-18-

-7-

-8-

Plate material:

(Unless otherwise is noted) (min. yield stress 235 N/mm )

Plates and profiles Grade "A"

Bulb profiles: Angle bars (S235JR):

2

-10--9-

-8-

-8-

-8-

BASELINE

TANKTOP

1600 A/B

TWEENDECK

4400 A/B

MAIN DECK

7200 A/B

FRAMES BETWEEN FRAME 26 & 45

HP

120x7

BOTTOM STIFFENERS HP 160x8

HP 160x8

-7- -7-

FL 80

-9-

-9-

Spacing 600 mm

C

310x12

HP

120x7

310x12

HP 240x10

PS SB

PS SB

HP 140x8

TB TB

MAIN DECK

7200 A/B

TANKTOP

2000 A/B

BASELINE

TWEENDECK

4200 A/B-8-

-7-

-100x10

TYPICAL

-11-

-9-

-9-

-350x40

TB

-7-

-8-

-9-

STANDARD THICKNESS DIRECTION OF BULKHEADSBE GOING TO MIDSHIP AND CENTER LINE

Main dimensions:

Design still water bending moments:

USED MATERIALS:

Design still water shear forces:

Notes:

TBTB

-8-

-100x10

TYPICAL

Detail 1

615

DETAIL 2

DETAIL 3

30

-60X10

SHELL

-10-

-60X12

CLOSING PLATE 12 MM

5.5

40

-10-

BOTTOM PLATE 12 MM

-60x10

SHELL

4.25 5.5

5.5

3.25

3.25

4

3

40

Scale 1:15

BASELINE

Scale 1:5

Scale 1:2

-7- HP 100x6

-8-

-15-

Typical webframe main deck/side every 3th frame

Typical floor double bottom (aft frame 39) every frame

75R

-10-

-

10-

-10-

HP 120x7

500 /600

2

F sagging 5000 kNF hogging 5000 kN

Shipright (SERS),Green Passport, standby ship LMC,UMS,DP(AA)PCR (81)(44),NAV1

2

B

125

350

150

VpCi - 609 powderto be filled with

FRAMES BETWEEN FRAME 56 & 90

Typical webframe & floor every 3th frame

270x8

ES

HP 120x7

-15-

-8-

-10-

HP 100x6

-10-

-9-500 /800

350

500 /800

350

ES

FL.80400x8

500 /800

350

-9-

FL.100

800

-11-

1600

600

500

-8-

1600

600

500

450

-120x12 -100x10

-9-

FLOOR STIFFENERS - 150x12

-8-

MIN

4

4

45

3000

2800 / 5x560

2800 / 5x560

HP

120x7

2800 / 5x560

HP

140x8

HP

140x8

HP

120x7

650

-9-

65

0

HP

140x8

HP

120x7

-10-

-18-

-10-

FB -120x12

Intercostales.

800/450

1680 / 3x560

es.Intercostal

FB -100x10

T600x10+FB100x10

FL.100600x10350x12

T600x10+FB 150x15

WDL (5 T/M to fr. 56)CG*IWS,ECO,(BWT,GW,OW,P)Class: 100A1 Diving Support Ship,

CL FOREWARD

=

=

57+300mm

NWT.

-8-

WT. sidegirdersFB. -150x12continuous

pipe 219.1 x 12.5

FRAME 61 DRAWN

Detail 1 Detail 2

Detail 3

FRAME 60 DRAWN

FRAME 33 WEB FRAMEFRAME 35 NORMAL FRAME

Typical docking bracket Centre Girder Side Girder

-10-

-10-

Keel Detail

-10-

NOTE !

TB

TB TBTB

3710

2290

2000

-5-

-7- otherwiseWB Wingtks

Typical N.W.T. penetration

Dry spaces snipe 10x10

R

-18-

200

150

100

Typical

TB TB TB TB

L 408x120x8

TB TB

L 307x100x7TB

TBL 208x125x8

TB TB

L 483x150x8

t

H

B

12

13

Every frame

-9-

45

3

15

-100x8

LONGT.450 TRANSV.480

73

CORRUGATED BULKHEAD

560

110

20R

10

R

11

4-50x10

2

318

36

300

-8-

FL.80

ES

ES

350

FLOOR STIFFENERS - 150x12

H

H

IWO Tanks R+ shaped shell

M sagging 0M hogging 87931 kNm

600 1200 1800 2400 3000 3600 4200 4800 5400 6000 6600 7050 7550

CORR. BULKH.

150

R

-18--18-

HP 120x7

4

CLOSING PLATESLOT WELDED

-5-

Scantlings based on RGS9316

-120x12

150

100

150

R

100R

300

R

buckling stiff. fb-100x10 ES.

FR.32-38 (WB tank)

Every frame

AFTER WELDINGTO BE FILLED WITH EPOXY

BACKING 10x10

TB

TWEENDECK

4400 A/B

+ bottom shell

300x400

1300-10-

5520 A/B

-8-

1200

450

250

height of overflow: acc. tank arrangement E100-030

Tubular pillars are to be welded full penetration at heads and heelsDeckload= 5 tonne/M aft Fr.56Indication L Profiles ......HxBxt.....>B = BracketTB = Tripping BracketES = End Sniped

(EGS8316)

100

= =

REV. B

RE

V

.

B

REV.

B

REV.

B

REV.

B

FL.80

REV.

B

TBTBRE

V.

B

3000

RRE

V.

B

-11-

500 400 /500

500

-100x10

400x10

FL.80

RE

V

.

B

REV.

B

RE

V

.

B

REV.

B

RE

V

.

BRE

V.

B

500 /530

500 /590

-9-

RE

V

.

B

Equipment number = 808 Equipmentletter = T

(volume at 0.85 D) at T at TsclT.min AftT.min Forw.Frame spacingMaximum service speedBlock coefficient mld. at 4.40 mBlock coefficient mld. at 4.20 mDepth mld.Breadth oaBreadth mld.Scantling draught (Tscl)Summer draught (T)Rule lengthLength between perpendiculars at TsclLength o.a.

5490 m3313 T3535 T3.77 m3.37 m0.600 m16 knots0.6550.6427.20 m16.03 m16.00 m4.40 m4.20 m74.759 m74.476 m83.00 m

REV. B

REV.

B

REV.

B

RE

V

.

B

T.min AftT.min Forw.Block coefficient mld. at 4.40 mBlock coefficient mld. at 4.20 m at TsclRule lengthLength between perpendiculars at TsclLength o.a.

3.52 m3.35 m0.6950.6834244 T84.676 m84.676 m93.2 m

REV.

B

Pipes: (S235JR U.N.O)

-6--7--8--9--10--11--12--13-

-15--16--18--20--25--40--50--60- gr.D

HP100x6HP120x7HP140x8HP160x8HP180x9HP200x10HP220x10HP240x10

88.9x10139.7x10

48.3x5HP80x6

219.1x12.5305x10 S355J2406.4x16 S355J2

140x140x13

Rect.Tube: (S235JR U.N.O)

100x100x10

Round bars:

50

REV. B

1 B

GENERAL CONSTRUCTION PLAN OF HULL

MIDSHIP SECTION

E110-001

E10125

02-11-2012

50

A1

R. MeijnC. van den Dorpel

S. van den Bosse

B

PARTICULARS CHANGED

C. van den Dorpel

R. Franke

APPROVED

Date

DRAWN

CHECKED

APPROVED DATE

FORMAT

SCALE

PROJECTION

DERIVED FROM DWG

SHEET REVISIONDWG NOYARD NOcontractor

YARD NObuilding yard

COMP NO SECT NO

PROJECT

REV DATE

DRWN

REVISION SUBJECT

CHCKD

APPRVD

Sign

COPYRIGHT DAMEN SCHELDE NAVAL SHIPBUILDING, The Netherlands

B

A

C

D

E

F

G

H

J

K

L

M

2 3 4 5 6 7 10 11 12 13 14 15 161

13 14 15 16

H

J

K

L

M

B

A

C

D

E

F

G

2 3 4 5 6 71 8 9 10 11 12

10-1-

2013

zzTea

mCenter

\\sv754

7\T

CFilsys_

WorkLocs\Staging\TS\eaaaaa-55

16\E

GE11

0-0010

010

0_

B.dgn

EGS

551018

8316

35 40 45 50 55 60 65 70 110 115 120 125 1300 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120-5 125 130