N3904018Q0303_Amendment_1.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 add the Draw ings to Section J. All other terms and conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 10-Aug-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 is extended, X 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

10-Aug-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 following have been modified:

ADDITIONAL INFORMATION

Contracting Officer's point of contact is:

Alexandra Regazzini, Code 410 Tel: 207-438-6224

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 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 Drawing 32 10-AUG-2018

(End of Summary of Changes)

REVISION HISTORY

ZONE REV DESCRIPTION DATE APPROVED

NUCLEAR ENGINEERING AND PLANNING DEPARTMENT

PORTSMOUTH NAVAL SHIPYARD

KITTERY, ME

ORIG

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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:

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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

ORIG

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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

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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.

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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

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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

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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

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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

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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

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24NOTE 8

PC 13 TO 18

2 PLCS 1/8

1.9

.1

1.5 .5

PC 18 TO 28

2 PLCS1/8

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WITH INSERT 1

COVERS REMOVED

K K

SECTION K-K

STANCHION

STANCHION

PC 26

TO 27 1/8

PC 26

TO 27 1/8

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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

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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

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84.0

29.8

40.0

33.8

2.12

16.9

1 1/4-7 UNC-2B THRU

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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

1.10 2.25

2 PLCS

#8-32 UNC-2B .50

.13 .75

8 PLCS EQUALLY SPACED

4 PLCS

12.125

4 PLCS

6.50

L

DETAIL L

#2-56 UNC-2B .75

.07 .75

8 PLCS EQUALLY

SPACED

4.400

6.50

6.50

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SECTION G-G

12.75 4 PLCS

11.374 4 PLCS

1.00

SECTION H-H

4.75

4.06

.50

N

DETAIL N

O

DETAIL O

.050 X 45°

4 PLCS

.050 X 45°

4 PLCS

.050 X 45°

.050 X 45°

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84.0

4.063

5.563

4.06

MACHINE TO FIT

PC 4 INNER DIAMETER

4.0

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84.0 11.374

12.750

2.0

11.37

MACHINE TO FIT

PC 6 INNER DIAMETER

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79.0 3.548

4.000

11.00 2.0

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3/8-16 UNC-2B .75

.31 1.00

#2-56 UNC-2B .75

.07 1.00

8 PLCS EQUALLY SPACED

4 PLCS

12.125

2.25

2.25

2.25

2.25

10I

I

SECTION I-I

12.625

11.400

3.548

4 PLCS

4.25

4 PLCS

4.0

.50 1.00

.05 X 45°

.050 X 45° 4 PLCS

.050 X 45° 4 PLCS

.12 X 45°

.313 .250

.190 THRU

8 PLCS EQUALLY SPACED

BREAKTHROUGH ON

COUNTERBORE IS ALLOWED

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4.125 3.375

.50

4.0

.190 .250

.098 THRU

8 PLCS EQUALLY SPACED

BREAKTHROUGH ON

COUNTERBORE IS ALLOWED

3.875

.12 X 45°

SHEET 24 OF 32

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4.12

3.54 +0.00 -0.02

.098 THRU

8 PLCS EQUALLY SPACED

.25

.062

3.25

R .6 +.4 -.0

2 PLCS

.88

2 PLCS

2.12

3.88

SHEET 25 OF 32

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1.00

.313 .250

.191 THRU

8 PLCS EQUALLY SPACED

BREAKTHROUGH ON

COUNTERBORE IS ALLOWED

12.125

12.66

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8.0

1.5

2 PLCS

2.5

R 1.0

2 PLCS

.50

.062

.191 THRU

8 PLCS EQUALLY SPACED

12.125

12.62

11.40

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4.70

4.10

4.400

.098 THRU

8 PLCS EQUALLY SPACED

.062

SHEET 28 OF 32

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4.65 4.00

4.400

.190 .250

.098 THRU

8 PLCS EQUALLY SPACED

BREAKTHROUGH ON

COUNTERBORE IS ALLOWED

18 .50

4.0

.12 X 45°

SHEET 29 OF 32

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6.8

6.8

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

3.4

3.4 2.5

SHEET 30 OF 32

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REV

2370B0000064RF #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

2370B0000064RF #RF-6524

17.5

6.065

6.625

10.5

1.0 THRU

8 PLCS

EQUALLY SPACED

8.5

.25

SHEET 32 OF 32

SIZE

B

DWG #

SCALE

REV

2370B0000064RF #RF-6524

.250

1.5

1.00

R .2

2 PLCS

.50 THRU

1.0

.50