N3904018Q0303_Amendment_2.pdf

N3904018RC80342

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this Amendment is to extend the due date for quotations to close of business Monday 24 September 2018 and include Revised Draw ings entitled 2370B0000064 Rev A adding Flatness Tolerance. All other terms and conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

1 4

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 21-Sep-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N3904018Q0303

X 9B. DATED (SEE ITEM 11)

01-Aug-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

21-Sep-2018

CODE

PORTSMOUTH NAVAL SHIPYARD

CODE 410

KITTERY ME 03904

N39040 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

stephen.j.shea@navy.milEMAIL:207-438-2422TEL:

STEPHEN J SHEA / CONTRACT SPECIALIST GS-1102-11

N3904018Q0303

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION A - SOLICITATION/CONTRACT FORM

The required response date/time has changed from 20-Aug-2018 05:00 PM to 24-Sep-2018 05:00 PM.

SECTION F - DELIVERIES OR PERFORMANCE

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

12-DEC-2018 1 PORTSMOUTH NAVAL SHIPYARD

RECEIVING OFFICER

CODE 501.2 RECEIVING OFFICER

BUILDING 170

KITTERY ME 03904

207-438-5206 FOB: Destination

N39040

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

17-DEC-2018 1 PORTSMOUTH NAVAL SHIPYARD

RECEIVING OFFICER

CODE 501.2 RECEIVING OFFICER

BUILDING 170

KITTERY ME 03904

207-438-5206

The following Delivery Schedule item for CLIN 0002 has been changed from:

CAGE

12-DEC-2018 1 PORTSMOUTH NAVAL SHIPYARD

RECEIVING OFFICER

CODE 501.2 RECEIVING OFFICER

BUILDING 170

KITTERY ME 03904

207-438-5206

To:

CAGE

17-DEC-2018 1 PORTSMOUTH NAVAL SHIPYARD

RECEIVING OFFICER

CODE 501.2 RECEIVING OFFICER

BUILDING 170

KITTERY ME 03904

207-438-5206

The following have been added by full text:

52.211-9 DESIRED AND REQUIRED TIME OF DELIVERY (JUN 1997)

(a) The Government desires delivery to be made according to the following schedule:

DESIRED DELIVERY SCHEDULE

17 December 2018

Offers that propose delivery of a quantity under such terms or conditions that delivery will not clearly fall within the applicable required delivery period specified above, will be considered nonresponsive and rejected. If the offeror proposes no other delivery schedule, the desired delivery schedule above will apply.

OFFEROR'S PROPOSED DELIVERY SCHEDULE

(b) Attention is directed to the Contract Award provision of the solicitation that provides that a written award or acceptance of offer mailed or otherwise furnished to the successful offeror results in a binding contract. The Government will mail or otherwise furnish to the offeror an award or notice of award not later than the day the award is dated. Therefore, the offeror shall compute the time available for performance beginning with the actual date of award, rather than the date the written notice of award is received from the Contracting Officer through the ordinary mails. However, the Government will evaluate an offer that proposes delivery based on the Contractor's date of receipt of the contract or notice of award by adding (1) five calendar days for delivery of the award through the ordinary mails, or (2) one working day if the solicitation states that the contract or notice of award will be transmitted electronically. (The term "working day" excludes weekends and U.S. Federal holidays.) If, as so computed, the offered delivery date is later than the required delivery date, the offer will be considered nonresponsive and rejected.

(End of clause)

The following have been deleted:

52.211-9 Desired and Required Time of Delivery JUN 1997

SECTION J - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

The Table of Contents has changed from:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Exhibit A Attachment 1 to Exhibit A 4 18-JUL-2018 Exhibit A Exhibit A Data

Requirements

2 18-JUL-2018

Attachment 1 Attachment 1 2 18-JUL-2018 Attachment 2 Drawing 32 10-AUG-2018 to:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Exhibit A Attachment 1 to Exhibit A 4 18-JUL-2018 Exhibit A Exhibit A Data

Requirements

2 18-JUL-2018

Attachment 1 Attachment 1 2 18-JUL-2018 Attachment 2 Revised Drawings Rev A 32 21-SEP-2018

(End of Summary of Changes)

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

NUCLEAR ENGINEERING AND PLANNING DEPARTMENT

PORTSMOUTH NAVAL SHIPYARD

KITTERY, ME

A

SHEET 1 OF 32

UNLESS OTHERWISE SPECIFIED

DIM ARE IN INCHES

TOL ON ANGLE ± 0.5°

FRACTIONAL ± 1/32

1 PL ±0.1, 2 PL ±0.01, 3 PL ±0.005

ORIGINATOR:

PEER REVIEW:

SUPERVISOR:

CONCURRENCE:

TITLE

SIZE

B

WEIGHT

DWG # REV

2370B0000064

MULTI-PURPOSE

DISPOSAL CONTAINER

RF #RF-6524

NEXT HIGHER ASSY: N/A EST 17,000 LBS UNLOADED

EST 18,400 LBS LOADED

/S/ RYAN KNIGHT 47814 4/10/18

/S/ TERRI-ANN BERNIER 37933 4/10/18

N/A

/S/ ANDREW MUNYAN 40908 4/10/18

A

SHT 17

SHT 18

SHT 18

SHT 19

SHT 20

SHT 22

SHT 22

SHT 23

SHT 25

SHT 28

REMOVED TAP DRILL CALLOUT.

CHANGED DETAIL O TO T.

ADDED FLATNESS TOLERANCE.

CLARIFIED TO LOOSE SLIP FIT.

CLARIFIED TO LOOSE SLIP FIT.

CHANGED SECTION I TO S.

ADDED FLATNESS TOLERANCE.

ADDED FLATNESS TOLERANCE.

ADDED FLATNESS TOLERANCE.

ADDED FLATNESS TOLERANCE.

9/21/2018

/S/ RYAN

KNIGHT 47814

/S/ ETHAN

BENSLEY

56489

/S/ ANDREW

MUNYAN 40908

A

SHEET 2 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

28 18 32 SECURITY TAB STEEL, ASTM A36 OR

EQUIVALENT

1/4 THICK

27 6 31 STANCHION PLATE STEEL, ASTM A36 OR

EQUIVALENT

1/4 THICK PLATE, 10-1/2

DIA

26 3 31 STANCHION PIPE STEEL, ASTM A53 OR

EQUIVALENT

6 SCH 40 PIPE, 11-1/2

LONG

25 32 N/A CAP SCREW, SOCKET HEAD STEEL, ASTM A534,

BLACK OXIDE FINISH

#8-32 UNC X 1-1/8

LONG, FULLY

THREADED

24 40 N/A CAP SCREW, SOCKET HEAD STEEL, ASTM A534,

BLACK OXIDE FINISH

#2-56 UNC X 3/4

LONG, FULLY

THREADED

23 1 N/A PLUG BOLT, SMALL STEEL, BLACK OXIDE

FINISH

3/8-16 UNC X 1/2 LONG,

HEX HEAD, FULLY

THREADED

22 2 30 FORKLIFT SLOT, HORIZONTAL STEEL, ASTM A36 OR

EQUIVALENT

RECTANGLE TUBE, 18 X

6 X .313 THICK, 34

LONG

21 2 30 FORKLIFT SLOT, VERTICAL STEEL, ASTM A36 OR

EQUIVALENT

RECTANGLE TUBE, 18 X

6 X .313 THICK, 42

LONG

20 5 N/A PLUG BOLT, LARGE STEEL 1-1/4-7 UNC X 2 LONG,

HEX HEAD, FULLY

THREADED

19 2 29 LIFT BLOCK STEEL, ASTM A36 OR

EQUIVALENT

7 X 7 X 2-1/2 THICK

18 1 28 COVER, CENTER STEEL, ASTM A36 OR

EQUIVALENT

5 DIAMETER, 4 LONG

17 1 27 GASKET, CENTER RUBBER, SILICONE 4-3/4 DIAMETER, 1/16

THICK, DUROMETER 60A

16 4 26 GASKET, TOP PLATE RUBBER, SILICONE 12-5/8 DIAMETER, 1/16

THICK, DUROMETER 60A

PC # QTY SHEET TITLE MATERIAL REMARKS

15 3 26 COVER HANDLE, LARGE STEEL, ASTM A36 OR

EQUIVALENT

ROD, 14 LONG, 1/2

DIAMETER

14 3 25 COVER, INSERT 1 STEEL, ASTM A36 OR

EQUIVALENT

13 DIAMETER, 1 THICK

13 5 24 COVER HANDLE, SMALL STEEL, ASTM A36 OR

EQUIVALENT

ROD, 10 LONG, 1/4

DIAMETER

12 4 24 GASKET, INSERT 2 RUBBER, SILICONE 4-1/8 DIAMETER, 1/16

THICK, DUROMETER 60A

11 4 23 COVER, INSERT 2 STEEL, ASTM A36 OR

EQUIVALENT

4-1/4 DIAMETER, 4

THICK

10 1 22 FLANGE, INSERT 2 STEEL, ASTM A36 OR

EQUIVALENT

12-3/4 DIAMETER, 4

THICK

9 4 21 PIPE, INSERT 2 STEEL, ASTM A53 OR

EQUIVALENT

3-1/2 SCH 40 PIPE

8 1 21 PIPE PLUG, INSERT 2 STEEL, ASTM A36 OR

EQUIVALENT

2 THICK

7 4 20 PIPE PLUG, INSERT 1 STEEL, ASTM A36 OR

EQUIVALENT

2 THICK

6 4 20 PIPE, INSERT 1 STEEL, ASTM A53 OR

EQUIVALENT

12 SCH 80 PIPE

5 1 19 PIPE PLUG, CENTER STEEL, ASTM A36 OR

EQUIVALENT

4 THICK

4 1 19 PIPE, CENTER STEEL, ASTM A53 OR

EQUIVALENT

5 XXH (ALSO KNOWN AS

5 XXS) PIPE

3 1 17 TOP PLATE STEEL, ASTM A36 OR

EQUIVALENT

3 THICK

2 4 16 WALL STEEL, ASTM A36 OR

EQUIVALENT

4 THICK

1 1 16 BOTTOM PLATE STEEL, ASTM A36 OR

EQUIVALENT

2 THICK

PC # QTY SHEET TITLE MATERIAL REMARKS

SHEET 3 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

NOTES:

1. BREAK ALL SHARP EDGES TO A 1/32" CHAMFER (MINIMUM) AND REMOVE ALL WELD SPATTER FROM EXPOSED SURFACES.

2. MATERIAL SUBSTITUTIONS ARE AUTHORIZED PROVIDED THE SUBSTITUTED MATERIAL MEETS OR EXCEEDS THE MECHANICAL/PHYSICAL PROPERTIES, SATISFIES THE DIMENSIONAL REQUIREMENTS OF THE MATERIAL BEING SUBSTITUTED, AND IS APPROVED FOR USE BY PORTSMOUTH NAVAL SHIPYARD.

3. ALL SURFACES TO HAVE A 125 RA OR BETTER FINISH.

4. WELDING REQUIREMENTS:

A. WELD SIZES IN THIS DRAWING ARE MINIMUM ACCEPTABLE. MINIMUM BEVEL ANGLE ON ALL BEVEL WELDS IS 45-DEGREES PER SINGLE BEVEL GROOVE.

B. WELDING SHALL BE PERFORMED TO REFERENCE A BY QUALIFIED WELDERS.

C. CORNERS MAY BE CHAMFERED TO CLEAR FILLETS OF PREVIOUSLY DEPOSITED WELDS. CLOSE THESE CHAMFERS BY WELDING 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 REFERENCE A.

F. PERFORM A MAGNETIC PARTICLE TEST (MT) INSPECTION OF THE SPECIFIED WELDS (SPECIFIED IN NOTE 9I) 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 PAINTING PROCEDURES FOLLOWING INITIAL FABRICATION AND ANY FUTURE MAINTENANCE.

A. DO NOT PAINT UNTIL COMPLETION OF LOAD TEST REQUIREMENTS PER NOTE 9.

B. PAINT ALL EXPOSED SURFACES, INCLUDING THE INSIDE SURFACES OF THE PIPES EXCEPT AS FOLLOWS. DO NOT PAINT FASTENERS, THREADED PORTIONS OF HOLES, GASKETS, OR GASKET SEATING SURFACES.

C. ABRASIVE BLAST SURFACES TO NEAR WHITE METAL PRIOR TO PAINTING. IF ABRASIVE BLASTING IS NOT APPROPRIATE, 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 APPLIED TO A DRY FILM THICKNESS (DFT) OF 4 MILS. THE TOP COAT SHALL BE BLACK APPLIED TO A DFT OF 4 MILS (MIN). NOTE: AMERCOAT 235 WAS FORMERLY KNOWN AS "BAR-RUST 235" AND "DEVOE 235".

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

7. THE PLUG BOLTS (PC 20) SHALL BE HAND TIGHT (I.E., TIGHTENED BY HAND USING A WRENCH, WITH NO SPECIFIC TORQUE REQUIRED).

8. TORQUE SPECIFICATIONS FOR EACH SET OF COVER ASSEMBLY CAP SCREWS ARE AS FOLLOWS:

INSERT 1 COVER CAP SCREWS (PC 25), 12 TO 17 IN-LBS

INSERT 2 COVER CAP SCREWS (PC 24), 1 TO 5 IN-LBS

CENTER COVER CAP SCREWS (PC 23), 1 TO 5 IN-LBS

SHEET 4 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

9. LOAD TEST REQUIREMENTS:

THE 1 1/4"-7 UNC-2B SAFETY HOIST RING LIFT HOLES (TWO IN THE TOP PLATE (PC 3), ONE IN THE BOTTOM PLATE (PC 1), AND ONE IN EACH LIFT BLOCK (PC 19)) ARE PROVIDED FOR LIFTING AND HANDLING. PROOF TEST VALUES ARE FOR A WORKING LOAD LIMIT (WLL) OF 15,000 LBS. THE 3/8"-16 UNC-2B SAFETY HOIST RING HOLE (ONE IN THE TOP OF THE INSERT 2 FLANGE (PC 10)) IS PROVIDED FOR LIFTING AND HANDLING. PROOF TEST VALUES ARE FOR A WLL OF 1,000 LBS.

TORQUE-BASED PROOF TEST OF SAFETY HOIST RING HOLES:

A. OBTAIN TWO SOCKET HEAD CAP SCREWS (UNC-2A OR UNC-3A, ASTM A574 OR ASME B18.3, 1-1/4"-7 UNC, MINIMUM 3.75" SHANK LENGTH (EXCLUDING HEAD) AND 3/8"-16 UNC, MINIMUM 1.5" SHANK LENGTH (EXCLUDING HEAD)) BOTH FULLY THREADED, TWO HEAVY HEX NUTS (ASTM A194/A194M GRADE 2H, UNC-2B, 1-1/4"-7 AND UNC-2B, 3/8"-16) AND TWO HARDENED WASHERS (TO FIT THE 1-1/4"-7 CAP SCREW AND THE 3/8"-16 CAP SCREW, ASTM F436, TYPE 1, CIRCULAR).

B. THREAD THE NUT ONTO THE CAP SCREW UNTIL THE LEADING SURFACE OF THE NUT IS AT THE REQUIRED LENGTH OF THREAD ENGAGEMENT (1.89 +0.00/-0.10 INCHES FOR THE 1-1/4"-7 CAP SCREW AND 0.54 +0.00/-0.03 INCHES FOR THE 3/8"-16 CAP SCREW). THE TOLERANCE ON THREAD ENGAGEMENT IS +5/-0% WITH A MINIMUM TOLERANCE OF 1/32 INCH

(SEE FIGURE 1).

C. APPLY MOLYKOTE P37 (OR EQUIVALENT) LUBRICANT TO THE THREADS ABOVE AND STARTING AT THE LEADING SURFACE OF THE NUT (SEE FIGURE 1). THREAD THE NUT FULLY ONTO THE LUBRICATED THREADS OF THE CAP SCREW AND APPLY 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 ON 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, DIRT AND DEBRIS. CLEAN AS NECESSARY (REMOVING ALL LUBRICATION, DIRT, AND DEBRIS). INSTALL THE PROOF TEST ASSEMBLY (CAP SCREW, NUT AND WASHER) INTO THE TAPPED HOLE TO THE REQUIRED DEPTH OF THREAD ENGAGEMENT OF 1.89 +0.00/-0.10 INCHES FOR THE 1-1/4"-7 CAP SCREW

AND 0.54 +0.00/-0.03 INCHES FOR THE 3/8"-16 CAP SCREW (SEE FIGURE 1).

E. WHILE RESTRAINING THE CAP SCREW, TORQUE THE NUT TO 470 +24/-0 FT-LBS FOR THE 1-1/4"-7 CAP SCREW AND 12 +1/-0 FT-LBS FOR THE 3/8"-16 CAP SCREW (THE TOLERANCE IS

+5/-0%). RE-CHECK THE TORQUE ON THE NUT.

F. AFTER TEN MINUTES, REMOVE THE PROOF TEST ASSEMBLY. REMOVE ANY TRANSFERRED LUBRICANT (1X VISUAL CONFIRMATION 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 PLATE (PC 3), BOTTOM PLATE (PC 1), LIFT BLOCKS (PC 19), AND INSERT 2 FLANGE (PC 10), AS APPLICABLE, AND THE ASSOCIATED ATTACHMENT WELDS FOR SIGNS OF DEFORMATION, CRACKS, OR DAMAGE THAT MAY AFFECT THE LIFTING CAPACITY OF THE LIFT POINTS.

H. PERFORM A 2B "GO/NO-GO" GAGE CHECK OF THE THREADED HOIST RING HOLES IN THE TOP PLATE (PC 3), BOTTOM PLATE (PC 1), LIFT BLOCKS (PC 19), AND INSERT 2 FLANGE (PC 10). THE "GO" GAGE ACCEPTANCE CRITERIA IS THAT THE GO GAGE CAN BE FULLY 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. AFTER PROOF TEST, PERFORM A MAGNETIC PARTICLE TEST (MT) INSPECTION PER REFERENCE C OF THE FOLLOWING: THE SPECIFIED PORTIONS OF THE TOP PLATE (PC 3), BOTTOM PLATE (PC 1), AND INSERT 2 FLANGE (PC 10) ON SHEET 14 AND THE ACCESSIBLE PORTIONS OF THE LIFT BLOCKS (PC 19) AND WELD ATTACHING THE LIFT BLOCK TO THE WALL (PC 2). USE THE ACCEPTANCE CRITERIA OF REFERENCE D CLASS 3 FOR WELDS AND FORGING/WROUGHT MATERIAL FOR BASE MATERIAL.

SHEET 5 OF 32

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RF #RF-6524

9. LOAD TEST REQUIREMENTS (CONTINUED):

J. PROVIDE WRITTEN DOCUMENTATION THAT THE ABOVE PROOF TEST AND NDT REQUIREMENTS WERE SATISFACTORILY PERFORMED.

K. FOLLOWING SATISFACTORY COMPLETION OF PROOF TEST, PERMANENTLY MARK ADJACENT TO THE TOP PLATE (PC 3), BOTTOM PLATE (PC 1) AND LIFT BLOCK (PC 19) SAFETY HOIST RING HOLES. DO NOT MARK WITHIN THE SEATING SURFACE AREAS AROUND THE LIFT HOLES. CALCULATE THE INSPECTION REQUIRED DATE BY ADDING THREE YEARS AND SUBTRACTING ONE DAY FROM THE PROOF TEST DATE. MARK THE HOLES WITH THE FOLLOWING:

SPS CAPACITY: 15,000 LBS

LOAD TEST DUE DATE: N/A

NDT INSPECTION REQUIRED DATE: SEE PARAGRAPH 9K FOR HOW TO CALCULATE THIS DATE

L. FOLLOWING SATISFACTORY COMPLETION OF PROOF TEST, PERMANENTLY MARK ADJACENT TO THE INSERT 2 FLANGE (PC 10) SAFETY HOIST RING HOLE. DO NOT MARK

WITHIN THE SEATING SURFACE AREAS AROUND THE LIFT HOLES. MARK WITH THE FOLLOWING:

SPS CAPACITY: 1,000 LBS

LOAD TEST DUE DATE: N/A

NDT INSPECTION REQUIRED DATE: SEE PARAGRAPH 9K FOR HOW TO CALCULATE THIS DATE

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-010/271; REQUIREMENTS FOR NONDESTRUCTIVE

TESTING METHODS

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

SHEET 6 OF 32

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J J

SECTION J-J

PC 1 TO PC 2

3 PLCS3/8

PC 1 TO PC 2

3 PLCS3/8

PC 1 TO PC 23/8

PC 1 TO PC 23/8

PC 1 TO PC 2

4 PLCS3/8

MT

MT

MT

MT

MT

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WITH INSERT 2,

STANCHIONS AND

COVERS REMOVED

A A

SECTION A-A

PC 6 TO PC 7

4 PLCS

WELD PRIOR TO

WELDING PC 4

AND PC 6 TO PC 1

5/16

D D

SECTION D-D

PC 3 TO PC 6

4 PLCS3/8

PC 4 TO

PC 5

WELD PRIOR

TO WELDING

PC 4 AND

PC 6 TO PC 1

5/16

PC 3 TO

PC 43/8

PC 2 TO PC 33/8

MT

SHEET 8 OF 32

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RF #RF-6524

WITH INSERT 2 AND

STANCHIONS REMOVED

2 PLCS NEAR

AND FAR SIDE

PC 2 TO PC 19

2 PLCS

NEAR AND

FAR SIDE

3/8

MT

13.5

2 PLCS NEAR

AND FAR SIDE

B B

SECTION B-B

PC 1 TO

PC 21 5/16

5/16

PC 1 TO

PC 21

5/16

PC 1 TO

PC 21

5/16

PC 1 TO

PC 21

5/16

PC 1 TO

PC 21

5/16

PC 1 TO

PC 21

5/16 4 PLCS

C C

SECTION C-C

PC 1 TO PC 6

WHERE

ACCESSIBLE

4 PLCS

PRIOR TO WELDING

PC 2 TO PC 1

3/8

PC 1 TO PC 4

WHERE

SPACE EXISTS

PRIOR TO WELDING

PC 1 TO PC 6 AND

PC 2 TO PC 1

3/8

10.4

13.0

6.5

10.4

6.5 13.0

SHEET 9 OF 32

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RF #RF-6524INSERT 2

F F

SECTION F-F

2.25

2.25

PC 8 TO PC 9

WHERE

ACCESSIBLE

4 PLCS

1/4

INSERT 2

E E

SECTION E-E

2.25 2.25

2.25

2.25

MM

SECTION M-M

2.25

2.25

Q

DETAIL Q

PC 9 TO

PC 10

4 PLCS 1/4

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INSERT 2

PC 11 TO 13

2 PLCS 1/8

24NOTE 8

1.62

.50

PC 28 TO

PC 11 1/8

SHEET 11 OF 32

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25NOTE 8

6.0

PC 14 TO 15

2 PLCS 1/8

PC 28 TO

PC 141/8

3.8

.2

.5

SHEET 12 OF 32

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RF #RF-6524

24NOTE 8

PC 13 TO 18

2 PLCS 1/8

1.9

.1

1.5 .5

PC 18 TO 28

2 PLCS1/8

SHEET 13 OF 32

SIZE

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DWG #

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RF #RF-6524

WITH INSERT 1

COVERS REMOVED

K K

SECTION K-K

STANCHION

STANCHION

PC 26

TO 27 1/8

PC 26

TO 27 1/8

SHEET 14 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

PRIMARY LIFT HOLES

SHOWN WITH PLUG

BOLTS (PC 20) REMOVED

LIFT HOLE IN BASE PLATE

USED FOR UPRIGHTING AND

DOWNENDING ONLY

SHOWN WITH PLUG

BOLTS (PC 20) REMOVED

LIFT BLOCKS (PC 19)

USED FOR UPRIGHTING,

DOWNENDING, AND

HORIZONTAL HANDLING

ONLY

REF

LOAD TEST REQUIREMENTS

INCLUDED ON SHEETS 4 AND 5

ESTIMATED

CENTER OF

GRAVITY

.5 TYP

3 PLCS

MINIMUM AREA TO MT

AFTER LOAD TEST

PER NOTE 9I:

ENTIRE LIFT BLOCK

(PC 19) AND WELDS

BETWEEN LIFT BLOCK

AND WALL (PC 2)

2 PLCS

MINIMUM AREA TO MT

AFTER LOAD TEST

PER NOTE 9I:

AROUND HOIST RING

THREADED HOLES

AS SHOWN

4 PLCS

P

DETAIL P

.5

LIFT HOLE IN INSERT 2 FLANGE

USED FOR LIFTING INSERT 2 ONLY

SHOWN WITH SMALL PLUG BOLT

(PC 23) REMOVED

REF

REF

SHEET 15 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

R

DETAIL R

2.5

.5

PC 28 TO PC 3

5 PLCS 1/8

6.5

4 PLCS

.5

4 PLCS

2.2

4 PLCS

.5

4 PLCS

PC 28 TO

PC 10

4 PLCS1/8

PC 28

TO PC 101/8

28 .5

SHEET 16 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

84.0

29.8

40.0

33.8

2.12

16.9

1 1/4-7 UNC-2B THRU

SHEET 17 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

G G

H H

16.88

6.50

33.8

33.8

16.88

2.9 2.9

1 1/4-7 UNC-2B ` 2.00

O1.10 ` 2.25

2 PLCS

#8-32 UNC-2B ` .50

8 PLCS EQUALLY SPACED

4 PLCS

O 12.125

4 PLCS

6.50

L

DETAIL L

#2-56 UNC-2B

8 PLCS EQUALLY

SPACED

O 4.400

6.50

6.50

SHEET 18 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

SECTION G-G

12.75O 4 PLCS

11.374O 4 PLCS

1.00

SECTION H-H

4.75O

4.06O

.50

N

DETAIL N

T

DETAIL T

.050 X 45°

4 PLCS

.050 X 45°

4 PLCS

.050 X 45°

.050 X 45°

A

A r .005

4 PLCS

r .005

SHEET 19 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

84.0

O 4.063

O 5.563

O 4.06

MACHINE TO LOOSE SLIP FIT

PC 4 INNER DIAMETER

4.0

SHEET 20 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

84.0 O 11.374

O 12.750

2.0

O 11.37

MACHINE TO LOOSE SLIP FIT

PC 6 INNER DIAMETER

SHEET 21 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

79.0 O 3.548

O 4.000

O 11.00 2.0

SHEET 22 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

3/8-16 UNC-2B ` .75

O.31 ` 1.00

#2-56 UNC-2B ` .75

O.07 ` 1.00

8 PLCS EQUALLY SPACED

4 PLCS

O 12.125

2.25

2.25

2.25

2.25

10S

S

SECTION S-S

12.625O

11.400O

3.548

4 PLCS

4.25O

4 PLCS

4.0

.50 1.00

.05 X 45°

.050 X 45° 4 PLCS

.050 X 45° 4 PLCS

.12 X 45° c O.313 `.250

O.190 ` THRU

8 PLCS EQUALLY SPACED

BREAKTHROUGH ON

COUNTERBORE IS ALLOWED

A

A

A r .005

4 PLCS

SHEET 23 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

4.125O 3.375O

.50

4.0 c O.190 ` .250

O.098 ` THRU

8 PLCS EQUALLY SPACED

BREAKTHROUGH ON

COUNTERBORE IS ALLOWED

O 3.875

.12 X 45° r .005 A

SHEET 24 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

O 4.12

O 3.54 +0.00 -0.02

O.098 ` THRU

8 PLCS EQUALLY SPACED

O .25

.062

3.25

R .6 +.4 -.0

2 PLCS

.88

2 PLCS

2.12

O 3.88

SHEET 25 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

1.00 c O.313 ` .250

O.191 ` THRU

8 PLCS EQUALLY SPACED

BREAKTHROUGH ON

COUNTERBORE IS ALLOWED

O 12.125

O 12.66

SHEET 26 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

8.0

1.5

2 PLCS

2.5

R 1.0

2 PLCS

O .50

.062

O.191 ` THRU

8 PLCS EQUALLY SPACED

O 12.125

O 12.62

O 11.40

SHEET 27 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

O 4.70

O 4.10

O 4.400

O.098 ` THRU

8 PLCS EQUALLY SPACED

.062

SHEET 28 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

4.65O 4.00O

O 4.400 c O.190 ` .250

O.098 ` THRU

8 PLCS EQUALLY SPACED

BREAKTHROUGH ON

COUNTERBORE IS ALLOWED

18 .50

4.0

.12 X 45°

SHEET 29 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

6.8

6.8

1 1/4-7 UNC-2B ` THRU 19

3.4

3.4

2.5

SHEET 30 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

42.0

33.8

6.0

18.0

.313

18.0

6.0

.313

SHEET 31 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

17.5

O 6.065

O 6.625

O 10.5

O 1.0 THRU

8 PLCS

EQUALLY SPACED

O 8.5

.25

SHEET 32 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064

RF #RF-6524

.250

1.5

1.00

R .2

2 PLCS

O .50 THRU

1.0

.50