ATTACHMENT_(1)_DRAWING__2370A0000238.pdf

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Decimals:

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Sheet 1 of 101

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Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

SCALE REV.

D W

G . N

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H E

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SIGNATURE DATE

APPROVAL

RF #

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2370A0000238 RF-2200

DATE CHANGE BY APPROVAL

REVISIONS

SYMB REV DESCRIPTIONDistribution authorized to the Department of Defense and US DoD contractors only; Specific Authority: Naval Sea Systems Command.

Other US requests shall be referred to Portsmouth Naval Shipyard

ORIGINATOR:

PEER REVIEW:

SUPERVISOR:

CONCURRENCE (713):

CONCURRENCE (138):

BADGEREFERENCES

A. AWS D1.1 Structural Welding Code – Steel

B. AWS D1.6 Structural Welding Code - Stainless Steel

C. Installation Instructions, Button-lok Staging Systems. Can be obtained on the Button-Lok website (www.buttonlok.com/buttonlok/install.htm)

D. AWS A2.4 Standard Symbols for Welding, Brazing, and Nondestructive Examination

E. NAVSEA Technical Publication T9074-AS-GIB-010/271 Requirements for Nondestructive Testing Methods

F. MIL-STD-2035 Nondestructive Testing Acceptance Criteria

G. ASME Y14.5 – 2009 Dimensioning and Tolerancing

H. MIL-PRF-23236 Coating Systems for Ship Structures

GENERAL NOTES

1. This drawing provides construction details for o ne equipment service stand (ESS).

2. MANUFACTURING REQUIREMENTS:

A. Unless specified otherwise this drawing, all tol erances are specified in the drawing block in the l ower right corner of the drawi ng.

Geometric Dimensioning and Tolerance (GD&T) are per ASME Y14.5 – 2009.

B. Break all sharp edges to a 1/32” chamfer (minimu m) and remove all weld splatter from exposed surfac es.

C. Corners may be sniped to clear fillets of previo usly deposited welds and existing material radius. Close these chamfer by welding where possible. Access holes provided in t he ends of beams to facilitate welding need not be filled.

D. The leg weldments in this assembly are to machin ed after welding to ensure perpendicularity and con sistent length. It is recommended that all four legs are machined in the same operation. The specified tolerance on the len gth of each leg is +/- 0.062”. In addition to this tolerance, all four le gs must be the same length within 0.062” (i.e. +/- 0.031).

3. MATERIAL REQUIREMENTS:

A. Material specifications are specified in the bil l of material listed on sheet 2 of this drawing.

B. Stainless steel material substitutions are autho rized for stainless steel components provided the s ubstitution material meets or exceeds the mechanical/physical properties and sati sfies the dimensional requirements of the material specified.

C. Carbon steel material substitutions are authoriz ed for plate, bar, angle, and tube provided the sub stitution material meets or exceeds the mechanical/physical properties and sati sfies the dimensional requirements of the material specified.

D. Substitutions of material for structural shapes such as columns and beams shall only be made when a uthorized by Portsmouth

Naval Shipyard.

4. WELDING REQUIREMENTS:

A. Welding performed by contractor shall comply wit h welding procedure and performance requirements of ANSI/AWS D1.1 (For Steel) and ANSI/AWS D1.6 (For Stainless Steel).

B. Weld symbols shown are in accordance with ANSI/A WS A2.4.

C. Visually inspect all welds in accordance with AN SI/AWS D1.1 (For Steel) and ANSI/AWS D1.6 (For Stai nless Steel) with the following exception: No undersized welds are allow ed and no porosity greater than 1/8” is allowed.

D. Weld sizes shown are minimum acceptable sizes. The minimum bevel angle on all bevel welds shall be 45 degrees per single bevel.

E. Welds shall be sequenced to minimize distortion. Where distortion does occur, straightening per AN SI/AWS D1.1 (For Steel) and

ANSI/AWS D1.6 (For Stainless Steel) shall be perfor med to achieve tolerances of the drawing.

5. SURFACE FINISH REQUIREMENTS:

A. All machined surfaces shall have a surface rough ness (R a) of 125 to 63 or better.

B. Welded surfaces on stainless material shall be f ree of cracks, craters, burrs, sharp edges, weld sp latter and effects that would cause penetrant indications. The weld surface shal l be generally smooth to the touch. A large amount of contour grinding may be necessary depending on the welding process.

C. Non-welded stainless steel surfaces shall be fre e of weld splatter, deep scratches, burrs, loose ru st, and in general meet an R a

(roughness average) of 125 surface finish allowing surface to be easily cleaned using a clean cloth wi thout snagging, and a cleaning solution.

D. Mill surfaces on stainless steel are acceptable provided deep scratches, dents, and burrs, are repa ired or removed.

E. Glass bead blasting of stainless steel surfaces is authorized (but not mandatory) to achieve high q uality finish.

6. GENERAL ASSEMBLY INSTRUCTIONS:

A. After the upper deck weldment is completed and m achining is performed, test and install the Button -Lok studs (PC# 100) per Reference C in the locations shown in View 12A and 15A. Ensure proper fit-up with Button-Lok componen ts, using a Button-Lok Go No-Go Gauge (C-4) available on the Button-Lok we bsite ( www.buttonlok.com ). Provide written certification that the installation tests of Reference C were performed sa tisfactorily and the Button-Lok studs were installe d correctly per Reference C.

B. The upper tool column rack is not attached to th e main assembly. Ship the upper tool rack separate ly in a box with all fasteners associated with it.

C. Do not attach the small tool column support to t he tool column support. Ship the small tool column support, angle bar (PC# 135), flat bar (PC# 136), and all associated fasteners in a separate box.

D. The shims (PC# 143, 144, 145, and 146) and hex h ead bolts (PC# 147) do not require installation. S hip the shims and hex head bolts in a separate box.

7. PAINTING REQUIREMENTS:

A. GENERAL: This general note applies to carbon st eel (ferrous) surfaces. Fasteners and stainless st eel surfaces shall not be painted per general note 7.C. As a minimum, all bo lted structural joints that have inaccessible surfa ces following assembly of the joint shall have a coat of Red AMERCOAT 235 (pr eviously DEVOE 235) conforming to MIL-PRF-23236 app lied to a dry film thickness (DFT) of 4 mils on the inaccessible porti ons of the joint prior to assembly of the joint.

B. PREPARATION, APPLICATION, AND INSPECTION OF THE PAINT: Prepare carbon steel (Ferrous) surfaces by dry abrasive blasting to near white metal prior to painting. Th is note does not apply to stainless steel.

C. PAINT / COATING SYSTEM: Paint carbon steel surf aces with two coats of AMERCOAT 235 (previously DEV OE 235) paint conforming to MIL-PRF-23236. The first coat shall be red or alternate color applied to a dry film thi ckness (DFT) of 4 mils (min).

The top coat shall be black applied to a DFT of 4 m ils (min). DO NOT PAINT STAINLESS STEEL SURFACES.

NOTES CONTINUED ON SHEET 2

2370A0000238

/S/ RYAN KNIGHT

/S/ TERRI-ANN BERNIER

/S/ TIM MCKEE

/S/ BRENDAN GOODWIN

/S/ ANDREW MUNYAN

47814 37933 46030 50060 40908

02/25/2016

02/25/2016 02/25/2016 02/25/2016 02/25/2016

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 2 of 101

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AS SHOWN ORIG

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Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

SCALE REV.

D W

G . N

O

T

IT

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R

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H E

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RF #

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GENERAL NOTES (CONTINUED)

8. ASSEMBLY OF BOLTED JOINTS:

A. Ensure joint surfaces that will become inaccessi ble upon assembly of the bolted joint are coated pe r painting note 7 prior to assembly of the joint.

B. Joints that do not specify the use of Direct Ten sion Indicating (DTI) washers may be assembled “snu g tight”. Snug tight condition is defined as the tightness attained eith er by a few impacts of an impact wrench or the full effort of a worker with an ordinary spud wrench that brings the connected plys in firm contact.

C. Bolted fasteners can be oriented as shown in the drawing or may be turned 180 degrees from shown to facilitate assembly of the bolted joints.

D. Where DTI washers are specified, assemble the jo int as follows:

DTI INSTALLATION PROCEDURE:

1) Install the Direct Tension Indicator (DTI) washe r such that the bumps of the DTI bear against the u nderside of the bolt head. On the nut side of the bolt, ensure an ASTM F436 washer is installed to ensure that the nut has a sufficiently hard surface to turn on. To reduce the torque necessary for the compression of the DTI’s, lubrication of t he threads and turning surfaces is recommended.

2) Do not grind the DTI bumps down by turning the b olt head against the DTI washer. Turn the nut to p rovide the required bolt tension.

3) Snug an array of bolts before final tightening. Don’t fully compress the DTI washer on the snug (f irst) pass. On the final pass, compress the DTI washer from the most rigid p oint outward.

4) If impact wrenches are used, final DTI washer co mpression should take less than 10 seconds. Choose a wrench with sufficient capacity (size, air pressure, condition) to do this. Other types of wrenches are also acce ptable, such as electric or hydraulic, but if they are non-impacting, ignore the “10 second rule”.

5) Minimize use of feeler gage during joint assembl y. Judge the DTI washer gap closure mainly by eye. A completely flattened DTI is acceptable when using ASTM A325 bo lts. The typical gap range for uncoated DTI’s is 0 .015”. Ensure the DTI washer gap does not exceed 0.015” when compress ed in the final pass.

9. LOAD TEST AND NDT REQUIREMENTS:

a. Install hoist rings in the three lugs (PC# 041) and tighten to manufacturers specifications.

b. Attach approximately 12,650 pounds of weight to the assembled stand. The total weight of the stand and additional weight should be

27,000 pounds (+1,350 pounds, – 0 pounds). Adjust additional weight as necessary to achieve the weig ht. If attaching weight is not feasible, see note 9d as an option.

c. Attach shackles and pendants or grommets to the hoist rings. When assembled and stretched, the pen dants or grommets should be at an angle of approximately 60 degrees to horizont al (30 degrees to vertical). L ift the stand (with the attached weights) and hold for a minimum of 10 minutes.

d. If using additional weight is not feasible, the fabricator may restrain the stand from movement and pull on the three lugs together with the required 27,000 pounds (+1,350 lbs, – 0 lbs) an d hold for 10 minutes minimum. The angle of pull o n the lugs shall be approximately 60 degrees from horizontal (30 degree s from vertical).

e. After the load test, remove the hoist rings and inspect the lugs and lug attachment welds for signs of deformation, cracks, or damage that may effect the lifting capacity of the lug.

f. PT (liquid dye penetrant) inspect all accessible surfaces of the lug (PC# 041) and the lug attachme nt welds (See Section View 21B) per NAVSEA Technical Publication T9074-AS-GIB-010/271. Use acceptance criteria of MIL-STD-2035, class 3 f or welds and class 1 for the lug material.

g. Inspect the hoist ring holes in each lug using a 1-1/4”-7 UNC-2B GO / NO GO gage to verify acceptab ility of the threads.

h. Provide written documentation that the above loa d test and NDT requirements were satisfactorily per formed.

i. Stamp the following information in the deck plat e near each of the lift lugs using ½” (minimum) let tering:

Lift Point

DWG 2370A0000238

GPS Capacity (3 point pick): 18,000 lbs Test Date: MM-DD-YYYY (Enter) Periodic Test: Not Required

10. RUBBER:

a. Rubber can be secured to steel surfaces using 3M #9731 Double-back Tape (APL #247), SCOTCH GRIP #13 57, or alternate adhesive product suitable for gluing rubber to steel (Contac t Portsmouth Naval Shipyard if not using SCOTCH GRI P #1357).

b. Possible sources for red silicone rubber are Sil oxane Technologies or Triangle Rubber Company.

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 3 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

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2370A0000238 RF-2200

12C 12C

11C 11C

ELEVATION VIEW 12A (15A)

ESS STAND ASSEMBLY

ELEVATION VIEW 15A (3A)

ESS STAND ASSEMBLY

PLAN VIEW 15C (15A)

ESS STAND ASSEMBLY SECTION VIEW 12C (12A)

ESS STAND LOWER PLATFORM

1.75

TYP EACH END

OF UPPER DECK

4.50

TYP EACH

STUD PAIR

4.50

SYMMETRY

ABOUT CL

50.004.50 REF

100100

SEE NOTE 6.A.

2.765 TYP

UPPER TOOL RACK ASSEMBLY

SEE SHEET 17

LOWER TOOL RACK ASSEMBLY

SEE SHEET 17

UPPER TOOL RACK ASSEMBLY

SEE SHEET 17

BRACE WELDMENT, REAR

SEE SHEET 14

BRACE WELDMENT, FRONT

SEE SHEET 14

HANDRAIL WELDMENT

SEE VIEW 60A

FOLD-DOWN PLATFORMS

SEE SHEET 11 & 12

107 120 111 120

109120

TYP

TYP

TYP

FOLD-DOWN PLATFORM

SEE SHEET 11 & 12

I-BEAM ASSEMBLY

SEE SHEET 10

121 121139

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 4 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

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2370A0000238 RF-2200

44.6406.000

21.38

22.50

5 SPACES

@ 4.50

28.500

10.50 ±.06

� 0.015 A

FOUR PADS5.183

6.151

2.250

28.500

17A

17A SECTION 17A-17A

1.255� REF

.812� REF

� .031

A

.375 REF

PLAN VIEW 20C (15A)

UPPER DECK WELDMENT MACHINED

( WELDMENT VIEW 25C )

ELEVATION VIEW 20A (20C) SECTION VIEW 17A (20A)

ELEVATION VIEW 18C (20C)

PLAN VIEW 16C (18C)

UPPER DECK WELDMENT MACHINED

( WELDMENT VIEW 25C )

UPPER DECK WELDMENT MACHINED

( WELDMENT VIEW 25C )

UPPER DECK WELDMENT MACHINED

( WELDMENT VIEW 25C )

UPPER DECK WELDMENT MACHINED

( WELDMENT VIEW 25C )

� .812 +.015

-.000 THRU

� 1.255 +.010 / -.000 � .375 +.031 / -.000 � � .031 A B C � .031 B

B

C

� .812 +.015

-.000 THRU

� � .031 � A B C � .031 B

48 PLACES2 PLACES

� 2.062 +.015

-.000 THRU

� � .031 � A B C

THRU FOUR PLATES

2 PLACES

37.140 6.000

38.346

4 PLACES

50.712

4 PLACES

15.000

4 PLACES

36.417

4 PLACES

3/4-10 UNC � THRU

8 PLACES

� � .031 A B C � .031 B

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 5 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

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2370A0000238 RF-2200

22C

22C

25A 25A

23A

23A

TYP1/4

1/4

TYP

G

TYP

G

TYP

G

TYP

22A 22A

TYP 1/4

1/4

00421B 21B

24A 24A

(1/8) 1/8

TYP 3/16

TYP (3/16)

(1/8)TYP (1/8) 042

6 PLACES

EQUALLY

SPACED

50.69

.38

21.11

21.11

47.64

40.14

11.00

11.00

29.78

3/8 3 PLCS

G

VT + PT

VT + PT

DECK PLATE

TO BEAMS1/4

TYP3/8

3/8 TYP3/8

3/8TYP 3/8

1/4TYP 1/4

1/4TYP 1/4

TYP 1/4

1/4TYP 1/4

TYP1/4

112.00

92.00

.89 TYP

TYP3/8

TYP3/8

25B 25B

.62

TYP 3/8

8.28

PLAN VIEW 25C (15A)

UPPER DECK WELDMENT

(MACHINED IN VIEW 20C) ELEVATION VIEW 23C (25C)

UPPER DECK WELDMENT

(MACHINED IN VIEW 20C)

SECTION VIEW 22C (23C)

UPPER DECK WELDMENT

(MACHINED IN VIEW 20C)

SECTION VIEW 21B (25C)

UPPER DECK WELDMENT

(MACHINED IN VIEW 20C)

SECTION VIEW 22A (25C)

UPPER DECK WELDMENT

(MACHINED IN VIEW 20C)

SECTION VIEW 23A (25C)

UPPER DECK WELDMENT

(MACHINED IN VIEW 20C)

SECTION VIEW 24A (25C)

UPPER DECK WELDMENT

(MACHINED IN VIEW 20C)

SECTION VIEW 25A (25C)

UPPER DECK WELDMENT

(MACHINED IN VIEW 20C)

SECTION VIEW 25B (25C)

UPPER DECK WELDMENT

(MACHINED IN VIEW 20C)

046 046

023 022 022

SEE NOTE 9

26.00 TYP

26.00 TYP

005010

5.51

2.75

017 010

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 6 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

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2370A0000238 RF-2200

3.000

2.750

22.500

5 SPACES @ 4.500

4.500

REF

6.110

12.421

5.625

5.625

PLAN VIEW 28D (28B)

LEG WELDMENT FL - MACHINING VIEW

ELEVATION VIEW 28B (12A)

LEG WELDMENT FL - MACHINING VIEW

PLAN VIEW 28A (28B)

LEG WELDMENT FL - MACHINING VIEW

ELEVATION VIEW 27B (28B)

LEG WELDMENT FL - MACHINING VIEW

29D 29D

1/4 3/4

3/8

1/4 1/4

1/4 1/4

1/4 1/4

3/8 3/8

3/8

.62

2.62

2.89

TYP

8.42 11.67

SECTION VIEW 29D (29B)

LEG WELDMENT FL

ELEVATION VIEW 30B (29B)

LEG WELDMENT FL

PLAN VIEW 29A (29B)

LEG WELDMENT FL

ELEVATION VIEW 29B (12A)

LEG WELDMENT FL

82.75

REF

14.062

2.375

30.625

21.000

1/2-13 UNC THRU

� .562 +.015

-.000 THRU

� � .060 � D E F

2 PLCS

D

82.25 ±.062

SEE NOTE 2.D.

E

0.25

0.06/12

A

0.25

0.06/12

B

� 0.12 C

� 0.12 A B

C

.750 +.062 -.000

� 0.031 D E

F

� 0.031 F

� 0.06 A

30.00

REF

15.61

REF

� � 0.031 D E F

3 PLCS.850

1.750

3.500

� .812 +.015

-.000 THRU

� .812 +.015

-.000 THRU

� � .031 � D E F

� 2.062 +.015

-.000 THRU

� � 0.031 � D E F

� � 0.031 � D E F

12 PLCS

8 PLCS

THRU 2 PLATES

ELEVATION VIEW 26B (27B)

LEG WELDMENT FL - MACHINING VIEW

001001

8.63

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 7 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

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2370A0000238 RF-2200

ELEVATION VIEW 34B (12A)

LEG WELDMENT FR

ELEVATION VIEW 33B (12A)

LEG WELDMENT FR - MACHINING VIEW

PLAN VIEW 33D (33B)

LEG WELDMENT FR - MACHINING VIEW

PLAN VIEW 33A (33B)

LEG WELDMENT FR - MACHINING VIEW

ELEVATION VIEW 32B (33B)

LEG WELDMENT FR - MACHINING VIEW

30.625

21.000 2.375

1.750

3.500

14.062

1/2-13 UNC THRU

� .562 +.015

-.000 THRU

34D 34D

PLAN VIEW 34A (34B)

LEG WELDMENT FR

30.00

REF

15.61

REF

82.75

REF

1/4 3/4

1/4 1/4

3/8 3/8

1/4 1/4

1/4 1/4

3/8

.62

3/88.42 11.67

ELEVATION VIEW 35B (34B)

LEG WELDMENT FR

SECTION VIEW 34D (34B)

LEG WELDMENT FR

2.62

2.89

TYP

� .06 A

0.25

0.06/12 � 0.25

0.06/12

A B

� 0.12 C

� 0.12 A B

C

5.625

5.625�

D E

� � 0.031 D E F

3 PLCS

.850

� � 0.031 � D E F

2 PLCS

� .812 +.015

-.000 THRU

� � 0.031 � D E F

8 PLCS

� .812 +.015

-.000 THRU

� � 0.031 � D E F

12 PLCS

� 2.062 +.015

-.000 THRU

� � 0.031 � D E F

THRU 2 PLATES

12.421

6.110

82.25 ±.062

SEE NOTE 2.D.

.75 +.062 -.000

� 0.031 D E

F

� 0.031 F

2.750

5.000

22.500

5 SPACES @ 4.500

8.63

ELEVATION VIEW 31B (32B)

LEG WELDMENT FR - MACHINING VIEW

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 8 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

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2370A0000238 RF-2200

ELEVATION VIEW 38B (12A)

LEG WELDMENT RL - MACHINING VIEW

6.110

14.60214.062

30.625

21.000

1/2-13 UNC THRU

3 PLCS

2.375

.850

1.750

3.500

� .562 +.015

-.000 THRU

� � .062 D E F

� 2.062 +.015

-.000 THRU

� � 0.031 � D E F

THRU 2 PLATES

22.500

5 SPACES @ 4.500

2.750

3.000

DE

� 0.031 D E

39D 39D

ELEVATION VIEW 39B (12A)

LEG WELDMENT RL

ELEVATION VIEW 40B (39B)

LEG WELDMENT RL

ELEVATION VIEW 39A (39B)

LEG WELDMENT RL

SECTION VIEW 39D (39B)

LEG WELDMENT RL

0.25

0.06/12

A

0.25

0.06/12

B

82.75

9.60

1/4 1/4

1/4 1/4

3/8 3/8

3/8 3/8

3/8

3/8

1/4 3/4

� 0.12 A B

C

� 0.12 C

13.85

010 018

.62

.89

2.62

2.89

� 0.06 A

8.63

82.25 ±.062

SEE NOTE 2.D.

.75 +.062 -.000

PLAN VIEW 38A (38B)

LEG WELDMENT RL - MACHINING VIEW

PLAN VIEW 38D (38B)

LEG WELDMENT RL - MACHINING VIEW

ELEVATION VIEW 37B (38B)

LEG WELDMENT RL - MACHINING VIEW

ELEVATION VIEW 36B (37B)

LEG WELDMENT RL - MACHINING VIEW

8.75

19.375

6.46

6.46

6.220

� .562 +.015 -.000

THRU FIRST FLANGE

8 PLCS

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 9 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

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2370A0000238 RF-2200

19.375

8.75

6.46

6.46

6.110

14.602

3.50

1.75

14.062

2.65

3.000

ELEVATION VIEW 43B (12A)

LEG WELDMENT RR - MACHINING VIEW

PLAN VIEW 43A (43B)

LEG WELDMENT RR - MACHINING VIEW

ELEVATION VIEW 42B (43B)

LEG WELDMENT RR - MACHINING VIEW

PLAN VIEW 43D (43B)

LEG WELDMENT RR - MACHINING VIEW

44D 44D

30.625

21.00

.75

� .562 +.015 -.000

1/2-13 UNC THRU

3 PLCS

2.375

� .562 +.015

-.000 THRU

2 PLCS

� 2.062 +.015

-.000 THRU

� � 0.031 � D E F

THRU 2 PLATES

22.500

5 SPACES @ 4.500

2.750

� 0.031 D E

� 0.031 F

0.25

0.06/12

A

0.25

0.06/12

B

6.220

1/4 3/4

1/4 1/4

1/4 1/4

1/4 1/4

3/8

3/8 3/8 3/8

� 0.12 A B

� 0.12 C

C

TYP

� 0.06 A

011046

2.62

2.89

30.00

REF

15.61

REF

9.60 13.85

82.75

REF

8.63

.75 +.062 -.000

82.25 ±.062

SEE NOTE 2.D.

ELEVATION VIEW 41B (42B)

LEG WELDMENT RR - MACHINING VIEW

ELEVATION VIEW 44B (12A)

LEG WELDMENT RR

PLAN VIEW 44A (44B)

LEG WELDMENT RR

PLAN VIEW 44D (44B)

LEG WELDMENT RR

ELEVATION VIEW 45B (44B)

LEG WELDMENT RR

� .562 +.015 -.000

THRU FIRST FLANGE

8 PLCS

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 10 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

SCALE REV.

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2370A0000238 RF-2200

PLAN VIEW 50C (15A)

I-BEAM ASSEMBLY

ELEVATION VIEW 46C (50C)

I-BEAM ASSEMBLY

34.50 4 PLCS

52.50 4 PLCS

1/4 8 PLCS1/4

134133

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 11 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

SCALE REV.

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2370A0000238 RF-2200

27.50

47.75

70.00

48.75 REF

18.75

55A

55A

SECTION 55A-55A

TYP .25

PLAN VIEW 54B (54D)

LOWER PLATFORM WELDMENT RH

TYP .25

TYP ANGLE

TO ANGLE

CONNECTION .12 (.12)

53A 53A

SECTION 53A-53A

52A

52A

SECTION 52A-52A

6.25

2 PLCS

12.50

2 PLCS

.25 TYP.25

.25TYP .25

.19TYP .19

.19 TYP ANGLE

TO DECK PLATE

CONNECTION.25 (.19)

.19

3-10 3-10

.12 (.19) TYP.19

.12 (.19)TYP ANGLE

TO ANGLE

CONNECTION .19

.19TYP ANGLE

TO ANGLE

CONNECTION .19

.19 TYP.19

COUNTER-WEIGHT

WELDMENT. SEE

VIEW 64D.

7.00

2 PLCS

1.88

2 PLCS

16.00

.19 TYP ANGLE

TO ANGLE

CONNECTION.19

.25

105.00 REF

1.75

47.50 REF

ELEVATION VIEW 54D (12C)

LOWER PLATFORM WELDMENT RH

ELEVATION VIEW 51D (54D)

LOWER PLATFORM WELDMENT RH

ISO VIEW 51B (54B)

LOWER PLATFORM WELDMENT RH

� 0.06 A

0.125

0.06/12 x 12

A

37.00 REF

1.88 REF

COUNTER-WEIGHT WELDMENT

SEE VIEW 64D

COUNTER-WEIGHT WELDMENT

SEE VIEW 64D

COUNTER-WEIGHT WELDMENT

SEE VIEW 64D

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 12 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

SCALE REV.

D W

G . N

O

T

IT

LE

R

E V

S

H E

E T

RF #

D

C

B

A

2370A0000238 RF-2200

ELEVATION VIEW 59D (12C)

LOWER PLATFORM WELDMENT LH

PLAN VIEW 59B (59D)

LOWER PLATFORM WELDMENT LH

ELEVATION VIEW 56D (59D)

LOWER PLATFORM WELDMENT LH

35.00

57.25

77.50

56.25 REF

105.00 REF

20.25

16.00

6.25

2 PLCS

12.50

2 PLCS

55A

55A

52A

52A

53A 53A

ISO VIEW 56B (59D)

LOWER PLATFORM WELDMENT LH

1.75

47.50 REF

.25

0.125

0.06/12 x 12

A

� 0.06 A

7.00

2 PLCS

1.88

2 PLCS

COUNTER-WEIGHT WELDMENT

SEE VIEW 64D

COUNTER-WEIGHT WELDMENT

SEE VIEW 64D

COUNTER-WEIGHT WELDMENT

SEE VIEW 64D

065054

054 054

83.00

PLAN VIEW 60A (15A)

HANDRAIL WELDMENT

TYP1/8

1/8 TYP1/8

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 13 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

SCALE REV.

D W

G . N

O

T

IT

LE

R

E V

S

H E

E T

RF #

D

C

B

A

2370A0000238 RF-2200

.25

.25

TYP LAPPED

BALLAST

PLATES (.19) 3-10

.25 3-10

.19 3-10

.19 3-10

.25 3-10

66.00 REF

5.75

.75 REF

5.75 REF

7.75

REF

8.50

REF

.25 BOTH ENDS.19 (.25)

62B 62B

SECTION 62B-62B

62A

62A SECTION 62A-62A

TYP.19 (.25)

.19

TYP .25 (.25)

TYP .25

TYP.25

TYP.25

TYP.25

DETAIL VIEW 61B (62B)

BRACE WELDMENT END DETAIL

ELEVATION VIEW 64B (15A)

BRACE WELDMENT - FRONT

(SEE VIEW 68B FOR MACHINING VIEW)

76.28

� .06

� .06

PLAN VIEW 64A (64B)

ELEVATION VIEW 64D (54B)

COUNTER-WEIGHT WELDMENT

ELEVATION VIEW 61D (64D)

COUNTER-WEIGHT WELDMENT

ELEVATION VIEW 64C (64D)

COUNTER-WEIGHT WELDMENT

059061

060061058

030032

030020

020 021

021DETAIL 61B

BRACE WELDMENT - FRONT

(SEE VIEW 68B FOR MACHINING VIEW)

BRACE WELDMENT END DETAIL

BRACE WELDMENT END DETAIL

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 14 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

SCALE REV.

D W

G . N

O

T

IT

LE

R

E V

S

H E

E T

RF #

D

C

B

A

2370A0000238 RF-2200

66D66D

1.06

REF

3.312 +.000 -.031

.06 X 45.0°.06 X 45.0°

76.280

71.478

A

A

B

C

C

� .031

� 2.062 +.015

-.000 THRU

� � 0.031 � A B C

� 2.062 +.015

-.000 THRU

� � 0.031 � A B C

BOTH ENDS

BOTH ENDS

66D66D

62A

62A 62B 62B

ELEVATION VIEW 68B (15A)

BRACE WELDMENT - FRONT

MACHINING VIEW

(SEE VIEW 64B FOR WELDMENT VIEW)

ELEVATION VIEW 68A (15A)

BRACE WELDMENT - REAR

MACHINING VIEW

(SEE VIEW 69C FOR WELDMENT VIEW)

ELEVATION VIEW 69D (68A)

BRACE WELDMENT - REAR

PLAN VIEW 69C (69D)

BRACE WELDMENT - REAR

(SEE VIEW 68A FOR MACHINING)

BRACE WELDMENT END MACHINING DETAIL

SECTION VIEW 66D (68A & 68B)

032020

032 020

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 15 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

SCALE REV.

D W

G . N

O

T

IT

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R

E V

S

H E

E T

RF #

D

C

B

A

2370A0000238 RF-2200

078 083

NO WELD HERE

NO WELD HERE

3 SIDES1/4

3 SIDES 1/4

3/16 3/16

3/16

3/16 TYP

(1/8) TYP3/16

NO WELD HERE

TYP1/8

A

� 0.12 A

0.25

0.06 / 4X4

.38

.38

.38

8.22 +.062 -.000

PLAN VIEW 73D (15A)

TOOL RACK WELDMENT

ELEVATION VIEW 73B (73D)

TOOL RACK WELDMENT

ELEVATION VIEW 71C (73D)

TOOL RACK WELDMENT

9.75

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 16 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

SCALE REV.

D W

G . N

O

T

IT

LE

R

E V

S

H E

E T

RF #

D

C

B

A

2370A0000238 RF-2200

32.25 REF

9.50

REF

1/8 TYP(1/8)

79D

79D

TYP 1/8

BOND RUBBER

TO STEEL DONUT

USING ADHESIVE

SEE NOTE 10

4.88

11.50 11.50

13.00

REF

076076

80A

80A

11.50 11.50

31.50 REF

4.38

1/8

1/8TYP

1/83 SIDES

TYP (1/8)

1/8

1/82 PLCS

8.75

REF

11.00

REF

BOND RUBBER

TO STEEL

USING ADHESIVE

SEE NOTE 10

088 088

.19 X 45.0°

MACHINE AFTER

WELDING

PLAN VIEW 80D (15A)

TOOL COLUMN SUPPORT

ELEVATION VIEW 80C (80D)

TOOL COLUMN SUPPORT

SECTION VIEW 79D (80D)

TOOL COLUMN SUPPORT

PLAN VIEW 80B (15A)

TOOL COLUMN SUPPORT INSERT

ELEVATION VIEW 79B (80B)

TOOL COLUMN SUPPORT INSERT

SECTION VIEW 80A (80B)

TOOL COLUMN SUPPORT INSERT

4.88

TYP (1/8) TYP FOR

PC# 90, 91, & 921/8

78D

78D

(1/8) TYP FOR

PC# 891/8

1/4 (1/4) TYP FOR

PC# 901/8

090092091

089090

ELEVATION VIEW 77C (77D)

UPPER TOOL RACK WELDMENT

PLAN VIEW 77D (15A)

UPPER TOOL RACK WELDMENT

SECTION VIEW 78D (77D)

UPPER TOOL RACK WELDMENT

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 17 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

SCALE REV.

D W

G . N

O

T

IT

LE

R

E V

S

H E

E T

RF #

D

C

B

A

2370A0000238 RF-2200

ISOMETRIC VIEW 82B (15A)

UPPER TOOL RACK ASSEMBLY

ISOMETRIC VIEW 85A (15A)

LOWER TOOL RACK ASSEMBLY

ISOMETRIC VIEW 83A (15A)

LOWER TOOL RACK ASSEMBLY

81D

81D

4.88

BOND RUBBER

TO STEEL DONUT

USING ADHESIVE

SEE NOTE 10

TYP 1/8

SECTION VIEW 83D (82D)

SMALL TOOL COLUMN SUPPORT

PLAN VIEW 84D (15A)

SMALL TOOL COLUMN SUPPORT

9.50

REF

10.00 REF

1/8 TYP(1/8)

4.88

13.00

REF

ELEVATION VIEW 84C (84D)

SMALL TOOL COLUMN SUPPORT

A

A

11.00

REF

8.75

REF

.19 X 45.0°

MACHINE

AFTER WELDING

4.37

9.25 REF

BOND RUBBER

TO STEEL

USING ADHESIVE

SEE NOTE 10

1/83 SIDES

TYP (1/8)

SECTION VIEW 82C (82D)

SMALL TOOL COLUMN SUPPORT

PLAN VIEW 82D (15A)

SMALL TOOL COLUMN SUPPORT

ELEVATION VIEW 81D (82D)

SMALL TOOL COLUMN SUPPORT

126 127127 115

138126 127127

115126 127127

138126 127 127132

TOOL COLUMN SUPPORT

SEE SHEET 16

SMALL TOOL COLUMN SUPPORT

SEE SHEET 17

127127115

114 114 113

B

A

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 18 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng

S ta nd

D 2W

A

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

SCALE REV.

D W

G . N

O

T

IT

LE

R

E V

S

H E

E T

RF #

D

C

B

A

2370A0000238 RF-2200

121 117 119122

110120120107

ISOMETRIC VIEW 89A (15A)

STAND ASSEMBLY

ISOMETRIC VIEW 87B (15A)

STAND ASSEMBLY

098098 104

007121119

TYP

TYP 109 102

142 141

110 120 120 107

A

B

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 19 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

80.75

8.22 REF

8.75 REF

92.00

8.22 REF

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 20 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

.56 X 45.0° TYP

87.27

87.27 REF

3.88 TYP

.81 TYP

8.22 REF

8.75 REF

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 21 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

.56 X 45.0° TYP

3.88 TYP

.81 TYP

83.27 REF

83.27

8.75 REF

8.22 REF

005 005

A A

B B

C C

D D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 22 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m e nt

S er vi ci ng S ta nd

D

W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

� 1.945 ±.005

1.00 +.000 -.015

1.62

2.000

3.250

1.000�

R 1.00 R .25

1.00

2 PLCS.375

.349

1.250 ±.005 .06 X 45.0°

3/4-10 UNC

1.25

R .06

2 PLCS

R .06

� .005 A

AB

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 23 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

16.38

7.12

.75

008 008

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 24 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

16.38

5.50

.75

R 2.50 R 2.50 009

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 25 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

28.00

10.00

1.00

010 010

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 26 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

14.00

14.00

1.00

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 27 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

7.12

3.06

.75013

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 28 of 101

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AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

13.25

.50

2.00

R 2.50

.75

014 014

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 29 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

11.75

.50 2.00

R 2.50

.75

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 30 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

21.00 21.00

111.00

14.50

91.00

� 30.00

1.00

STOCK

14.50

� 4.00

3 PLCS

59.25

45.50

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 31 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

6.75

1.25

.75

017 017

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 32 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

17.25

.5024.00R .75

3 PLCS

2.00 R 1.00

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 33 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

2.00

24.00

17.25

.75

STOCK

R 1.00 27.31 REF

8.22

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 34 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

8.50

4.75

� 3.00

.75

R 2.38

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 35 of 101

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AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

3.00

1.59

.25021

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 36 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

4.56

7.12

.75

11.31 .50 X 45.0°

2 PLCS

R .50 .81

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 37 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

91.25

.50

8.75

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 38 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMOUTH NAVAL SHIPYARD

CODE 2370 - NUCLEAR REFUELING

ENGINEERING DIVISION

DRAWING NO.

TITLE

REV.

R E

V

D W

G . N

O

S H

E E

T

6.00 TYP

71.28

59.28 REF

4.00

4.00030

.50 TYP

.25B

C

D

A

B

C

D

Decimals:

X.X = ±

X.XX= ±0.06

X.XXX = ±0.031

X.XXXX = ±0.0005

Fractions = ±1/16 Angles = ±°

Sheet 39 of 101

�������� AB�CD�E��FAB ���A�A���

AS SHOWN ORIG

O R

IG

E qu ip m en t S er vi ci ng S ta nd

D

2W

A

2370A0000238 RF-2200

Unless otherwise specified, dimensions are in inches.

Drawing dimensional and geometric tolerances per ASME Y14.5M-1994

SCALE

T

IT

LE

RF#

NO DEVIATIONS SHALL BE MADE

WITHOUT CODE 2370 APPROVAL

PORTSMO…