GFOE-2067--VSAT PLATFORM WELDEMENT--REV-05

NOTES:

REMOVE ALL BURRS AND SHARP EDGES R.02 OR .02 X 45 CHAMFER.

1 .

MATERIAL: STEEL, ABS GRADE A (ASTM A36)2.

WELDING TO COMPLY WITH ABS RULES. WELDS TO BE CONTINUOUS &3.

FULL PENETRATION. WELDER WILL FIXTURE PARTS TO MATCH DIMENSIONS.

WELDER WILL BEVEL & COPE TO ENSURE FULL STRENGTH OF JOINTS.

ALL PIPES & CAVITIES TO BE CAPPED & SEAL WELDED.

4.

FINISH: PRIME & PAINT PER INSTRUCTIONS OF SHIP COMMANDING5.

OFFICER.

FOLLOW INSPECTION DIMENSIONS FOR PLATFORM. BUILD BASE TO6.

MATCH. SEE DRAWING"GFOE-2066--VSAT BASE WELDEMENT"

FWD

PORT

LKG AFT

1 6

1 2

1 0

1 3

1 5

1 1

1 4

54° A

A

B

D

F F

LKG DOWN

37.0 37.0

5.0 E H

H

36°

36°

66.75

28.0

SECTION H-H

1 0 PIPES

SPACED EVENLY

BASE TO ALIGN WITH

I-BEAM INTERSECTIONS

SEE NOTE 6.

.25 PLATE

.25 ROD

.375 PLATE

PIPE CAPS

PIPE CAPS

PADEYE RODS

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

ITEM NO. QTY. DESCRIPTION LENGTH

2 1

3 4 CHANNEL, 5.0 x 2.5, SQUARE EDGED 31

4 1 I BEAM, 6.0 x 1 6 lbs/ft, W6x1 6 81 .7

5 2 I BEAM, 6.0 x 1 6 lbs/ft, W6x1 6 66.49

6 2 I BEAM, 6.0 x 1 6 lbs/ft, W6x1 6 1 7.35

7 2 I BEAM, 6.0 x 1 6 lbs/ft, W6x1 6 38.62

8 1 I BEAM, 6.0 x 1 6 lbs/ft, W6x1 6 81 .7

9 2 I BEAM, 6.0 x 1 6 lbs/ft, W6x1 6 1 7.35

1 0 1 PIPE 1 .25 SCH 40, P1 .25 308.05

1 1 1 PIPE 1 .25 SCH 40, P1 .25 309.76

1 2 2 PIPE 1 .25 SCH 40, P1 .25 42

1 3 1

1 4 1

1 5 2

1 6 2

3 4 5 6 7 8

4 5 6 7 8

C

DWG NO REVSH

GFOE-2067

G F O

E -2

V S A T P

L A T F O

R M

W E L D

E M

E N

T R

E V -0

M

O D E L

G F O

E -2

V S A T P

L A T F O

R M

W E L D

E M

E N

T R

E V -0

D

R A W

IN

G

C O

M P U T E R F

IL

E N

A M

E

201 7-06-09

201 7-06-01

201 7-05-1 5

TODD GREGORY

GREGORY DESIGNS, LLC.

KARL MCLETCHIE

SEAKNOWLEDGE

KARL MCLETCHIE

SEAKNOWLEDGE

SHEET

1 :1 6 05

GFOE-2067

VSAT PLATFORM

WELDEMENT

DRAWING

THIRD ANGLE PROJECTION

APPROVAL DATE

DESIGN

CHECKED

SCALE:

DIMENSIONS ARE IN INCHES.

TOLERANCES:

FRACTIONAL 1 /64

ANGULAR: MACH 0.5

ONE PLACE DECIMAL 0.1

TWO PLACE DECIMAL 0.01

THREE PLACE DECIMAL 0.005

UNLESS OTHERWISE SPECIFIED:

PROPRIETARY AND CONFIDENTIAL

THIS INFORMATION IS NOT TO BE

DUPLICATED OR DISTRIBUTED WITHOUT THE

WRITTEN CONSENT OF GFOE

REV.

DWG. NO.

SIZE

GFOE

GLOBAL FOUNDATION

FOR

OCEAN EXPLORATION

DRAFT

See A

BS H

ousto n L ette r R ef T

1651142 D ate d 2 6-J

U L-2

1 6.5

.1

.0

31 .61

SECTION A-A

ROTATED FOR CLARITY

TO FIT LADDER

DETAIL C

SCALE 1 : 4

2.00

1 .50

SECTION B-B

ROTATED FOR CLARITY

8X .41 THRU

1 05

4.1 3

TYP

91 8

36.1 4

91 8

36.1 4

DETAIL D

MAKE TEMPLATE TO ENSURE

ACCURATE HOLE LOCATIONS

GRIND WELDS

FLAT. TOP FACE.

4 PLCS

CAP ALL

PIPE BOTTOMS

1 4

DETAIL E

1 06.00

G

SECTION F-F

2.00

1 35° TYP

DETAIL G

3 4 5 6 7 8

3 4 5 6 7 8

D D

DWG NO REV SH

05 GFOE-2067

G F O

E -2

V S A T P

L A T F O

R M

W E L D

E M

E N

T R

E V -0

M

O D E L

G F O

E -2

V S A T P

L A T F O

R M

W E L D

E M

E N

T R

E V -0

D

R A W

IN

G

C O

M P U T E R F

IL

E N

A M

E

SHEET

1 :8 05

SCALE: REV.

DWG. NO.

SIZE

See A

BS H

ousto n L ette r R ef T 1651142 D ate d 2

6-J U

R52.75 TYP

TO MATCH PART 2

MIRROR OF

PART 4

CUT FLANGES & WEBS

TO FIT SEAMLESSLY WITH

PARTS 4 & 8, TYP

36.74

SCALE 1 :12

MIRROR OF

PART 6

R52.75

1 5.47

81 .7

45° TYP

4.0 TYP

6.28 4.03

.41

.26

CHAMFER .5 X 45

TYP ALL FREE CORNERS

66.5

62.7

38.62

1 01 .5

1 05.51

.25

SINGLE CONTINUOUS PART SHOWN.

CONSTRUCT FROM 1 0 INDIVIDUAL PIECES

AROUND UPPER I-BEAM FLANGES.

1 06.00

1 05.50

6.0

FORM FROM AS FEW SECTIONS AS NEEDED

1 35°

31 .00

DRILL HOLES

AFTER WELDING FRAME

SEE DETAIL D

5.00 2.50

.25 .38

NOTE PARALLEL

FLANGE FACES

FOR HARDWARE.

3 4 5 6 7 8

3 4 5 6 7 8

D D

G F O

E -2

V S A T P

L A T F O

R M

W E L D

E M

E N

T R

E V -0

M

O D E L

G F O

E -2

V S A T P

L A T F O

R M

W E L D

E M

E N

T R

E V -0

D

R A W

IN

G

C O

M P U T E R F

IL

E N

A M

E

SHEET

DWG. NO.

ousto n L ette r R ef T 1651142 D ate d 2

6-J U

R54.66

R53.00

34°

1 9°

FORM FROM AS FEW SECTIONS AS NEEDED

R54.66

R53.00

36° BTWN

VERTICAL CENTERS

SINGLE CONTINUOUS PART SHOWN.

CONSTRUCT FROM 9 INDIVIDUAL PIECES

TO COPE BETWEEN VERTICALS.

COPE 42.00

45°

1 2

COPE

1 .66 TYP

1 .38 TYP

SCALE 1 :8

1 .66

SCALE 1 :4

SCALE 1 :4

1 .25

.38

2.50 4.00

1 .50

4.00

R.50, 2 PLCS

.92 THRU ALL

SCALE 1 :4

3 4 5 6 7 8

3 4 5 6 7 8

G F O

E -2

V S A T P

L A T F O

R M

W E L D

E M

E N

T R

E V -0

M

O D E L

G F O

E -2

V S A T P

L A T F O

R M

W E L D

E M

E N

T R

E V -0

D

R A W

IN

G

C O

M P U T E R F

IL

E N

A M

E

SHEET

DWG. NO.

ousto n L ette r R ef T 1651142 D ate d 2

6-J U