1085V001 LARGE SBDC 2370A0000388 REV Orig DWG.pdf

REVISION HISTORY

REV DESCRIPTION DATE APPROVED

A

4 3 2 1

PORTSMOUTH NAVAL SHIPYARD

NUCLEAR REFUELING ENGINEERING DIVISION

CODE 2370 - KITTERY, ME

DRAWING NO. RF # REV

TITLE

SCALE WEIGHT SHEET

SIGNATURE DATE

SUPV.

PEER.

ORIG.

APPROVAL/CONCURRENCE

CODE SIGNATURE DATE

DECIMAL TOLERENCES :

X.X = ± 0.1

X.XX = ± 0.01

X.XXX = ± 0.005

X.XXXX = ± 0.0005

FRACTIONS: ± 1/32

ANGLES: ± 0.5º

UNLESS OTHERWISE SPECIFIED,

DIMENSIONS ARE IN INCHES.

DRAWING DIMENSIONAL &

GEOMETRIC TOLERENCES

PER ASME Y14.5-2009

THIRD ANGLE PROJECTION

B

C

A

B

C

3 2 14

SIZE

LARGE SBDC

RF-2202

B

NEXT HIGHER ASSY:

2370A0000388 ORIG

N/A

/S/ R.KNIGHT 47814

/S/ B.BISSON 49606

/S/ S.BLAUVELT 54682

138.2 /S/ J.PICARD 49745

3/5/21

2/24/21

2/24/21

3/1/21

PC # QTY TITLE MATERIAL REMARKS

1 1 BASE STEEL ASTM A36

2 2 WIDE WALL STEEL ASTM A36

3 2 NARROW WALL STEEL ASTM A36

4 1 FLANGE STEEL ASTM A36

5 1 TOP STEEL ASTM A36

6 2 LIFT LUG STEEL ASTM A36

7 4 SECURITY TAB STEEL ASTM A36

8 1 GASKET RUBBER, SILICONE 3/8 THICK, DUROMETER

60A

9 12 WASHER STEEL 3/4" PLAIN WASHER,

ASTM F436 TYPE 1 OR

BETTER

10 12 CLOSURE BOLT STEEL ASTM A534, BLACK

OXIDE FINISH, 3/4-10

UNC X 2-3/4 LONG, HEX

HEAD, FULLY THREADED

11 1 PLUG BOLT STEEL ASTM A534, BLACK

OXIDE FINISH, 1/2-13 UNC

X 1/2 LONG, HEX HEAD,

FULLY THREADED

A

8 7 6 5

PORTSMOUTH NAVAL SHIPYARD

NUCLEAR REFUELING ENGINEERING DIVISION

CODE 2370 - KITTERY, ME

DRAWING NO. RF # REV

SCALE WEIGHT SHEET

B

C

A

B

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7 6 58

SIZE

B ORIG2370A0000388 RF-2202

NOTES:

1. BREAK ALL SHARP EDGES TO A .03" CHAMFER (MINIMUM ) AND REMOVE ALL WELD SPATTER FROM EXPOSED SURFACES .

2. MATERIAL SUBSTITUTIONS ARE AUTHORIZED PROVIDED T HE SUBSTITUTED MATERIAL MEETS OR EXCEEDS THE MECHAN ICAL/PHYSICAL PROPERTIES, SATISFIES THE DIMENSIONAL REQUIREMENTS OF THE MATERIAL BEING SUBS TITUTED, AND IS APPROVED FOR USE BY PORTSMOUTH NAVA L SHIPYARD.

3. ALL SURFACES TO HAVE A 125 RA OR BETTER FINISH U NLESS OTHERWISE SPECIFIED.

4. WELDING REQUIREMENTS:

A. WELD SIZES IN THIS DRAWING ARE MINIMUM ACCEPTABL E. MINIMUM BEVEL ANGLE ON ALL BEVEL WELDS IS 45-DE GREES PER SINGLE BEVEL GROOVE.

B. WELDING SHALL BE PERFORMED TO REFERENCE A BY QUA LIFIED WELDERS.

C. CORNERS MAY BE CHAMFERED TO CLEAR FILLETS OF PRE VIOUSLY DEPOSITED WELDS. CLOSE THESE CHAMFERS BY W ELDING WHERE POSSIBLE.

D. WELDS SHALL BE SEQUENCED TO MINIMIZE DISTORTION. WHERE DISTORTION DOES OCCUR, STRAIGHTENING PER REFERENCE A SHALL BE PERFORMED TO ACHIEVE

TOLERANCES OF THE DRAWING.

E. VISUALLY INSPECT ALL WELDS ACCORDING TO REFERENC E A.

F. PERFORM A MAGNETIC PARTICLE TEST (MT) INSPECTION OF THE SPECIFIED WELDS (SPECIFIED IN NOTE 10B) PER REFERENCE C. USE THE ACCEPTANCE CRITERIA OF

REFERENCE D CLASS 3 FOR WELDS AND FORGINGS/WROUGHT MATERIAL FOR BASE MATERIAL.

5. PAINTING METHODS: THIS GENERAL NOTE APPLIES TO P AINTING PROCEDURES FOLLOWING INITIAL FABRICATION AN D ANY FUTURE MAINTENANCE.

A. DO NOT PAINT UNTIL COMPLETION OF LOAD TEST REQUI REMENTS PER NOTES 9 AND 10.

B. PAINT ALL EXPOSED SURFACES, INCLUDING THE INSIDE SURFACES OF THE CONTAINER EXCEPT AS FOLLOWS. DO N OT PAINT FASTENERS, THREADED PORTIONS OF HOLES, OR THE GASKET.

C. ABRASIVE BLAST SURFACES TO NEAR WHITE METAL PRIO R TO PAINTING. IF ABRASIVE BLASTING IS NOT APPROPR IATE, OTHER MECHANICAL MEANS SUCH AS CHIPPING OR

SANDING MAY BE USED.

D. PAINT STEEL SURFACES WITH TWO COATS OF AMERCOAT 235 PAINT CONFORMING TO MIL-PRF-23236. THE FIRST COAT SHALL BE A COLOR OTHER THAN BLACK AND APPLIED TO A DRY FILM THICKNESS (DFT) OF 4 MILS. THE TOP C OAT SHALL BE BLACK APPLIED TO A DFT OF 4 MILS (MIN) .

6. CLEANLINESS REQUIREMENTS: BEFORE AND AFTER PAINT ING, ENSURE ALL ACCESSIBLE SURFACES ARE VISIBLY FRE E OF CUTTING FLUID, TAPE RESIDUE, MACHINE CHIPS, GREASE, OIL, FLUX, DIRT, GRIT, SCALE, RUST, SMEARED METAL, WELD SPATTER, OR OTHER FOREIGN MATERIAL.

7. THE CLOSURE BOLTS (PC 10) AND PLUG BOLT (PC 11) SHALL BE INSTALLED HAND TIGHT (I.E., TIGHTENED BY H AND USING A WRENCH, WITH NO SPECIFIC TORQUE REQUIRED).

8. FOLLOWING FINAL ASSEMBLY OF A CONTAINER, WEIGH A ND RECORD THE EMPTY WEIGHT OF THE ASSEMBLED CONTAIN ER.

12 11 10 9

PORTSMOUTH NAVAL SHIPYARD

NUCLEAR REFUELING ENGINEERING DIVISION

CODE 2370 - KITTERY, ME

DRAWING NO. RF # REV

SCALE WEIGHT SHEET

B

C

A

B

C

11 10 912

SIZE

B ORIG2370A0000388 RF-2202

9. SAFETY HOIST RING LOAD TEST REQUIREMENTS:

THE 1/2-13 UNC-2B SAFETY HOIST RING LIFT HOLE (IN T HE TOP, PC 5) IS PROVIDED FOR LIFTING AND HANDLING. PROOF TEST VALUES ARE FOR A WORKING LOAD LIMIT (W LL) OF

2,500 LBS.

TORQUE-BASED PROOF TEST OF SAFETY HOIST RING HOLES:

A. OBTAIN A SOCKET HEAD CAP SCREW (UNC-2A OR UNC-3A , ASTM A574 OR ASME B18.3, 1/2"-13 UNC, MINIMUM 2.0 0" SHANK LENGTH (EXCLUDING HEAD) FULLY THREADED, HE AVY HEX NUT (ASTM A194/A194M GRADE 2H, UNC-2B, 1/2"-13) AND A HARDENED WASHER (TO FIT THE 1/2"-13 CAP SCRE W, ASTM F436, TYPE 1, CIRCULAR).

B. THREAD THE NUT ONTO THE CAP SCREW UNTIL THE LEAD ING SURFACE OF THE NUT IS AT THE REQUIRED LENGTH OF THREAD ENGAGEMENT (0.78 +0.00/-0.04 INCHES FOR THE 1/2"-13 CAP SCREW). THE TOLERANCE ON THREAD ENGAGE MENT IS +5/-0% WITH A MINIMUM TOLERANCE OF 1/32 INC H (SEE FIGURE 1).

C. APPLY MOLYKOTE P37 (OR EQUIVALENT) LUBRICANT TO THE THREADS ABOVE AND STARTING AT THE LEADING SURFA CE OF THE NUT (SEE FIGURE 1). THREAD THE NUT FULLY ONTO THE LUBRICATED THREADS OF THE CAP SCREW AND AP PLY LUBRICANT TO THE TRAILING SURFACE OF THE NUT. DO NOT LUBRICATE THE LOWER CAP SCREW THREADS. IN THIS ARRANGEMENT, ONLY THE PORTION OF THE THREADS O N THE CAP SCREW THAT ENGAGE THE NUT ARE LUBRICATED. THE CAP SCREW THREADS THAT ENGAGE THE TAPPED

HOLE OF THE COMPONENT ARE NOT LUBRICATED.

D. INSPECT THE LIFT HOLE THREADS FOR LUBRICATION, D IRT AND DEBRIS. CLEAN AS NECESSARY (REMOVING ALL L UBRICATION, DIRT, AND DEBRIS). INSTALL THE PROOF T EST ASSEMBLY (CAP SCREW, NUT AND WASHER) INTO THE TAPPE D HOLE TO THE REQUIRED DEPTH OF THREAD ENGAGEMENT OF 0.78 +0.00/-0.04 INCHES FOR THE 1/2"-13 CAP SCREW

(SEE FIGURE 1).

E. WHILE RESTRAINING THE CAP SCREW, TORQUE THE NUT TO 28 +1/-0 FT-LBS (THE TOLERANCE IS +5/-0%). RE-C HECK THE TORQUE ON THE NUT.

F. AFTER TEN MINUTES, REMOVE THE PROOF TEST ASSEMBL Y. REMOVE ANY TRANSFERRED LUBRICANT (1X VISUAL CON FIRMATION OF REMOVAL REQUIRED) FROM THE TAPPED

HOLE AND SURROUNDING SURFACES AT THE COMPLETION OF PROOF TESTING.

G. AFTER PROOF TEST, VISUALLY (1X) INSPECT THE TOP (PC 5) FOR SIGNS OF DEFORMATION, CRACKS, OR DAMAGE THAT MAY AFFECT THE LIFTING CAPACITY OF THE THREADE D

HOLE.

H. PERFORM A 2B "GO/NO-GO" GAGE CHECK OF THE THREAD ED HOIST RING HOLE IN THE TOP (PC 5). THE "GO" GA GE ACCEPTANCE CRITERIA IS THAT THE GO GAGE CAN BE F ULLY INSERTED INTO THE THREADED HOLE. THE "NO-GO" GAGE ACCEPTANCE CRITERIA IS THAT THE NO-GO GAGE DOES NOT ENTER THE THREADED HOLE MORE THAN THREE

COMPLETE TURNS.

I. PRIOR TO AND AFTER PROOF TEST, PERFORM A MAGNETI C PARTICLE TEST (MT) INSPECTION PER REFERENCE C OF THE SPECIFIED PORTION OF THE TOP (PC 5) SHOWN ON SHEET

8. USE THE ACCEPTANCE CRITERIA OF REFERENCE D CLASS 3 FOR WELDS AND FORGING/WROUGHT MATERIAL FOR BASE MATERIAL.

J. PROVIDE WRITTEN DOCUMENTAITON THAT THE ABOVE PRO OF TEST AND NDT REQUIREMENTS WERE SATISFACTORILY PE RFORMED.

K. FOLLOWING SATISFACTORY COMPLETION OF PROOF TEST, PERMANENTLY MARK LOAD TEST INFORMATION IN THE AREA INDICATED ON SHEET 8. ENSURE THAT THE MARKING WILL NOT INTERFERE WITH SAFETY HOIST RING INSTALLAT ION. MARK THE HOLE WITH THE FOLLOWING:

"FOR LIFTING OF LID ONLY

SPS CAPACTIY: 400 LBS.

LOAD TEST/ NDT DUE DATE: N/A, SF 10

LID NUMBER 'XX'"

WHERE 'XX' IS THE UNIQUE SERIAL NUMBER MATCHING THE LID TO THE SPECIFIC CONTAINER.

16 15 14 13

PORTSMOUTH NAVAL SHIPYARD

NUCLEAR REFUELING ENGINEERING DIVISION

CODE 2370 - KITTERY, ME

DRAWING NO. RF # REV

SCALE WEIGHT SHEET

B

C

A

B

C

15 14 1316

SIZE

B ORIG2370A0000388 RF-2202

REFERENCES:

A. AWS D1.1/D1.1M; STRUCTURAL WELDING CODE - STEEL

B. AWS A2.4; STANDARD SYMBOLS FOR WELDING, BRAZING AND NONDESTRUCTIVE EXAMINATION

C. NAVSEA TECHNICAL PUBLICATION T9074-AS-GIB-010/27 1; REQUIREMENTS FOR NONDESTRUCTIVE

TESTING METHODS

D. MIL-STD-2035; NONDESTRUCTIVE TESTING ACCEPTANCE CRITERIA

10. LIFTING LUG LOAD TESTING REQUIREMENTS:

THE TWO LIFTING LUGS (PC 6) THAT ARE WELDED TO THE SIDES OF THE CONTAINER ARE TO BE LOAD TESTED USING A VERTICAL TENSION LOAD. THE LOAD TEST VALUES ARE F OR A

WORKING LOAD LIMIT (WLL) OF 3,700 LBS. EACH.

A. PRIOR TO AND AFTER PERFORMING THE LOAD TEST, PE RFORM A VT (VISUAL TEST) INSPECTION OF THE ATTACHME NT WELDS OF EACH LIFT LUG (PC 6), THE ACCESSIBLE BA SE METAL OF EACH LIFT LUG (PC 6), THE SURROUNDING BASE METAL OF THE CONTAINER WALL (PC 2), THE WELDS ATTA CHING THE WALLS (PC 2 TO PC 3), THE WELDS ATTACHING THE WALLS (PC 2 AND PC 3) TO THE BASE (PC 1), AND THE E XTERIOR WELDS ATTACHING THE WALLS (PC 2 AND PC 3) T O THE FLANGE (PC 4). ENSURE THERE IS NO APPARENT

DEFORMATION, CRACKS, OR OTHER APPARENT DAMAGE OF TH ESE LOAD BEARING PARTS.

B. PRIOR TO AND AFTER THE LOAD TEST, PERFORM A MT ( MAGNETIC PARTICLE) TEST INSPECTION OF THE ATTACHMEN T WELDS OF EACH LIFT LUG (PC 6), THE ACCESSIBLE BAS E METAL OF EACH LIFT LUG (PC 6), THE WELDS ATTACHING THE WALLS (PC 2 TO PC 3), THE WELDS ATTACHING THE W ALLS (PC 2 AND PC 3) TO THE BASE (PC 1), AND THE EX TERIOR WELDS ATTACHING THE WALLS (PC 2 AND PC 3) TO THE FL ANGE (PC 4) PER REFERENCE C. USE THE ACCEPTANCE CRI TERIA OF REFERENCE D, CLASS 3 FOR WELDS AND

FORGINGS/WROUGHT MATERIAL FOR BASE METAL.

C. PROOF LOAD TEST THE LIFT LUGS (PC 6) AS FOLLOWS: RESTRAIN THE SBDC OR USE TEST WEIGHTS AS NECESSARY TO TEST BOTH PADEYES SIMULTANEOUSLY TO 11,375 LBS (150% LOAD TEST) UP TO 11,950 LBS (155% LOAD TEST) . THE LOAD TEST PLAN IS SHOWN IN FIGURE 2 (SHEET 10 ). HOLD THE TEST LOAD FOR A MINIMUM OF 10 MINUTES.

D. FOLLOWING SATISFACTORY COMPLETION OF THE LOAD TE ST, DOCUMENT AND PROVIDE WRITTEN CERTIFICATION OF L OAD TESTING, VT INSPECTION TESTS, AND MT INSPECTION TESTS (INCLUDE THE TEST DATES). ENSURE DOCUMENTATIO N CLEARLY SPECIFIES PERFOMANCE OF "PRE" AND "POST" LOAD TESTING INSPECTIONS, INSPECTION METHODS USED, ACCEPTANCE CRITERIA USED, AND ITEMS (PIECES, AREAS, AND WELDS) THAT WERE INSPECTED.

E. CONTRACTORS PERFORMING NDT PROCEDURES IN ACCORDA NCE WITH NAVSEA PUBLICAITON T9074-AS-GIB-010/271 (R EFERENCE C) ARE REQUIRED TO DEVELOP AND MAINTAIN A WRITTEN PROC EDURE THAT HAS BEEN QUALIFIED TO MEET THE REQUIREME NTS OF NAVSEA PUBLICATION T9074-AS-GIB-010/271. A COPY OF THE QUALIFIED PROCEDURE SHALL BE INCLUDED WITH THE NDT

DOCUMENTATION REQUIRED BY THIS DRAWING (FOR ENGINEE RING REVIEW)

F. FOLLOWING SATISFACTORY COMPLETION OF LOAD TESTIN G, PERMANENTLY MARK ADJACENT TO EACH OF THE LIFT LU GS (PC 6) AS

SHOWN ON SHEET 5. MARK THE CONTAINERS WITH THE FOLL OWING:

"SPS CAPACITY: 3,700 LBS

LOAD TEST/NDT DUE DATE: N/A SF 10

UNLOADED WEIGHT = X,XXX LBS (RECORDED IN NOTE 8)

MAX LOADED WEIGHT = 6,000 LBS.

MIN SLING LENGTH 2 FT.

CONTAINER NUMBER XX"

WHERE XX IS THE UNIQUE SERIAL NUMBER OF THE CONTAIN ER MATCHING THE LID AND LOAD TEST CERTIFICATION PAP ERWORK.

20 19 18 17

PORTSMOUTH NAVAL SHIPYARD

NUCLEAR REFUELING ENGINEERING DIVISION

CODE 2370 - KITTERY, ME

DRAWING NO. RF # REV

SCALE WEIGHT SHEET

B

C

A

B

C

19 18 1720

SIZE

B ORIG2370A0000388 RF-2202

A A

SECTION A-A

PC 2 TO PC 3

TYP 4 PLCS 3/8

MT

PC 1 TO PC 2/PC 3

TYP 3/8

MT

PC 5 AND PC 7 WELDMENT

B

DETAIL B

4.0

.6

PC 7 TO PC 5

TYP 2 PLCS 1/8

MARK LOAD

TEST INFO HERE

BOTH SIDES

24 23 22 21

PORTSMOUTH NAVAL SHIPYARD

NUCLEAR REFUELING ENGINEERING DIVISION

CODE 2370 - KITTERY, ME

DRAWING NO. RF # REV

SCALE WEIGHT SHEET

B

C

A

B

C

23 22 2124

SIZE

B ORIG2370A0000388 RF-2202

D

DETAIL D

TYP 2 PLCS

4.0 TYP

.6 TYP

PC 7 TO PC 4

TYP 2 PLCS 1/8

PC 4 TO PC 2/PC 3

TYP 4 PLCS

OUTER SEAM 3/8 C

C

SECTION C-C

PC 4 TO PC 2/PC 3

TYP 4 PLCS

INSIDE SEAM1/4

PC 6 TO PC 2

TYP 2 PLCS

OVERLAP OF WELD

ONTO PC 4 ALLOWED

3/8

37.25 +.00

-.12 TYP

MT

MT

r 0.015

28 27 26 25

PORTSMOUTH NAVAL SHIPYARD

NUCLEAR REFUELING ENGINEERING DIVISION

CODE 2370 - KITTERY, ME

DRAWING NO. RF # REV

SCALE WEIGHT SHEET

B

C

A

B

C

27 26 2528

SIZE

B ORIG2370A0000388 RF-2202

2 3

25.25

22.25

25.25

43.50 43.50

16.75

2.75

2.75 2.75

32 31 30 29

PORTSMOUTH NAVAL SHIPYARD

NUCLEAR REFUELING ENGINEERING DIVISION

CODE 2370 - KITTERY, ME

DRAWING NO. RF # REV

SCALE WEIGHT SHEET

B

C

A

B

C

31 30 2932

SIZE

B ORIG2370A0000388 RF-2202

25.25

16.50

19.50

3.00 1.50

25.25

19.75

16.75

7.500

15.000 22.500

6.500

13.000

19.500 22.25 22.25

7.500

15.000

22.500

6.500

13.000

19.500

11.12

12.62

1/2-13 UNC-2B `1.25

MIN FULL THREAD

V BOTTOM ALLOWED

DO NOT BREAK THRU

O .812 +.063

-.00012X THRU

12X 3/4-10 UNC-2B

THRU FULL THREAD

63 UNDERSIDE OF TOP 63 TOP SURFACE OF FLANGE

1.50 r 0.015

E

DETAIL E

MIN AREA TO MT

PRE/POST PROOF TEST

MARK PROOF

TEST INFO HERE

.5

11.250 9.750

11.250

9.750

36 35 34 33

PORTSMOUTH NAVAL SHIPYARD

NUCLEAR REFUELING ENGINEERING DIVISION

CODE 2370 - KITTERY, ME

DRAWING NO. RF # REV

SCALE WEIGHT SHEET

B

C

A

B

C

35 34 3336

SIZE

B ORIG2370A0000388 RF-2202

1.00

1.25

R .50 O .50 THRU

.75

.25

1.00

9.00

2.25

2.25

4.50

3.00

10.00

O 1.00 THRU

R 1.50

O 1.75 THRU

2X 45v X 0.25

43°

R 2.25

40 39 38 37

PORTSMOUTH NAVAL SHIPYARD

NUCLEAR REFUELING ENGINEERING DIVISION

CODE 2370 - KITTERY, ME

DRAWING NO. RF # REV

SCALE WEIGHT SHEET

B

C

A

B

C

39 38 3740

SIZE

B ORIG2370A0000388 RF-2202

.375

25.25

22.25

20.00

17.00

1.38 7.50

15.00

22.50

1.38

6.50

13.00

19.50

O 1.000 +.062

-.00012X THRU

FIGURE 2

LOAD TEST CONFIGURATION

11,375 LBF (150%)

11,950 LBF (155%)