3HSS4X4X14/

8'-6"

K

K

E8

9'-1"

(JO

IST)

E9

E8

K

K45A5 L5 X3 12/ X14/ (BELOW)

SEE SHEET E12FOR LAYOUT

44A2 L4X4X14/ (ABOVE)

7C1HSS4X4X14/

7C2HSS6X6X38/

3C1HSS4X4X14/

W12

X1429

B7

(TO

S =

111'

-5 1

2/")

(TO

S =

111'

-8")

W12

X26

28B

3

11C2HSS4X4X14/

(JOIST)

(JO

IST)

(JO

IST)

5'-0

"

2'-0

"

18'-3" 12'-4" 3'-8" 15'-0"

10C1 HSS6X6X516/

3E5

22'-7

" TO

GR

ID 'D

'

CONT'D ON SHEET E18C2HSS4X4X14/

41T2HSS10X6X14/(TOS = 111'-1" )

9C2HSS6X6X516/

40T5

HS

S8X

8X.3

75(T

OS

=11

1'-8

")

20'-7"

27B4W12X14 (TOS = 111'-5 12/ " )

2'-1

"

10'-4"

E8

N

N

E9

L L

23'-4

"

2'-8

"

(TO

S =

111'

-5 1

2/")W

14X

6129

B1

(TO

S =

111'

-5 1

2/")W

14X

6129

B1

(TO

S =

111'

-5 1

2/")W

14X

6129

B1

46PL2 PL38/ x6 12/(TOS = 110'-3 58/ " )

46PL2 PL38/ x6 12/(TOS = 110'-3 58/ " )

27B8 W14X34 (TOS = 111'-5 12/ " )

30B3W12X14 (TOS = 111'-5 12/ " )

30B3 W12X14(TOS = 111'-5 12/ " )

(TO

S =

111'

-5 1

2/")W

14X

3029

B2

4C2HSS4X4X14/

5C2HSS4X4X14/

27B9 W12X26(TOS = 111'-5 12/ " )

5C3HSS6X6X516/

41T7 HSS6X6X.250(TOS = 112'-0" )

W12

X1427

B7

(TO

S =

111'

-8")

15C2HSS6X6X516/

(TO

S =

111'

-8")

W12

X14

28B

7

(JOIST)(JOIST)(JOIST)

3'-1"

11'-712/ " 10'-7" 10'-7"

(TO

S =

111'

-5 1

2/")W

14X

4825

B7

46PL2 PL38/ x6 12/(TOS = 110'-3 58/ " )

46PL2 PL38/ x6 12/(TOS = 110'-3 1116/ " ) 46PL2 PL38/ x6 12/

(TOS = 110'-3 58/ " )

E9

S1'-7

"4'

-1"

28B5 W14X68 (TOS = 111'-5 12/ " )

6C2HSS4X4X38/

27B2W12X14 (TOS = 111'-5 12/ " )

3C2HSS4X4X14/

27B3W12X14 (TOS = 111'-5 12/ " )

11C3HSS4X4X14/

6C1HSS4X4X12/

28B1 W14X34 (TOS = 111'-5 12/ " )

3C3HSS4X4X14/

3C3HSS4X4X14/

27B3W12X14 (TOS = 111'-5 12/ " )

12C2HSS4X4X14/

E9 S1

(JOIST)(JOIST)

2'-612/ "

50B

1W

12X

30(T

OS

=11

8'-8

")45

A6L7

X4X

3 8/

10"

9'-5"

4'-0

"19

'-41 2/ "

2'-0

"

W14

X61

29B

1(T

OS

=11

1'-5

12/"

)

41T3HSS10X6X14/(TOS = 110'-3" )

4C2HSS4X4X14/

4C1HSS6X6X516/

46PL2PL38/ x6 12/(TOS = 110'-3 1116/ " )

5C1HSS6X6X516/

E9S

2'-5

"9'

-41 2/ "

4'-1

"8'

-111

2/ "

2'-0

"

T TE9

1'-8

"

812/ "

(BR

ACE)

E65

28B6 W12X22 (TOS = 111'-5 12/ " )

3C2HSS4X4X14/

14C2HSS4X4X14/

(TO

S =

111'

-8")

W12

X14

30B

1


41T6HSS6X6X.250

4C3HSS4X4X14/

(TO

S =

111'

-8")

W12

X14

27B

6

27B5W12X14 (TOS = 111'-5 12/ " )

E9S1

46A1L4X4X14/

1'-9

"

1'-1112/ " 11'-114/ " 2'-634/ " 5'-10"

7'-412/ " 13'-034/ " 8'-434/ " 14'-9"

7'-6" 13'-8" 20'-7"

16C2 HSS6X6X516/

30B7W12X14 (TOS = 111'-5 12/ " )

13C1HSS4X4X14/

30B5W12X14(TOS = 111'-8" )

28B8 W12X26 (TOS = 111'-5 12/ " )30B2W12X14 (TOS = 111'-5 12/ " )

13C2HSS4X4X14/

30B6 W12X14 (TOS = 111'-5 12/ " )

30B5W12X14(TOS = 111'-8" )

12/09/08

NOTE:SEE SHEET E13 FORRTU DETAILS/SECTIONS

PLEASE VERIFY ALL RTUSUPPORT SIZES AND LOCATIONSPART 'C'

PART 'D'

KEY PLAN @ ROOF


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 08:51:41am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

ROOF FRAMING PLAN (PART 'C')



STRUCTURAL VISIONS


DRAWING NO.

E3REV. 0


DRAWN BY:

CHECKED BY:

SLW



31B6 W12X14 (TOS = 124'-11" )

14C1HSS4X4X14/

15C1HSS6X6X516/

44T1 HSS6X6X.250

ZZ

E10

YYE10

X

X

E10

W

W

E10

V

V

E10

UUE10

(BRACE)(BRACE)

18'-7

"8'

-0"

5'-4

1 2/ "

SLO

PE

1 4/" :

12"

SLO

PE

1 4/" :

12"

SLO

PE

1 4/" :

12"

15'-8"

X - X

X - X

9'-4

1 2/ "

E 30B8 W12X14 (TOS = 124'-11" )

17'-6"1 2 987

B

C

D

6543

32B4 W21X44 (TOS = 125'-9 12/ " )

36B1 W24X68 (TOS = 126'-3 14/ " )

19C1HSS8X8X12/

19C2HSS8X8X12/

W12

X14

(VAR

)38

B2

W12

X14

(VAR

)38

B144T5

TS4X4X14/

37B4 W12X14 (TOS = 126'-5 12/ " )

W12

X14

(VAR

)37

B3

44T5TS4X4X14/ 43T2

HSS8X8X14/

W12

X14

(VAR

)36

B4

ROOF FRAMING PLAN @ PART 'C'

49'-3"

X - X

22'-7

"6

E6

E51

17C1HSS8X8X38/

31B8 W18X35 (TOS = 125'-9 12/ " )

10C1HSS6X6X516/

W14

X22

(VAR

)31

B9

40T6 HSS8X8X.375

W18

X35

(VAR

)32

B1

W14

X22

(VAR

)32

B6

32B

3W

18X3

5(V

AR)

17C2HSS6X6X38/

37B1 W21X50 (TOS = 126'-3 14/ " )

16C3HSS6X6X516/

44T7TS4X4X14/

44T2TS4X4X14/

44T2TS4X4X14/

44T6TS4X4X14/

44T5TS4X4X14/


44T1 HSS6X6X.250

E11AGAG(do)

(do)

(do)

(do)

X - X

X - X X - X

RTU 3

31B8 W18X35 (TOS = 125'-4" )

11C1HSS6X6X516/

CONT'D ON SHEET E4

(do)

(do)

(do)

(do)

(JOIST)

X - XX - X

X - X

X - XRTU 1

22'-7

"

3E5

X - X

10C2HSS8X8X38/

X - X

10"

18'-3" 12'-4" 3'-8" 15'-0"

20C1HSS8X8X12/

19C1HSS8X8X12/

42T1 HSS8X8X14/

38B7 W12X14 (TOS = 126'-5 12/ " ) 37B5 W12X14 (TOS = 126'-5 12/ " ) 37B6 W12X26 (TOS = 126'-5 12/ " )


(do)

(do)

(do)

(do)

(do)

(do)

(do)

(do)

4'-0

"

31B7 W16X26 (TOS = 124'-11" )

28'-10" 14'-9"

X - X

X - XRTU 2

X - X

X - XRTU 4

12C1HSS4X4X14/

E67 2

E5

21C1HSS6X6X516/

16C2HSS6X6X516/

26B

6W

16X2

6(V

AR)

32B

5W

16X2

6(V

AR)

44T3TS4X4X14/ 44T4

TS4X4X14/

44T5TS4X4X14/


20C2HSS6X6X516/

W24

X68

(VAR

)36

B2(JOIST)

E11AG AG

(JOIST)

2'-10"

10"

7'-6" 13'-8" 20'-7"

19C1HSS8X8X12/

18C1HSS8X8X12/

37B2W12X26 (TOS = 126'-5 12/ " ) 36B3 W12X14 (TOS = 126'-5 12/ " )


18C2HSS8X8X12/

HIGH ROOF FRAMING PLAN

40'-0"

ADADE10

AC

AC

E10

AB

AB

E10

SLO

PE

5 16/" :

12"

SLO

PE

5 16/" :

12"

9'-4

1 2/ "5'

-5"

15'-0" 17'-6" 7'-6"

7E6

E66

23C1HSS8X8X12/

44T1HSS6X6X.250

23C2HSS8X8X12/

W12

X14

(VAR

)38

B3

24C2HSS8X8X12/

24C1HSS8X8X12/

38B6 W16X26 (TOS = 140'-9" )

W12

X14

(VAR

)38

B4

38B5 W16X26 (TOS = 141'-0" )

7

B

C

654

12/09/08

KEY PAN @ ROOF

PART 'C'

PART 'D'

PLEASE CONFIRM ALL RTUSUPPORT SIZES AND LOCATIONS

NOTE:SEE SHEET E13 FORRTU DETAILS/SECTIONS


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 08:58:53am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

ROOF FRAMING PLAN (PART 'D')



STRUCTURAL VISIONS


DRAWING NO.

E4REV. 0


DRAWN BY:

CHECKED BY:

SLW



AE

AE

E11

15'-8" 28'-10" 13'-11"

1'-10"

5'-812/ "46PL3 8@4'-10"=38'-8" 4'-1012/ " 4'-10" 10@4'-1012/ "=48'-9" 5'-8" 46PL3

TYP. JOIST BRG@ 123'-812/ "

3'-6

1 2/ "

SLO

PE

1 4/" :

12"

SLO

PE

1 4/" :

12"

SLO

PE

1 4/" :

12"

17'-6"

2'-334/ "11@4'-1012/ "=53'-712/ "

X - X

X - X

E11AH AH

E6

28B2 W12X26 (TOS = 124'-5 12/ " )

W16

X31

(VA

R)32

B2

W16

X26

(VA

R)26

B5 10C2

HSS8X8X38/

30B8 W12X14 (TOS = 124'-11" )

HS

S6X

6X.2

50(V

AR

)41

T5

W12

X14

(VA

R)31

B5

15C1HSS6X6X516/W

16X

26(V

AR

)26

B6

1 2 987

K

J

E

F

G

H

6543

ROOF FRAMING PLAN @ PART 'D'

12'-4"

9@4'-10"=43'-6"

X - X

X - X

RTU 8

46PL5PL38/ x6 12/(TOS = 123'-1 916/ " )

AH

AH

E11

AGAGE11

AFAFE11

E64

46PL4PL38/ x6 12/(TOS = 123'-10 716/ " )

7C2HSS6X6X38/

31B1 W12X16 (TOS = 124'-4 58/ " ) 31B2 W12X14 (TOS = 124'-4 58/ " ) 31B3 W12X14 (TOS = 124'-4 58/ " )

7C2HSS6X6X38/8C1

HSS6X6X516/

HS

S6X

6X.2

50(V

AR

)40

T3

W12

X14

(VA

R)26

B3 W

16X

26(V

AR

)26

B4

7C1HSS4X4X14/

46PL3PL38/ x6 (TOS = 123'-8 12/ " )4'-912/ "

18'-3"

3'-212/ "46PL1

10"

46PL1PL14/ x4 (TOS = 124'-1 12/ " )

RTU 5

3'-8" 15'-0"

2'-612/ "

46PL4PL38/ x6 12/(TOS = 122'-9 34/ " )

RTU 9

X - X

X - X

X - X

X - X

X - X

X - X

X - X X - X

CONT'D ON SHEET E3

E53

31B8 W18X35 (TOS = 125'-4" )

11C1HSS6X6X516/ W

14X

22(V

AR

)31

B9

W18

X35

(VA

R)32

B1

6C1HSS4X4X12/

13'-8"

RTU 7RTU 6

RTU 10

X - X

X - X

X - X

X - XX - X

X - X

X - X

X - X

46PL1 PL14/ x4 (TOS = 124'-1 12/ " )

6C2HSS4X4X38/

31B4 W14X30 (TOS = 124'-5 12/ " ) 26B2 W14X30 (TOS = 124'-5 12/ " )

46PL5PL38/ x6 12/(TOS = 123'-1 18/ " )

W12

X22

(VA

R)26

B7

16C1HSS4X4X14/

7'-6" 20'-7"

10"

3'-334/ " 46PL1

46PL3 PL38/ x6 (TOS = 123'-8 12/ " )

AJ AJE11

AH

AH 31B7 W16X26 (TOS = 124'-11" )

AG AG

E11

E11AF AF

5

12C1HSS4X4X14/

31B6 W12X14 (TOS = 124'-11" )

14C1HSS4X4X14/

12/09/08

PLEASE VERIFY TUBE CONNECTION


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 09:14:44am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

ELEVATIONS @ PART 'A' & PART 'C'



STRUCTURAL VISIONS


DRAWING NO.

E5REV. 0


DRAWN BY:

CHECKED BY:

SLW



ELEV. 1E1

18'-3"

14'-3

1 8/ "12

'-113

8/ "

812/ "

12"

14/WELD TUBE TO BRACE

126'-5"1/2

33B1 W18X35

114'-3"

100'-0"

21

PL34/ x11 316/ x 1'-7 38/ "W/ #5 REBAR (TEMP)

38B2 W12X14

37B5 W12X14

PL34/ x11 316/ x 1'-9"W/ #5 REBAR (TEMP)

42T3HSS8X8X 1

4/

20C

1H

SS8X

8X1 2/

PL34/ x11 316/ x 1'-9"W/ #5 REBAR (TEMP)

878/ "

L6 X4 X516/

38B7 W12X14

9"

938/ "

12"

PL34/ x11 18/ x 1'-1 14/ "W/ #5 REBAR (TEMP)

19C

2H

SS8X

8X1 2/

PL38/ x4

44A4 L3X3X14/

42T2 HSS16X8X516/

42T1HSS8X8X1 4/

36B4 W12X14

ELEV. 2E1

917'-9"

PL38/ x4

878/ "

14'-3

1 8/ "12

'-113

8/ "

L3-12/ X3-12/ X516/

14/WELD TUBE TO BRACE

43T1 HSS16X8X516/

834/ "

12"

126'-5"1/2

35B6 W18X35

43T3HSS8X8X1 4/

114'-3"

100'-0"

PL34/ x11 316/ x 1'-6 78/ "W/ #5 REBAR (TEMP)

PL34/ x11 316/ x 1'-8 1116/ "W/ #5 REBAR (TEMP)

L6 X4 X516/

37B2 W12X26 PL58/ x8

9"

958/ "

12"

PL34/ x10 78/ x 1'-1 316/ "W/ #5 REBAR (TEMP)

18C

1H

SS8X

8X1 2/

36B3 W12X14

PL34/ x11 316/ x 1'-8 1116/ "W/ 34/ "ØA307 x 912/ "

43T2HSS8X8X 14/

44T5 TS4X4X14/

18C

2H

SS8X

8X1 2/

PL38/ x4

ELEV. 3E1

4"

22'-7"

12'-1

"13

'-05 8/ "

111'-8"

SLOPE 14/ " : 12"

40T5 HSS8X8X.375

E

100'-0"

D

28B4 W12X14

30B8 W12X14

PL34/ x6 12/ x 1'-9"W/ 34/ "ØA325 x 212/ "

PL34/ x11 18/ x 1'-1 18/ "W/ #5 REBAR (TEMP)

PL34/ x11 116/ x 1'-8 14/ "W/ #5 REBAR (TEMP)

32B3 W18X35

31B8 W18X35

17C

1H

SS8X

8X3 8/

41T1 HSS8X8X.375

PL38/ x4 PL38/ x4

615 16/

"

12"

32B1 W18X35

40T6 HSS8X8X.375

6716/

"

12"

PL34/ x10 14/ x 1'-0"W/ #5 REBAR (TEMP)

10C

2H

SS8X

8X3 8/

L4X4X38/ x 0'-6 12/ "W/ 34/ "ØA325 x 212/ "

PL38/ x4

PL38/ x4

26B5 W16X2631B8 W18X35

PL34/ x11 18/ x 1'-11 116/ "W/ #5 REBAR (TEMP)

516/516/ Typ

9"

3"

4"4"

TYP. BRACE FRAME CONNECTION

PL1 x14 x 1'-2"

12/

12/

516/516/ Typ

61 2/ "

PL34/ x10 78/ x 1'-1 316/ "W/ #5 REBAR (TEMP)

958/ "

12"HSS

8X8X

1 2/ HSS8X8X1 4/

100'-0"

516/516/12" MIN

516/516/Typ

4"

111'-8"

TYP. BRACE/TUBE CONNECTION

12"

6716/

"

12"

615 16/

"1

2/

1 2/

516/516/ Typ

3"

4"

4" 1 2/

1 2/6 12/ "

PL34/ x6 12/ x 1'-9"W/ 34/ "ØA325 x 212/ "

PL34/ x11 18/ x 1'-1 18/ "W/ #5 REBAR (TEMP)

PL34/ x11 116/ x 1'-8 14/ "W/ #5 REBAR (TEMP)

41T1 HSS8X8X.375

40T6 HSS8X8X.375

40T5 HSS8X8X.375

17C

1H

SS8X

8X3 8/

D

TYP. BRACE FRAME CONNECTION

812/ "

12"

516/516/Typ

61 2/ "

3"

4"4"

PL34/ x11 316/ x 1'-9"W/ #5 REBAR (TEMP)

37B5 W12X14

42T1HSS8X8X1 4/

38B7 W12X1444A4 L3X3X14/

19C2 HSS8X8X12/

126'-5"1/2

2

L3-12/ X3-12/ X516/

44T7 TS4X4X14/

12/09/08PLEASE VERIFY ALLCLOUDED SLOPES/DIMS/TOS

NOTE:FOR TYPICAL DETAILS @ BRACES - SEE SHEET E5


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 09:18:59am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

ELEVATIONS @ PART 'B' & PART 'D'



STRUCTURAL VISIONS


DRAWING NO.

E6REV. 0


DRAWN BY:

CHECKED BY:

SLW



ELEV. 6E3

14'-4

5 16/"

9'-412/ "

44T1HSS6X6X.250

141'-0"

SLOPE 14/ " : 12"

38B3 W12X14

SLOPE 516/ " : 12"

5'-5"

(2)- L3-12/ X3-12/ X516/ x 0'-5 12/ "W/ 34/ "ØA325 x 2"

(2)- L3-12/ X3-12/ X516/ x 0'-5 34/ "W/ 34/ "ØA325 x 2"

23C

2H

SS8X

8X1 2/

PL34/ x9 x 1'-2"W/ 34/ "ØA325 x 2"

23C

1H

SS8X

8X1 2/

PL34/ x10 516/ x 1'-0 12/ "W/ #5 REBAR (TEMP)

38B6 W16X26

38B5 W16X26

37B6 W12X26

PL34/ x9 x 1'-2"W/ 34/ "ØA325 x 2"

126'-5"1/2

140'-9"

37B1 W21X50

38B1 W12X14

CB

b3

4716/

"

L2-12/ X2-12/ X14/ (NS/FS)

126"-318/ "

12"

71316/ "PL34/ x9 12/ x 1'-5 38/ "W/ #5 REBAR (TEMP)

b4

ELEV. 7E3

14'-4

5 16/"

9'-412/ "

141'-0"

44T1

HSS6

X6X.

250

SLOPE 14/ " : 12"

SLOPE 516/ " : 12"

PL34/ x9 12/ x 1'-5 38/ "W/ #5 REBAR (TEMP)

PL34/ x9 x 1'-2"W/ 34/ "ØA325 x 2"

38B5 W16X26

38B6 W16X26

24C

2H

SS8X

8X1 2/

24C

1H

SS8X

8X1 2/

37B2 W12X2636B1 W24X68

126'-5"1/2

140'-9"

37B3 W12X14

CB

126"-318/ "

12"

71316/ "

b4

44A4 L3X3X14/b3

PL34/ x10 516/ x 1'-0 12/ "W/ #5 REBAR (TEMP)

4716/

"

5'-5"

38B4 W12X1444A4 L3X3X14/

ELEV. 4E4

12'-1

0"13

'-05 8/ "

PL34/ x5 12/ x 1'-0"W/ 34/ "ØA307 x 912/ "

40T1HSS6X6X.250

L3-12/ X3-12/ X516/W/ 34/ "ØA325 x 2" 29B4 W14X34

H

100'-0"

J

2C1

HSS

6X6X

5 16/

1'-1

"

40T2

HSS6X6X

.250

PL34/ x9 1116/ x 1'-0 1116/ "W/ #5 REBAR (TEMP)

115 8/ "

12"8C1

HSS

6X6X

5 16/

PLEASE VERIFYTOP OF STEEL

112"-0"

7'-6"

40T4 TUBEHSS6X6X.250(TOS = 112'-0" )

PL34/ x9 1316/ x 0'-10 12/ "W/ #5 REBAR (TEMP)

PL34/ x5 12/ x 1'-0"W/ 34/ "ØA307 x 912/ "

31B1 W12X16

40T3 HSS6X6X.250

PL34/ x9 1116/ x 1'-0"W/ #5 REBAR (TEMP)

516/516/ Typ

PL34/ x9 78/ x 1'-0"W/ #5 REBAR (TEMP)

PLEASE VERIFYTOP OF STEEL

11'-412/ "

12'-1

0"13

'-7"

1'-1

"

PL34/ x5 12/ x 0'-10"W/ 34/ "ØA325 x 212/ "

F E

100'-0"

28B6 W12X22

28B8 W12X2627B9 W12X26

15C

2H

SS6X

6X5 1

6/

5C3

HSS

6X6X

5 16/

ELEV. 5E4

41T4HSS6X6X.250

PL34/ x9 916/ x 1'-0 18/ "W/ #5 REBAR (TEMP)

PL34/ x9 916/ x 1'-3 78/ "W/ #5 REBAR (TEMP)

8'-1112/ "

112"-0"

41T6HSS6X6X.250

41T7 TUBEHSS6X6X.250(TOS = 112'-0" )

516/516/Typ

PL34/ x9 1516/ x 1'-1 516/ "W/ #5 REBAR (TEMP)

15C

1H

SS6X

6X5 1

6/

41T5 HSS6X6X.250

PL34/ x5 12/ x 1'-3"W/ 34/ "ØA325 x 212/ "

PL34/ x9 1116/ x 1'-2 1316/ "W/ #5 REBAR (TEMP)

31B6W12X14

12/09/08PLEASE VERIFY EXTENSIONCONNECTION FOR BEAMS


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 10:01:44am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

DETAILS



STRUCTURAL VISIONS


DRAWING NO.

E7REV. 0


DRAWN BY:

CHECKED BY:

SLW



PL38/ x3 12/

3"3"

3"

114'-3"114'-0"

1

5"

44A4 L3X3X14/

44A5 L5X3X14/

L3-12/ X3-12/ X516/ x 0'-5 12/ "W/ 34/ "ØA325 x 2"

33B4 W12X14

21C2 HSS4X4X14/

33B2 W12X14

A - AE1

PL38/ x3 12/

3"3"

5"

114'-3"

ASLOPE 316/ " : 12"

1.5B 22 GA DECK

215 16/

"3"

3"

8"

11516/ "

44A4 L3X3X14/

(2) L3-12/ X3-12/ X516/ x 0'-5 12/ "W/ 34/ "ØA325 x 2"

33B4 W12X14

21C3 HSS4X4X14/

33B3 W12X14

B - BE1

3"3"

3"

L3-12/ X3-12/ X516/

5"

114'-3"

A

114'-0"

SLOPE 316/ " : 12"

1.5B 22 GA DECK

8"

212/ "

33B5 W12X14

44A4 L3X3X14/

33B6 W12X14

C - CE1

44A4L3X3X14/

8"

3" 5"

114'-0"114'-3"

34B4 W12X19

3"

2'-312/ "

AZ

SLOPE 14/ " : 12"

1.5B - 22GA DECK

3"3"

5"

44A4 L3X3X14/

PL58/ x8 x 1'-2"W/ 34/ "ØA325 x 214/ "

39B2 W14X30

STIFF PL38/ x3 14/

(2) L3-12/ X3-12/ X516/ x 0'-8 12/ "W/ 34/ "ØA325 x 2"

22C1 HSS8X8X12/

44A4 L3X3X14/

39B4 W14X30

D - DE1

1.5B 22 GA DECK

JOIST

512/ "

1

1

3"3"

512/ "

L3-12/ X3-12/ X516/

L2-12/ X2-12/ X14/L2-12/ X2-12/ X14/

L2-12/ X2-12/ X14/

L2-12/ X2-12/ X14/

118'-8"

Y

SLOPE 14/ " : 12"1.5B - 22GA DECK

2'-2"4"

39B4 W14X30

22C2 HSS8X8X12/

44A4 L3X3X14/

PL34/ x9 x 1'-2"W/ 34/ "ØA325 x 2"

39B3 W14X30(BEYOND)

39B1 W14X30(BEYOND)

44A4 L3X3X14/

E - EE1

3"3"

PL38/ x4

218/ "

4"

BRICK VENEER

3"3"

3"3"

114'-3"

B

SLOPE 316/ " : 12"

316/ 2"@12"Typ

14/WELD TO COLS

212/ "

1'-6

1 2/ "

212/ "

3"3"

3"

19C2 HSS8X8X12/

33B5 W12X14

44A4 L3X3X14/

L6 X4 X516/

33B1W18X35

42T2 HSS16X8X516/

PL38/ x4 x 0'-11 12/ "W/ 34/ "ØA325 x 2"

F - FE1

3"3"

3"

2'-2"

39B3 W14X30

PL34/ x9 x 1'-2"W/ 34/ "ØA325 x 214/ "

44A4 L3X3X14/

22C2 HSS8X8X12/

39B4 W14X30

L2-12/ X2-12/ X14/ (NS/FS)

118'-8"

(2) - L3-12/ X3-12/ X516/ x 0'-8 12/ "W/ 34/ "ØA325 x 2"

PL14/ x2 12/

1 - 1

1.5B - 22GA DECK

12/09/08

APPROVERS NOTE:DOES CANOPY NEEDTO BE ROLLED? CHANNELFRAME, W12x30, HSS6x2?

PLEASE VERIFY TOP OFSTEEL FOR W12x26

APPROVERS NOTE:AS PER CONVERSATION WITH ENGINEERJUSTIN FEJAR ON 11/17/08, THE TS AND W12x26ARE CENTERLINE ON GRIDLINE '1'.THEREFORE W12x26 NEEDS TO BE RAISED ABOVE TS.PLEASE DETERMINE WHAT HEIGHT?


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 09:58:24am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

DETAILS



STRUCTURAL VISIONS


DRAWING NO.

E8REV. 0


DRAWN BY:

CHECKED BY:

SLW



110'-818/ "

K

111'-8"

INT. FACE OFCMU WALL

316/ Typ

2"

112/ "

44A1 L4X4X14/W/ 12/ "Ø STUDSx 5"@ 18"O.C.& 58/ "Ø HILTI HY150 x 5"@48"O.C.

25B9 W12X14

46PL5 PL38/ x6 12/ x 0'-8"W/ 12/ "ØHILTI HAS x 6"

G - GE2

8"INT. FACEOF CMU WALL

JOIST

EQ.EQ.

K

111'-5"1/2111'-8"

44A1 L4X4X14/W/ 12/ "Ø STUDSx 5"@ 18"O.C.& 58/ "Ø HILTI HY150 x 5"@48"O.C.

46PL3 PL38/ x6 x 0'-6"W/ 12/ "Ø STUDS x 5"

H - HE2

3"6"

4"

1

111'-5"1/2111'-8"

316/ 2"@12"Typ

38/

10"

2" 2"

2"

3"3"

3"

1'-1"

3"

PL38/ x4 x 0'-8 12/ "W/ 34/ "ØA325 x 2"

(4)- L3-12/ X3-12/ X516/ x 0'-5 12/ "W/ 34/ "ØA325 x 2"1C1 HSS4X4X14/

25B9 W12X14

45PL2 PL14/ x16 12/W/ 12/ "Ø STUDS x 5"

25B3 W14X22

I - IE2

111'-5"1/2111'-8"

(2)- L3-12/ X3-12/ X516/ x 0'-5 12/ "W/ 34/ "ØA325 x 2" (NS/FS)

(2)- L3-12/ X3-12/ X516/ x 0'-8 12/ "W/ 34/ "ØA325 x 2" (NS/FS)

212/ "

3"3"

PL34/ x5 12/

29B4 W14X34

2C1 HSS6X6X516/

45PL2 PL14/ x16 12/W/ 12/ "Ø STUDS x 5"

29B3 W12X14

PL38/ x3 x 0'-8 12/ "W/ 34/ "ØA325 x 2"

PL34/ x9 1116/

PL34/ x9 78/

40T2 HSS6X6X.250

25B8 W12X14

44A2 L4X4X14/W/ 12/ "ØSTUDSx5"

40T4 HSS6X6X.250

J - JE2

JOIST

(2) - 44A2 L4X4X14/W/ 12/ "ØSTUDSx5"(WELD BACK TO BACK)

1

10"

110'-3"

316/ 2"@12"2"@12"

Typ

PL38/ x3 18/

29B8 W12X26

11C1 HSS6X6X516/

41T2 HSS10X6X14/

PL34/ x6 x 1'-0"W/ 34/ "ØA325 x 214/ "

45A7 L7X4X38/

2 - 2

2'-612/ "

X - X

X - X

2'-312/ "

PL14/ x6

C6X8.2 @ 2'-6" MAX

1

118'-8"

MTL STUDS(BY OTHERS)

BRICK VENEER

14/Typ

18/TO MTL STUDS

EL11

7'-7

1116/

"

8C2 HSS4X4X14/

STIFF PL38/ x3 18/ (B/S)@COLS

49B1 W12X30

C6X8.2

HSS6X2X316/

43A1 L6X6X516/

L - LE2

110'-3"

112'-114/ "2

245A7 L7X4X38/ (LLH)

E

PL38/ x3 18/ (NS/FS)

PL34/ x6 x 1'-0"W/ 34/ "ØA325 x 212/ "

11C1 HSS6X6X516/

29B8 W12X26

41T2 HSS10X6X14/

M - ME2

X - X

316/ 2"@12"Typ

METAL STUDS(BY OTHERS)

44A2 L4X4X14/W/ 12/ "Ø STUDSX5"

26B1 W12X19(BEAM TO BEARON MTL STUDS)

111'-5"1/2111'-8"

H

45A5 L5 X3 12/ X14/

K - KE2

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 09:55:24am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

DETAILS



STRUCTURAL VISIONS


DRAWING NO.

E9REV. 0


DRAWN BY:

CHECKED BY:

SLW



111'-8"111'-5"1/2

4" SLAB

L3-12/ X3-12/ X516/ x 0'-8 12/ "W/ 34/ "ØA325 x 2" (NS/FS)

2"

3"3"

3"

44A2 L4X4X14/W/ 12/ "ØSTUDSx5"(WELD TO JOIST) 44A2 L4X4X14/

W/ 12/ "ØSTUDSx5"(WELD TO JOIST)

26B1 W12X19

29B4 W14X34

N - NE2

2"

111'-8"111'-5"1/2

4" SLAB

3"3"

3"

44A2 L4X4X14/W/ 12/ "ØSTUDSx5"(NS/FS)

PL38/ x4 x 0'-8 12/ "W/ 34/ "ØA325 x 2"

PL38/ x4

2C2 HSS4X4X14/

29B4 W14X34

O - OE2

29B6 W12X14

2"

5

111'-8"111'-5"1/2

4" SLAB

L3-12/ X3-12/ X516/ x 0'-5 12/ "W/ 34/ "ØA325 x 2" (NS/FS)

3"3"

25B6 W14X48

44A2 L4X4X14/W/ 12/ "ØSTUDSx5"

44A2 L4X4X14/W/ 12/ "ØSTUDSx5"(WELD TO JOIST)

Q - QE2

4"

2"@12"316/ 2"@12"

Typ 5

111'-8"111'-5"1/2

4" SLAB

L3-12/ X3-12/ X516/ x 0'-8 12/ "W/ 34/ "ØA325 x 2" (NS/FS)

3"3"

3"

25B6 W14X48

25B5 W12X16

HSS2-12/ X2-12/ X316/44A2 L4X4X14/

W/ 12/ "ØSTUDSx5"(WELD TO HSS)

P - PE2

4"44A2 L4X4X14/

W/ 12/ "ØSTUDSx5"

2"

5

111'-8"111'-5"1/2

4" SLAB

3"3"

3"

28B2 W12X26

HSS2-12/ X2-12/ X316/

PL38/ x4 x 0'-8 12/ "W/ 34/ "ØA325 x 2"

PL38/ x4 x 0'-8 12/ "W/ 34/ "ØA325 x 2"

29B7 W12X147C1 HSS4X4X14/

R - RE2

JOIST

(WELD TO JOIST)W/ 12/ "ØSTUDx5"

E

111'-8"111'-5"1/2

A1 L4X4X14/ "4" SLAB4"

PL38/ x4 30B8 W12X14

S - SE2

3"

111'-8"111'-5"1/2

9

4" SLAB

316/ 2"@12"Typ

1'-1"

512/ "

3"

3"3"

3"

45PL2 PL14/ x16 12/W/ 12/ "ØSTUDSx5"

27B7 W12X1427B9 W12X26

(4) - L3-12/ X3-12/ X516/ x 0'-5 12/ "W/ 34/ "ØA325 x 2"

PL34/ x6 x 1'-0"W/ 34/ "ØA325 x 212/ "

(2) - L3-12/ X3-12/ X516/ x 0'-8 12/ "W/ 34/ "ØA325 x 2"

STIFF PL38/ x3 18/

16C1 HSS4X4X14/

27B8 W14X34

T - TE2

4"

316/ Typ

25B1 W12X1444A2 L4X4X14/

W/ 12/ "ØSTUDSx5"

111'-8"

S1E2

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 09:54:15am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

DETAILS



STRUCTURAL VISIONS


DRAWING NO.

E10REV. 0


DRAWN BY:

CHECKED BY:

SLW



10"

126'-5"1/2

1

3"11

2/ "

3"3"

3"

5"

134/ "

2"

PL58/ x8

L3-12/ X3-12/ X516/ x 0'-5 34/ "W/ 34/ "ØA325 x 2"PL38/ x3 x 0'-8 12/ "

W/ 34/ "ØA325 x 2"

38B2 W12X14

44A4 L3X3X14/

44A4 L3X3X14/38B7 W12X14

20C1 HSS8X8X12/

U - UE3

126'-5"1/2

B

18LH02 JOIST

1.5B 22GA DECK

VERIFY TUBECONNECTION

SLOPE 14/ " : 12"

316/Typ

3"3"

3"

4"44T2 TS4X4X14/

PL34/ x11 316/(BRACE PL)

44T7 TS4X4X14/

L3-12/ X3-12/ X516/ x 0'-5 12/ "W/ 34/ "ØA325 x 2"

PL38/ x4 x 0'-8 12/ "W/ 34/ "ØA325 x 2"

44A4 L3X3X14/

38B7 W12X14

19C2 HSS8X8X12/

V - VE3

316/ Typ

44A4L3X3X14/@48"O.C.

126'-5"1/2

B

1.5B 22GA DECK

SLOPE 14/ " : 12"

112/ "

3"

612/ "

PL34/ x9 x 1'-2"W/ 34/ "ØA325 x 212/ "

(2)- L3-12/ X3-12/ X516/ x 0'-5 34/ "W/ 34/ "ØA325 x 2"

STIFF PL38/ x3 18/

37B6 W12X26

23C2 HSS8X8X12/

44A4 L3X3X14/

38B1 W12X14

W - WE3

126'-5"1/2

C

SLOPE 14/ " : 12"

3"3"

8"

24C1 HSS8X8X12/

(2) - L3-12/ X3-12/ X516/ x 0'-5 12/ "W/ 34/ "ØA325 x 2"

PL34/ x9 x 1'-2"W/ 34/ "ØA325 x 212/ "

PL34/ x9 12/(BRACE PL)

37B3 W12X14

36B1 W24X68

STIFF PL38/ x4 14/

X - XE3

126'-5"1/2

9

1.5B 22GA DECK

8"3"

3"3"

5"

3"3"

3"3"

3"3"

2"2"

44A4 L3X3X14/

(2) - L3-12/ X3-12/ X516/ x 0'-11 12/ "W/ 34/ "ØA325 x 2"

(2) - L3-12/ X3-12/ X516/ x 1'-5 12/ "W/ 34/ "ØA325 x 2"

(2) - L3-12/ X3-12/ X516/ x 0'-8 12/ "W/ 34/ "ØA325 x 2" (F/S)

36B2 W24X68

36B4 W12X14 (F/S)

36B1 W24X68

32B5 W16X26

Y - YE3

PL38/ x4

PL38/ x4

614/ " 614/ "

TEXT

123'-8"1/2

D

SLOPE 14/ " : 12"

3"3"

3"81

8/ "

3"3"

3"77

8/ "

32B4 W21X44 31B8 W18X35

17C1 HSS8X8X38/

32B1 W18X35

32B3 W18X35

PL58/ x8 PL38/ x4 x 0'-11 12/ "W/ 34/ "ØA325 x 2"

Z - ZE3

PL38/ x4

A20L3X3X14/(WELD TO BEAM& JOIST)

141'-0"140'-9"

C1.5B 22GA DECK

SLOPE 516/ " : 12"

214/ "

3"3"

3"

3"3"

3"

44A4 L3X3X14/

PL38/ x4 x 0'-11 12/ "W/ 34/ "ØA325 x 2"

24C1 HSS8X8X12/

38B4 W12X14 38B6 W16X26

ACE3

44T1HSS6X6X.250

PL38/ x4

PLEASE VERIFY BEAMEXTENSION CONECTION

L2-12/ X2-12/ X14/ (NS/FS)

38B4 W12X14

PL38/ x4 x 0'-11 12/ "W/ 34/ "ØA325 x 2"

L2-12/ X2-12/ X14/

FILLER PL14/ x2 12/

44A4L3X3X14/(WELD TO BEAM& JOIST)

141'-0"140'-9"

B

10K1 JOIST 'R' EXTENSIONSLOPE 516/ " : 12"

1.5B 22GA DECK

5'-5"

44A4 L3X3X14/

24C2 HSS8X8X12/

38B5 W16X26

ABE3

141'-0"140'-9"

4

L3X3X14/(WELD TO BEAM& JOIST)

44A4

1.5B 22GA DECK

316/ Typ

316/ Typ

3"

10K1 @5'-0

44A4 L3X3X14/

38B3 W12X14

ADE3

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 09:53:47am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

DETAILS



STRUCTURAL VISIONS


DRAWING NO.

E11REV. 0


DRAWN BY:

CHECKED BY:

SLW



46PL3 PL38/ x6 x 0'-6"W/ 12/ "ØSTUDSx5""

4" 4"

123'-8"1/2

K SLOPE 316/ " : 12"

LH02 JOIST

1.5B 22GA DECK

44A4 L3X3X14/

AEE4

3" 7"

10"

123'-8"1/2

1 1.5B 22GA DECK

44A4 L3X3X14/

40T3 HSS6X6X.250 26B3 W12X14

AFE4

123'-8"1/2

11.5B 22GA DECK

28LH05JOIST

5"

10"

44A4 L3X3X14/

32B2 W16X31

AGE4

1.5B 22GA DECK

124'-958/ "

124'-458/ "

818/ "

5"

H

18LH02JOIST

31B1 W12X16

44A3 L2X2X316/

AHE4

7"

10"

123'-8"1/2

9

26B7 W12X2245PL1 PL14/ x9 12/

AJE4

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 09:39:03am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

MISC. ITEMS/DETAILS



STRUCTURAL VISIONS


DRAWING NO.

E12REV. 0


DRAWN BY:

CHECKED BY:

SLW



L5X3-12/ X14/

8"BRG.

8"BRG. VARIES

L5X3-12/ X14/L5X3-12/ X14/

X - X

GEOMETRY LAYOUT FOR EDGE ANGLE

8'-1"

2'-1

1 8/ "2'

-13 8/ "

2'-1

1 4/ "1'

-111

4/ "1'

-53 4/ "

634/ "

2'-714/ " 2'-2" 1'-612/ " 1134/ " 6716/ " 2116/ "

8'-5"

10'-1

"

9'-61

2/ "

8'-11

1 4/ "

8'-0"

47A1L5 X3 12/ X14/

48A4L4X4X14/

47A6L5 X3 12/ X14/

47A5L5 X3 12/ X14/

47A4L5 X3 12/ X14/

47A3L5 X3 12/ X14/

47A2L5 X3 12/ X14/

48A3L4X4X14/

47A7L4X4X14/

48A1L4X4X14/

48A2L4X4X14/

48A5L4X4X14/

45A5 L5 X3 12/ X14/

44A2 L4X4X14/

WP

2116/ " 6716/ " 1134/ " 1'-612/ "

1'-1

114/ "

1'-5

3 4/ "63

4/ "

8'-1"

10'-1

"

9'-6 12/ "

8'-11 14/ "

8'-5"

48A8L4X4X14/ 47A1

L5 X3 12/ X14/

47A7 L4X4X14/

47A9L4X4X14/

48A6L4X4X14/

48A7L4X4X14/

47A6L5 X3 12/ X14/

47A5L5 X3 12/ X14/

47A4L5 X3 12/ X14/

47A3L5 X3 12/ X14/

47A2L5 X3 12/ X14/

47A8 L4X4X14/

10'-3

1 2/ "

8'-0"

45A5L5 X3 12/ X14/

44A2 L4X4X14/

GEOMETRY LAYOUT FOR EDGE ANGLE

WP

2'-1

1 8/ "2'

-13 8/ "

2'-1

1 4/ "

2'-2" 2'-714/ "

13'-834/ "

46A1W/ 12/ "STUDSx4"@1'-4" (MAX)

1'-6

1 8/ "

R 1

6'-4

"

EDGE ANGLE @ STORE BALCONY

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 10:19:27am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

COLUMN ASSEMBLY DRAWINGS



STRUCTURAL VISIONS


DRAWING NO.

1REV. 0


DRAWN BY:

CHECKED BY:

SLW



GRADE DESCRIPTIONMARKQTY.SHIP MARKPIECE

FINISHLENGTH COMMENTSTOTAL

BILL OF MATERIALUNIT

QTY.

1C1 COLUMN 1

HSS4X4X1/4 12'-6 1/8"A500-GR.B 1 COLUMN hs16

PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 1 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38

1C2 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 2 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38

1C3 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 3 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38

ONE - COLUMN MARKED - 1C1HSS4X4X1/4 FAB-

3 8/1 8/

p38CTR'D

bx3

1C1

B - B

516/ Typ

10"

314/ "

314/ "

134/ "

612/ "

134/ "

10"

314/ "314/ "

134/ "612/ "134/ "

p2

1C1

4 - 1 116/ " ø HOLES

A - A

A A

B B

TYP

14/14/

Typ

1"

3 8/

3"11

'-91 2/ "

RD

3"3"

12'-7

1 2/ " (H

SS4X

4X1 4/

x 12

'-61 8/ "

)(-2

")

EL11

1'-5

1 2/ "EL

98'-8

"

2"2"

114/ "

4"p38CTR'D bx3 (N/S)

p2

1C1

Wes

t

3 - 1316/ " x 1"HORZ. SLOTS


D D

C C

TYP

14/14/

Typ

EL99

'-0"

EL11

1'-5

1 2/ "

(-2")

12'-3

1 2/ " (H

SS4X

4X1 4/

x 12

'-21 8/ "

)

114/ "

1"

4" 4"

2" 2"

2" 2"

3"3"

11'-5

1 2/ "R

D3"

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

1C2

Wes

t

p2

p38CTR'D

bx3 (N/S)

bx3 (N/S)

516/ Typ

10"

134/ "

612/ "

134/ "

314/ "

314/ "

10"

134/ " 612/ " 134/ "

314/ " 314/ "

4 - 1 116/ " ø HOLES

1C2p2

C - C

1 8/3 8/

1C2

p38CTR'D

bx3 bx3

D - D


F F

E E

14/14/

Typ

2" 2"2" 2"

EL11

1'-8

"EL

99'-0

"

114/ "

12'-6

" (H

SS4X

4X1 4/

x 12

'-45 8/ "

)

512/ "

3"3"

11'-5

1 2/ "R

D

1"

4" 4"

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

1C3

Wes

t

p2

p38CTR'D

bx3 (N/S)

bx3 (N/S)

bx3 (N/S)

1C3

bx3 (NS/FS)

TYP

4"

114/ "

2" 2"

3"3"

3"11

'-8"

RD

3 8/

3 - 1316/ " x 1"HORZ. SLOTS

p2

p38CTR'D

bx3

E - E

516/ Typ10"

134/ "

612/ "

134/ "

314/ "

314/ "

10"

134/ " 612/ " 134/ "

314/ " 314/ "

4 - 1 116/ " ø HOLES

1C3p2

F - F

1 8/

3 8/

38/ 18/

1C3 West

p38CTR'D

bx3

bx3

bx3

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 10:18:17am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

2REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

2C1 COLUMN 1


PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/4x5 1/2 1'-0"A36 1 PLATE p46

PL3/4x9 11/16 1'-0"A36 1 PLATE p40

PL3/8x3 0'-8 1/2"A36 1 BAR b6

2C2 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 1 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38

2C3 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 1 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38


1'-0

"

2"

114/ " 3" 114/ "

512/ "

3 16/3 8/

b6

p46CTR'D

p40CTR'D

2C1

B - B

14/Typ

1'-0"

1'-0

"

414/ "414/ "

134/ "812/ "134/ "

414/ "

414/ "81

2/ "13

4/ "13

4/ "

p3

2C1

4 - 1 116/ " ø HOLES

A - A

516/516/Typ

1'-0"

512/ "

13'-1

078/ "

512/ "

12'-1

1 2/ "R

D

b6

p46CTR'D

p9CTR'D

p40CTR'D

p3

2C1

1 - 1316/ " x 114/ "DIAG. SLOTS

A A

B B

14/Typ

TYP

434/ "

114/ "134/ "

1"

13'-1

078/ "

3"3"

11'-9

1 2/ "R

D

13'-1

178/ "

(HSS

6X6X

5 16/ x

13'

-103

8/ ")

2"

EL11

2'-9

7 8/ "EL

111'

-6"

EL98

'-8"

114/ "

b6 (N/S)

p40CTR'D

p3

2C1

Wes

t

3 - 1316/ " x 1"HORZ. SLOTS

p9CTR'D

p46CTR'D


D D

C C

14/14/

Typ

TYP

EL99

'-0"

EL11

1'-5

1 2/ "

2"12

'-31 2/ "

(HSS

4X4X

1 4/ x

12'-2

1 8/ ")

114/ "

11'-5

1 2/ "R

D3"

3"3"

1"

p2

3 - 1316/ " x 1"HORZ. SLOTS

2C2

Wes

t

p38CTR'D

bx3 (N/S)

14/Typ

314/ "

314/ "

10"

134/ " 612/ " 134/ "

314/ " 314/ "

10"

612/ "

134/ "

134/ "

p2

4 - 1 116/ " ø HOLES

2C2C - C

3 16/3 8/

2C2

p38CTR'D

bx3

D - D


F - F

3 8/1 8/

2C3

bx3p38CTR'D

E - E

516/ Typ10"

314/ "314/ "

134/ "612/ "134/ "

10"

314/ "

314/ "

134/ "

612/ "

134/ "

2C3p2

4 - 1 116/ " ø HOLES

E E

F F

TYP

14/14/

Typ

114/ "

2"12

'-31 2/ "

(HSS

4X4X

1 4/ x

12'-2

1 8/ ")

EL99

'-0"

EL11

1'-5

1 2/ " 4"

2"2"

3"3"

3"11

'-51 2/ "

RD

1"

2C3

Wes

t

p2

bx3 (N/S)

p38CTR'D

3 - 1316/ " x 1"HORZ. SLOTS

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 10:15:05am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

3REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

3C1 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 3 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38

3C2 COLUMN 3


PL1 x10 0'-10"A36 3 PLATE p2

PL3/8x4 0'-8 1/2"A36 9 BAR bx3

PL3/8x4 0'-4"A36 3 PLATE p38

3C3 COLUMN 2


PL1 x10 0'-10"A36 2 PLATE p2

PL3/8x4 0'-8 1/2"A36 6 BAR bx3

PL3/8x4 0'-4"A36 2 PLATE p38


4"

B B

A A

TYP

2" 2"EL

99'-0

"EL

111'

-51 2/ "

(-2")

12'-3

1 2/ " (H

SS4X

4X1 4/

x 12

'-21 8/ "

)

114/ "

1"

3"3"

11'-5

1 2/ "R

D3"

3 - 1316/ " x 1"HORZ. SLOTS

bx3 (N/S)bx3 (F/S)

bx3 (N/S)

p38CTR'D

p2

3C1

Wes

t

14/14/

Typ

4" 4"

2" 2"2" 2"

114/ "

3"3"

11'-5

1 2/ "R

D3"

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

bx3

bx3

bx3

p38CTR'D

p2

3C1

A - A

4 - 1 116/ " ø HOLES

516/ Typ

10"

134/ "

612/ "

134/ "

314/ "

314/ "

10"

134/ " 612/ " 134/ "

314/ " 314/ "

p2

3C1

B - B

18/38/

1 8/3 8/

38/ 316/

bx3

bx3

bx3

p38CTR'D3C1

3 - COLUMNS MARKED - 3C2HSS4X4X1/4 FAB-

D D

C C

14/14/

Typ

4" 4"

2" 2"

2" 2"

EL99

'-0"

EL11

1'-5

1 2/ "

(-2")

12'-3

1 2/ " (H

SS4X

4X1 4/

x 12

'-21 8/ "

)

114/ "

1"

3"3"

11'-5

1 2/ "R

D3"

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

p38CTR'D

bx3 (N/S)

bx3 (N/S)

bx3 (N/S)

p2

3C2

Wes

t

bx3 (NS/FS)

TYP

4"

2" 2"

114/ "

3"3"

3"11

'-51 2/ "

RD

3 - 1316/ " x 1"HORZ. SLOTS

p38CTR'D

bx3

p2

3C2

Wes

t

C - C

4 - 1 116/ " ø HOLES

p2

516/ Typ

314/ "

314/ "

10"

134/ " 612/ " 134/ "

314/ " 314/ "

10"

134/ "

134/ "

612/ "

3C2

D - D

38/ 316/

1 8/3 8/

p38CTR'D

bx3bx3

bx3

3C2


516/ Typ

314/ "

314/ "

134/ "

612/ "

134/ "

10"

10"

314/ "314/ "

612/ "134/ " 134/ "

p2

4 - 1 116/ " ø HOLES

3C3

E - E

3C3

bx3 (NS/FS)

TYP

3 8/

114/ "

2"2"

4"

12'-5

1 2/ "R

D3"

3"3"

p2

bx3p38CTR'D

3 - 1316/ " x 1"HORZ. SLOTS

3 8/1 8/

316/38/bx3

p38CTR'D

3C3

bx3bx3

F - F

E E

F F

14/14/

Typ

2"2" 2"2"

4"4"

1"11

4/ "

EL11

1'-5

1 2/ "EL

98'-0

"

12'-5

1 2/ "R

D3"

3"3"

(-2")

13'-3

1 2/ " (H

SS4X

4X1 4/

x 13

'-21 8/ "

)

p2

bx3 (N/S)

bx3 (N/S)

bx3 (N/S)

3C3

Wes

t

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 12:48:19pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

4REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

4C1 COLUMN 1


L2X2X1/4 0'-3"A36 1 ANGLE a6

PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

4C2 COLUMN 2


PL1 x10 0'-10"A36 2 PLATE p2

PL3/4x6 0'-10"A36 2 PLATE p8

4C3 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x3 0'-8 1/2"A36 1 BAR b6

PL3/8x4 0'-4"A36 1 PLATE p38


516/ Typ

1'-0

"

414/ "

414/ "

414/ "414/ "

812/ "

134/ "

134/ "

134/ "812/ "134/ "

1'-0"

4C1

p3

4 - 1 116/ " ø HOLES

A - A

A A1"

316/ 3 SIDES

TYP

1 2/

12'-3

" (H

SS6X

6X5 16/

x 1

2'-1

1 2/ ")

2"

EL11

1'-1

"EL

98'-8

"

11'-4

"R

D

a6 (F/S)

4C1

Wes

t

p3

p9CTR'D


516/ Typ

314/ "314/ "

134/ "612/ "134/ "

10"

314/ "

314/ "

134/ "

612/ "

134/ "

10"

4C2p2

4 - 1 116/ " ø HOLES

B - B

C C

B B

14/Typ

3 4/

1"

18'-9

1116/

" (H

SS4X

4X1 4/

x 18

'-715

16/")

(-2")

EL11

7'-7

1116/

"EL

98'-8

"

p8

p2

4C2

Wes

t

134/ " 134/ "

6"

312/ "

312/ "

312/ " 114/ "114/ "

112/ "

7"11

2/ "

10"

p8

4C24 - 1316/ " x 1"HORZ. SLOTS

C - C


E E

D D

14/14/

Typ

TYP

334/ "

114/ "

114/ " 134/ "

EL98

'-8"

EL11

1'-5

1 2/ "

(-2")

12'-7

1 2/ " (H

SS4X

4X1 4/

x 12

'-61 8/ "

)

3 8/

1"3"

3"11

'-91 2/ "

RD

3"

3 - 1316/ " x 1"HORZ. SLOTS

4C3

Wes

t

p2

b6 (N/S) p38CTR'D

516/ Typ

10"

134/ " 612/ " 134/ "

314/ " 314/ "

10"

134/ "

612/ "

134/ "

314/ "

314/ " 4 - 1 116/ " ø HOLES

4C3

p2

D - D

1 8/3 8/

4C3

b6p38CTR'D

E - E

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 10:33:51am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

5REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

5C1 COLUMN 1


L2X2X1/4 0'-3"A36 1 ANGLE a6

PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

5C2 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 1 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38

5C3 COLUMN 1


PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/4x5 1/2 0'-10"A36 1 PLATE p43

PL3/4x9 9/16 1'-0 1/8"A36 1 PLATE p47

PL3/8x4 0'-8 1/2"A36 1 BAR bx3


516/ Typ

414/ " 414/ "

1'-0

"

134/ "

812/ "

134/ "

414/ "

414/ "

1'-0"

134/ " 812/ " 134/ "

p3

4 - 1 116/ " ø HOLES

5C1A - A

A A

316/3 SIDES

TYP

11'-4

"R

D

EL98

'-8"

EL11

1'-1

"

2"12

'-3" (

HSS

6X6X

5 16/ x

12'

-11 2/ "

)

1"

5C1

Wes

t

p3

p9CTR'D

a6 (N/S)


38/ 18/

5C2 p38CTR'D

bx3

C - C

516/ Typ

10"

314/ "314/ "

134/ "612/ "134/ "

10"

314/ "

314/ "

134/ "

612/ "

134/ "

5C2

p2

4 - 1 116/ " ø HOLES

B - B

TYP

14/14/

Typ

114/ "

3"11

'-91 2/ "

RD

3"3"

2"2"

4"

5C2

p2

p38CTR'D

bx3

3 - 1316/ " x 1"HORZ. SLOTS

1"

C C

B B3 8/

12'-7

1 2/ " (H

SS4X

4X1 4/

x 12

'-61 8/ "

)(-2

")

EL11

1'-5

1 2/ "EL

98'-8

"

5C2

Wes

t

p2

p38CTR'D

bx3 (F/S)


E E

D D

TYP

EL98

'-8"

EL11

2'-9

1516/

"

113 16/

"14

'-01 8/ "

(HSS

6X6X

5 16/ x

13'

-105

8/ ")

1"

p3

p9CTR'D

bx3 (N/S)

5C3

Wes

t

p43CTR'D

p47CTR'D

516/516/Typ

14/14/

Typ

41116/ "

10"

5"

2"2"

114/ "

3"3"

11'-9

1116/

"R

D3"

11'-1

1316/

"8"

13'-1

118/ "

3 - 1316/ " x 1"HORZ. SLOTS

p3

p9CTR'D

bx3

5C3

p43CTR'D

p47CTR'D

1 - 1316/ " x 114/ "DIAG. SLOTS

516/ Typ

1'-0

"

134/ "

812/ "

134/ "

414/ "

414/ "

1'-0"

134/ " 812/ " 134/ "

414/ " 414/ "

4 - 1 116/ " ø HOLES

p3

5C3D - D

112/ " 112/ "

512/ "

2"

38/ 18/bx3

5C3

p43CTR'D

p47CTR'D

E - E

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 10:36:28am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

6REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

6C1 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 4 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38

6C2 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 4 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38


3 - 1316/ " x 1"HORZ. SLOTS

TYP

2" 2"

4" 4"

2" 2"

4" 4"

EL98

'-0"

EL12

4'-5

1 2/ "

2"26

'-31 2/ "

(HSS

4X4X

1 2/ x

26'-2

1 8/ ")

1"

12'-5

1 2/ "R

D3"

3"25

'-51 2/ "

3"3"

3"

p2

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

6C1

Wes

t

bx3 (N/S)

bx3 (N/S)

bx3 (N/S)

bx3 (N/S)

p38CTR'D

114/ "

C C

A A

B B

14/14/

Typ

114/ "

2" 2"

3 8/1 8/

6C1

bx3 bx3

C - C

bx3

6C1

B - B

3 8/3 16/

bx3

A - A

p2

516/ Typ

134/ "134/ " 612/ "

314/ " 314/ "

10"

314/ "

314/ "

134/ "

612/ "

134/ "

10"

6C1

4 - 1 116/ " ø HOLES


EL11

1'-5

1 2/ "

25'-3

1 2/ " (H

SS4X

4X3 8/

x 25

'-21 8/ "

)

114/ "

1"11

4/ "

2" 2"

4" 4"

4" 4"

2" 2" 2" 2"

3"3"

3"3"

24'-5

1 2/ "11

'-51 2/ "

RD

3"

p2

bx3 (N/S)

3 - 1316/ " x 1"HORZ. SLOTS

6C2

Wes

t

bx3 (N/S)

p38CTR'D

bx3 (N/S)

bx3 (N/S)

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

EL99

'-0"

(-2")

TYP

14/14/

Typ

EL12

4'-5

1 2/ "

E - E

3 16/3 8/

1 8/3 8/

6C2

bx3

bx3

516/ Typ

D - D

10"

314/ "

314/ "

134/ " 612/ " 134/ "

314/ " 314/ "

10"

612/ "

134/ "

134/ "

4 - 1 116/ " ø HOLES

6C2

p2

F - F

3 8/1 8/

6C2

bx3

bx3

p38CTR'D

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 10:39:15am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

7REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

7C1 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-11 1/2"A36 2 BAR b15

PL3/8x4 0'-8 1/2"A36 4 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38

7C2 COLUMN 2


PL1 x12 1'-0"A36 2 PLATE p3

PL1/2x6 0'-6"A36 2 PLATE p9

PL3/8x4 0'-8 1/2"A36 4 BAR bx3


14/14/

Typ

4"

2" 2"

3"3"

11'-8

"3"

3"71

5 16/"

EL11

1'-8

"

3"3"

11'-5

1 2/ "R

D3"

3"24

'-77 16/

"31

16/"

3"

4 - 1316/ " x 1"HORZ. SLOTS

4 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

7C1

p2

bx3

bx3

p38CTR'D

b15

b15

bx3

bx3

4"

2" 2" 114/ "

114/ "

114/ "

114/ "

414/ "

214/ "134/ "

214/ " 134/ "

111 2/ "

414/ "

3"24

'-29 16/

"

B B

EL11

1'-5

1 2/ "EL

124'

-101

2/ "

8"3"

3"3"

11'-5

1 2/ "R

D24

'-51 2/ "

3"

1"

4"

2"2"

(-2")

25'-8

1 2/ " (H

SS4X

4X1 4/

x 25

'-71 8/ "

)

2" 2"

4"

114/ "

7C1

Wes

t

p2

3 - 1316/ " x 1"HORZ. SLOTS

bx3 (N/S)

bx3 (N/S)

3 - 1316/ " x 1"HORZ. SLOTS

p38CTR'D

b15 (F/S)

b15 (N/S)

bx3 (F/S)

bx3 (N/S)

A A

EL99

'-0"

C CTYP

114/ "

B - B

18/38/

1 8/3 8/

bx3

bx3

bx3

7C1

C - C

bx33 8/

1 8/

18/38/

b15

b15 p38CTR'D7C1

A - A

516/ Typ10"

10"

314/ "

314/ "

134/ "134/ " 612/ "

314/ "314/ "

134/ "

612/ "

134/ "

p2

7C1

4 - 1 116/ " ø HOLES


E E

D D

TYP

14/14/

Typ

5" 5"

2" 2"

EL99

'-0"

EL12

4'-4

5 8/ "

(-2")

25'-2

5 8/ " (H

SS6X

6X3 8/

x 25

'-11 8/ "

)

114/ "

1"

3"3"

24'-4

5 8/ "R

D3"

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

p3

bx3 (N/S)

bx3 (N/S)

p9CTR'D

7C2

Wes

t

E - E

1 8/3 8/

bx3

bx3

p9CTR'D

7C2

D - D

516/ Typ812/ "

134/ "

134/ "

1'-0

"

134/ " 812/ " 134/ "

414/ " 414/ "41

4/ "41

4/ "

1'-0"

4 - 1 116/ " ø HOLES

p3

7C2

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 10:42:29am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

8REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

8C1 COLUMN 1


L3-1/2X3-1/2X5/16 0'-5 1/2"A36 1 ANGLE a14

PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/4x5 1/2 1'-0"A36 1 PLATE p46

PL3/4x9 11/16 1'-0 11/16"A36 1 PLATE p33

PL3/4x9 13/16 0'-10 1/2"A36 1 PLATE p41

PL3/8x3 0'-8 1/2"A36 1 BAR b6

8C2 COLUMN 2


PL1 x10 0'-10"A36 2 PLATE p2

PL3/4x6 0'-10"A36 2 PLATE p8


516/516/ Typ

516/516/ Typ

14/3 SIDES

5916/ "

1'-0"

1158/ "

12"

734/ "

91116/ "

1 4/

12"

41516/ "434/ "

91116/ "

12"

1113

16/" 25

'-115

16/"

711 16/

"

1'-0

7 16/"

12'-7

"R

D25

'-79 16/

"61

16/" p46

CTR'D

a14CTR'D

b6

p3

8C1

1 - 1316/ " x 114/ "DIAG. SLOTS

1 - 1316/ " x 114/ "DIAG. SLOTS

p41CTR'D

p9

p33CTR'D

C - C

1'-0

"

2"

512/ "

112/ " 112/ "

1 8/

3 8/

p46CTR'D

b6

8C1 West

A A

B B

C CTYP

14/Typ

434/ "

1"

8"3"

24'-8

5 8/ "R

D3"

134/ " 114/ "

114/ "

2"26

'-25 8/ "

(HSS

6X6X

5 16/ x

26'

-11 8/ "

)

EL98

'-8"

EL11

1'-6

"EL

124'

-39 16/

"EL

125'

-05 8/ "

3 - 1316/ " x 1"HORZ. SLOTS

1 - 1316/ " ø HOLES

8C1

Wes

t

p3

b6 (N/S)

a14CTR'D

p46CTR'D

p41CTR'D

p9CTR'D

p33CTR'D

B - B

114/ " 3" 114/ "

5"

112/ "

2"

8C1a14CTR'D

516/ Typ

A - A

1'-0

"

134/ "

812/ "

134/ "

414/ "

414/ "

414/ "414/ "

1'-0"

134/ "134/ " 812/ "

4 - 1 116/ " ø HOLES

8C1

p3

p33CTR'D


134/ "134/ "

114/ "312/ "114/ "

6"

312/ "

312/ "

112/ "

7"11

2/ "

10"

4 - 1316/ " x 1"HORZ. SLOTS

8C2p8

E - E

516/ Typ

D - D

314/ "314/ "

134/ "612/ "134/ "

10"

314/ "

314/ "

134/ "

612/ "

134/ "

10"

4 - 1 116/ " ø HOLES

8C2p2

516/ Typ

D D

E E3 4/

1"

18'-9

1116/

" (H

SS4X

4X1 4/

x 18

'-715

16/")

(-2")

EL11

7'-7

1116/

"EL

98'-8

"

p8

p2

8C2

Wes

t

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 10:43:48am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

9REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

9C1 COLUMN 1


L3X3X1/4 0'-3"A36 1 ANGLE a61

PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/8x4 0'-8 1/2"A36 1 BAR bx3

9C2 COLUMN 1


L3X3X1/4 0'-3"A36 1 ANGLE a61

PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/8x4 0'-8 1/2"A36 1 BAR bx3


B B

A A

EL98

'-8"

EL11

2'-1

1 4/ "2"

13'-3

3 16/" (

HSS

6X6X

5 16/ x

13'

-111

16/")

1"

1 2/

a61(CTR'D)(FS)

p9CTR'D

9C1

Wes

t

bx3 (F/S)

p3

A - A

516/ Typ

1'-0

"

134/ "

812/ "

134/ "

414/ "

414/ "

1'-0"

414/ " 414/ "

134/ "134/ " 812/ "

4 - 1 116/ " ø HOLES

9C1

p3

TYP

14/14/

Typ

14/3 SIDES

114/ "

5"

2" 2"

11'-4

"R

D12

'-51 4/ "

3"3"

3"

bx3 p9CTR'D

a61CTR'D

3 - 1316/ " x 1"HORZ. SLOTS

9C1

p3

p9CTR'D

C - C

38/ 18/

9C1

bx3


D - D

p9CTR'D

38/ 18/bx3

9C2

C - C

4 - 1 116/ " ø HOLES

516/ Typ

1'-0"

414/ "

414/ "

134/ "

812/ "

134/ "

1'-0

"

414/ "414/ "

134/ " 812/ " 134/ "

p3

9C2

5"

2" 2"

14/14/

Typ

14/3 SIDES

114/ "

12'-5

1 4/ "3"

3"3"

11'-4

"R

D

bx3

p3

9C2

p9CTR'D

a61CTR'D

3 - 1316/ " x 1"HORZ. SLOTS

C C

D D

TYP

1"

2"13

'-33 16/

" (H

SS6X

6X5 16/

x 1

3'-1

1116/

")

EL98

'-8"

EL11

2'-1

1 4/ "

bx3 (N/S)

p3

9C2

Wes

t

p9CTR'D

a61CTR'D

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 10:55:51am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

10REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

10C1 COLUMN 1

HSS6X6X5/16 26'-10"A500-GR.B 1 COLUMN hs23

PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/8x3 0'-11 1/2"A36 1 BAR b11

10C2 COLUMN 1


L4X4X3/8 0'-6 1/2"A36 1 ANGLE a49

PL1 x14 1'-2"A36 1 PLATE p1

PL3/4x10 1/4 1'-0"A36 1 PLATE p34

PL3/8x4 0'-11 1/2"A36 1 BAR b13

PL3/8x4 0'-11 1/2"A36 1 BAR b15

PL3/8x4 0'-8 1/2"A36 3 BAR bx3

PL3/8x4 0'-11 1/2"A36 1 BAR bx4

PL5/8x8 0'-8"A36 1 PLATE p18


B B

A A

14/Typ

TYP

434/ "

134/ " 114/ "

EL98

'-8"

EL12

5'-9

1 2/ "

(-2")

26'-1

112/ "

(HSS

6X6X

5 16/ x

26'

-10"

) 114/ "

1 2/

1"

3"3"

25'-1

012/ "

RD

3"3"

4 - 1316/ " x 1"HORZ. SLOTS

10C

1W

est

p3

b11 (N/S)

p9CTR'D

A - A

516/ Typ

134/ " 812/ " 134/ "

414/ " 414/ "

1'-0

"

134/ "

812/ "

134/ "

1'-0"

414/ "

414/ "

4 - 1 116/ " ø HOLES

10C1

p3

p9CTR'D

B - B

3 8/3 16/

10C1 b11


E - E

18/38/

316/38/

3 8/1 8/

3 8/3 16/

10C2 West

bx3bx4

p18CTR'D

b15

b13

4 - 1316/ " ø HOLES

4 - 1316/ " ø HOLES

516/ Typ

514/ "

514/ "

1'-2

"

1'-2"

101 2/ "

134/ "

134/ "

134/ "134/ " 1012/ "

514/ "514/ "

10C2 West

p34CTR'D

p1

4 - 1 116/ " ø HOLES

C - C

612/ "

612/ "

38/ 18/

1 8/3 8/

134/ " 3" 134/ "

212/ "

112/ "

10C2 West

a49CTR'D

bx3

bx3

D - D

3"11

'-8"

114/ "

6716/ "

12"

3 - 1316/ " x 1"HORZ. SLOTS

4 - 1316/ " x 1"HORZ. SLOTS

4 - 1316/ " x 1"HORZ. SLOTS

1 - 1316/ " x 114/ "DIAG. SLOTS

p1

bx3

bx3

a49CTR'D

b13 b15

p18CTR'D

bx4

bx3

p34CTR'D

10C

2

516/516/Typ

316/3 SIDES

1'-0

"

212/ "

114/ "

1014/ "

5316/ "

11'-9

"41

3 16/"

RD

9116/ "

3"3"

24'-7

7 8/ "3"

3"3"

26'-1

"

214/ "134/ " 214/ " 134/ "

24'-8

1 8/ "3"

3"3"

26'-1

"

114/ "

614/ " 614/ "

6"

2"2"

p18CTR'D

6" 6"

1"

5 8/

11'-5

1 2/ "3"

24'-1

1"26

'-1"

3"3"

3"

25'-1

"R

D3"

3"3"

3"

3 - 1316/ " x 1"HORZ. SLOTS

4 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

p1

bx3 (N/S)

bx3 (N/S)

a49 (F/S)

b13 (F/S)b15 (N/S)

26'-2

" (H

SS8X

8X3 8/

x 26

'-03 8/ "

)(-2

")

D D

C C

E E TYP

14/Typ

114/ "

2" 2"

2"2"

114/ "

EL12

5'-4

"EL

111'

-51 2/ "

EL99

'-0"

114/ "

bx4 (N/S)

bx3 (N/S)

p34 (F/S)

10C

2W

est

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 10:58:23am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

11REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

11C1 COLUMN 1


PL1/2x6 0'-6"A36 1 PLATE p9

PL3/4x6 1'-0"A36 1 PLATE p17

PL3/8x3 0'-11 1/2"A36 1 BAR b11

11C2 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 3 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38

11C3 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 2 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38


B B

A A

14/Typ

TYP

13'-2

3 4/ " (H

SS6X

6X5 16/

x 1

3'-1

1 2/ ")

EL12

5'-4

"EL

112'

-11 4/ "

114/ "

3 4/

3"3"

3"3"

12'-2

3 4/ "R

D

1 2/

434/ "

134/ " 114/ "

4 - 1316/ " x 1"HORZ. SLOTS

p17

11C

1W

est

p9CTR'D

b11 (N/S)

A - A

316/ Typ

1'-0

"

112/ "

9"11

2/ "

412/ "

412/ "

6"

114/ "312/ "114/ "

134/ "134/ "

p17

11C1

B - B

3 8/3 16/11C1

p9CTR'D

b11


D - D

38/ 18/

3 8/1 8/

11C2bx3

bx3p38CTR'D

bx3

C - C

314/ "314/ "

134/ "612/ "134/ "

10"

314/ "

314/ "

134/ "

612/ "

134/ "

10"

11C2

p2

4 - 1 116/ " ø HOLES

14/Typ3"

11'-8

"R

D3"

3"

2"2"

2"2"4"4"

11C

2W

est

p2

bx3

bx3

p38CTR'D

bx3

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

C C

D D

bx3 (NS/FS)

1"

3"11

'-51 2/ "

RD

512/ "

3"

12'-6

" (H

SS4X

4X1 4/

x 12

'-45 8/ "

)(-2

")

EL11

1'-8

"EL

111'

-51 2/ "

EL99

'-0"

114/ "

2"2"

4"

11C

2W

est

p2

bx3 (N/S)

p38CTR'D

3 - 1316/ " x 1"HORZ. SLOTS


F F

E E

TYP

14/14/

Typ

4" 4"

114/ "

2" 2"

EL99

'-0"

EL11

1'-5

1 2/ "

(-2")

12'-3

1 2/ " (H

SS4X

4X1 4/

x 12

'-21 8/ "

)

1"

3"3"

11'-5

1 2/ "R

D3"

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

p38CTR'D

bx3 (N/S)bx3 (N/S)

p2

11C

3W

est

E - E

14/Typ

10"

134/ "

612/ "

134/ "

314/ "

314/ "

10"

134/ " 612/ " 134/ "

314/ " 314/ "

4 - 1 116/ " ø HOLES

p2

11C3

F - F

1 8/

1 4/3 8/

p38CTR'D

bx3bx3

11C3

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 11:00:29am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

12REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

12C1 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 3 BAR bx3

PL3/8x4 0'-11 1/2"A36 1 BAR bx4

PL3/8x4 0'-4"A36 1 PLATE p38

12C2 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 2 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38


B B

4"

2" 2"2" 2"

EL99

'-0"

EL11

1'-5

1 2/ "EL

124'

-11"

(-2")

25'-9

" (H

SS4X

4X1 4/

x 25

'-75 8/ "

)

3"3"

3"11

'-51 2/ "

RD

3"3"

24'-1

1"

114/ "

1"11

4/ "

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

4 - 1316/ " x 1"HORZ. SLOTS

bx3 (N/S)

bx3 (N/S)

bx3 (N/S) bx4 (N/S)

p38CTR'D

p2

12C

1W

est

A A

14/14/

Typ

4" 4"

C C

TYP

2" 2"

4"

C - C1 8/

3 8/

bx3

bx4

p38CTR'D

12C1

B - B

1 8/

3 8/

bx3 bx3

12C1

516/ Typ

A - A

134/ " 612/ " 134/ "

10"

314/ " 314/ "

314/ "

314/ "

10"

134/ "

612/ "

134/ "

4 - 1 116/ " ø HOLES

p2

12C1ONE - COLUMN MARKED - 12C2HSS4X4X1/4 FAB-

E E

D D

4"

2" 2"

EL99

'-0"

EL11

1'-5

1 2/ "EL

111'

-8"

(-2")

12'-6

" (H

SS4X

4X1 4/

x 12

'-45 8/ "

) 114/ "

1"

3"51

2/ "11

'-51 2/ "

RD

3"

3 - 1316/ " x 1"HORZ. SLOTS

bx3 (N/S)

bx3 (F/S)

p38CTR'D

p2

12C

2W

est

E - E

1 8/3 8/

18/38/

bx3

bx3

p38CTR'D

12C2

114/ "

14/14/

Typ

TYP

4"

3"3"

11'-8

"R

D3"

2"2"

3 - 1316/ " x 1"HORZ. SLOTS

bx3

bx3p38CTR'D

p2

12C

2W

est

516/ Typ

D - D

10"

10"

314/ "

314/ "

134/ " 612/ " 134/ "

612/ "

134/ "

134/ "

314/ "314/ "

4 - 1 116/ " ø HOLES

p2

12C2

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 11:07:25am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

13REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

13C1 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 2 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38

13C2 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 2 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38

13C3 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 3 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38


1 8/3 8/

38/ 18/

13C1

bx3

bx3p38CTR'D

B - B

516/ Typ10"

10"

134/ "

134/ "

612/ "

314/ "

314/ "

314/ "314/ "

134/ "612/ "134/ "

13C1

p2

4 - 1 116/ " ø HOLES

A - A

14/Typ

TYP

114/ "

3"11

'-8"

RD

3"3"

2"2"

4"

13C

1

p2

bx3

bx3

p38CTR'D

3 - 1316/ " x 1"HORZ. SLOTS

A A

B B

1"

3"11

'-51 2/ "

RD

512/ "

3"

114/ "

12'-6

" (H

SS4X

4X1 4/

x 12

'-45 8/ "

)(-2

")EL

111'

-8"

EL11

1'-5

1 2/ "EL

99'-0

"

2"2"

4"

13C

1W

est

p2

bx3 (N/S)

bx3 (N/S)

p38CTR'D

3 - 1316/ " x 1"HORZ. SLOTS


38/ 18/

1 8/3 8/

bx3

bx3

p38CTR'D

13C2

D - D

516/ Typ

10"

314/ "314/ "

10"

134/ " 134/ "612/ "

314/ "

314/ "

134/ "

134/ "

612/ " p2

13C2

4 - 1 116/ " ø HOLES

C - C

14/14/

Typ

TYP

3 8/

114/ "

3"11

'-8"

RD

3"3"

2"2"

4"

bx3

bx3

p38CTR'D

p2

13C

23 - 1316/ " x 1"HORZ. SLOTS

C C

D D2"2"

4"

1"

3"11

'-51 2/ "

RD

512/ "

3"

12'-6

" (H

SS4X

4X1 4/

x 12

'-45 8/ "

)(-2

")EL

111'

-8"

EL11

1'-5

1 2/ "EL

99'-0

"

114/ "

bx3 (N/S)

bx3 (N/S)

p38CTR'D

p2

13C

2W

est

3 - 1316/ " x 1"HORZ. SLOTS


F - F

18/38/

3 8/1 8/

13C3

bx3

bx3

bx3

E - E

516/ Typ

314/ "314/ "

134/ "612/ "134/ "

10"

314/ "

314/ "

612/ "

134/ "

134/ "

10"

13C3p2

4 - 1 116/ " ø HOLES

114/ "

2" 2"2" 2"

11'-8

"R

D3"

3"3"

4" 4"

13C

3

p2

bx3

bx3

p38CTR'D

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

E E

F F

TYP

14/14/

Typ

1"

11'-5

1 2/ "R

D3"

3"51

2/ "

2"12

'-6" (

HSS

4X4X

1 4/ x

12'-4

5 8/ ")

EL99

'-0"

EL11

1'-8

"

2" 2"

4"

13C

3W

est

p2

bx3 (N/S)

p38CTR'D

3 - 1316/ " x 1"HORZ. SLOTS

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 11:04:59am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

14REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

14C1 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 4 BAR bx3

PL3/8x4 0'-11 1/2"A36 1 BAR bx4

PL3/8x4 0'-4"A36 1 PLATE p38

14C2 COLUMN 1


PL1 x10 0'-10"A36 1 PLATE p2

PL3/8x4 0'-8 1/2"A36 3 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38


C C2"2"25

'-9" (

HSS

4X4X

1 4/ x

25'-7

5 8/ ")

2"

4"4"

2"2"EL

124'

-11"

EL99

'-0"

11'-5

1 2/ "R

D3"

3"24

'-8"

3"3"

3"3"

p2

3 - 1316/ " x 1"HORZ. SLOTS

4 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

14C

1W

est

p38CTR'D

bx3 (N/S)

bx4 (N/S)

bx3 (N/S)

bx3 (N/S)

bx3 (N/S)

A A

B B

14/14/

Typ

114/ "

1"

bx3

bx3 (NS/FS)

TYP

14/14/

Typ

11'-8

"R

D3"

3"25

'-8"

114/ "

bx3

bx3

p38CTR'D

14C

1

3 - 1316/ " x 1"HORZ. SLOTS

p2

B - B

1 8/3 8/

18/38/

bx3

14C1

bx3

bx3

A - A

p2

516/ Typ

10"

134/ "

612/ "

134/ "

314/ "

314/ "

10"

134/ " 612/ " 134/ "

314/ " 314/ "

4 - 1 116/ " ø HOLES

14C1C - C1 8/

3 8/

14C1

bx4 bx3


E E

D D

TYP

14/14/

Typ

2" 2"2" 2"

4" 4"

EL99

'-0"

EL11

1'-5

1 2/ "EL

111'

-8"

(-2")

12'-6

" (H

SS4X

4X1 4/

x 12

'-45 8/ "

) 114/ "

1"

3"51

2/ "11

'-51 2/ "

RD

3"

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

p38CTR'D

bx3 (N/S)bx3 (N/S)

p2

14C

2W

est

2" 2"

114/ "

4"

3"3"

11'-8

"R

D3"

3 - 1316/ " x 1"HORZ. SLOTS

p38CTR'D

bx3

bx3

bx3

p2

14C

2

516/ Typ

D - D

314/ " 314/ "

10"

314/ "

314/ "

10"

612/ " 134/ "134/ "

612/ "

134/ "

134/ "

4 - 1 116/ " ø HOLES

p2

14C2

E - E

38/ 18/

1 4/3 8/ 3 8/

1 8/

p38CTR'D

bx3bx3

bx3

14C2

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 11:09:17am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

15REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

15C1 COLUMN 1


PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/4x5 1/2 1'-3"A36 1 PLATE p44

PL3/4x9 11/16 1'-2 13/16"A36 1 PLATE p48

PL3/8x3 0'-8 1/2"A36 1 BAR b5

PL3/8x3 0'-8 1/2"A36 1 BAR b6

15C2 COLUMN 1


L3-1/2X3-1/2X5/16 0'-5 1/2"A36 1 ANGLE a17

PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/4x9 9/16 1'-3 7/8"A36 1 PLATE p32

PL3/8x3 0'-8 1/2"A36 1 BAR b6


B - B1 8/

3 8/

15C1

b5

A - A

316/ Typ

414/ "

414/ "

1'-0"

414/ " 414/ "

134/ "134/ " 812/ "

134/ "

812/ "

134/ "

1'-0

"

p3

15C1

4 - 1 116/ " ø HOLES

34/

2"

3"

512/ "

1 8/3 8/

15C1

b6

p44CTR'D

p48CTR'D

C - C

516/516/ Typ

10"

1'-3"

1 4/12"

12"

8"

1 2/

25'-8

3 8/ "R

D59

16/"

6916/

"

1 - 1316/ " x 114/ "DIAG. SLOTS

15C

1

p3

b5

p9CTR'D

b6

p44CTR'D

p48CTR'D

A A

B B

14/14/

Typ

TYP

1"11

4/ "

2"26

'-91 2/ "

(HSS

6X6X

5 16/ x

26'

-8")

EL98

'-8"

EL11

1'-5

1 2/ "EL

124'

-11"

EL12

5'-7

1 2/ "

112/ "112/ "

134/ "114/ "

114/ "

412/ "

11'-9

1 2/ "R

D3"

3"25

'-3"

3"3"

26'-8

1 2/ "

434/ "

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

15C

1W

est

p3

b5 (N/S)

p9CTR'D

b6 (N/S)

p44CTR'D

p48CTR'D

C C


D - D

316/ Typ

1'-0"

414/ "414/ "

134/ " 812/ " 134/ "

414/ "

414/ "

134/ "

812/ "

134/ "

1'-0

"

p3

4 - 1 116/ " ø HOLES

15C2

p32CTR'D

5"

512/ "

114/ "3"114/ "

3 8/1 8/

112/ "

2"

15C2

b6

a17CTR'D

E - E

516/516/ Typ

14/3 SIDES

41116/ "

1'-0

"

838/ "

12"

EL98

'-11"

11"

12'-7

"6"

9916/ "15

C2

b6

p32CTR'D

a17CTR'D

p9CTR'D

p3

1 - 1316/ " x 114/ "DIAG. SLOTS

E E

D D

TYP

114/ "

1"

EL98

'-8"

EL11

2'-0

"2"

13'-2

" (H

SS6X

6X5 16/

x 1

3'-0

1 2/ ")

434/ "

34/

134/ "114/ "

512/ "

11'-9

1 2/ "R

D3"

3"13

'-1"

15C

2W

est

b6 (N/S)

p32 (N/S)

3 - 1316/ " x 1"HORZ. SLOTS

a17CTR'D

p3

p9CTR'D

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 11:10:52am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

16REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

16C1 COLUMN 1


L3-1/2X3-1/2X5/16 0'-5 1/2"A36 1 ANGLE a18

PL3/4x6 1'-0"A36 1 PLATE p16

PL3/8x4 0'-8 1/2"A36 1 BAR bx3

PL3/8x4 0'-4"A36 1 PLATE p38

16C2 COLUMN 1


PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/8x3 1'-2 1/2"A36 1 BAR b9

16C3 COLUMN 1


PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/8x3 1'-2 1/2"A36 1 BAR b10


A A

B B

14/Typ

3 4/

4"

3 8/

2" 2"

114/ "

12'-2

1 4/ "R

D3"

3"13

'-71 4/ "

13'-8

" (H

SS4X

4X1 4/

x 13

'-67 8/ "

)

EL11

1'-5

1 2/ "EL

124'

-5"

EL12

5'-1

1 2/ "

3 - 1316/ " x 1"HORZ. SLOTS

a18CTR'D

p38CTR'D

bx3 (N/S)

16C

1W

est

p16

TYP

14/3 SIDES

13'-1

5 16/"

RD

515 16/

"

a18CTR'D

p38CTR'D

bx3

16C

1

p16

B - B

334/ "

1 8/3 8/

2"

512/ "

3"114/ " 114/ "a18CTR'D

p38CTR'D

bx3

16C1

516/ Typ

A - A

1'-0

"

112/ "

9"11

2/ "

412/ "

412/ "

6"

134/ " 134/ "

114/ "114/ " 312/ "

4 - 1316/ " x 1"HORZ. SLOTS

16C1

p16


16C

2W

est

TYP

14/Typ

D D

C C

434/ "

114/ " 134/ "

EL98

'-8"

EL12

5'-9

1 2/ "

(-2")

26'-1

112/ "

(HSS

6X6X

5 16/ x

26'

-10"

)

114/ "

1"

3"3"

25'-7

1 2/ "R

D3"

3"3"

5 - 1316/ " x 1"HORZ. SLOTS

b9 (N/S)

p9CTR'D

p3

3 16/

b9p9CTR'D16C2

D - D

C - C

516/ Typ

p3

4 - 1 116/ " ø HOLES

414/ "

414/ "

1'-0"

134/ " 812/ " 134/ "

414/ " 414/ "

1'-0

"

812/ "

134/ "

134/ "

16C2


F - F

3 8/3 16/

p9CTR'D

b10

16C3

E - E

516/ Typ

1'-0

"

414/ "414/ "

134/ "812/ "134/ "

1'-0"

414/ "

414/ "

134/ "

812/ "

134/ "

16C3p3

4 - 1 116/ " ø HOLES

E E

F F

14/Typ

TYP

114/ "

1 2/

1"

27'-5

1 4/ " (H

SS6X

6X5 16/

x 2

7'-3

3 4/ ")

(-2")

EL12

6'-3

1 4/ "EL

98'-8

"

114/ "134/ "

434/ "

26'-1

1 4/ "3"

3"3"

3"3"

16C

3W

est

p3

b10 (N/S)

p9CTR'D

5 - 1316/ " x 1"HORZ. SLOTS

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 11:19:42am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

17REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

17C1 COLUMN 1


PL1 x14 1'-2"A36 1 PLATE p1

PL3/4x6 1/2 1'-9"A36 1 PLATE p45

PL3/4x11 1/16 1'-8 1/4"A36 1 PLATE p49

PL3/8x4 0'-11 1/2"A36 2 BAR b13

PL3/8x4 0'-11 1/2"A36 1 BAR bx4

PL3/8x4 1'-2 1/2"A36 1 BAR bx5

PL5/8x8 0'-8"A36 1 PLATE p18

17C2 COLUMN 1


L3-1/2X3-1/2X5/16 0'-5 1/2"A36 1 ANGLE a13

PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/8x4 0'-11 1/2"A36 1 BAR b13

PL3/8x4 1'-2 1/2"A36 1 BAR bx5

PL3/8x4 1'-5 1/2"A36 1 BAR bx6


17C1 West

3 16/3 8/

C - C

38/ 316/

b13

b13

p18 (FS)

bx4

bx5

A - A

516/ Typ

1'-2

"

134/ "

101 2/ "

134/ "

514/ "514/ "

514/ "

514/ "

134/ "1012/ "134/ "

1'-2"

17C1 West

p1

4 - 1 116/ " ø HOLES

B - B1'

-9"

6"

2"1'

-7"

112/ "112/ "

612/ "

17C1 West

p45

1'-7116/ "

12"

6716/ "

318/ "

715 16/

"

1'-3116/ "

111 16/

"

114/ "

214/ " 134/ "

614/ "

11'-2

1316/

"

1'-9"

114/ "

3"25

'-15 8/ "

RD

3"3"

778/ "

25'-1

3 8/ "3"

3"3"

818/ "4 - 1316/ " x 1"

HORZ. SLOTS

4 - 1316/ " x 1"HORZ. SLOTS

1 - 1316/ " x 114/ "DIAG. SLOTS

bx5 (FS)

bx4

p18CTR'D

b13

b13

p1

17C

1

p45CTR'D

p49CTR'D 516/

516/ Typ

3 4/

1'-814/ "

414/ "1'-4"

5716/

"

14/Typ

614/ "

214/ "134/ "

EL11

0'-1

114/ "

26'-7

1 2/ " (H

SS8X

8X3 8/

x 26

'-57 8/ "

)

612/ "

2"

6" 6"

2"2"

34/

3"3"

25'-6

1 2/ "R

D3"

3" 3"3"

3"25

'-31 2/ "

3"3"

114/ "

114/ "

5 - 1316/ " x 1"HORZ. SLOTS

4 - 1316/ " x 1"HORZ. SLOTS

bx5 (N/S)bx4 (N/S)

p18CTR'D

b13 (F/S)

b13 (N/S)

p1

17C

1W

est

p45CTR'D

p49CTR'D

A A

(-2")

111 16/

"

1"

B B

C C

TYP

EL11

1'-8

"

2"


E E

D D

5 - 1316/ " x 1"HORZ. SLOTS

114/ "

1"

114/ "

(-2")

27'-1

1 4/ " (H

SS6X

6X3 8/

x 26

'-113

4/ ")

5"

2" 2"

2" 2"

25'-9

1 4/ "R

D3"

3"3"

3"3"

5"

25'-6

1 4/ "3"

3"3"

3"3"

3"

EL99

'-0"

EL12

6'-3

1 4/ "

a13 (F/S)

bx6 (N/S)bx5 (N/S)

p9CTR'D

p3

17C

2W

est

b13 (N/S)

6 - 1316/ " x 1"HORZ. SLOTS

TYP

14/Typ

14/3 SIDES

EL12

6'-0

3 4/ "

514/ "

214/ " 134/ "

114/ "

818/ "

3"3"

25'-7

1 8/ "R

D3"

26'-8

5 16/"

a13CTR'D

bx6

bx5

4 - 1316/ " x 1"HORZ. SLOTS

p9CTR'D

b13

p3

17C

2

E - E

512/ "

1 4/3 8/

38/ 316/

3 16/3 8/

178/ "

234/ " 234/ "a13CTR'D

b13

17C2

p9CTR'D

bx5bx6

D - D

516/ Typ

1'-0

"

414/ "

414/ "

1'-0"

134/ " 812/ " 134/ "

414/ "414/ "

134/ "

812/ "

134/ "

p3

17C2

4 - 1 116/ " ø HOLES

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 11:25:01am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

18REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

18C1 COLUMN 1


L3-1/2X3-1/2X5/16 0'-5 1/2"A36 1 ANGLE a13

PL1 x14 1'-2"A36 1 PLATE p1

PL3/4x10 7/8 1'-1 3/16"A36 1 PLATE p22

PL3/8x4 0'-8 1/2"A36 1 BAR b16

PL3/8x4 0'-8 1/2"A36 2 BAR bx3

PL3/8x4 0'-11 1/2"A36 2 BAR bx4

PL5/8x8 0'-8"A36 1 PLATE p18

18C2 COLUMN 1


PL1 x14 1'-2"A36 1 PLATE p1

PL3/8x3 1/2 0'-8 1/2"A36 1 BAR b18

PL3/8x4 0'-8 1/2"A36 1 BAR b16

PL3/8x4 0'-11 1/2"A36 1 BAR bx4

PL5/8x8 0'-8"A36 1 PLATE p18


p18CTR'D

bx4 (N/S)

b16 (F/S)

1 - 1316/ " x 1"DIAG. SLOTS

712/ "

7116/

"63

16/" 1'

-13 16/

"

1078/ "

516/516/Typ

938/ "

3"

114/ "

1"

(-2")

27'-3

1 2/ " (H

SS8X

8X1 2/

x 27

'-17 8/ "

)

114/ "

538/ "

4 - 1316/ " x 1"HORZ. SLOTS

4 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

bx4 (N/S)

18C

1W

est

p1

bx3 (N/S)

bx3 (N/S)

p22CTR'D

a13 (N/S)

A A

EL99

'-0"

2" 2"

6"6"

14'-0

"R

D

2"2"

C C

B B14/Typ

5 8/

EL11

4'-3

"EL

126'

-51 2/ "

3"3"

3"3"

26'-5

1 2/ "3"

6" 6"

2" 2"

18C

1

bx3 (NS/FS)

316/ 3 SIDES

TYP

EL11

4'-5

1 2/ "

114/ "

134/ " 214/ "

614/ "

3"3"

26'-1

0716/

"41

16/"

14'-5

3 8/ "R

D

3 - 1316/ " x 1"HORZ. SLOTS

bx4

bx4

p1

b16

p22(CTR'D)(FS)

p18CTR'D

a13CTR'D

B - B

18/38/

1 4/3 8/ 3 8/

3 16/

b1618C1

bx4 bx4

A - A

1'-2"

1012/ " 134/ "134/ "

516/ Typ

1'-2

"

514/ " 514/ "

514/ "

514/ "

101 2/ "

134/ "

134/ "

4 - 1 116/ " ø HOLES

18C1

p1

p22CTR'D

C - C

178/ "

234/ " 234/ "

1 8/3 8/

18C1

bx3

bx3

p18CTR'D

a13CTR'D


F - F

3 8/1 8/

18C2

b18

p18CTR'D

D - D

516/ Typ

514/ "514/ "

134/ "1012/ "134/ "

1'-2"

514/ "

514/ "

134/ "

101 2/ "

134/ "

1'-2

"

18C2

p1

4 - 1 116/ " ø HOLES

E - E

38/ 18/

3 8/3 16/

bx4

18C2b16

1516/

"

614/ "

134/ " 214/ "

EL11

4'-5

1 2/ "

3"27

'-61 2/ "

14'-9

3 8/ "R

D3"

bx4

18C

2

p1

b16

b18

p18CTR'D

3 - 1316/ " x 1"HORZ. SLOTS

D D

F F

TYP

14/Typ

2"2"

2"112/ "

6"

6"

5 8/

1"

27'-7

1 2/ " (H

SS8X

8X1 2/

x 27

'-57 8/ "

)(-2

")

EL12

6'-5

1 2/ "EL

114'

-3"

EL98

'-8"

114/ "

114/ "

3"26

'-91 2/ "

14'-4

"R

D3"

3"3"

3"3"

bx4 (N/S)

18C

2W

est

p1

b16 (F/S)

b18 (N/S)

p18CTR'D

4 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

E E

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 11:36:57am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

19REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

19C1 COLUMN 3


L3-1/2X3-1/2X5/16 0'-5 1/2"A36 3 ANGLE a13

PL1 x14 1'-2"A36 3 PLATE p1

PL3/8x4 0'-8 1/2"A36 3 BAR b16

PL3/8x4 0'-8 1/2"A36 6 BAR bx3

PL3/8x4 0'-11 1/2"A36 6 BAR bx4

PL5/8x8 0'-8"A36 3 PLATE p18

19C2 COLUMN 1


L3-1/2X3-1/2X5/16 0'-5 1/2"A36 1 ANGLE a13

PL1 x14 1'-2"A36 1 PLATE p1

PL3/4x11 1/8 1'-1 1/4"A36 1 PLATE p20

PL3/8x4 0'-8 1/2"A36 1 BAR b16

PL3/8x4 0'-8 1/2"A36 2 BAR bx3

PL3/8x4 0'-11 1/2"A36 2 BAR bx4

PL5/8x8 0'-8"A36 1 PLATE p18


19C

1

bx3 (NS/FS)

bx4 (NS/FS)

TYP

316/ 3 SIDES

1516/

"

614/ "

134/ " 214/ "

EL11

4'-5

1 2/ "

14'-5

3 8/ "R

D3"

3"26

'-107

16/"

4116/

"

b16

p1

3 - 1316/ " x 1"HORZ. SLOTS

p18CTR'D

a13CTR'D

B - B

3 16/3 8/

18/38/

19C1

bx4bx4

b16

EL11

4'-3

"

27'-3

1 2/ " (H

SS8X

8X1 2/

x 27

'-17 8/ "

)6"

2" 2" 2" 2"

3"3"

14'-0

"R

D3"

3"3"

26'-5

1 2/ "3"

bx4 (N/S)

p1

19C

1W

est

4 - 1316/ " x 1"HORZ. SLOTS

4 - 1316/ " x 1"HORZ. SLOTS

b16 (F/S)

3 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

bx4 (N/S)

p18CTR'D

bx3 (N/S)

bx3 (N/S)

a13CTR'D

A A

14/Typ

114/ "

EL99

'-0"

(-2")

1"

6" 6"

C C

B B

EL12

6'-5

1 2/ "

114/ "

2" 2"

2" 2"

6"

A - A

516/ Typ

1'-2

"

134/ "

101 2/ "

134/ "

514/ "

514/ "

1'-2"

134/ " 1012/ " 134/ "

514/ " 514/ "

4 - 1 116/ " ø HOLES

19C1

p1

C - C

234/ " 234/ "

1 8/3 8/

178/ "

19C1 p18

bx3

bx3

a13CTR'D


F - F

234/ " 234/ "

178/ "

1 8/3 8/

a13CTR'D

19C2

bx3

bx3

p18

D - D

38/Typ

1'-2

"

134/ "

101 2/ "

134/ "

1'-2"

514/ "514/ "

514/ "

514/ "

134/ "1012/ "134/ "

19C2

p1

p20CTR'D

4 - 1 116/ " ø HOLES

E - E

3 8/3 16/

38/ 18/

3 - 1316/ " ø HOLESb1619C2

bx4

bx4

bx4 (NS/FS)

bx3 (NS/FS)

TYP

316/ 3 SIDES

1516/

"

614/ "

EL11

4'-5

1 2/ "

214/ "134/ "

3"41

16/"

3"14

'-53 8/ "

RD

26'-1

0716/

"

b16

a13CTR'D

19C

2

p1

3 - 1316/ " x 1"HORZ. SLOTS

p20CTR'D

p18CTR'D

p18CTR'D

15'-0

"R

D

EL99

'-0"

3"3"

3"

a13CTR'D

3 - 1316/ " x 1"HORZ. SLOTS

(-2")

27'-3

1 2/ " (H

SS8X

8X1 2/

x 27

'-17 8/ "

)

938/ "

12"

5 8/

91116/ "

1 - 1316/ " x 1"DIAG. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

4 - 1316/ " x 1"HORZ. SLOTS

4 - 1316/ " x 1"HORZ. SLOTS

p20CTR'D

bx3 (N/S)

b16 (F/S)

p1

19C

2W

est

bx4 (N/S)

bx4 (N/S)

1118/ "71

2/ "14

'-0"

D D14/

Typ

114/ "

2" 2"

6"6"

2"2"

1"

6" 6"

27'-2

1 2/ "

EL12

6'-5

1 2/ "EL

114'

-3"

3"26

'-51 2/ "

3"3" bx3 (N/S)

F F

14/Typ

E E

2"2"

2" 2"

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 11:41:19am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

20REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

20C1 COLUMN 1


PL1 x14 1'-2"A36 1 PLATE p1

PL3/8x3 0'-8 1/2"A36 1 BAR b14

PL3/8x4 0'-8 1/2"A36 1 BAR b16

PL3/8x4 0'-11 1/2"A36 1 BAR bx4

PL5/8x8 0'-8"A36 1 PLATE p18

20C2 COLUMN 1


PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/8x4 1'-5 1/2"A36 1 BAR bx6


C C

A A

B B14/

Typ

TYP

114/ "

6"

534/ "

2" 2"

134/ " 114/ "

EL98

'-8"

EL11

3'-6

1 8/ "EL

126'

-51 2/ "

114/ "

(-2")

27'-7

1 2/ " (H

SS8X

8X1 2/

x 27

'-57 8/ "

)

1"

3"3"

3"14

'-4"

RD

3"3"

3"26

'-91 2/ "

b16 (F/S)

4 - 1316/ " x 1"HORZ. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

bx4 (N/S)

b14 (N/S)

20C

1W

est

p1

p18CTR'D

EL11

4'-5

1 2/ "

1516/

"

614/ "

214/ "134/ "

3"27

'-61 2/ "

14'-9

3 8/ "R

D3"

b16

3 - 1316/ " x 1"HORZ. SLOTS

bx4

b14

20C

1

p1

p18CTR'D

b16

B - B

38/ 18/

3 16/3 8/

bx4

20C1

A - A

516/ Typ

1'-2

"

101 2/ "

134/ "

134/ "

514/ "

514/ "

1'-2"

514/ " 514/ "

134/ " 134/ "1012/ "

4 - 1 116/ " ø HOLES

20C1

p1

C - C3 8/

1 8/

b14

20C1 p18CTR'D


E E

D D

EL12

6'-3

1 4/ "

(-6")

27'-1

1 4/ " (H

SS6X

6X5 16/

x 2

6'-1

134/ "

)

1"

bx6 (N/S)

p9CTR'D

p3

20C

2W

est

3"3"

25'-6

1 4/ "R

D3"

3"3"

3"

114/ "

5"

2" 2"

1 2/

6 - 1316/ " x 1"HORZ. SLOTS

bx6

p9CTR'D

p3

20C

2

D - D

516/ Typ

414/ "

414/ "

1'-0"

134/ " 812/ " 134/ "

414/ " 414/ "

1'-0

"

812/ "

134/ "

134/ "

4 - 1 116/ " ø HOLES

p3

20C2

E - E

38/ 14/bx6

p9CTR'D

20C2

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 11:44:02am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

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ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

21REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

21C1 COLUMN 1


PL1 x12 1'-0"A36 1 PLATE p3

PL1/2x6 0'-6"A36 1 PLATE p9

PL3/8x4 1'-5 1/2"A36 1 BAR bx6

21C2 COLUMN 2


PL1 x10 0'-10"A36 2 PLATE p2

PL3/8x3 1/2 0'-8 1/2"A36 2 BAR b8

PL3/8x4 0'-4"A36 2 PLATE p38

21C3 COLUMN 5


PL1 x10 0'-10"A36 5 PLATE p2

PL3/8x3 1/2 0'-8 1/2"A36 5 BAR b12

PL3/8x4 0'-4"A36 5 PLATE p38


38/ 14/

p9CTR'D

bx6

21C1

B - B

A - A

516/ Typ

414/ "414/ "

134/ "812/ "134/ "

1'-0"

414/ "

414/ "

134/ "

812/ "

134/ "

1'-0

"

p3

21C1

4 - 1 116/ " ø HOLES

14/Typ

114/ "

2"2"

5"

3"3"

3"25

'-101

4/ "R

D3"

3"3"

p3

p9bx6

21C

1

6 - 1316/ " x 1"HORZ. SLOTS

A A

EL12

6'-3

1 4/ "EL

98'-8

"

27'-5

1 4/ " (H

SS6X

6X5 16/

x 2

7'-3

3 4/ ")

(-2")

p9CTR'D

B B

TYP

1 2/

1"

p3

bx6 (F/S)

21C

1W

est


D D

C C

TYP

EL98

'-8"

EL11

4'-2

5 16/"

(-2")

15'-4

5 16/" (

HSS

4X4X

1 4/ x

15'-2

1516/

")

1"

21C

2W

est

p2

b8 (N/S)

p38CTR'D

D - D

18/38/

21C2

b8p38CTR'D

3 - 1316/ " x 1"HORZ. SLOTS

4"

14/14/

Typ

112/ "2"

1316/

"

3 8/

3"21

5 16/"

14'-6

3 8/ "R

D3"

21C

2

p2

b8

p38

C - C

516/ Typ

314/ " 314/ "

10"

134/ "

612/ "

134/ "

314/ "

314/ "

10"

612/ " 134/ "134/ "

4 - 1 116/ " ø HOLES

21C2

p2


F - F

b1238/ 18/

21C3 p38CTR'D

E - E

p2

516/ Typ

10"

314/ "

314/ "

134/ "

612/ "

134/ "

10"

314/ "314/ "

134/ " 612/ " 134/ "

21C3

4 - 1 116/ " ø HOLES

TYP

14/14/

Typ

114/ "

3"3"

14'-6

3 8/ "R

D21

5 16/"

2" 112/ "

4"

b12

21C

3

p2

p38CTR'D

3 - 1316/ " x 1"HORZ. SLOTS

E E

F F

1"

15'-4

5 16/" (

HSS

4X4X

1 4/ x

15'-2

1516/

")(-2

")

EL11

4'-2

5 16/"

EL98

'-8"

b12 (N/S)

21C

3W

est

p2

p38CTR'D

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 12:40:31pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

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ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

22REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

22C1 COLUMN 2


PL1 x14 1'-2"A36 2 PLATE p1

PL5/8x8 1'-2"A36 2 PLATE p57

22C2 COLUMN 2


PL1 x14 1'-2"A36 2 PLATE p1

PL3/4x9 1'-2"A36 2 PLATE p24


512/ "512/ "

112/ "11"112/ "

1'-2"

22C1

B - B

8"

214/ "

312/ "

214/ "

134/ "

134/ "

p57CTR'D

4 - 1316/ " x 1"HORZ. SLOTS

B B

A A

14/Typ

EL97

'-0"

(-2")

1"

p1

22C

1W

est

p57CTR'D

516/ Typ

1'-2"

134/ " 1012/ " 134/ "

514/ " 514/ "

1'-2

"

134/ "

101 2/ "

134/ "

514/ "

514/ "

4 - 1 116/ " ø HOLES

p1

22C1

A - A


D - D

134/ "134/ "

234/ "312/ "234/ "

9"

512/ "

512/ "

112/ "

11"

112/ "

1'-2

"

p24CTR'D

22C24 - 1316/ " x 1"HORZ. SLOTS

C - C

516/ Typ

514/ "

514/ "

134/ "

101 2/ "

134/ "

1'-2

"

514/ "514/ "

134/ "1012/ "134/ "

1'-2"

p1

22C24 - 1 116/ " ø HOLES

19'-8

9 16/"

14/Typ

3 4/

1 4/

12"

p24

p1

22C

2

B B

B B

1"

EL11

7'-0

3 16/"

EL97

'-0"

19'-1

038/ "

(HSS

8X8X

1 2/ x

19'-8

9 16/")

(-2")

p24

p1

22C

2W

est

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 11:52:07am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

23REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

23C1 COLUMN 1


PL3/4x9 1'-2"A36 1 PLATE p58

PL3/4x9 1/2 1'-5 3/8"A36 1 PLATE p30

PL3/8x4 0'-8 1/2"A36 1 BAR b4

PL3/8x4 0'-11 1/2"A36 1 BAR bx4

PL5/8x8 0'-8"A36 1 PLATE p18

23C2 COLUMN 1


PL3/4x9 1'-2"A36 1 PLATE p59

PL3/4x10 5/16 1'-0 1/2"A36 1 PLATE p42

PL3/8x4 0'-5 1/2"A36 1 BAR b3

PL3/8x4 0'-11 1/2"A36 1 BAR bx4

PL5/8x8 0'-8"A36 1 PLATE p18


23C1

B - B

38/ 18/

3 8/1 8/

b4

bx4p18

A - A

4 - 1316/ " x 1"HORZ. SLOTS

p58

516/ Typ

112/ "11"112/ "

1'-2"

234/ "

312/ "

234/ "

9"

512/ " 512/ "

134/ "

134/ "

p30CTR'D23C1

14/Typ

516/516/ Typ

134/ " 214/ "

1316/

"

614/ "

458/ "

71316/ "

12"

14'-7

1 2/ "1'

-09 16/

"R

D

EL14

0'-6

1 2/ "

3"3"

213 16/

"13

'-101

1 16/"

858/ "

p30CTR'D

b4bx4

p58

p18CTR'D

23C

1

1 - 1316/ " x 1"DIAG. SLOTS

3 - 1316/ " x 1"HORZ. SLOTS

A A

B B2"2"

6"

EL12

6'-3

1 4/ "EL

140'

-111

2/ "

14'-8

1 4/ " (H

SS8X

8X1 2/

x 14

'-67 8/ "

)

114/ "

13'-5

"R

D3"

3"3"

3"

3 4/

b4 (F/S)

bx4 (N/S)

p58

p18CTR'D

23C

1W

est

4 - 1316/ " x 1"HORZ. SLOTS

p30 (F/S)


b3

23C2

E - E

3 8/1 8/

38/ 18/

bx4

516/ Typ

C - C9"

234/ "

312/ "

234/ "

134/ "

134/ "

512/ "512/ "

112/ "11"112/ "

1'-2"

p59

23C2

4 - 1316/ " x 1"HORZ. SLOTS

14'-6

5 8/ "

516/516/ Typ

5 16/

12"

614/ "

214/ " 134/ "

EL12

6'-5

1 2/ "EL

141'

-0"

3"31

16/"

458/ "

13'-0

1 16/"

RD

12"

713 16/

"

1 - 1316/ " x 1"DIAG. SLOTS

p42CTR'D

p18

b3

p59

23C

2

bx4

2 - 1316/ " x 1"HORZ. SLOTS D D

C C

14/14/

Typ

114/ "

13'-5

3 4/ "R

D3"

3"3"

3"

3 4/

14'-6

5 8/ " (H

SS8X

8X1 2/

x 14

'-51 4/ "

)

p42CTR'D

b3 (N/S)

p59

23C

2W

est

bx4 (N/S)

4 - 1316/ " x 1"HORZ. SLOTS

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 11:55:36am

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

24REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

24C1 COLUMN 1


PL3/4x9 1'-2"A36 1 PLATE p25

PL3/4x9 1/2 1'-5 3/8"A36 1 PLATE p30

PL3/8x4 0'-8 1/2"A36 1 BAR b4

PL3/8x4 0'-11 1/2"A36 1 BAR bx4

PL5/8x8 0'-8"A36 1 PLATE p18

24C2 COLUMN 1


PL3/4x9 1'-2"A36 1 PLATE p59

PL3/4x10 5/16 1'-0 1/2"A36 1 PLATE p42

PL3/8x4 0'-5 1/2"A36 1 BAR b3

PL3/8x4 0'-11 1/2"A36 1 BAR bx4

PL5/8x8 0'-8"A36 1 PLATE p18


B - B

38/ 18/

3 8/1 8/

24C1

p18CTR'D

bx4

b4

A - A

516/ Typ

512/ "512/ "

1'-2"

234/ "

234/ "

512/ "

134/ "

134/ "

9"

11"112/ " 112/ "

34/

4 - 1316/ " x 1"HORZ. SLOTS

p30CTR'D

p25

24C1

516/516/ Typ

3"3"

13'-1

011 16/

"1'

-09 16/

"R

D21

3 16/"

1'-4

5 8/ "

1316/

"

134/ " 214/ "

614/ "

458/ "71316/ "

12"

858/ "

1 - 1316/ " x 1"DIAG. SLOTS

24C

1

p18CTR'D

p25

bx4

3 - 1316/ " x 1"HORZ. SLOTS

p30CTR'D

b4

A A

B B

TYP

14/Typ

3 4/

5 8/

114/ "

EL12

6'-3

1 4/ "EL

140'

-111

2/ "

2" 2"

6"

14'-8

1 4/ " (H

SS8X

8X1 2/

x 14

'-67 8/ "

)

3"3"

512/ "

3"13

'-5"

RD

24C

1W

est

p18CTR'D

p25

bx4 (N/S)

p30 (F/S)

4 - 1316/ " x 1"HORZ. SLOTS

b4 (F/S)


D D

C C

14'-6

5 8/ " (H

SS8X

8X1 2/

x 14

'-51 4/ "

)

3 4/

5 8/

6"

114/ "

2" 2"

3"3"

3"3"

13'-5

3 4/ "R

D

b3 (N/S)

4 - 1316/ " x 1"HORZ. SLOTS

p42 (N/S)

24C

2W

est

p59

p18CTR'D

bx4 (N/S)

516/516/ Typ

614/ "

858/ "

12"

71316/ "

5 16/

12"

14'-6

5 8/ "

3316/

"3"

13'-1

1916/

"13

'-01 16/

"R

D

214/ " 134/ "

EL12

6'-6

1 4/ "EL

141'

-0"

1 - 1316/ " x 1"DIAG. SLOTS

b3

p42

24C

2

p59

p18

2 - 1316/ " x 1"HORZ. SLOTS

bx4

D - D

b318/38/

1 8/3 8/

24C2

p18CTR'D

bx4

C - C

38/Typ

9"

234/ "

312/ "

234/ "

134/ "

134/ "

1'-2"

112/ " 11" 112/ "

512/ " 512/ "

4 - 1316/ " x 1"HORZ. SLOTS

24C2p59

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 12:38:07pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

BEAM ASSEMBLY DRAWINGS



STRUCTURAL VISIONS


DRAWING NO.

25REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

25B1 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X14 9'-10 1/8"A992 1 BEAM w51

25B2 BEAM 1

W12X14 9'-8 1/4"A992 1 BEAM 25B2

25B3 BEAM 1

W14X22 17'-0"A992 1 BEAM 25B3

25B4 BEAM 1

W12X19 17'-7"A992 1 BEAM 25B4

25B5 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 2 ANGLE aw3

W12X16 13'-6 13/16"A992 1 BEAM w96

25B6 BEAM 1

HSS2-1/2X2-1/2X3/16 19'-11 1/2"A500-GR.B 1 TUBE s18

W14X48 25'-8"A992 1 BEAM w55

25B7 BEAM 1

W14X48 25'-8"A992 1 BEAM 25B7

25B8 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 2 ANGLE aw3

W12X14 12'-9 13/16"A992 1 BEAM w50

25B9 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X14 9'-10 1/8"A992 1 BEAM w49

ONE - BEAM MARKED - 25B1W12X14 FAB-

aw2 (NS/FS)

14/3 SIDES

12/2"

EL11

1'-8

"

338/ "

3"6"

9'-1058/ " (W12X14 x 9'-1018/ ")(-18/ )

25B1

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "


EL11

1'-8

"

3"3"

3"

(-212/ ") W12X14 x 9'-814/ "

112/ "

25B2


25B3

3"31

2/ "

EL11

1'-5

1 2/ "

3"3"

3"

112/ "RD

4" 4" 16'-1012/ "

3"3"

3"

(-212/ ")W14X22 x 17'-0"(-212/ ")


3"31

2/ "

17'-512/ "4"3'-312/ "112/ "RD

(-212/ ")W12X19 x 17'-7"(-212/ ")

3"3"

3" 3"3"

3"

EL11

1'-5

1 2/ "

25B4


aw3 (NS/FS)14/

3 SIDES

EL11

1'-5

1 2/ "

3"3"

3"

3"3"

3"

118/ "

(-212/ ") 13'-7516/ " (W12X16 x 13'-61316/ ") (-316/ )

112/ "RD

114/ "

12/

378/ "

6 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

25B5


2"@12"316/ 2"@12"

Typ5'-2" 25'-112/ "

(-212/ ") W14X48 x 25'-8"

3"3"

3" 3"3"

3"

3"3"

112/ "RD

1'-812/ " 4" 5'-0" 4" 15'-714/ " 4"

3"3"

3"

EL11

1'-5

1 2/ "

25B6

s18CTR'D


112/ "RD

1'-812/ " 4"

W14X48 x 25'-8"(-212/ ")

3"3"

3"

EL11

1'-5

1 2/ "

25B7


aw3 (NS/FS)

14/3 SIDES

EL11

1'-5

1 2/ "11

4/ "

12'-10516/ " (W12X14 x 12'-91316/ ") (-316/ )

3"3"

312/ "

1516/

12/3316/ "

6 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

25B8


aw2 (NS/FS)

14/3 SIDES

3516/

"

238/ "

114/ "

EL11

1'-8

"

6"3"

9'-1058/ " (W12X14 x 9'-1018/ ")(-18/ )

12/25B9

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 12:50:31pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

26REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

26B1 BEAM 2

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 4 ANGLE aw3

W12X19 13'-10 9/16"A992 2 BEAM w60

26B2 BEAM 1

W14X30 20'-2"A992 1 BEAM 26B2

26B3 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 11/16"A36 1 ANGLE a12

L3-1/2X3-1/2X5/16 0'-8 11/16"A36 1 ANGLE a19

PL1/4x3 5/16 0'-4"A36 1 BAR b17

W12X14 33'-3 11/16"A992 1 BEAM w52

26B4 BEAM 1

W16X26 36'-8 1/4"A992 1 BEAM 26B4

26B5 BEAM 1

W16X26 22'-1 3/4"A992 1 BEAM 26B5

26B6 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 4 ANGLE aw3

W16X26 22'-5 7/16"A992 1 BEAM w113

26B7 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 2 ANGLE aw3

PL1/4x3 1/4 0'-4"A36 1 BAR b17

W12X22 36'-10 3/16"A992 1 BEAM w67

2 - BEAMS MARKED - 26B1W12X19 FAB-

14/3 SIDES

314/ "

3"3"

3"EL

111'

-51 2/ "

114/ "

12/

13'-11116/ " (W12X19 x 13'-10916/ ")

26B1

6 - 1316/ x 1" SLOTS4" C/C GOL 178/ "


aw3 (NS/FS)

22'-61516/ "

aw3 (NS/FS)

916/

412/ "

3"31

16/"

3"

158/ "

1116/

"

14/

12"

3116/ "

138/ "114/ "

1316/

178/ "

215 16/

"3"

3"

26B6

6 - 1316/ x 1" SLOTSGOL 178/ "(F/S)

6 - 1316/ x 1" SLOTS4" C/C GOL 178/ "


aw3 (NS/FS)

334/ "

14/

12"

58/

114/ "

318/ "

6116/

"

3"3"

711 16/

"

(-14/ ) 36'-101316/ " (W12X22 x 36'-10316/ ")

b17

26B7

6 - 1316/ "4" C/C GOL 178/ "



4"

14/

12"

WP112/ "RD

3"

5"

3"

14/

12"

(-21316/ ") W16X26 x 36'-814/ "

8116/

"

3"3"

3"

3'-31316/ "

26B4


3"

3"3"

3"

3"

(-41316/ ") W16X26 x 22'-134/ " (-212/ ")

14/

12"

14/

12"

112/ "RD

22'-0116/ "

3"3"

3"26B5

3"3"

3"

3"3"

3"

EL12

4'-5

1 2/ "

3"23

4/ "3"

(-212/ ") W14X30 x 20'-2" (-212/ ")

112/ "RD

19'-412/ " 4" 4"

26B2


14/3 SIDES

534/ "

3"71

5 16/"

3"

334/ "

114/ "

134/ "

58/33'-4516/ " (W12X14 x 33'-31116/ ")

6 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

26B3

b17

a12 (F/S)a19 (N/S)

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:03:52pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

27REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

27B1 BEAM 1

W12X14 5'-5 1/2"A992 1 BEAM 27B1

27B2 BEAM 1

W12X14 11'-2 1/2"A992 1 BEAM 27B2

27B3 BEAM 2

W12X14 10'-2"A992 2 BEAM 27B3

27B4 BEAM 1

W12X14 9'-11"A992 1 BEAM 27B4

27B5 BEAM 1

W12X14 9'-10"A992 1 BEAM 27B5

27B6 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 4 ANGLE aw2

W12X14 10'-11 3/16"A992 1 BEAM w21

27B7 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

L3X3X5/16 0'-5 1/2"A36 2 ANGLE ay2

W12X14 11'-3 3/16"A992 1 BEAM w22

27B8 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 2 ANGLE aw3

W14X34 20'-3 7/8"A992 1 BEAM w64

27B9 BEAM 1

PL3/8x3 1/8 0'-11 7/16"A36 1 PLATE p7

W12X26 3'-7"A992 1 BEAM w84


5'-4"112/ "RD

W12X14 x 5'-512/ "(-212/ ") (-212/ ")3"

3"3"

EL11

1'-5

1 2/ "

27B1


3"3"

3"

EL11

1'-5

1 2/ "

112/ "RD

11'-1"

(-212/ ")(-212/ ") W12X14 x 11'-212/ "

27B2


3"3"

3"

EL11

1'-5

1 2/ "

112/ "RD

10'-012/ "

(-212/ ")(-212/ ") W12X14 x 10'-2"

27B3


3"3"

3"

EL11

1'-5

1 2/ "

112/ "RD

9'-912/ "

(-212/ ")(-212/ ") W12X14 x 9'-11"

27B4


EL11

1'-5

1 2/ "

3"3"

3"

3"3"

3"

3"31

2/ "

(-212/ ") W12X14 x 9'-10" (-212/ ")

414/ "4"9'-012/ "112/ "RD

27B5


aw2 (NS/FS)

aw2 (NS/FS)14/3 SIDES

314/ "

3716/

"

(-18/ )11'-0316/ " (W12X14 x 10'-11316/ ")(-316/ )

12/11

4/ "

178/ "3316/ "

12/

114/ "

EL11

1'-8

"

3"6"

3"6"

27B6

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "


114/ "3"

6"

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

ay2 (NS/FS)aw2 (NS/FS)

14/3 SIDES

3716/

"3316/ "178/ "

3716/

" 12/

114/ "

EL11

1'-8

"

12/

3"6"

(-18/ ) (-316/ )11'-4316/ " (W12X14 x 11'-3316/ ")

27B7

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "


aw3 (NS/FS)

14/3 SIDES

EL11

1'-5

1 2/ "3"

3"3"

234/ "

3"31

2/ "

(-212/ ") 20'-438/ " (W14X34 x 20'-378/ ") (-18/ )

12/112/ "RD

19'-412/ " 4"

3"3"

3"

318/ "

318/ "

6 - 1316/ x 1" SLOTS4" C/C GOL 11316/ "

27B8


A

A

EL11

1'-5

1 2/ "

2'-1516/ "

(-312/ ") W12X26 x 3'-7" (-212/ ")

38/

212/ "112/ "RD

1'-9" 212/ " 4" 3'-512/ "

3"3"

3"

4 - 1316/ øGA 312/ "

p7 (F/S)

27B9

A - A

14/Typ

318/ "

p7

27B9

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:10:51pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

28REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

28B1 BEAM 1

W14X34 20'-9"A992 1 BEAM 28B1

28B2 BEAM 3

W12X26 17'-1"A992 3 BEAM 28B2

28B3 BEAM 1

W12X26 10'-11 1/2"A992 1 BEAM 28B3

28B4 BEAM 1

W12X14 10'-9 1/2"A992 1 BEAM 28B4

28B5 BEAM 1

W14X68 26'-7"A992 1 BEAM 28B5

28B6 BEAM 1

W12X22 14'-3"A992 1 BEAM 28B6

28B7 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

L3X3X5/16 0'-5 1/2"A36 2 ANGLE ay2

W12X14 11'-3 1/4"A992 1 BEAM w23

28B8 BEAM 1

W12X26 14'-3"A992 1 BEAM 28B8


3"3"

3"

EL11

1'-5

1 2/ " (-212/ ") W14X34 x 20'-9" (-212/ ")

112/ "RD

20'-712/ "28B1


EL11

1'-5

1 2/ "

3"3"

3"

(-212/ ") W12X26 x 17'-1" (-212/ ")

112/ "RD

16'-1112/ "28B2


EL11

1'-8

"

3"3"

3"

(-212/ ") W12X26 x 10'-1112/ " (-212/ ")

112/ "RD

10'-10"

28B3


EL11

1'-8

"

3"3"

3"

112/ "RD

10'-8"

(-212/ ")(-412/ ") W12X14 x 10'-912/ "

28B4


EL11

1'-5

1 2/ "3"

3"3"

(-212/ ") W14X68 x 26'-7"

3"31

2/ "

4"112/ "RD

26'-512/ "18'-234/ "

3"3"

3"

28B5


3"31

2/ "

3"3"

3"

3"3"

3"

EL11

1'-5

1 2/ "

(-212/ ") W12X22 x 14'-3" (-312/ ")

112/ "RD

13'-612/ " 4" 314/ "

28B6


aw2 (NS/FS)ay2 (NS/FS)

14/3 SIDES

318/ "

12/178/ "

EL11

1'-8

"

3716/

"

312/ "

12/

(-18/ )11'-414/ " (W12X14 x 11'-314/ ")

3"6" 6"

3"

28B7

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "


EL11

1'-5

1 2/ "

3"3"

3"

3"31

2/ "

(-212/ ") W12X26 x 14'-3" (-312/ ")

112/ "RD

13'-612/ " 4" 312/ "

3"3"

3"28B8

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:17:28pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

29REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

29B1 BEAM 4

W14X61 25'-8"A992 4 BEAM 29B1

29B2 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W14X30 25'-9 7/8"A992 1 BEAM w8

29B3 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 4 ANGLE aw2

W12X14 10'-5 15/16"A992 1 BEAM w47

29B4 BEAM 1

W14X34 19'-8 1/4"A992 1 BEAM 29B4

29B5 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 2 ANGLE aw3

W14X30 20'-3 9/16"A992 1 BEAM w5

29B6 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 4 ANGLE aw2

W12X14 5'-9 1/8"A992 1 BEAM w20

29B7 BEAM 1

HSS2-1/2X2-1/2X3/16 2'-9"A500-GR.B 1 TUBE s17

W12X14 10'-7 1/2"A992 1 BEAM w29

29B8 BEAM 1

PL3/8x3 1/8 0'-11 7/16"A36 2 PLATE p7

W12X26 12'-9 1/2"A992 1 BEAM w88


112/ "

W14X61 x 25'-8"(-212/ ")3"

3"3"

EL11

1'-5

1 2/ "

29B1


aw2 (NS/FS)

14/3 SIDES

3 4/

(-18/ )25'-1038/ " (W14X30 x 25'-978/ ")

12/

EL11

1'-5

1 2/ "

114/ " 3"

312/ "

178/ "

178/ "

258/ "

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

29B2


aw2 (NS/FS)aw2 (NS/FS)

14/3 SIDES

114/ "3"

6"

3"6"

(-316/ ) 10'-61516/ " (W12X14 x 10'-51516/ ") (-18/ )

158/ "

3516/

"12/

3716/

"

EL11

1'-8

"

238/ "

12/

3 4/

3316/ "

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

29B3


EL11

1'-5

1 2/ "

312/ "

3"3"

3"3"

3"

114/ "RD

314/ "4" 8'-1112/ " 4" 19'-634/ "

3"3"

3"

3"3"

3"

(-312/ ") W14X34 x 19'-814/ " (-212/ ")

29B4


aw3 (NS/FS)

14/3 SIDES

EL11

1'-5

1 2/ "3"

3"3"

3"3"

3"

3"3"

3"

(-212/ ") 20'-4116/ " (W14X30 x 20'-3916/ ") (-316/ )

12/

112/ "RD

11'-114/ " 4"

114/ "

114/ "

118/ "

378/ "

378/ "

6 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

29B5


aw2 (NS/FS)

aw2 (NS/FS)14/

3 SIDES

358/ "

358/ "

378/ "378/ "

12/12/

512/ "

3"

512/ "

3"

EL11

1'-8

"

(-316/ )5'-1018/ " (W12X14 x 5'-918/ ")(-316/ )

114/ "

114/ "

29B6

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "


2"@12"316/ 2"@12"

Typ

EL11

1'-5

1 2/ "

3"3"

3"

(-212/ ") W12X14 x 10'-712/ " (-212/ ")

112/ "RD

2'-9" 10'-6"s17CTR'D29B7


A - A

14/Typ

318/ "

29B8

p7

p7A

Ap7 (NS/FS)

38/

4'-0516/ "

(-312/ ")W12X26 x 12'-912/ "(-312/ ")

3'-8" 12'-8"4'-5"112/ "RD

3"3"

3"EL

112'

-11 4/ "

3"3"

3"

29B84 - 1316/ øGA 312/ "

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:15:28pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

30REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

30B1 BEAM 1

W12X14 10'-11 1/2"A992 1 BEAM 30B1

30B2 BEAM 1

W12X14 7'-11 3/4"A992 1 BEAM 30B2

30B3 BEAM 2

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 8 ANGLE aw2

W12X14 8'-3 1/2"A992 2 BEAM w24

30B4 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X14 11'-1 1/4"A992 1 BEAM w16

30B5 BEAM 2

W12X14 3'-0 3/4"A992 2 BEAM 30B5

30B6 BEAM 1

W12X14 12'-7 3/4"A992 1 BEAM 30B6

30B7 BEAM 1

W12X14 6'-11 1/2"A992 1 BEAM 30B7

30B8 BEAM 2

W12X14 15'-1"A992 2 BEAM 30B8


10'-10"4"9'-5"4"5'-4"112/ "RD

(-212/ ")W12X14 x 10'-1112/ "(-212/ ")

3"51

2/ " 3"3"

3"

3"3"

3" 3"51

2/ "

EL11

1'-8

"

30B1


7'-1014/ "112/ "RD

(-212/ ")W12X14 x 7'-1134/ "(-212/ ")

3"3"

3"

EL11

1'-5

1 2/ "

30B2


aw2 (NS/FS)

aw2 (NS/FS)

14/3 SIDES 31

4/ "

314/ "

12/12/

178/ "

(-18/ )8'-412/ " (W12X14 x 8'-312/ ")(-18/ )

114/ "

114/ "

178/ "

EL11

1'-5

1 2/ "

3"3" 3"

3"

30B3

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ " 4 - 1316/ x 1" SLOTS

4" C/C GOL 178/ "


aw2 (NS/FS)

14/3 SIDES

478/ "

512/ "

3"

114/ "

EL11

1'-8

"

3"3"

3"

4"9'-5"4"5'-4"112/ "RD

3"6"33

4/ "

(-14/ )11'-134/ " (W12X14 x 11'-114/ ")(-212/ ")

12/

30B4

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "


30B52'-1114/ "112/ "

RD

(-212/ ")W12X14 x 3'-034/ "(-212/ ")

3"3"

3"

EL11

1'-8

"


12'-614/ "112/ "RD

(-212/ ")W12X14 x 12'-734/ "(-212/ ")

3"3"

3"

EL11

1'-5

1 2/ "

30B6


3"3"

3"

6'-10"112/ "RD

(-212/ ")W12X14 x 6'-1112/ "(-212/ ")EL

111'

-51 2/ "

30B72 - BEAMS MARKED - 30B8

W12X14 FAB-

3"3"

3"

(-212/ ")W12X14 x 15'-1"(-412/ ")

112/ "RD

14'-1112/ "

EL11

1'-5

1 2/ "

30B8

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:20:01pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

31REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

31B1 BEAM 1

W12X16 17'-8"A992 1 BEAM 31B1

31B2 BEAM 1

W12X14 11'-9"A992 1 BEAM 31B2

31B3 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X14 18'-3 7/8"A992 1 BEAM w28

31B4 BEAM 1

W14X30 20'-9"A992 1 BEAM 31B4

31B5 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 4 ANGLE aw3

PL1/4x3 5/16 0'-4"A36 1 BAR b1

PL1/4x3 5/16 0'-4"A36 1 BAR b17

W12X14 22'-7 13/16"A992 1 BEAM w68

31B6 BEAM 1

W12X14 14'-3"A992 1 BEAM 31B6

31B7 BEAM 1

W16X26 28'-5"A992 1 BEAM 31B7

31B8 BEAM 2

W18X35 48'-7"A992 2 BEAM 31B8

31B9 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 1 ANGLE a11

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 3 ANGLE aw3

W14X22 22'-5 3/8"A992 1 BEAM w82


(-312/ ")W12X16 x 17'-8"(-312/ ")

3"3"

3"

4"114/ "RD

314/ "17'-612/ "

EL12

4'-4

5 8/ "

31B1


EL12

4'-4

5 8/ "

3"3"

3"

(-312/ ") W12X14 x 11'-9" (-312/ ")

11'-712/ "112/ "RD

31B2


114/ "

aw2 (NS/FS)

14/3 SIDES 258/ "

112/ "RD

12/

(-18/ )18'-438/ " (W12X14 x 18'-378/ ")(-312/ ")

218/ "

3"3"

3"

3"3"

EL12

4'-4

5 8/ "

31B3

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "


EL12

4'-5

1 2/ "

(-212/ ") W14X30 x 20'-9" (-212/ ")

112/ "RD

20'-712/ "

3"3"

3"

31B4


aw3 (NS/FS)

14/3 SIDES

318/ "134/ "

511 16/

"

58/

6316/

"

114/ "

334/ " 3"3"

713 16/

"

715 16/

"3"

3" 114/ "

22'-9" (W14X30 x 20'-2")

334/ "

1316/

b1

aw3 (NS/FS)

b17

31B5

6 - 1316/ x 1" SLOTS4" C/C GOL 178/ "6 - 1316/ x 1" SLOTS

4" C/C GOL 178/ "


EL12

4'-1

1" (-212/ ") W12X14 x 14'-3" (-312/ ")

3"3"

3"

13'-612/ "112/ "RD

4" 314/ "

3"3"

3"

31B6


EL12

4'-1

1"3"

3"3"

3"

(-212/ ") W16X26 x 28'-5" (-212/ ")

28'-312/ "112/ "RD

31B7


EL12

5'-4

"

(-312/ ") W18X35 x 48'-7" (-412/ ")

3"3"

3"3"

3"3"

3"3"

8"3"

3"

48'-512/ "4"314/ "

114/ "RD

31B8


14/3 SIDES

2916/ "2116/

"

22'-678/ " (W14X22 x 22'-538/ ")(-14/ )

114/ "

916/

1516/

"

34/

14/

12"

3"3"

3"

234/ "

3"3"

215 16/

"

14/

12"

178/ "

31B9

aw3 (F/S)

6 - 1316/ x 1" SLOTSGOL 178/ "(N/S)6 - 1316/ x 1" SLOTS

GOL 178/ "(F/S)

aw3 (N/S)a11 (F/S)

a12 (N/S)

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:23:47pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

32REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

32B1 BEAM 1

PL3/4x11 1/8 1'-11 1/16"A36 1 PLATE p35

W18X35 21'-9 11/16"A992 1 BEAM w79

32B2 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 4 ANGLE aw3

W16X31 26'-1 15/16"A992 1 BEAM w101

32B3 BEAM 1

W18X35 21'-10 11/16"A992 1 BEAM 32B3

32B4 BEAM 1

W21X44 58'-7"A992 1 BEAM 32B4

32B5 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 2 ANGLE aw3

L3-1/2X3-1/2X5/16 0'-11 1/2"A36 2 ANGLE aw4

W16X26 22'-5 5/16"A992 1 BEAM w114

32B6 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 2 ANGLE a20

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 2 ANGLE aw3

W14X22 22'-5 3/8"A992 1 BEAM w83


516/516/ Typ

(-412/ ") (-478/ ")W18X35 x 21'-91116/ "

714/ "

12"

512/ "

3"3"

3"3"3"

3"

3"

111 8/ "

1'-11316/ "

3"

14/

12"

1'-1

1316/

"

5716/ " 1'-11116/ "

21'-814/ "11116/ "RD

14/

12"

p35CTR'D

32B1

EL12

5'-9

1 2/ "

(-412/ ") W21X44 x 58'-7" (-312/ ")

4"57'-1012/ "112/ "RD

314/ "

3"3"

3"3"

3"3"3"

3"3"

3" 8"3"

3"

32B4

14/

12"

14/

12"

114/ "

114/ "

7 8/

234/ "

22'-61316/ "

1316/916/

3"3"

3" 3 "3"

3"3"

32B5

6 - 1316/ x 1" SLOTSGOL 178/ "(F/S)

aw4 (NS/FS)aw3 (NS/FS)6 - 1316/ x 1" SLOTSGOL 178/ "(F/S)


14/

12"

21'-9316/ "11116/ "RD

(-378/ ")W18X35 x 21'-101116/ "(-412/ ")

3"3"

3"3"

3"

14/

12"

3"3"

3"

32B3




aw3 (NS/FS)

aw3 (NS/FS)

14/3 SIDES 158/ "

14/

12"

1316/

234/ "

3"3"

3"

458/ "

3"3"

3"

178/ "

916/

114/ "

14/

12"

114/ "

(-14/ )26'-3716/ " (W16X31 x 26'-11516/ ")

4316/

"

6 - 1316/ x 1" SLOTS4" C/C GOL 178/ " 6 - 1316/ x 1" SLOTS

4" C/C GOL 178/ "32B2


a20 (NS/FS)

14/3 SIDES

114/ "

14/

12"

916/

2116/

"

234/ "

34/

22'-678/ " (W14x22 x 22'-538/ ")

14/

12"

3"3"

3"

178/ "

114/ "

2916/ "

3"3"

3"

aw3 (NS/FS)

6 - 1316/ x 1" SLOTSGOL 178/ "(N/S)

32B66 - 1316/ x 1" SLOTS414/ " C/C GOL 2"

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:27:40pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

33REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

33B1 BEAM 1

PL3/4x11 3/16 1'-7 3/8"A36 1 PLATE p19

PL3/4x11 3/16 1'-9"A36 1 PLATE p23

W18X35 17'-6"A992 1 BEAM w69

33B2 BEAM 2

W12X14 14'-3 5/16"A992 2 BEAM 33B2

33B3 BEAM 3

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 6 ANGLE aw2

W12X14 14'-7 1/8"A992 3 BEAM w13

33B4 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X14 15'-0 3/4"A992 1 BEAM w17

33B5 BEAM 2

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 4 ANGLE aw2

W12X14 13'-9 3/16"A992 2 BEAM w11

33B6 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X14 15'-3 3/4"A992 1 BEAM w9


A

A

512/ "

12"

938/ "

EL11

4'-3

"

12"

838/ "

(-412/ ") W18X35 x 17'-6" (-412/ ")

1'-334/ "

1'-178/ "RD

1'-738/ "

3"31

16/"

3"3"

3"3"

512/ "

112/ "RD

17'-412/ "14'-712/ " 4"

113 16/

"

113 16/

"

3"3"

3"3"

938/ "

12"

812/ "

12"

1'-9"316/

1 - 1316/ " x 1"DIAG. SLOTS

1 - 1316/ " x 1"DIAG. SLOTS

p19CTR'D

33B1

p23CTR'D

512/ "A - A

14/14/

Typ

14/14/

Typ

p19CTR'D

33B1p23CTR'D


WP

3"

13'-978/ "

(-212/ ")W12X14 x 14'-3516/ "(-41116/ ")

2716/

"

3"3"

3"

316/

12"

512/ "

112/ "

12"

316/

3"

12"

316/

3"3"

33B2


WP

14/3 SIDES

58/

338/ "

5916/

"

14'-534/ "RD

138/ "234/ "

316/

12"

3"

512/ "

3"

12"

316/

3"3"

3"

13'-111116/ "14'-11116/ "

(-212/ ")14'-734/ " (W12X14 x 14'-718/ ")(-14/ )

316/

12"

33B3

2 - 1316/ x 1" SLOTSGOL 178/ "(N/S)

aw2 (NS/FS)


aw2 (N/S)aw2 (N/S)

14/3 SIDES

114/ "

114/ "

EL11

4'-0

"

3"3"

3"3"

(-18/ ) 15'-134/ " (W12X14 x 15'-034/ ") (-18/ )12/

12/

314/ "

314/ "

178/ " 178/ "

2 - 1316/ x 1" SLOTSGOL 178/ "(N/S)

2 - 1316/ x 1" SLOTSGOL 178/ "(N/S)

33B4


14/3 SIDES

11316/ "

916/

3"3"

3"

112/ "RD

1916/ "

3"

13'-978/ " (W12X14 x 13'-9316/ ")

316/

12"

12"

316/

5716/

"

318/ "

2 - 1316/ x 1" SLOTSGOL 178/ "(F/S)

33B5

aw2 (NS/FS)


14/3 SIDES

EL11

4'-0

"

3"3"3"

3"15'-434/ " (W12X14 x 15'-334/ ") (-18/ )(-18/ )

12/12/

2'-1038/ "RD 4"

3316/

"

3316/

"

178/ "178/ "

114/ "

114/ "

3"3"

2 - 1316/ x 1" SLOTSGOL 178/ "(N/S)2 - 1316/ x 1" SLOTS

GOL 178/ "(N/S)

33B6 aw2 (N/S)

aw2 (N/S)

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:31:28pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

34REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

34B1 BEAM 1

W18X35 17'-11"A992 1 BEAM 34B1

34B2 BEAM 1

W18X35 16'-9"A992 1 BEAM 34B2

34B3 BEAM 1

W18X35 11'-7"A992 1 BEAM 34B3

34B4 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X19 23'-6 3/4"A992 1 BEAM w57

34B5 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 4 ANGLE aw2

W12X14 14'-1"A992 1 BEAM w18

34B6 BEAM 1

W12X14 14'-3 5/16"A992 1 BEAM 34B6

34B7 BEAM 2

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 4 ANGLE aw2

W12X14 13'-9 3/16"A992 2 BEAM w12

34B8 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X19 22'-11 3/4"A992 1 BEAM w58


(-412/ ") (-412/ ")W18X35 x 17'-11"

3"3"

3"3"

3"3"

3"3"

3"31

16/"

17'-912/ "4"112/ "RD

3'-112/ "EL

114'

-3"

34B1


EL11

4'-3

"

3"31

16/"

3"3"

3"3"

3"3"

3"3"

16'-712/ "112/ "RD

4'-512/ " 4"

(-412/ ") W18X35 x 16'-9" (-412/ ")

34B2


EL11

4'-3

"3"

3"3"

3"

(-412/ ") W18X35 x 11'-7" (-412/ ")

112/ "RD

11'-512/ "34B3


aw2 (N/S) aw2 (N/S)14/

3 SIDES

EL11

4'-0

"

114/ "

312/ "

3"3"

178/ "

3"3"

12/

114/ "

312/ "

(-18/ ) 23'-734/ " (W12X19 x 23'-634/ ") (-18/ )

178/ "

12/18'-538/ " 4"4"3'-538/ "RD

3"3"

34B4


aw2 (NS/FS)

14/3 SIDES

5916/

"

5716/

"

3"

316/

12"

58/ 212/ "

338/ "

316/

12"

14'-2516/ " (W12X14 x 14'-1")14/

318/ "

234/ " 916/

3"

2 - 1316/ x 1" SLOTSGOL 178/ "(F/S)

2 - 1316/ x 1" SLOTSGOL 178/ "(N/S)

aw2 (NS/FS)

34B5


WP

13'-71516/ "RD13'-978/ "

14'-11516/ "

12"

316/

12"

316/

3"

512/ "

112/ "

2716/

"

316/

12"

3" 3"

3"3"

(-212/ ")W12X14 x 14'-3516/ "(-41116/ ")

3"3"

34B6


14/3 SIDES

12"

316/

318/ "

3"3"

3"

13'-978/ " (W12X14 x 13'-9316/ ")

5716/

"

11516/ "

316/

12"

112/ "RD

916/

3"

2 - 1316/ x 1" SLOTSGOL 178/ "(F/S)

aw2 (NS/FS)

34B7


aw2 (N/S)

aw2 (N/S)14/3 SIDES

EL11

4'-0

"

178/ "

114/ " 3"

3"

178/ "

(-18/ ) 23'-034/ " (W12X19 x 22'-1134/ ") (-18/ )

12/

12/31

2/ "

3"3"

12'-338/ "RD 4" 19'-938/ " 4"

3"3" 11

4/ "

312/ "

34B8

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:34:00pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

35REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

35B1 BEAM 1

W18X71 23'-3"A992 1 BEAM 35B1

35B2 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X14 15'-0 3/4"A992 1 BEAM w17

35B3 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 4 ANGLE aw2

W12X14 14'-0 15/16"A992 1 BEAM w19

35B4 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X14 14'-7 1/16"A992 1 BEAM w14

35B5 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X14 15'-10 3/4"A992 1 BEAM w10

35B6 BEAM 1

PL3/4x11 3/16 1'-8 11/16"A36 1 PLATE p13

PL3/4x11 3/16 1'-6 7/8"A36 1 PLATE p21

W18X35 17'-0"A992 1 BEAM w73


(-412/ ")W18X71 x 23'-3"(-412/ ")

3"31

16/"

3"3"

3"3"

3"3"

3"3"

23'-112/ "4"112/ "RD

6'-1112/ " 10'-012/ "4"

EL11

4'-3

"

35B1


316/ 3 SIDES178/ "

178/ "

314/ "

3316/

"

12/

(-18/ )15'-134/ " (W12X14 x 15'-034/ ")(-18/ )

114/ "

12/

3"3"

114/ "

3"3"

EL11

4'-0

"

aw2 (N/S)

aw2 (N/S)

35B2

2 - 1316/ x 1" SLOTSGOL 178/ "(N/S)

2 - 1316/ x 1" SLOTSGOL 178/ "(N/S)


14/3 SIDES

5716/

"

334/ "

11516/ "

3"

5916/

"

312/ "

3"

318/ "

316/

12"

14'-214/ " (W12X14 x 14'-01516/ ")516/

58/

316/

12"

916/

35B3

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

aw2 (NS/FS)aw2 (NS/FS)

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "


316/

12"

WP

14/3 SIDES

5916/

"

334/ "

58/

14'-158/ "

3"3"

3"

13'-1158/ "138/ "

312/ "

316/

12"

512/ "

12"

316/

3" 3"

(-212/ ")14'-71116/ " (W12X14 x 14'-7116/ ")(-516/ )

35B4

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

aw2 (NS/FS)


aw2 (N/S)

aw2 (N/S)

14/3 SIDES

4"13'-238/ "RD

12/

178/ "

314/ "

12/

(-18/ )15'-1134/ " (W12X14 x 15'-1034/ ")(-18/ )

314/ "

3"3"3"

3" 3"3"

114/ "

178/ "

EL11

4'-0

"11

4/ "

35B5

2 - 1316/ x 1" SLOTSGOL 178/ "(N/S)

2 - 1316/ x 1" SLOTSGOL 178/ "(N/S)


1 - 1316/ " x 1"DIAG. SLOTS

p21CTR'D

516/516/ Typ

1'-678/ "

1'-81116/ "

112/ "RD

2'-012/ " 4"

15'-1058/ "

15'-81316/ "

(-412/ ")W18X35 x 17'-0"(-412/ ")

3"3"

3"3"

3"3"

3"3"

3"31

16/" 11

3 16/"

113 16/

"51

2/ "

512/ "

EL11

4'-3

"

12"

834/ "

12"

958/ "

35B6

p13CTR'D

1 - 1316/ " x 1"DIAG. SLOTS

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:36:31pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

36REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

36B1 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE a9

L3-1/2X3-1/2X5/16 1'-5 1/2"A36 2 ANGLE aw6

PL3/8x4 1/4 1'-10 9/16"A36 1 PLATE p37

W24X68 58'-10 3/4"A992 1 BEAM w99

36B2 BEAM 1

W24X68 7'-5"A992 1 BEAM 36B2

36B3 BEAM 1

PL3/4x11 3/16 1'-8 11/16"A36 1 PLATE p13

W12X14 17'-0"A992 1 BEAM w26

36B4 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 1 ANGLE a11

L3-1/2X3-1/2X5/16 0'-5 3/4"A36 1 ANGLE a24

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 1 ANGLE aw3

W12X14 9'-2 15/16"A992 1 BEAM w117


14/TYP

414/ "

p37

36B1

A - A

A

Aaw6 (NS/FS)

14/3 SIDES

14/3 SIDES

12/

114/ "

3"3"

58'-1114/ " (W24X68 x 58'-1034/ ")(-312/ ") (-14/ )

112/ "RD

57'-1112/ "24'-612/ " 4"4"

24'-8516/ " 40'-1134/ "16'-1134/ "

112/ "

414/ "25'-2"24'-3"

3"3"

3"3"

3"3"

a9 (F/S) a9 (F/S)

p37 (N/S)

36B1

4 - 1316/ " x 1"HORZ. SLOTSGA = 512/ "

715 16/

"3"

38/4"

EL12

6'-3

1 4/ "

3"3"

3"8"

112/ "

414/ "

4"

58'-1114/ "

3"3"

3"3"


EL12

6'-3

1 4/ "

3"3"

3"3"

3"3"

3"3"

3"3"

3"3"

(-312/ ") W24X68 x 7'-5" (-312/ ")

4"112/ "RD

3'-612/ " 7'-312/ "

36B2


516/516/Typ

4316/ " 1'-81116/ "

1'-738/ "

(-412/ ")W12X14 x 17'-0"(-412/ ")

6916/

"3"3"

3"3"

3"3"

3"

6"112/ "RD

16'-412/ "

113 16/

"

1'-5

7 16/"

EL12

6'-5

1 2/ "

12"

834/ "

36B3

p13CTR'D

1 - 1316/ " x 1"DIAG. SLOTS


4"

a11

a12a24

36B4

4"(N/S)COPE FLANGE

14/3 SIDES178/ "

3"31

16/"

3"

34/

916/

(-116/ )9'-438/ " (W12X14 x 9'-21516/ ")(-18/ )

112/ "

3"

1316/

"

212/ "

1 2/

578/ "11

4/ "

a24 (N/S)

36B4

6 - 1316/ x 1" SLOTSGOL 178/ "(N/S)

2 - 1316/ x 1" SLOTSGOL 178/ "(N/S)

a12 (N/S)

a11 (F/S)

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:41:47pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

37REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

37B1 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE a9

PL3/8x3 1/16 1'-7 3/4"A36 1 PLATE p36

W21X50 48'-8"A992 1 BEAM w75

37B2 BEAM 1

PL3/8x3 1/8 0'-11 7/16"A36 1 PLATE p7

W12X26 23'-3"A992 1 BEAM w86

37B3 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 3/4"A36 1 ANGLE a22

L3-1/2X3-1/2X5/16 0'-5 3/4"A36 1 ANGLE a24

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X14 9'-2 15/16"A992 1 BEAM w53

37B4 BEAM 1

W12X14 16'-9"A992 1 BEAM 37B4

37B5 BEAM 1

W12X14 11'-7"A992 1 BEAM 37B5

37B6 BEAM 1

PL3/8x3 1/8 0'-11 7/16"A36 1 PLATE p7

W12X26 17'-11"A992 1 BEAM w85


A

A

14/3 SIDES

3"8"

4"

EL12

6'-3

1 4/ "

38/33'-11516/ "

3"3"

3"3"

3"

3"3"

8"

414/ "114/ "RD

17'-834/ " 30'-034/ "318/ "

33'-6" 312/ " 4" 48'-612/ "

W21X50 x 48'-8" (-312/ ")(-312/ ")

3"3"

3"3"

3"

4 - 1316/ øGA 312/ "

37B1

p36 (N/S)

a9 (F/S)

a9 (F/S)

14/Typ

3116/ " 37B1

p36

A - A


B

B

38/

3"3"

3" 3"61

2/ "

(-412/ ") W12X26 x 23'-3" (-412/ ")

7'-1516/ "

3"3"

3"

312/ " 4"112/ "RD

312/ "6'-8" 23'-112/ "

EL12

6'-5

1 2/ "

4 - 1316/ " x 1"HORZ. SLOTSGA = 312/ "

p7 (F/S)

37B2

14/Typ

318/ "

p7

37B2

B - B


9'-4516/ " (W12X14 x 9'-21516/ ")

aw2 (NS/FS)

14/3 SIDES

114/ "

14/

12"

14/

12"

916/

3"11

2/ "

3"3"

4"

318/ "

34/

578/ "

114/ "

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

a24 (N/S)

37B3

a22 (F/S)

2"2"

4"

2"2"

a24

37B3

aw2

a22 aw2


3"3"

3"

(-412/ ")W12X14 x 16'-9"(-412/ ")

112/ "RD

16'-712/ "

EL12

6'-5

1 2/ "

37B4


3"3"

3"

11'-512/ "112/ "RD

(-412/ ")W12X14 x 11'-7"(-412/ ")

EL12

6'-5

1 2/ "

37B5


C - C

14/Typ

117 16/

"

318/ "

37B6p7

C

C

3"61

2/ "

3'-3516/ "

W12X26 x 17'-11"(-412/ ") (-412/ ")

3"3"

3"3"3"

3"

38/

112/ "RD

4" 312/ " 17'-912/ "312/ "2'-10"

EL12

6'-5

1 2/ "

37B6

p7 (F/S)

4 - 1316/ " x 1"HORZ. SLOTSGA = 312/ "

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:45:22pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

38REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

38B1 BEAM 1

L3-1/2X3-1/2X5/16 0'-5 3/4"A36 1 ANGLE a22

L3-1/2X3-1/2X5/16 0'-5 3/4"A36 1 ANGLE a24

L3-1/2X3-1/2X5/16 0'-5 1/2"A36 2 ANGLE aw2

W12X14 9'-3"A992 1 BEAM w124

38B2 BEAM 1

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 2 ANGLE a20

L3-1/2X3-1/2X5/16 0'-5 3/4"A36 1 ANGLE a22

W12X14 9'-3"A992 1 BEAM w48

38B3 BEAM 1

L2-1/2X2-1/2X1/4 6'-5"A36 2 ANGLE a33

PL1/4x2 1/2 0'-4"A36 1 PLATE p26

W12X14 8'-7 3/16"A992 1 BEAM w54

38B4 BEAM 1

L2-1/2X2-1/2X1/4 6'-5"A36 2 ANGLE a33

PL1/4x2 1/2 0'-4"A36 1 PLATE p26

W12X14 8'-7 3/16"A992 1 BEAM w3

38B5 BEAM 1

W16X26 39'-3"A992 1 BEAM 38B5

38B6 BEAM 1

W16X26 39'-3"A992 1 BEAM 38B6

38B7 BEAM 1

PL3/4x11 3/16 1'-9"A36 1 PLATE p14

W12X14 17'-6"A992 1 BEAM w25


4"(B/S)COPE FLANGES

14/3 SIDES

578/ "11

4/ "11

2/ "3"

34/

18/ 9'-438/ " (W12X14 x 9'-3")

3"3"

916/

318/ "

114/ "

14/

12"

14/

12"

aw2 (NS/FS)

a22 (F/S)

38B1

a24 (N/S)

2 - 1316/ x 1" SLOTSGOL 178/ "(F/S)

4 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

4"

aw2

a24aw2

38B1a22


2"

4"

2"2"

38B2

a22a20

a20

14/Typ

4"(F/S)COPE FLANGE

14/

12"

a20 (NS/FS)14/

3 SIDES

114/ "

3"11

2/ "

212/ "3"

3116/

"3"

1 2/ 1316/

"

178/ "

578/ "

14/

12"

(-18/ ) 9'-4716/ " (W12X14 x 9'-3")

34/

916/

a22 (F/S)

38B2

6 - 1316/ x 1" SLOTS414/ " C/C GOL 2"2 - 1316/ x 1" SLOTS

GOL 178/ "(F/S)


A - A

a33

a33

38B3

A

A

7316/ "(B/S)CUT FLUSH

316/ 1"Typ

a33 (NS/FS)

316/ Typ

516/

12"

8'-5916/ "1716/ "RD

8'-714/ " (W12X14 x 8'-714/ ")

516/

12"

6'-5"

3"3"

3"

512/ "

3"

p26 (FILLER) 38B3


B

B

7316/ "(B/S)CUT FLUSH

316/ 1"Typ

a33 (NS/FS)

316/ Typ

6'-5"

3"51

2/ "

516/

12"

W12X14 x 8'-714/ "

3"3"

3"

8'-5916/ "1716/ "RD

516/

12"

38B4p26 (FILLER)

B - B

38B4 a33

a33


3"3"

3"3"

112/ "RD

39'-112/ "

W16X26 x 39'-3"

38B5ONE - BEAM MARKED - 38B6

W16X26 FAB-

EL14

0'-9

"

3"3"

3"3"

W16X26 x 39'-3"(-412/ ") (-412/ ")

39'-112/ "112/ "RD

38B6


512/ "

3"3"

3"

113 16/

"

1'-5

7 16/"

EL12

6'-5

1 2/ "

15'-412/ " 1'-9"

17'-412/ "114/ "RD

712/ "

3"3"

3"

15'-91516/ "

612/ "

3"

12"

812/ "

(-412/ ")W12X14 x 17'-6"(-412/ ")

p14CTR'D

38B7

1 - 1316/ " x 1"DIAG. SLOTS

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 01:56:37pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

39REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

39B1 BEAM 1

L2-1/2X2-1/2X1/4 2'-11 7/8"A36 4 ANGLE a25

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 2 ANGLE aw3

PL1/4x2 1/2 0'-2 1/2"A36 2 PLATE p39

W14X30 24'-0 3/4"A992 1 BEAM w7

39B2 BEAM 1

PL3/8x3 1/4 1'-1 1/16"A36 2 PLATE p56

W14X30 28'-6"A992 1 BEAM w2

39B3 BEAM 1

L2-1/2X2-1/2X1/4 2'-11 7/8"A36 4 ANGLE a25

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 4 ANGLE aw3

PL1/4x2 1/2 0'-2 1/2"A36 2 PLATE p39

W14X30 24'-0 3/4"A992 1 BEAM w6

39B4 BEAM 2

L3-1/2X3-1/2X5/16 0'-8 1/2"A36 4 ANGLE aw3

W14X30 31'-3 7/16"A992 2 BEAM w1


934/ " 2'-218/ "2'-218/ " 934/ "

2"@12"316/Typ

A

Aa25 (NS/FS)

14/3 SIDES

EL11

8'-5

1 8/ "

3"3"

512/ "

114/ "

24'-134/ " (W14X30 x 24'-034/ ") (-18/ )(-18/ )

12/

12/

114/ "

358/ "

3"51

2/ "3"

358/ "

314/ "314/ "

3 - 1316/ x 1" SLOTSGOL 178/ "(N/S)

3 - 1316/ x 1" SLOTSGOL 178/ "(N/S) aw3 (N/S)

aw3 (N/S)

39B1

p39 (FILLER)p39 (FILLER)

3"3"

512/ "

39B1

aw3

a25

a25

p39

A - A


14/Typ

314/ "

p56

39B2

B - B

B

B

B

B

5"3"

3"

5"3"

3"38/EL

117'

-9"

38/

1'-812/ "RD 2'-712/ " 25'-1012/ " 26'-912/ "

4"26'-2"4"2'-0"

W14X30 x 28'-6"

p56 (N/S)p56 (N/S)39B2

4 - 1316/ øGA 312/ " 4 - 1316/ ø

GA 312/ "


934/ " 2'-218/ "2'-218/ " 934/ "

C

Ca25 (NS/FS)

aw3 (NS/FS)

a25 (NS/FS)

aw3 (NS/FS)14/3 SIDES

114/ "

12/314/ "

3116/

"12/

(-18/ )24'-134/ " (W14X30 x 24'-034/ ")(-18/ )

3916/

"

114/ "

314/ "

3"3"

512/ "

EL11

8'-4

1 2/ "

3"3"

512/ "

6 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

39B3

6 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

p39 (FILLER) p39 (FILLER)

C - C

3"3"

5"

1 2/

39B3

aw3aw3

a25

a25

p39


3 "3 "

WPWP

aw3 (NS/FS)

14/3 SIDES

212/ "

115 16/

"

3"3"

358/ "11

4/ "

312/ "

12/

31'-4316/ " (W14X30 x 31'-3716/ ")

14/

12"

3"3 "

2716/

"3 "

3 "

14/

12"

29'-258/ "28'-358/ "

28'-738/ "RD 30'-938/ "

4"

28'-912/ " 30'-1112/ "

14/

12"

39B4

6 - 1316/ x 1" SLOTS4" C/C GOL 178/ "

4 - 1316/ øGA 312/ "

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 02:00:27pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

TUBE ASSEMBLY DRAWINGS



STRUCTURAL VISIONS


DRAWING NO.

40REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

40T1 TUBE 1

HSS6X6X.250 16'-10 15/16"A992 1 TUBE 40T1

40T2 TUBE 1

HSS6X6X.250 16'-9 3/16"A992 1 TUBE 40T2

40T3 TUBE 1

HSS6X6X.250 33'-1"A992 1 TUBE 40T3

40T4 TUBE 1

HSS6X6X.250 12'-3 1/2"A992 1 TUBE w71

PL3/4x9 7/8 1'-0"A36 1 PLATE p28

40T5 TUBE 1

HSS8X8X.375 21'-10"A500-GR.B 1 TUBE s4

PL3/4x11 1/8 1'-1 1/8"A36 1 PLATE p29

40T6 TUBE 1

HSS8X8X.375 22'-3 5/8"A500-GR.B 1 TUBE 40T6

ONE - TUBE MARKED - 40T1HSS6X6X.250 FAB-

3"

3"RD

16'-71516/ "

HSS6X6X.250 x 16'-101516/ "

40T1

1 2/1 2/

1 2/1 2/

612/ " 612/ "

40T1


1 2/1 2/

612/ "612/ "

1 2/1 2/

40T2

3"

HSS6X6X.250 x 16'-9316/ "

16'-6316/ "3"RD

40T2


112/ "

1112/ "

12"

14/

12"

(-312/ ")HSS6X6X.250 x 33'-1"

215 16/

"31

16/"

116/

21316/ "

2 - 1316/ øGA 3"

40T3

112/ "

112/ " 40T3


12'-2"138/ "RD

516/516/Typ

12"

12"

12"

12"

12'-4" (HSS6X6X.250 x 12'-312/ ")

EL11

1'-9

"

3"

3"12/

3"

434/ "

11'-1138/ "

1 - 1316/ " x 114/ "DIAG. SLOTS

p28CTR'D

40T4

112/ "

112/ "

112/ "

112/ "

138/ "RD

12'-2"p28CTR'D

40T4


12"

615 16/

"

12"

12"

12"

12"

111 8/ "

EL11

1'-8

"

5716/

"

(-412/ ") HSS8X8X.375 x 21'-10" (-412/ ")

20'-1018/ "RD

1'-118/ "

3"5"

4"4"

5" 4"

1 - 1316/ " x 1"DIAG. SLOTS

2 - 1316/ øGA 3"

2 - 1316/ øGA 3"

p29CTR'D

40T5

112/ "

112/ "

112/ "

112/ "

3 4/

2"RD

21'-812/ "

p29CTR'D

40T5


HSS8X8X.375 x 22'-358/ "

4"

3"RD

22'-058/ "

40T6

634/ " 612/ "

634/ " 612/ "

1 2/1 2/

1 2/1 2/

40T6

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 02:10:46pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

41REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

41T1 TUBE 1

HSS8X8X.375 23'-5 1/2"A500-GR.B 1 TUBE 41T1

41T2 TUBE 1

HSS10X6X1/4 12'-10 1/4"A500-GR.B 1 TUBE 41T2

41T3 TUBE 1

HSS10X6X1/4 18'-10 1/4"A500-GR.B 1 TUBE 41T3

41T4 TUBE 1

HSS6X6X.250 13'-11"A992 1 TUBE 41T4

41T5 TUBE 1

HSS6X6X.250 22'-3 1/8"A992 1 TUBE 41T5

41T6 TUBE 1

HSS6X6X.250 22'-6 1/16"A992 1 TUBE 41T6

41T7 TUBE 1

HSS6X6X.250 8'-4 1/2"A992 1 TUBE w106

PL3/4x9 15/16 1'-1 5/16"A36 1 PLATE p27


41T1

HSS8X8X.375 x 23'-512/ "

4"

3"RD

23'-212/ "

612/ " 612/ "

1 2/1 2/

1 2/1 2/

41T1

ONE - TUBE MARKED - 41T2HSS10X6X1/4 FAB-

HSS10X6X14/ x 12'-1014/ "

EL11

1'-1

"

41T2 EL11

1'-1

" HSS10X6X14/ x 18'-1014/ "

41T3



1 2/1 2/

612/ " 612/ "

1 2/1 2/

41T4

3"

3"RD

13'-8"

HSS6X6X.250 x 13'-11"

41T4


HSS6X6X.250 x22'-318/ "

3716/ "

12"

103 8/ " 12"

111 2/ "

14/

12"

3"

112/ "RD

22'-11116/ "

3"

3316/ "

2 - 1316/ øGA 3"

2 - 1316/ øGA 3"

41T5

112/ "

112/ "

112/ "

112/ " 41T5


3"22'-3116/ "3"

RD

HSS6X6X.250 x 22'-6116/ "

41T6

612/ " 612/ "

1 2/1 2/

41T6


516/516/ Typ

812/ "RD

458/ "

8"

12"

12/

12"

12"

3"EL11

1'-9

"

12"

12"

3"

8'-318/ "112/ "RD

8'-5" (HSS6X6X.250 x 8'-412/ ")

3"

41T7

2 - 1316/ "GA 3"

p27CTR'D

1 - 1316/ " x 114/ "DIAG. SLOTS

112/ "

112/ "

8'-318/ "112/ "RD

112/ "

112/ " 41T7

p27CTR'D

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 02:16:32pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

42REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

42T1 TUBE 1

HSS8X8X1/4 18'-3 5/8"A500-GR.B 1 TUBE 42T1

42T2 TUBE 1

HSS16X8X5/16 15'-4 5/16"A992 1 TUBE w122

L6 X4 X5/16 18'-2 7/8"A36 1 ANGLE a27

42T3 TUBE 1

HSS8X8X1/4 20'-8 7/16"A500-GR.B 1 TUBE 42T3

42T4 TUBE 1

HSS16X8X5/16 11'-8"A992 1 TUBE w118

L6 X4 X5/16 12'-3 3/4"A36 1 ANGLE a28

42T5 TUBE 1

HSS16X8X5/16 18'-0"A992 1 TUBE w119

L6 X4 X5/16 18'-7 3/4"A36 1 ANGLE a29


HSS8X8X14/ x 18'-358/ "

3"RD

18'-058/ "

4"

42T1

612/ " 612/ "

1 2/1 2/

1 2/1 2/

42T1


1'-21516/ "

6"

378/ "

a27

42T2

15'-4516/ "

316/ 2"@12"2"@12"

Typ

8"29

16/"

4"

EL11

5'-1

1 2/ "

18'-278/ " (HSS16X8X516/ x 15'-4516/ ")

12"

812/ "

14'-138/ "378/ "a27 (N/S)

42T2


4"

HSS8X8X14/ x 20'-8716/ "

3"RD

20'-5716/ "

42T3

612/ " 612/ "

1 2/1 2/

1 2/1 2/

42T3


6"378/ "

a28

42T4

316/ 2"@12"Typ

4"

8"

EL11

5'-1

1 2/ "

12'-334/ " (HSS16X8X516/ x 11'-8")

a28 (N/S)42T4


6"

378/ "

a29

42T5

316/ 2"@12"Typ

4"

8"

EL11

5'-1

1 2/ "

18'-0"

18'-734/ " (HSS16X8X516/ x 18'-0")

a29 (N/S)42T5

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 02:30:33pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

43REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

43A1 ANGLE 2

L6X6X5/16 27'-4"A36 2 ANGLE 43A1

43T1 TUBE 1

HSS16X8X5/16 14'-10 13/16"A992 1 TUBE w123

L6 X4 X5/16 17'-8 7/8"A36 1 ANGLE a32

43T2 TUBE 1

HSS8X8X1/4 17'-11 3/4"A500-GR.B 1 TUBE 43T2

43T3 TUBE 1

HSS8X8X1/4 20'-4 3/8"A500-GR.B 1 TUBE 43T3

43T4 TUBE 1

HSS16X8X5/16 16'-10"A992 1 TUBE w120

L6 X4 X5/16 17'-5 3/4"A36 1 ANGLE a30

43T5 TUBE 1

HSS16X8X5/16 23'-4"A992 1 TUBE w121

L6 X4 X5/16 23'-11 3/4"A36 1 ANGLE a31


1'-214/ "

6"

2'-6316/ " RDa32

43T1

316/ 2"@12"2"@12"

Typ

238/ "

8"

4"

EL11

5'-1

1 2/ "

17'-878/ " (HSS16X8X516/ x 14'-1078/ ")

12"

834/ "

3'-8716/ "

a32 (N/S) 43T1


1 2/1 2/

1 2/1 2/

612/ "612/ "

43T2

17'-834/ "3"RD

HSS8X8X14/ x 17'-1134/ "

4"

43T2


612/ "612/ "

1 2/1 2/ 1 2/

1 2/

43T3

HSS8X8X14/ x 20'-438/ "

20'-138/ "3"RD

4"

43T3


6"

378/ "

a30

43T4

316/ 2"@12"Typ

4"

8"

EL11

5'-1

1 2/ "

16'-10"

17'-534/ " (HSS16X8X516/ x 16'-10")

a30 (N/S)43T4


6"

378/ "

a31

43T5

316/ 2"@12"Typ

4"

8"

EL11

5'-1

1 2/ "

23'-4"

23'-1134/ " (HSS16X8X516/ x 23'-4")

a31 (N/S)43T5

2 - ANGLES MARKED - 43A1L6X6X5/16 FAB-

6"

27'-4"

43A1

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 02:33:52pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

44REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

44A1 ANGLE 6

1/2"14 STUD STUD SCREW 4"

L4X4X1/4 20'-0"A36 6 ANGLE 44A1

44A2 ANGLE 28


L4X4X1/4 20'-0"A36 28 ANGLE 44A2

44A3 ANGLE 16

L2X2X3/16 20'-0"A36 16 ANGLE 44A3

44A4 ANGLE 46

L3X3X1/4 20'-0"A36 46 ANGLE 44A4

44A5 ANGLE 2

L5X3X1/4 20'-0"A36 2 ANGLE 44A5

44T1 TUBE 2

HSS6X6X.250 15'-0 1/8"A992 2 TUBE 44T1

44T2 TUBE 2

TS4X4X1/4 4'-7 13/16"A500-GR.B 2 TUBE 44T2

44T3 TUBE 1

TS4X4X1/4 4'-7 13/16"A500-GR.B 1 TUBE 44T3

44T4 TUBE 1

TS4X4X1/4 4'-7 13/16"A500-GR.B 1 TUBE 44T4

44T5 TUBE 4

TS4X4X1/4 4'-3 3/4"A500-GR.B 4 TUBE 44T5

44T6 TUBE 1

TS4X4X1/4 4'-4 13/16"A500-GR.B 1 TUBE 44T6

44T7 TUBE 1

TS4X4X1/4 4'-3 3/4"A500-GR.B 1 TUBE 44T7

2 - TUBES MARKED - 44T1HSS6X6X.250 FAB-

15'-018/ " (HSS6X6X.250 x 15'-018/ ")

3"

3"RD

14'-918/ "

44T1

612/ " 612/ "

1 2/1 2/

1 2/1 2/

44T1

2 - TUBES MARKED - 44T2TS4X4X1/4 FAB-

14/

12"

TS4X4X14/ x 4'-71316/ " (-716/ )

314/ "

1"44T2

ONE - TUBE MARKED - 44T3TS4X4X1/4 FAB-

412/ "

1"

(-716/ )TS4X4X14/ x 4'-71316/ "

14/

12"

44T3


5"

1116/

"

(-716/ )TS4X4X14/ x 4'-71316/ "

14/

12"

44T4

4 - TUBES MARKED - 44T5TS4X4X1/4 FAB-

116/1112/ "

12"

11516/ "

14/

12"

138/ "

(-4916/ ") TS4X4X14/ x 4'-334/ "

2"2"

1 - 1316/ øGA 2"

44T5


2"2"

(-3716/ ")TS4X4X14/ x 4'-41316/ "

4'-312/ "RD

2116/ "

14/

12"

44T6

1 - 1316/ øGA 2"


138/ "

11516/ "14/

12"

2"

(-412/ ") 4'-334/ " (TS4X4X14/ x 4'-334/ ")

1 - 1316/ øGA 2"

44T7


14 - 12/ " ø x 4"STUD

2"

EL10

6'-8

"

6" 3'-6" 3@4'-0"=12'-0" 3'-6"

13@1'-6"=19'-6"3"

6 - 1316/ ø

44A1


2"

3" 13@1'-6"=19'-6"

44A2

14 - 12/ " ø x 4"STUD


20'-0"

44A3


20'-0"

44A4


5"

20'-0"

L5X3X14/ x 20'-0"

44A5

12/09/08

PLEASE CONFIRMALL LINTEL RADIUS& CHORD LENGTH


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 02:37:01pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER

MISC. ASSEMBLY DRAWINGS



STRUCTURAL VISIONS


DRAWING NO.

45REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

45A1 FO - ANGLE 3

L5X3-1/2X1/4 6'-5 1/4"A36 3 FO - ANGLE a55

L5X3-1/2X1/4 0'-8"A36 3 FO - ANGLE a58

L5X3-1/2X1/4 0'-8"A36 3 FO - ANGLE a59

45A2 FO - ANGLE 6

L5X3-1/2X1/4 6'-3 1/16"A36 6 FO - ANGLE a56

L5X3-1/2X1/4 0'-8"A36 6 FO - ANGLE a58

L5X3-1/2X1/4 0'-8"A36 6 FO - ANGLE a59

45A3 FO - ANGLE 6

L5X3-1/2X1/4 5'-6 7/16"A36 6 FO - ANGLE a57

L5X3-1/2X1/4 0'-8"A36 6 FO - ANGLE a54

L5X3-1/2X1/4 0'-8"A36 6 FO - ANGLE a60

45A4 FO - ANGLE 6

L5X3-1/2X1/4 4'-4"A36 6 FO - ANGLE 45A4

45A5 ANGLE 2

L5 X3 1/2X1/4 20'-0"A36 2 ANGLE 45A5

45A6 ANGLE 1

L7X4X3/8 20'-0"A36 1 ANGLE 45A6

45A7 ANGLE 1

L7X4X3/8 13'-8"A36 1 ANGLE 45A7

45PL1 BENT PLATE 4

PL1/4x9 1/2 10'-0"A36 4 BENT PLATE 45PL1

45PL2 BENT PLATE 7

PL1/4x16 1/2 10'-0"A36 7 BENT PLATE 45PL2

3 - FO - ANGLES MARKED - 45A1L5X3-1/2X1/4 FAB-

1316/

8"BRG

612/ "

R 9

'-1"

1316/

5"

8"BRG

6'-2"

7'-6" (L5X3-12/ X14/ x 6'-514/ ")

11516/ "

12"

12"

11516/ "

a58 a59

45A1


8"BRG8"

BRG

618/ "

R 9

'-1"

178/ "

12"

7'-4" (L5X3-12/ X14/ x 6'-3116/ ")

7316/ "

6'-0"

5"

1316/1316/

45A2

a59a58


8"BRG

8"BRG5'-4"

413 16/

"

6'-8" (L5X3-12/ X14/ x 5'-6716/ ")

5"

1116/ 1116/

11116/ "

12"

11116/ "

12"

R 9

'-1"

45A3

a60 a54


5"

L5X3-12/ X14/ x 4'-4"

45A4

4 - BENT PLATES MARKED - 45PL1PL1/4"x9 1/2" FAB-

10'-0"

3"

7"

3"

14/45PL1

7 - BENT PLATES MARKED - 45PL2PL1/4"x16 1/2" FAB-

4"

10'-0"

45PL2

4"

14/

1'-1"

45PL2

2 - ANGLES MARKED - 45A5L5"X3 1/2"X1/4 FAB-

L5 X3 12/ X14/ x 20'-0"

5"

45A5

ONE - ANGLE MARKED - 45A6L7X4X3/8 FAB-

7"

L7X4X38/ x 20'-0"

45A6


7"

L7X4X38/ x 13'-8"

45A7

12/09/08

PLEASE CONFIRMALL LINTEL RADIUS& CHORD LENGTH


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 02:42:39pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

46REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

46A1 ANGLE 1

L4X4X1/4 14'-0 5/16"A36 1 ANGLE 46A1

46PL1 PLATE 22


PL1/4x4 0'-4"A36 22 PLATE 46PL1

46PL2 PLATE 7

PL3/8x6 1/2 1'-2"A36 7 PLATE 46PL2

46PL3 PLATE 34


PL3/8x6 0'-6"A36 34 PLATE 46PL3

46PL4 PLATE 2

PL3/8x6 1/2 0'-10"A36 2 PLATE 46PL4

46PL5 PLATE 5

PL3/8x6 1/2 0'-8"A36 5 PLATE 46PL5

312/ "

114/ "

PL38/ x6 x 6"

3"3"

46PL32 - 12/ " ø x 5"STUD

13'-834/ " (L4X4X14/ x 14'-0516/ ")

R 1

6'-4

"

1'-6

1 8/ "

5916/ "

12"

5916/ "

12"

46A1 L4X4X14/W/ 12/ "ØX4" STUDS@1'-4"O.C (MAX)

7 - PLATES MARKED - 46PL2PL3/8"x6 1/2" FAB-

PL38/ x6 12/ x 1'-2"

314/ "314/ "

1'-0

"1"

46PL2 2 - 1116/ ø

34 - PLATES MARKED - 46PL3PL3/8"x6" FAB-

22 - PLATES MARKED - 46PL1PL1/4"x4" FAB-


1"8"

PL38/ x6 12/ x 10"

314/ "314/ "

46PL42 - 1116/ ø


6"1"

PL38/ x6 12/ x 8"

314/ "314/ "

46PL52 - 1116/ ø


1"2"

2"

PL14/ x4 x 4"

2 - 12/ " ø x 5"STUD

46PL1

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 02:46:55pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

47REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

47A1 ANGLE 2

L5 X3 1/2X1/4 2'-0 7/8"A36 2 ANGLE 47A1

47A2 ANGLE 2

L5 X3 1/2X1/4 2'-1 3/4"A36 2 ANGLE 47A2

47A3 ANGLE 2

L5 X3 1/2X1/4 2'-3 3/8"A36 2 ANGLE 47A3

47A4 ANGLE 2

L5 X3 1/2X1/4 2'-5 3/16"A36 2 ANGLE 47A4

47A5 ANGLE 2

L5 X3 1/2X1/4 2'-6 13/16"A36 2 ANGLE 47A5

47A6 ANGLE 2

L5 X3 1/2X1/4 2'-7 3/16"A36 2 ANGLE 47A6

47A7 ANGLE 2


L4X4X1/4 2'-7 3/8"A36 2 ANGLE 47A7

47A8 ANGLE 1


L4X4X1/4 2'-7"A36 1 ANGLE 47A8

47A9 ANGLE 1


L4X4X1/4 2'-5 5/16"A36 1 ANGLE 47A9


R 1

3'-1

1 4/ "

38/

716/

2'-0716/ " (L5 X3 12/ X14/ x 2'-078/ ")

1"

12"

5"

47A1


2'-1516/ "

716/

1"

12"

2'-218/ " (L5 X3 12/ X14/ x 2'-134/ ")

1 2/

38/

R 1

3'-1

1 4/ "

5"

47A2


114/ "

12"

2'-21316/ "

114/ "

12"

2'-378/ " (L5 X3 12/ X14/ x 2'-338/ ")

12/12/

1116/

1116/

R 1

1'-0

1 4/ "

5"

47A3


5"

112/ "

12"

112/ "

12"

58/

2'-412/ "

58/

7 8/

R 9

'-113

4/ "

47A4


R 8

'-5"

1316/

"

1316/

"

34/

2'-712/ " (L5 X3 12/ X14/ x 2'-61316/ ")

178/ "

12"

2'-51516/ "

5"

47A5


2516/ "

12"

2516/ "12

"

2'-71516/ " (L5 X3 12/ X14/ x 2'-7316/ ")

5"

1516/

112/ "

R 6

'-101

4/ "

2'-6116/ "

47A6


34/34/

2"

EL11

1'-8

"

1 - 12/ " ø x 4"STUD

47A7

R 7

'-37 16/

"

112/ "

315 16/

"

34/

2'-71516/ " (L4X4X14/ x 2'-738/ ")

2516/ "

12"

2516/ "

12"1'-358/ "

1 - 12/ " ø x 4"STUD

47A7 ONE - ANGLE MARKED - 47A8L4X4X1/4 FAB-

58/

178/ "

12"

178/ "

12"

2'-712/ " (L4X4X14/ x 2'-7")

315 16/

"13

16/"

R 8

'-103

16/"

1'-334/ "

1 - 12/ " ø x 4"STUD

47A8

EL11

1'-8

"2"

58/ 58/

1 - 12/ " ø x 4"STUD

47A8


12/

2'-51116/ " (L4X4X14/ x 2'-5516/ ")

R 1

0'-7

3 16/"

1'-21116/ "

4"7 8/ 112/ "

12" 112/ "

12"

47A9

1 - 12/ " ø x 4"STUD

1 - 12/ " ø x 4"STUD

EL11

1'-8

"

12/12/

2"47A9

12/09/08


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 02:49:40pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

48REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

48A1 ANGLE 1


L4X4X1/4 2'-5 5/16"A36 1 ANGLE 48A1

48A2 ANGLE 1


L4X4X1/4 2'-3 1/2"A36 1 ANGLE 48A2

48A3 ANGLE 1


L4X4X1/4 2'-1 13/16"A36 1 ANGLE 48A3

48A4 ANGLE 1


L4X4X1/4 2'-0 15/16"A36 1 ANGLE 48A4

48A5 ANGLE 1


L4X4X1/4 2'-7"A36 1 ANGLE 48A5

48A6 ANGLE 1


L4X4X1/4 2'-3 1/2"A36 1 ANGLE 48A6

48A7 ANGLE 1


L4X4X1/4 2'-1 13/16"A36 1 ANGLE 48A7

48A8 ANGLE 1


L4X4X1/4 2'-0 15/16"A36 1 ANGLE 48A8


EL11

1'-8

"2"

12/ 12/

1 - 12/ " ø x 4"STUD

48A1

2'-51116/ " (L4X4X14/ x 2'-5516/ ")

1'-3"

R 1

0'-3

"

112/ "

12"

112/ "

12"

12/12/

7 8/4"

48A1

1 - 12/ " ø x 4"STUD


1'-2"

2'-378/ " (L4X4X14/ x 2'-312/ ")

R 1

1'-5

9 16/"

716/

4"11

16/

114/ "

12"

114/ "

12"

1 - 12/ " ø x 4"STUD

48A2

716/716/

2"

EL11

1'-8

"

48A2

1 - 12/ " ø x 4"STUD


516/516/

2"

48A3

1 - 12/ " ø x 4"STUD

2'-218/ " (L4X4X14/ x 2'-11316/ ")

R 1

3'-5

1 2/ "

1'-1"

1 2/4"

1"

12"

48A3

1 - 12/ " ø x 4"STUD


516/2"

48A4

1 - 12/ " ø x 4"STUD

516/

48A4

R 1

3'-8

1116/

"

1'-034/ "

4"9 16/

516/

2'-114/ " (L4X4X14/ x 2'-01516/ ")

1"

12"

1 - 12/ " ø x 4"STUD


EL11

1'-8

"2"58/ 58/

1 - 12/ " ø x 4"STUD

48A5

2'-712/ " (L4X4X14/ x 2'-7")

1'-334/ " 1 - 12/ " ø x 4"STUD

R 8

'-103

16/"

178/ "

12"

178/ "

12"

58/13

16/"

315 16/

" 58/48A5


716/716/

2"

EL11

1'-8

"

48A6 1 - 12/ " ø x 4"STUD

R 1

1'-7

1116/

"

2'-378/ " (L4X4X14/ x 2'-312/ ")

1'-134/ "

1 - 12/ " ø x 4"STUD

1116/

4"

114/ "

12"

114/ "

12"

48A6


EL11

1'-8

"2"

516/

1 - 12/ " ø x 4"STUD

48A7

R 1

3'-8

1116/

"

1'-118/ " 1 - 12/ " ø x 4"STUD

1"

12"

2'-218/ " (L4X4X14/ x 2'-11316/ ")

4"1 2/

516/ 48A7


2'-114/ " (L4X4X14/ x 2'-01516/ ")

1'-0716/ "

R 1

3'-6

9 16/"

516/ 516/

1"

12"

9 16/4"

1 - 12/ " ø x 4"STUD

48A8

EL11

1'-8

"2"

516/1 - 12/ " ø x 4"STUD48A8

12/09/08

PLEASE CONFIRM IF TENANT CANOPY IS ROLLED.IF YES, THEN WHAT PARTS?


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 02:53:32pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

49REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

49B1 BEAM 1

C6X8.2 27'-4"A36 1 CHANNEL w76

C6X8.2 3'-1 13/16"A36 12 CHANNEL w77

HSS6X2X3/16 27'-4"A500-GR.B 1 TUBE s3

PL1/4x3 0'-11 7/16"A36 24 PLATE p10

PL1/4x6 0'-6"A36 12 PLATE cp6

PL3/8x3 1/8 0'-11 7/16"A36 4 PLATE p7

W12X30 27'-4"A992 1 BEAM w112


316/316/ Typ

14/Typ

14/14/

Typ

14/14/

Typ

X - X

X - X

X - X 2'-312/ "

w76

p10p10

w77

49B1

s3

cp6

A - A

W12X30 x 27'-4"

w77w77 w76 (F/S)w77w77 w77 w77

s3 (N/S)

w77 w77

cp6

cp6 cp6cp6 cp6

7"

6"1'

-05 16/

"

38/14/ 14/14/

14/14/

12'-5"9'-11"7'-5"4'-11"2'-512/ "14/RD

12'-434/ "1'-111316/ "RD 5716/ " 4'-1034/ " 7'-434/ "

9'-1034/ "

4 - 1316/ øGA 312/ "

p10 (F/S)p10 (N/S)p10 (F/S)

p10

(N/S

)

cp6cp6cp6

49B1

w77 w77

A

A

p7 (NS/FS) 20- p10 (NS/FS)

1'-812/ "

p7 (NS/FS)14/

38/14/14/14/14/

7"

27'-2116/ "24'-11"22'-5"19'-11"17'-5"14'-11"

22'-434/ " 24'-1034/ "14'-1034/ " 17'-434/ " 19'-1034/ "5116/ " 27'-11316/ "

w77 4 - 1316/ øGA 312/ "

cp6cp6cp6cp6

w77

12/09/08

PLEASE CONFIRM IF TENANT CANOPY IS ROLLED.IF YES, THEN WHAT PARTS?


JF

PROJ.MGR: JS

PLOT DATE: 12/08/2008 02:54:41pm

E70-XX

3/4" - A325N

13/16"

SSPC-SP2


SURFACE PREP

HOLE DIA.

BOLT DIA.-GRADE

WELD ELECTRODE


RALEIGH, NC 27603PHONE: (919) 362-6611

FAX: (919) 362-6664

DRAWING TITLE

CUSTOMER

ARCHITECT

ENGINEER




STRUCTURAL VISIONS


DRAWING NO.

50REV. 0


DRAWN BY:

CHECKED BY:

SLW






QTY.

50B1 BEAM 1

C6X8.2 27'-4"A36 1 CHANNEL w76

C6X8.2 3'-1 13/16"A36 12 CHANNEL w77

HSS6X2X3/16 27'-4"A500-GR.B 1 TUBE s3

PL1/4x3 0'-11 7/16"A36 24 PLATE p10

PL1/4x6 0'-6"A36 12 PLATE cp6

PL3/8x3 1/8 0'-11 7/16"A36 4 PLATE p7

W12X30 27'-4"A992 1 BEAM w112


A

A

EL11

8'-8

"

W12X30 x 27'-4"

w77w77w77

w77w77w77

50B1

4 - 1316/ øGA 312/ "

4 - 1316/ øGA 312/ "

cp6

14/14/

6"1'

-05 16/

"

14/ 14/ 14/

14/RD

2'-512/ " 4'-11" 7'-5" 9'-11" 12'-5"1'-812/ "RD 7"

12'-434/ "9'-1034/ "7'-434/ "1'-111316/ "RD 5716/ " 4'-1034/ "

cp6cp6cp6cp6

cp6

s3 (N/S)

w77 w77w77

w77

38/

14/

14'-11" 17'-5" 19'-11" 22'-5" 24'-1012/ " 27'-2116/ "7"

14/ 14/14/ 14/ 14/

5916/ "17'-434/ " 22'-434/ "

24'-1014/ " 27'-134/ "14'-1034/ " 19'-1034/ "

cp6 cp6 cp6 cp6 cp6 cp6w77w76 (F/S)

w77

X - X2'-312/ "

X - X

X - X

cp6

p10

w76

s3

p7

p10

w77

50B1

p7

A - A

Tekla Structures drawing - G [17]stevenwinfree.com/ANFESA_JEWELRY.pdf · fax: (919) 362-6664...

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Transcript of Tekla Structures drawing - G [17]stevenwinfree.com/ANFESA_JEWELRY.pdf · fax: (919) 362-6664...