TGI_38K5212392A01_c1v1.pdf

FOUO

WebAIM Short Form TASK GROUP INSTRUCTION

09-DEC-2024 1528

20.14.15.2.9020 (September 2024) ICN: 38K5212392 KeyOp: A01

COMPONENT NAME: TYPE: PHASE: REPEAT: CHG/VER:TGI NO: STRCT 0.5-18-A AY A 0 1/1

SHIP/HULL NO: SHIP/HULL NAME: PROJECT: SYSTEM: PLANT ID: CASREP CAT:

DDG-114 USS RALPH JOHNSON K52

CU PHASE TITLE: F/O – REPAIR STRUCTURAL MEMBER IN 0 1/2-18-0-A

WORK CERTIFICATION SIGNATURES: DLs

COMPLETION OF WORK REVIEW: BADGE NO: SHOP/CODE: PHONE: DATE:

RECORDS REVIEW: BADGE NO: SHOP/CODE: PHONE: DATE:

FOUO Pg 1 of 5

ES01NA7Z * ES01NA80 * ES01NA81 * ES01NA82

PREPARING ACTIVITY: STATUS: APP WORKING STATUS:

PREPARED BY: CODE: PHONE: DATE:

UEMATSU, TETSUYA 231A 3152439943 25-NOV-2024

APPROVED BY: CODE: PHONE: DATE:

NAKAMURA, YUUJI 231A 3152436041 04-DEC-2024

CONCURRED BY: CODE: PHONE: DATE:

REASON FOR WORK/NEED FOR CHANGE:

JCN:

ES01-NA7Z * ES01-NA80 * ES01-NA81 * ES01-NA82

SPECIAL REQUIREMENTS:

CU PHASE DESCRIPTION:

ZONE MANAGER: ZONE: COMPARTMENT: LEVEL: FRAME: SIDE:

YAGINUMA, TAKEHIDE

JOB SUMMARY ID: TOT MAN HR.: TOT DUR: TOT JML COST: PLANNING ACCEPTANCE:

123A4492

1. SCOPE/PURPOSE:

1.1 Title: Structural Member in 0 1/2-18-0-A; repair

1.2 Location of Work:

1.2.1 Boatswain Storeroom No. One (0 1/2-18-0-A)

1.2.2 Windlass Machenry Room (0 1/2-2-0-A)

1.2.3 01 Level Weather, Frames between 34 and 36, Port

1.2.4 Freeboard Weather, Frames between 30 and 35, Starboard

1.3 Identification:

1.3.1 Quantity (One Lot), Structural Member in 0 1/2-18-0-A, Frames between 30 and 33, Stbd

TGI Short Form

09-DEC-2024 1528

20.14.15.2.9020 (September 2024) (Continued) ICN: 38K5212392 KeyOp: A01

COMPONENT NAME: TYPE: PHASE: REPEAT: CHG/VER:TGI NO: STRCT 0.5-18-A AY A 0 1/1

SHIP/HULL NO: SHIP/HULL NAME: PROJECT: SYSTEM: PLANT ID: CASREP CAT:

DDG-114 USS RALPH JOHNSON K52

CU PHASE TITLE: F/O – REPAIR STRUCTURAL MEMBER IN 0 1/2-18-0-A

FOUO Pg 2 of 5

CU PHASE DESCRIPTION (Cont.)

JCN: ES01-NA82

Remarks: See Sheets 3 and 4 of Ref. No. 3 for detail

1.3.1.1 Quantity (One Lot), Bracket on Hawser Reel Foundation

Material: HTS, MIL-S-22698 GR-DH36, 12.75 LBs

1.3.1.2 Quantity (One Lot), Reinforcement on Hawser Reel Foundation

Material: HTS, MIL-S-22698 GR-DH36, 10.20 LBs

1.3.1.3 Quantity (One EA), Stringer 27S

Material: HTS, MIL-S-22698 GR-AH36, 6 Inches x 4 Inches x 7 LBs T

1.3.2 Quantity (One Lot), Longitudinal 8P in 0 1/2-18-0-A, Frames between 34 and 36, Port

JCN: ES01-NA7Z

Material: HTS, MIL-S-22698 GR-AH36, 6 Inches x 4 Inches x 9 LBs IT Remarks: See Sheet 5 of Ref. No. 3 for detail

1.3.3 Quantity (One EA), Vertical Stiffener on Longitudinal 2P in 0 1/2-18-0-A, Frame 18 Port

JCN: ES01-NA81

Base Material;

Vertical Stiffener: HTS, MIL-S-22698 GR-AH36, 4 Inches x 4 Inches x 5 LBs T Longitudinal 2P: HTS, MIL-S-22698 GR-AH36, 6 Inches x 4 Inches x 9 LBs IT Remarks: See Sheet 2 of Sketch Enclosure-01 for location detail

1.3.4 Quantity (One Lot), Web Plate of Transverse Web Frame 34 on Transverse Beam in 0 1/2-18-0-A, Frame 34 Port

JCN: ES01-NA80

Base Material;

Transverse Web Frame 34: HTS, MIL-S-22698 GR-AH36, 4 Inches x 4 Inches x 5 LBs T Longitudinal 2P: HTS, MIL-S-22698 GR-AH36, 6 Inches x 4 Inches x 9 LBs IT Remarks: See Sheets 3 and 4 of Sketch Enclosure-01 for location detail

1.4 Security Classification: None.

1.5 Initial Condition:

1.5.1 Potential Asbestos Hazard

1.6 Contractor work start date:

1.7 Contractor work completion date:

2. PROCEDURE:

Masato.Endo.ja Typewritten Text

14 JUL 2025

Masato.Endo.ja Typewritten Text

11 DEC 2025

09-DEC-2024 1528

20.14.15.2.9020 (September 2024) (Continued) ICN: 38K5212392 KeyOp: A01

COMPONENT NAME: TYPE: PHASE: REPEAT: CHG/VER:TGI NO: STRCT 0.5-18-A AY A 0 1/1

SHIP/HULL NO: SHIP/HULL NAME: PROJECT: SYSTEM: PLANT ID: CASREP CAT:

DDG-114 USS RALPH JOHNSON K52

CU PHASE TITLE: F/O – REPAIR STRUCTURAL MEMBER IN 0 1/2-18-0-A

FOUO Pg 3 of 5

CU PHASE DESCRIPTION (Cont.)

Ref.

No.

Document/Drawing Number DOCUMENT/DRAWING TITLE REV

CHG

NO.

CPY

REQ PARAGRAPH SECT PG CHPT

2.1 Remove existing, fabricate and install new each structural member and longitudinal 8P listed in 1.3.1 and 1.3.2 in accordance with Ref. No. 3.

2.1.1 Accomplish the requirements of 009-12 of Ref. No. One, including Table 2, Column(s) A, Lines One through 7.

2.2 Accomplish weld repair of deficient welds on each existing vertical stiffener and web plate listed in 1.3.3 and 1.3.4, using Ref. No. 4 and Ref. No. 5 for guidance.

2.2.1 Gouge out vertical stiffener and web plate.

2.2.2 Accomplish the requirements of 009-12 of Ref. No. One, including Table 2, Column(s) A, Lines One through 7.

2.3 Accomplish the requirements of 009-32 of Ref. No. One for each new and disturbed surface.

2.4 Notes:

2.4.1 Planner: Code 231A T. Uematsu, 243-9943

Engineer: Code 250 Y. Seimiya, 243-0091

2.4.2 Work Integration Manager (WIM): Code 333 T. Yaginuma, 080-5419-0598

2.4.3 JCNs ES01-NA80, ES01-NA81, ES01-NA82, and ES01-NA7Z are related to this TGI.

2.5 Government Furnished Material (GFM):

2.5.1 SRF-JRMC will provide GFM listed in Appendix ”M”.

2.6 SRF-JRMC will provide the following service work: (TGI No. 38K5212392S02).

2.6.1 [C740] Crane and crane rigging service.

2.6.2 [X99E] Utility service, electrical.

2.6.3 [X99M] Utilities service, including low pressure air supply, water supply, and steam supply.

2.6.4 [C106.1] Safety inspection for SRF-JRMC employees.

2.6.5 [C106.2] Gas free inspection for SRF-JRMC employees.

2.6.6 [C133] QA inspection for (G) symbol(s).

09-DEC-2024 1528

20.14.15.2.9020 (September 2024) (Continued) ICN: 38K5212392 KeyOp: A01

COMPONENT NAME: TYPE: PHASE: REPEAT: CHG/VER:TGI NO: STRCT 0.5-18-A AY A 0 1/1

SHIP/HULL NO: SHIP/HULL NAME: PROJECT: SYSTEM: PLANT ID: CASREP CAT:

DDG-114 USS RALPH JOHNSON K52

CU PHASE TITLE: F/O – REPAIR STRUCTURAL MEMBER IN 0 1/2-18-0-A

FOUO Pg 4 of 5

Ref.

No.

Document/Drawing Number DOCUMENT/DRAWING TITLE REV

CHG

NO.

CPY

REQ PARAGRAPH SECT PG CHPT

1 NSI FY-25 NAVSEA Standard Items - 1 N 2 LI FY-25 Local Standard Items - ORG N

3 PDD 100-ELM-

250005

RPR OF DEFORMED STGR 27

(S) & DECK LONG 8 (P) IN

BOSN STRM NO. 1 (0.5-18-0-

A)

- Y ALL

4 DWG 100-7063173 UNIT STRUCTURAL ARR

DWG ASSY UNIT 1160

- Y 5- 13, 3-

5 DWG 100-7063178 UNIT STRUCTURAL ARR

DWG ASSY UNIT 1260

- Y 5A-

TASK NAME / TASK DESCRIPTION

SHOP/

TSD TS

SF

WC

CREW

# MHRS RWRK

Version-1: revise document ID of reference No. 3. C231A Y. Nakamura, 12/04/2024, -/Y/N

/ V-01 0 0 N

MATERIAL LIST

ITEM

NO.

PC

NO.

REF

NO.

M

C DESCRIPTION

STOCK

NUMBER

GENERIC

MATL

TYPE LVL QA

HAZ

MAT

DOC

NO.

QTY

REQD/

UNIT

QTY

USED/

UNIT

001 M PLATE,ME, ORDERED FOR

KTR

ORIG: C231, T.UEMATSU, 243-

9B 9515 002243086 NA 4 N 43285042 2/SF

002 M PLATE,ME, ORDERED FOR

KTR

ORIG: C231, T.UEMATSU, 243-

9B 9515 001533368 NA 4 N 43285044 2/SF

MATERIAL REFERENCES

REF

NO.

DOCUMENT/DRAWING NUMBER DOCUMENT/DRAWING TITLE

REV

ICN: 38K5212392 KEY OP: A01

09-DEC-2024 1528

20.14.15.2.9020 (September 2024) (Continued) ICN: 38K5212392 KeyOp: A01

COMPONENT NAME: TYPE: PHASE: REPEAT: CHG/VER:TGI NO: STRCT 0.5-18-A AY A 0 1/1

SHIP/HULL NO: SHIP/HULL NAME: PROJECT: SYSTEM: PLANT ID: CASREP CAT:

DDG-114 USS RALPH JOHNSON K52

CU PHASE TITLE: F/O – REPAIR STRUCTURAL MEMBER IN 0 1/2-18-0-A

FOUO Pg 5 of 5

MATERIAL LIST

ITEM

NO.

PC

NO.

REF

NO.

M

C DESCRIPTION

STOCK

NUMBER

GENERIC

MATL

TYPE LVL QA

HAZ

MAT

DOC

NO.

QTY

REQD/

UNIT

QTY

USED/

UNIT

003 M BEAM, STRUCTURAL, T-,

BEAM, STRUCTURAL, T-

SHAPE, SIZE: 6" X 4" X 7LBS,

MATL: HIGH TENSIL STEEL

MILS-2-2698 GR-AH36

ORDERED FOR X11

ORIG: C231, T.UEMATSU, 243-

9B 5920 LL9303290 NA 4 N 43307558 4/FT

004 M BEAM, I-SHAPE, 6" X , BEAM, I-

SHAPE, 6" X 4" X 9LBS, HIGH

STRENGTH STEEL, MIL-S-

22698, GRADE A H36.

ORDERED FOR X11

ORIG: C231, T.UEMATSU, 243-

9B 9520 LL9801884 NA 4 N 43307559 4/FT

005 M INSULATI, ORDERED FOR KTR

ORIG: C231, T.UEMATSU, 243-

9Q 5640 013713263 NA 4 N 43285045 4/SH

006 M SOUND CO, ORDERED FOR

KTR

ORIG: C231, T.UEMATSU, 243-

9Q 5640 013837815 NA 4 N 43285051 3/SH

007 M ADHESIVE, ORDERED FOR

KTR

ORIG: C231, T.UEMATSU, 243-

9B 8040 002738708 NA 4 Y 43285055 1/GL

008 M TAPE,TEX, ORDERED FOR

KTR

ORIG: C231, T.UEMATSU, 243-

9B 8315 002671632 NA 4 N 43285056 1/RO

ATTACHMENT LIST

TITLE FILE NAME SAVED DATE

ENCLOSURE-01 38K5212392A01-Sketch.pdf 23-NOV-2024 0000

Location Map of Deficient Welds on Structural Member in 0 1/2-18-0-A

41 FEET 0 INCH ABOVE FROM SHIPS CENTER LINE FLAT DECK

SKETCH

ENCLOSURE-0138K5212392A01 SHEET 1 OF 4

FWD

Tetsuya.Uematsu.ja Line

Tetsuya.Uematsu.ja_1 Line

Tetsuya.Uematsu.ja_2 Line

Tetsuya.Uematsu.ja_3 Line

Tetsuya.Uematsu.ja_4 Line

Tetsuya.Uematsu.ja_5 Text Box

SECT VIEW A

Tetsuya.Uematsu.ja_6 Line

Tetsuya.Uematsu.ja_7 Line

Tetsuya.Uematsu.ja_8 Line

Tetsuya.Uematsu.ja_9 Line

Tetsuya.Uematsu.ja_10 Line

Tetsuya.Uematsu.ja_11 Text Box

ELEV VIEW B

Tetsuya.Uematsu.ja_12 Rectangle

Tetsuya.Uematsu.ja_13 Pencil

Tetsuya.Uematsu.ja_14 Line

DET 1-A

BOATSWAIN STOREROOM No. ONE (0 1/2-18-A)

DET 1-A

VERTICAL STIFFENER ON LONG 2P

LKG FWD

SKETCH

ENCLOSURE-0138K5212392A01 SHEET 2 OF 4

SECT VIEW A

AutoCAD SHX Text

PORT, LKG FWD

AutoCAD SHX Text_1

FINDING #1

AutoCAD SHX Text_2

PORT, LKG AFT

AutoCAD SHX Text_3

FINDING #1-1

AutoCAD SHX Text_4

DEFICIENT WELD FOR FAR SIDE, SEE FINDING #1-1

AutoCAD SHX Text_5

WTRTT TRANSV BHD FR 18

AutoCAD SHX Text_6

01 LVL

AutoCAD SHX Text_7 L-2 (P)

AutoCAD SHX Text_8 L-3 (P)

AutoCAD SHX Text_9

VERT STIF L-1 (P)

AutoCAD SHX Text_10

VERT STIF L-2 (P)

AutoCAD SHX Text_11 L-2 (P) 6 x 4x 9# I-T, HS

AutoCAD SHX Text_12 VERT STIF L-2 (P), FLANGE 4 x 4 x 5# T, HS

AutoCAD SHX Text_13

DEFICIENT WELD 1" LG

Tetsuya.Uematsu.ja_15 Rectangle

Tetsuya.Uematsu.ja_16 Rectangle

DET 2-A

DET 2-B

LKG AFT

SKETCH

ENCLOSURE-0138K5212392A01 SHEET 3 OF 4

ELEV VIEW B

BOATSWAIN STOREROOM No. ONE (0 1/2-18-0-A)

AutoCAD SHX Text_14

STBD, LKG AFT

AutoCAD SHX Text_15

FINDING #2

AutoCAD SHX Text_16

01 LVL

AutoCAD SHX Text_17

TRANSV WEB FR 34

AutoCAD SHX Text_18

SHELL (S)

AutoCAD SHX Text_19

STGR-29 (S)

AutoCAD SHX Text_20 DEFICIENT WELD SEE FINDING #2b

AutoCAD SHX Text_21 DEFICIENT WELD SEE FINDING #2a

Tetsuya.Uematsu.ja_17

DET 2-B

WEB PLATE OF TRANSVERS WEB FR 34

DET 2-A

WEB PLATE OF TRANSVERS WEB FR 34

SKETCH

ENCLOSURE-0138K5212392A01 SHEET 4 OF 4

LKG OUTBD

LKG OUTBD

AutoCAD SHX Text_22

STBD, LKG OUTBD

AutoCAD SHX Text_23 FINDING #2a

AutoCAD SHX Text_24

STBD, LKG OUTBD

AutoCAD SHX Text_25 FINDING #2b

AutoCAD SHX Text_26 TRANSV WEB FR 34 14 x 5 x 26# I-T, HS

AutoCAD SHX Text_27

SHELL (S)(S)S))

AutoCAD SHX Text_28

FWD

AutoCAD SHX Text_29

TRANSV WEB FR 34 PLATE 15.3#, HS

AutoCAD SHX Text_30

DEFICIENT WELD 2 LG

AutoCAD SHX Text_31

FWD

AutoCAD SHX Text_32

01 LVL

AutoCAD SHX Text_33

TRANSV WEB FR 34

AutoCAD SHX Text_34 TRANSV WEB FR 34 14 x 5 x 26# I-T, HS

AutoCAD SHX Text_35

STGR-29 (S)

AutoCAD SHX Text_36

COLLAR PLATE 15.3# HS

AutoCAD SHX Text_37

DEFICIENT WELD 5 LG

AutoCAD SHX Text_38

SHELL (S)(S)S))

Tetsuya.Uematsu.ja_18 Rectangle

Tetsuya.Uematsu.ja_19