cad samples

A B C D E

6

5

4

3

2

1

1. REFERENCE ELEVATION TOP OF SLAB = 0'-0

PLATFORM FRAMING PLAN

2. [ ] MOMENT CONNECTION DETAIL #4

3. TYPICAL TOP OF STEEL = EL. 39'-2 1/4 U.N.O.

W

1

6

x

2

6

6

D

W

1

6

x

3

1

6

C

W

1

6

x

3

1

(

L

O

W

)

6

A

W

1

6

x

3

1

6

B

W

1

0

x

1

2

6

G

W

1

6

x

2

6

6

F

W

1

6

x

5

7

5

D

H

S

S

1

6

x

8

x

5

/

1

6

(

H

I

G

H

)

E

L

.

4

1

'-

2

1

/

4

5

A

H

S

S

1

6

x

8

x

5

/1

6

E

L

. 4

1

'- 2

1

/4

5

B

1

-

1

-

W

1

0

x

1

2

6

G

S

I

M

.

3

-

2

-

1

-

5

-

4

-

EL. 39'-6 -

3

4

" PLYWOOD OVER

VERCO 3' TYPE W3 METAL DECKING 18 GA

W/#10 WOOD TO METAL SELF-DRILLING SCREWS

@ 6" O.C. ALL EDGES @12" O.C. FIELD

EL. 39'-6 TOP OF

3

4

" PLYWOOD OVER

VERCO 3' TYPE W3 METAL DECKING 18 GA

W/#10 WOOD TO METAL SELF-DRILLING SCREWS

@ 6" O.C. ALL EDGES @12" O.C. FIELD

TOP OF EL. 48'-4

2A

TOP OF EL. 47'-10

2B

TOP OF EL.47'-6

3B

TOP OF EL.48'-0

3A

TOP OF EL. 47'-6

4A

TOP OF EL. 47'-5

4B

5C

HSS16 x 8 x

5

16

EL. 41'-2

1

4

5F

L3 x 3 x

1

4

BRACES

(8 REQ'D)

5G

7/S1.2

TYPICAL EDGE OF PLATFORM DETAIL

1

W16x BEAM

BT. PL

1

4

" x 10

1

2

LG

(NOTCH PLATE AT PIPE SLEEVE)

2

1

2

Ø STD. PIPE SLEEVE

W/2-

3

8

"Ø JS-600 SET SCREWS

@ 2

1

2

" O.C. MIN.

3

4

" PLYWOOD

L3 x 3 x

1

4

@ 4'-0 O.C. @ BRACE

3

4

" PLYWOOD

METAL DECK PER PLAN

5/S1.2

PLATFORM DETAIL BELOW HSS

2

HSS16 x 8 x

5

16

W16x BEAM

L4 x 3 x

1

4

LLV

3

4

" PLYWOOD

METAL DECK PER PLAN

3/S1.2

PLATFORM DETAIL BELOW HSS

3

HSS16 x 8 x

5

16

W16x BEAM

BT. PL

1

4

" x 10

1

2

LG

(NOTCH PLATE AT PIPE SLEEVE)

2

1

2

Ø STD. PIPE SLEEVE

W/2-

3

8

"Ø JS-600 SET SCREWS

@ 2

1

2

" O.C. MIN.

13

7

8

3

8

" BT. PL x 1'-4

1

2

LG

3

BRACE L3 x 3 x

1

4

@ 4'-0 O.C.

W/ 1 -

5

8

"Ø M.B. EA. END

PL

1

4

" x 5 SQ.

4/S1.2

HSS TO HSS MOMENT CONNECTION

4

9/S1.2

HSS SPLICE DETAIL

5

0"

45°

CJP

0"

45°

CJP

CJP

HSS16 x 8 x

5

16

HSS8 x 8 x

5

16

PL

5

16

" GUSSET

HSS8 x 8 x

5

16

3

8

" BT. PL x 1'-0

W/ 4 - 3/4"Ø THRU

BOLTS (A 325SC)

10/S1.2

TYPICAL HSS BM TO HSS COL CONNECTION

6

HSS16 x 8 x

5

16

HSS8 x 8 x

5

16

PL

1

2

" x 12 x 1'-1

SLOT COL TYP.

PL

1

2

x 3

1

2

x 1'-0

W/ 4 -1"Ø T.C.B. (A325SC)

PL

1

2

x 8

1

2

x 1'-4

1

2

2/S1.2

TYPICAL W16 TO HSS COL CONNECTION

7

W16

BEAM PER PLAN

HSS8 x 8 x

5

16

PL

3

8

x 12 x 1'-0

W/ 4 -1"Ø T.C.B. (A325SC)

SLOT COL TYP.

PL

3

8

x 3

1

2

x 1'-0

w/ 1"Ø T.C.B. (A325SC)

PL

1

2

x 8 x 1'-1

1

4

TYP.

1

4

3

7

3

4

3

7

3

4

TYPICAL HOLLANDER PIPE BASE

INSTALL AFTER PROJECTOR

ALIGNMENT (BUYOUT)

TYPICAL HOLLANDER PIPE BASE

INSTALL AFTER PROJECTOR

ALIGNMENT (BUYOUT)

L2

1

2

x 2x

3

8

(LLV)

W/

9

16

"Ø BOLT HOLES @ 5

5

8

" O.C.

Reference

Contractor

Description

Project

Engineer Sheet Number

Date

Drawn By

NO. DATE DESCRIPTION

0FOR FABRICATION

2/25/2014

PLATFORM FRAMING PLAN & DETAILS

E1

WHEELER & GRAY CONSULTING ENGINEER

1 / 6 / 2014

WM

S2.2

A B C D E

6

5

4

3

2

1

1. REFERENCE ELEVATION TOP OF SLAB = 0'-0

ROOF FRAMING PLAN

1

-

(E) TAPERED STEEL GIRDER






(E

) "Z

" P

UR

LIN

S T

YP

.(E

) "Z

" P

UR

LIN

S T

YP

.(E

) "Z

" P

UR

LIN

S T

YP

.(E

) "Z

" P

UR

LIN

S T

YP

.(E

) "Z

" P

UR

LIN

S T

YP

.

MC

12 x 31

7A

MC

12 x 31

7A

MC

12 x 31

7A

MC

12 x 31

7A

MC

12 x 31

7B

MC

12 x 31

7B

TYP.

2

-

TYP.

2

-

SIM.

2:12

SLOPE

2:12

SLOPE

FIELD

VERIFY

FIELD

VERIFY

FIELD

VERIFY

5/S5.1

MC CHANNEL @ TAPERED GIRDER CONNECTION

1

(2)

3

4

"Ø M.B. A307

L6 x 4 x

3

8

x 0'-8 (LLH)

W/ 2 -

3

4

"Ø M.B. A307

MC12 x 31 (FLAT)

3 & 4/S5.1

MC CHANNEL AT COLUMN CONNECTION

2

PLEASE CONFIRM PROPOSED FIELD

WELD IN LIEU OF BOLTS FOR FIELD

INSTALLATION TOLERANCES.

HSS8 x 8 x

5

16

1

4

TYP.

12"

TOTAL

L6 x 4 x

3

8

x 0'-10

W/2 -

3

4

"Ø THRU BOLTS WITH

1

1

2

" VERTICAL SLOTTED HOLES

HSS8 x 8 x

5

16

MC12 x 31

(FLAT)

(E) TAPERED GIRDER

MC12 x 31

(FLAT)

NEW "SPEED RAIL" GUARDRAIL

BY HOLLAENDER MANF. 2" ISP

(2.375" O.D. INDUSTRIAL FINSH)

(BUY OUT PARTS AND MATERIAL)

10/A20.0

GUARDRAIL AT PLATFORM

3

3

16

" CAP PALTE

POST INSTALLED HOLLANDER

PIPE BASE #48 FOR ISP

W/ (4) -

1

2

" BOLTS (FIELD DRILL/TAP)

OR (4) -

5

16

" BOXBOLTS SIZE 2 BY

LNA SOLUTIONS (ICC-ES ESR

#3217) TO BE FIELD LOCATED

AFTER PROJECTORS ARE IN

PLACE. (BUYOUT)

A B C D E

6

5

4

3

2

1

1. REFERENCE ELEVATION TOP OF PLATFORM = EL. 39'-6

NEW GUARDRAIL LAYOUT PLAN

PLEASE CONFIRM LADDER

AND GATE LOCATION

3

-

4

-

7C LADDER

NEW "SPEED RAIL" GUARDRAIL

BY HOLLAENDER MANF. 2" ISP

(2.375" O.D. INDUSTRIAL FINSH)

(BUY OUT PARTS AND MATERIAL)

7, 8 & 9 /S5.1

PLATFORM ACCESS LADDER

4

1"Ø RD BAR

W/ GRIP MATERIAL

PL

1

2

" x 2

1

2

SIDE RAILS

1

4

TYP.

PL

1

2

" STIFFNER

@ EACH RAIL

PLATFORM W16

ELLIS GRAB SAFE

WELD ON,

PART NO: GBS-CMP

(BUY OUT)

CONFIRM

PRIOR TO FAB

Reference

Contractor

Description

Project


Date

Drawn By

NO. DATE DESCRIPTION

0FOR FABRICATION

1/25/2014

ROOF FRAMING PLAN AND GUARDRAIL LAYOUT

E2


1 / 6 / 2014

WM

S2.2

- COLUMN - 2AONE

CP1

CP3

1

4

TYP.

1

4

1

4

TYP.

1

4

1

4

TYP.

1

4

TYP.

TYP.

1

4

TYP.

15

16

Ø HL.s

13

16

x 1

1

2

VETICAL

SLOTTED

Ø HL.s

ON HSS

SECTION "A"

SECTION "B"

SECTION "C"

"A"

"B"

"C"

- COLUMN - 2BONE

TYP.

1

4

TYP.

15

16

Ø HL.s

13

16

x 1

1

2

VETICAL

SLOTTED

Ø HL.s

ON HSS

"D"

"C"M

K; N

OR

TH

MK

; N

OR

TH

1

4

TYP.

1

4

TYP.

SECTION "D"

CP1

CP2

CP3

1

4

TYP.

1

4

CP4

CP5

CP7(B.S.)

CP6

CP7

CP7

CP7(B.S.)

CP7

CP7

CP2

CP3

CP4

CP4

(N.S.)

CP3

(N.S.)

13

16

Ø HL.s

@ ANGLE

13

16

Ø HL.s

@ ANGLE

CP7

CP7

CP5

CP2

CP4

CP3

CP2

CP4

CP4

(F.S.)

CP3

(F.S.)

2

COLUMNS E1


1 / 6 / 2014

WM

Reference

Contractor

Description

Project


Date

Drawn By

44

WELD U.N.PAINT

NO. DATE

HOLES U.N.

DESCRIPTION

52

48

50

51

49

47

46

45

40

43

42

41

39

38

37

35

36

34

33

31

32

30

29

21

25

28

27

26

24

23

22

20

19

18

17

16

15

14

BILL OF MATERIALS

12

13

11

10

6

8

9

7

2

5

4

3

1

LINE

MARK

DETAIL

MRK.

SHIP

QUAN. DESCRIPTION LENGTH REMARKS

1. ALL PLATE & ANGLES A36 U.N.O

2. ALL BEAM A922 U.N.O

3. ALL HSS A500 GR. "B" U.N.O

4. ALL PIPE A53 U.N.O

5. ALL WELDS

1

4

" U.N.O.

GENERAL NOTES

ONE SHOP COAT

1

1

16

Ø

E70-XX

2A ONE HSS8 x 8 x

5

16

48'-0

9

16

A500 GR "B"

CP1 ONE PL

3

4

x 14 1'-2

CP2 ONE PL

3

8

x 12 1'-0

CP3 ONE PL

1

2

x 8 1'-0

CP4 ONE PL

3

8

x 3

1

2

1'-0

CP5 ONE PL

1

2

x 12 1'-1

CP6 ONE PL

3

16

x 8 0'-8 CAP PLATE

CP7 2 L6 x 4 x

3

8

0'-10

a2 2

3

4

"Ø THRU BOLT 0'-10

1

2

A307

2B ONE HSS8 x 8 x

5

16

47'-6

9

16

A500 GR "B"

CP1 ONE

CP2 ONE

CP3 ONE

CP4 ONE

CP6 ONE

CP7 2

a2 2

0FOR FABRICATION

1/25/2014

- COLUMN - 3AONE

CP1

1

4

TYP.

1

4

1

4

TYP.

1

4

TYP.

TYP.

1

4

TYP.

15

16

Ø HL.s

13

16

x 1

1

2

VETICAL

SLOTTED

Ø HL.s

ON HSS

SECTION "A"

SECTION "C"

"A"

"C"

- COLUMN - 3BONE

1

4

TYP.

15

16

Ø HL.s

"D"

MK

; N

OR

TH

MK

; N

OR

TH

1

4

TYP.

1

4

TYP.

SECTION "D"

CP1

CP2

CP3

1

4

TYP.

1

4

CP4

CP7(B.S.)

CP6

CP7

CP7

CP3

CP4

13

16

Ø HL.s

@ ANGLE

0"

45°

CJP TYP.

CP3

CP2

CP4

CP3

CP2

CP4

CP8

CP8

12

12

A

L

L

R

O

U

N

D

T

Y

P

.

CP4

(F.S.)

CP3

(F.S.)

CP2

CP4

(N.S.)

CP3

(N.S.)

a3

b3

a3

b3

CP8

CP8

TYP.

13

16

x 1

1

2

VETICAL

SLOTTED

Ø HL.s

ON HSS

"C"

CP7(B.S.)

CP6

CP7

CP7

13

16

Ø HL.s

@ ANGLE

CP7

CP7

3

COLUMNS E1


1 / 6 / 2014

WM

Reference

Contractor

Description

Project


Date

Drawn By

44

WELD U.N.PAINT

NO. DATE

HOLES U.N.

DESCRIPTION

52

48

50

51

49

47

46

45

40

43

42

41

39

38

37

35

36

34

33

31

32

30

29

21

25

28

27

26

24

23

22

20

19

18

17

16

15

14

BILL OF MATERIALS

12

13

11

10

6

8

9

7

2

5

4

3

1

LINE

MARK

DETAIL

MRK.

SHIP






5. ALL WELDS

1

4

" U.N.O.

GENERAL NOTES

ONE SHOP COAT

1

1

16

Ø

E70-XX

3A ONE HSS8 x 8 x

5

16

39'-8 A500 GR "B"

a3 ONE HSS8 x 8 x

5

16

1'-3

3

8

b3 ONE HSS8 x 8 x

5

16

6'-8

9

16

CP1 ONE PL

3

4

x 14 1'-2

CP2 ONE PL

3

8

x 12 1'-0

CP3 ONE PL

1

2

x 8 1'-0

CP4 ONE PL

3

8

x 3

1

2

1'-0

CP6 ONE PL

3

16

x 8 0'-8 CAP PLATE

CP7 2 L6 x 4 x

3

8

0'-10

a2 2

3

4

"Ø THRU BOLT 0'-10

1

2

A307

CP8 2 PL

5

16

x 8 0'-8 MOMENT GUSSET

3B ONE HSS8 x 8 x

5

16

47'-2

9

16

A500 GR "B"

CP1 ONE

CP2 ONE

CP3 ONE

CP4 ONE

CP6 ONE CAP PLATE

CP7 2

a2 2

0FOR FABRICATION

1/25/2014

- COLUMN - 4AONE

CP1

1

4

TYP.

1

4

1

4

TYP.

1

4

TYP.

1

4

TYP.

15

16

Ø HL.s

13

16

x 1

1

2

VETICAL

SLOTTED

Ø HL.s

ON HSS

SECTION "A"

SECTION "B"

SECTION "C"

"A"

"B"

"C"

- COLUMN - 4BONE

1

4

TYP.

15

16

Ø HL.s

"D"

MK

; N

OR

TH

MK

; N

OR

TH

1

4

TYP.

1

4

TYP.

SECTION "D"

CP1

CP2

1

4

TYP.

1

4

CP5

CP7(B.S.)

CP6

CP7

CP7

CP3

CP4

CP4

(N.S.)

CP3

(N.S.)

13

16

Ø HL.s

@ ANGLE

CP5

CP2

CP3

CP2

CP4

CP2

TYP.

13

16

x 1

1

2

VETICAL

SLOTTED

Ø HL.s

ON HSS

"C"

CP7(B.S.)

CP6

CP7

CP7

13

16

Ø HL.s

@ ANGLE

CP7

CP7

4

COLUMNS E1


1 / 6 / 2014

WM

Reference

Contractor

Description

Project


Date

Drawn By

44

WELD U.N.PAINT

NO. DATE

HOLES U.N.

DESCRIPTION

52

48

50

51

49

47

46

45

40

43

42

41

39

38

37

35

36

34

33

31

32

30

29

21

25

28

27

26

24

23

22

20

19

18

17

16

15

14

BILL OF MATERIALS

12

13

11

10

6

8

9

7

2

5

4

3

1

LINE

MARK

DETAIL

MRK.

SHIP






5. ALL WELDS

1

4

" U.N.O.

GENERAL NOTES

ONE SHOP COAT

1

1

16

Ø

E70-XX

4A ONE HSS8 x 8 x

5

16

47'-2

9

16

A500 GR "B"

CP1 ONE PL

3

4

x 14 1'-2

CP2 ONE PL

3

8

x 12 1'-0

CP5 ONE PL

1

2

x 12 1'-1

CP6 ONE PL

3

16

x 8 0'-8 CAP PLATE

CP7 2 L6 x 4 x

3

8

0'-10

a2 2

3

4

"Ø THRU BOLT 0'-10

1

2

A307

4B ONE HSS8 x 8 x

5

16

47'-1

9

16

A500 GR "B"

CP1 ONE

CP2 ONE

CP3 ONE PL

1

2

x 8 1'-0

CP4 ONE PL

3

8

x 3

1

2

1'-0

CP6 ONE

CP7 2

a2 2

0FOR FABRICATION

1/25/2014

12

12

T

O

P

&

B

O

T

T

.

1

4

TYP.

1

4

TYP.

13

16

Ø HL.s

- HSS BEAM -

(4- 1"Ø T.C.B. x 0'-2 1/2 A325SC)

5AONE

SECTION "A"

1

4

TYP.

1

4

TYP.

- HSS BEAM -

(4- 1"Ø T.C.B. x 0'-2 1/2 A325SC)

5BONE

12

1

1

16

12

12

T

O

P

&

B

O

T

T

.

12

1

1

16

"A"

TYP.

12

2

1

8

12

2

1

8

1

4

TYP.

- HSS BEAM -

(4-3/4"Ø T.C.B. x 0'-10 1/2 A325SC)

5CONE- BEAM -

(4-1"Ø T.C.B. x 0'-2 1/4 A325SC)

5DONE

3

16

TYP.

3

16

3

16

BT. PL TO

HSS TYP.

2 - 6

"A"

TYP.

1

1

4

3

1

3

4

3

13

16

Ø HL.s

SECTION "B"

13

16

Ø HL.s

13

16

Ø HL.s

3

16

BT. PL TO

HSS TYP.

2 - 8

3

16

2 - 8

3

16

TYP.

3

16

1

4

TYP.

"B"

TYP.

CONFIRM AND VERIFY GATE

LOCATION WITH LADDER

LOCATION

- BRACES -

(16- 3/4 "Ø M.B. x 0'-1 3/4 A307)

5F8 - BRACE -

(2- 3/4 "Ø M.B. x 0'-1 3/4 A307)

5GONE

12

2

1

8

3

4

T

Y

P

.

3

4

FIELD

VERIFY

13

16

Ø HL.s

13

16

Ø HL.s

P1

P2

P2

P1

P1

P2

P2

P4

(8 REQ'D)

P4

b5(FS)

c5

P4

P5

P6

P3(CTRD)

(12 REQ'D)

3

8

" BT. PL

3

16

BT. PL TO

HSS TYP.

2 - 6

P7

(9 REQ'D)

P7

P3

(4-1"Ø T.C.B. x 0'-2 1/2 A325SC)

1

4

TYP.

3 - 6

1

4

3 - 6

f5(BS)

9

16

Ø HL.s

9

16

Ø HL.s

g5(BS)

3

8

"

Ø HL.s

DRILL

& TAP

5

BEAMS E1


1 / 6 / 2014

WM

Reference

Contractor

Description

Project


Date

Drawn By

44

WELD U.N.PAINT

NO. DATE

HOLES U.N.

DESCRIPTION

52

48

50

51

49

47

46

45

40

43

42

41

39

38

37

35

36

34

33

31

32

30

29

21

25

28

27

26

24

23

22

20

19

18

17

16

15

14

BILL OF MATERIALS

12

13

11

10

6

8

9

7

2

5

4

3

1

LINE

MARK

DETAIL

MRK.

SHIP






5. ALL WELDS

1

4

" U.N.O.

GENERAL NOTES

ONE SHOP COAT

1

1

16

Ø

E70-XX

5A ONE HSS16 x 8 x

5

16

22'-11

1

2

A500 GR "B"

P1 ONE PL

1

2

x 3

1

2

1'-0

P2 ONE PL

1

2

x 8

1

2

1'-4

1

2

5B ONE HSS16 x 8 x

5

16

30'-6

3

16

A500 GR "B"

P1 ONE

P2 ONE

f5 2 L2

1

2

x 2 x

3

8

30'-0

P4 8 L3 x 3 x

1

4

1'-0

b5 ONE

3

8

" BT. PL x 16

1

2

30'-0

5C ONE HSS16 x 8 x

5

16

3'-4

1

4

A500 GR "B"

P4 ONE

P5 ONE PL

3

8

x 7

1

2

1'-0

P6 ONE PL

3

8

x 9 1'-0

c5 ONE

3

8

" BT. PL x 16

5

8

2'-8

1

4

g5

2 L2

1

2

x 2 x

3

8

2'-8

1

4

5D ONE W16 x 57 35'-6

7

16

A992

P3 12 2

1

2

"Ø STD. PIPE 0'-7

3

4

a5 24

3

8

"Ø SET SCREW JS-600

P7 9 PL

1

4

x 5 0'-5

d5 ONE

1

4

" BT. PL x 10

1

2

35'-3

7

16

5F ONE L3 x 3 x

1

4

5'-10

11

16

5G ONE L3 x 3 x

1

4

6'-2

11

16

< FIELD BOLTS >

12 1"Ø T.C.B 0'-2

1

2

A325SC

4 1"Ø T.C.B 0'-2

1

4

A325SC

4

3

4

"Ø T.C.B 0'-10

1

2

A325SC

18

3

4

"Ø M.B 0'-1

3

4

A307

0FOR FABRICATION

1/25/2014

- BEAM -

(8-1"Ø T.C.B. x 0'-2 1/4 A325SC)

6AONE

3

16

ANGLE TO

BM TYP.

2 - 8

3

16

2 - 8

SECTION "A"

- BEAM -

(8-1"Ø T.C.B. x 0'-2 1/4 A325SC)

6BONE

3

16

2 - 8

3

16

2 - 8

SECTION "B"

TYP.

1

4

TYP.

"A"

TYP.

"B"

TYP.

3

8

Ø HL.s

DRILL

&TAP

- BEAM -

(8-1"Ø T.C.B. x 0'-2 1/4 A325SC)

6CONE

"B"

TYP.

- BEAM -

(8-1"Ø T.C.B. x 0'-2 1/4 A325SC)

6DONE

"B"

TYP.

3

4

T

Y

P

.

3

4

C

L

I

P

1

1

2

1

1

2

12

2

1

8

TYP.

1

4

1

4

TYP.

1

4

1

4

SECTION "C"

- BEAM -

(8-1"Ø T.C.B. x 0'-2 1/4 A325SC)

6FONE

"B"

TYP.

"C"

- BEAMS -

(8- 3/4"Ø T.C.B. x 0'-2 A325SC)

6G2

3

4

T

Y

P

.

3

4

C

L

I

P

1

1

2

1

1

2

TYP.

1

4

1

4

TYP.

1

4

1

4

SECTION "D"

"D" "D"

"D" "D"

1

1

4

3

1

1

4

3

13

16

Ø HL.s

13

16

Ø HL.s

13

16

Ø HL.s

P3(CTRD)

(6 REQ'D)

P3(CTRD)

(4 REQ'D)

P3(CTRD)P3(CTRD)

P8(NS)

P9(FS)

P8(NS)

P9(FS)

a6

P8

P9

P9(NS)

P8(FS)

P9(NS)

P8(FS)

b6

P3

a6

c6

c6

b6

P8(NS)

P10(FS)

P8

P10

d6

d6

P3 (FS)(CTRD)

(3 REQ'D)

f6

f6

6

BEAMS E1


1 / 6 / 2014

WM

Reference

Contractor

Description

Project


Date

Drawn By

44

WELD U.N.PAINT

NO. DATE

HOLES U.N.

DESCRIPTION

52

48

50

51

49

47

46

45

40

43

42

41

39

38

37

35

36

34

33

31

32

30

29

21

25

28

27

26

24

23

22

20

19

18

17

16

15

14

BILL OF MATERIALS

12

13

11

10

6

8

9

7

2

5

4

3

1

LINE

MARK

DETAIL

MRK.

SHIP






5. ALL WELDS

1

4

" U.N.O.

GENERAL NOTES

ONE SHOP COAT

1

1

16

Ø

E70-XX

6A ONE W16 x 31 23'-3 A992

P8 2 PL

3

8

x 3 1'-3

P9 2 PL

3

8

x 4

1

2

0'-7

1

16

a6 ONE L5 x 3 x

1

4

23'-3

6B ONE W16 x 31 23'-3 A992

P3 6 2

1

2

"Ø STD. PIPE 0'- 7

3

4

P8 2

P9 2

b6 ONE

1

4

" BT. PL x 10

1

2

23'-3

6C ONE W16 x 31 8'-10 A992

P3 2

c6 ONE

1

4

" BT. PL x 10

1

2

2'-3

P8 ONE

P10 ONE PL

3

8

x 4

1

2

0'-11

15

16

6D ONE W16 x 26 8'-10 A992

P3 4

d6 ONE

1

4

" BT. PL x 10

1

2

8'-10

6F ONE W16 x 26 5'-2 A992

P3 3

f6 ONE

1

4

" BT. PL x 10

1

2

5'-2

6G 2 W10 x 12 9'-6

3

4

A992

< FIELD BOLTS >

40 1"Ø T.C.B 0'-2

1

4

A325SC

8

3

4

"Ø T.C.B 0'-2 A325SC

0FOR FABRICATION

1/25/2014

- CHANNELS-

(16- 3/4 "Ø M.B. x 0'-2 A307)

7A4 - CHANNELS-

(8- 3/4 "Ø M.B. x 0'-2 A307)

7B2

- LADDER -7CONE

DETAIL #1

GRIND SMOOTH

1

1

16

Ø HL.s

@ PL

1

2

"

FIELD

VERIFY

FIELD

VERIFY

FIELD

VERIFY

a7 a7

b7

(5 REQ'D)

f7

f7

3

4

T

Y

P

.

3

4

1

4

TYP.

d7d7

d7

- ANGLES- 7D12

13

16

Ø HL.s

7

ROOF CHANNELS AND LADDER E2


1 / 6 / 2014

WM

Reference

Contractor

Description

Project


Date

Drawn By

44

WELD U.N.PAINT

NO. DATE

HOLES U.N.

DESCRIPTION

52

48

50

51

49

47

46

45

40

43

42

41

39

38

37

35

36

34

33

31

32

30

29

21

25

28

27

26

24

23

22

20

19

18

17

16

15

14

BILL OF MATERIALS

12

13

11

10

6

8

9

7

2

5

4

3

1

LINE

MARK

DETAIL

MRK.

SHIP






5. ALL WELDS

1

4

" U.N.O.

GENERAL NOTES

ONE SHOP COAT

13

16

"ØE70-XX

7A 4 MC12 x 31 19'-0

1

2

7B 2 MC12 x 31 18'-2

1

2

7C ONE LADDER

a7 2 PL

1

2

x 2

1

2

8'-6 LF

b7 5 1"Ø ROD 1'-6

3

4

WITH GRIP MATRL

d7 2 PL

1

2

x 11

3

8

1'-3

f7 2 ELLIS GRAB SAFE WELD ON

GBS-CMP(BUY OUT)

7D 12 L6 x 4 x

3

8

0'-8

< FIELD BOLTS >

24

3

4

"Ø M.B 0'-2 A307

0FOR FABRICATION

1/25/2014

cad samples

Engineering