(UNCLASS-DISTR C)_C24543003 Rev A_CLB Class DP2.3.X Nut Cap Attachment Fastener_SIGNED SEA05P3.pdf

LIST OF MATERIAL

REMARKS

MASS, LBS

NOM

PART / SPEC NOCAGEMATERIAL SPECMATERIALDESCRIPTIONQTYITEM

C/O ITEMS 1 AND 21.10 VARIOUSSKT HD CAP SCREW, 1 -8 UNC -2A X 2.75 LG,

SELF-LOCKING ASSEMBLY

1C24543003

SEE NOTES 206 AND 2071.10 QQ-N-286GNI-CU-AL SKT HD CAP SCREW, 1 -8 UNC -2A X 2.75 LG11

MIL-DTL-18240, TYPE N, NATURAL, UNFILLED, WEAR

RESISTANT, DUPONT ZYTEL 42A OR EQUIVALENT

NYLON RODDIA 0.22 NOM PELLET12

A A

B B

C C

D D

UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED

UNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIED

SHEET

CONTRACTOR DWG NO

C24543003

SCALE

REV

A

NAVSEA DWG NO

WBS

SIZE CAGE NO

D 06BZ4

TITLE

DP2.3.X NUT CAP ATTACHMENT

FASTENER

DEPARTMENT OF THE NAVY

NAVAL SEA SYSTEMS COMMAND

WASHINGTON, DC 20362-5101

PROPULSOR TECHNOLOGY INC.

SPRINGFIELD, VA 22151

CAGE: 06BZ4, WWW.PROPULSOR.COM

ENGINEER

CHECKER

DESIGNER DATE

DATE

DATE

M. KOEHLER

7/1/2019

8/13/2019

8/21/2019

M. DELANEY

M. KOEHLER

CONTRACT NO

N00178-12-D-7017

APPVL CAT PROD STRUCT LVL

NEXT ASSEMBLY

COLUMBIA CLASS

NA 4

CAD USER TEMPLATE INSTRUCTIONS:

1. CLASSIFICATION: DRAWINGS CAN BE: 1) CONFIDENTIAL -

DISTRO D, 2) FOUO-DISTRO D, OR 3) DISTRO C. THE SHEET

BORDER CAN BE UPDATED BY EDITING THE "AUTHORITY" FIELD

TEXT TO REFLECT "CONFIDENTIAL", "FOR OFFICIAL USE ONLY",

OR BLANK. IF CLASSIFIED, ADD THE SECURITY MARKING SYMBOL,

AND SELECT THE SECURE CLASSIFIED DESTRUCTION NOTICE.

2. DISTRIBUTION: SELECT THE THE APPROPRIATE

"DISTRIBUTION" SKETCHED SYMBOL IF OTHER THAN DISTRO D.

3. CONTRACTOR DWG VS NAVSEA DWG: DWG'S MUST BE ONE

OR THE OTHER. IF A NAVSEA DWG NO. (AND WBS) IS SHOWN

THEN THE CONTRACTOR DWG NO. SHOULD BE HIDDEN (AND VICE

VERSA). CURRENTLY SET UP FOR CONTRACTOR DWG NUMBER.

FOR NAVSEA DWG'S THE CAGE NO IS 53711, AND FOR PTI DWG'S

THE CAGE NO IS 06BZ4.

4. VIEW TITLES SHOULD HAVE TEXT HEIGHT OF 0.25 INCHES

(LABEL TEXT STYLE) AND UNDERLINED. VIEW TITLE NOTES STAY

ON THE DEFAULT "NOTE TEXT" STYLE. DECREASE SCALE FACTOR

ANNOTATION TO .18 HT. FONT SHOULD ALWAYS BE TAHOMA,

EXCEPT IN CASES WHERE SPACE IS VERY TIGHT AND THEN

ARIEL-NARROW MAY BE SELECTED.

5. INVENTOR FIELD TEXT ENTRIES MAP INTO THE TITLE BLOCK

ENTRIES AS FOLLOWS:

<Part Number> = PTI Dwg No.

<Stock Number> = NAVSEA Dwg. No.

<Subject> = WBS (this is usually 245 for Navy, blank for PTI)

<Category> = CAGE Code (53711 for Navy, 06BZ4 for PTI)

<Authority> = Classification (CONFIDENTIAL, FOR OFFICIAL

USE ONLY, or (BLANK))

<Project> = Contract No.

<Checked Date> = Check Date (duh) but ALSO gets filled into the

Distribution Statement.

<Custom: CLB or VA> = Ship Class (typically COLUMBIA or

VIRGINIA, but could be LOS ANGELES, ETC.)

6. NAVSEA Approved formatting has already been preset for the

Notes, LOM, Rev Block, Reference List, I-Point Summary Table, and

TOC. Do not change these without Navy approval.

2 DP2.3.X NUT CAP KIT 06BZ4 C24543000

1 FASTENER PAINT 96169 P245F0000

REFERENCES

NO TITLE CAGE NO

CONTR/VENDOR DOC

NAVSEA DOC

REVISIONS

REV ZONE DESCRIPTION

A ALL INITIAL RELEASE.

ISO VIEW - NUT CAP ATTACHMENT

FASTENER

NONE

DESTRUCTION NOTICE:

DESTROY BY ANY METHOD THAT WILL PREVENT DISCLOSURE OF CONTENTS OR

RECONSTRUCTION OF THE DOCUMENT.

DIGITAL SIGNATURES

CONTRACTOR APPROVAL APPROVAL FOR NAVSEA 05P3

C24543000

TABLE OF CONTENTS

SHEET NO DESCRIPTION

COVER PAGE; SIGNATURES; LM; 3D VIEW; REFERENCES; TABLES OF

DATUMS, I-POINTS & INSPECTIONS

2 NOTES

3 NOTES

4 FASTENER DETAILS

DISTRIBUTION STATEMENT C

DISTRIBUTION AUTHORIZED TO U.S. GOVERNMENT AGENCIES AND THEIR CONTRACTORS,

ADMINISTRATIVE AND OPERATIONAL USE (8/13/2019). OTHER REQUESTS FOR THIS DOCUMENT

SHALL BE REFERRED TO NAVSEA 05P3.

INSPECTION POINT SUMMARY TABLE (SEE NOTE 301)

INSPECTION PT TYPE DESCRIPTION SHEET-ZONE

1 R DIMENSIONAL INSPECTIONS NOTE 303

2 R NON-DESTRUCTIVE TESTING NOTE 304

3 R PROOF LOAD TESTING NOTE 305

4 R BAR STOCK TESTING NOTE 306

5 R RECORD MARKINGS NOTE 501

TABLE 1, DIMENSIONS TO BE

INSPECTED (SEE NOTE 303.A)

GO GAGE MAX MATL

(FUNCTIONAL LIMIT)

KEY ENGAGEMENT

MIN MATL (PITCH DIAM)

UNDERHEAD LENGTH

HEAD HEIGHT UNDERHEAD FILLET RADIUS

HEAD DIAMETER STRAIGHTNESS

HEX SOCKET SIZE PELLET LOCATION

TABLE 2, SAMPLING SCHEME

INSPECTIONS/TESTS

SAMPLE REQT

(TABLE 3)

DIMENSIONAL PLAN A

PROOF LOAD PLAN B

NON-DESTRUCTIVE ALL

TABLE 3, SAMPLE SIZES

LOT SIZE

SAMPLE

PLAN A

SAMPLE

PLAN B

2 TO 3 ALL 1

4 TO 15 3 2

16 TO 90 5 2

91 TO 150 8 3

151 TO 500 9 3

501 TO 1200 9 5

1201 TO 10,000

9 5

10,001 TO 35,000

10 5

35,001 TO 250,000

10 8

TABLE 4, MECHANICAL

PROPERTIES (SEE NOTE 306)

ULTIMATE STRENGTH 130 - 180 KSI

MINIMUM YIELD STRENGTH 85 KSI

ROCKWELL HARDNESS 24 - 35 HRC

ITEM 1

ITEM 2

A A

B B

C C

D D

UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED

UNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIED

SHEETCONTRACTOR DWG NO

C24543003

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GENERAL REQUIREMENT NOTES:

1. THE PURPOSE OF THIS DRAWING IS TO PROVIDE MANUFACTURING INSTRUCTIONS FOR A FASTENER SUITABLE FOR ATTACHMENT OF CLB

CLASS NUT CAP.

2. GEOMETRY SHOWN ON THIS DRAWING IS AVAILABLE IN MULTIPLE 3D CAD FORMATS WHICH ARE EMBEDDED WITHIN THE PDF VERSION:

“UNCLASS DISTR C C24543003-1A NUT CAP ATTACHMENT SCREW.STP”, “UNCLASS DISTR C C24543003-2A NUT CAP ATTACHMENT

SCREW.IGS”, “UNCLASS DISTR C C24543003-3A NUT CAP ATTACHMENT SCREW.X_T”. USE OF THESE FILES IS SOLELY AT VENDOR

DISCRETION AND SHALL IN NO WAY REDUCE THE VENDOR’S RESPONSIBILITY TO MEET ALL REQUIREMENTS OF THIS DRAWING.

3. THIS DRAWING IS TO BE INTERPRETED IN ACCORDANCE WITH ASME Y14.5-2009.

4. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN INCHES.

5. ABBREVIATIONS USED IN THE BODY OF AND NOTES OF THIS DRAWING ARE IN ACCORDANCE WITH ASME Y14.38-2007 EXCEPT AS

FOLLOWS: PT = PENETRANT TESTING, UT = ULTRASONIC TESTING, BTM = BOTTOM, FL = FLAT, HD = HEAD, BDC = BOTTOM DEAD

CENTER, M/F = MAKE FROM, TBA = TO BE ASSIGNED.

6. IN THE EVENT OF A CONFLICT BETWEEN THE TEXT OF THIS DRAWING AND THE REFERENCES CITED HEREIN, THE TEXT OF THIS

DRAWING TAKES PRECEDENCE. NOTHING IN THIS DRAWING SHALL SUPERSEDE APPLICABLE LAWS AND REGULATIONS UNLESS A SPECIFIC

EXEMPTION HAS BEEN OBTAINED.

7. QUANTITIES ARE GIVEN FOR ONE COMPONENT. DELIVERED QUANTITY SHALL BE PER THE ORDERING DOCUMENTS.

QUALITY ASSURANCE NOTES

101. THE VENDOR’S QUALITY SYSTEM SHALL MEET ISO 9001:2015 OR LATER EDITION. THE SUPPLIER MAY SUBSTITUTE AN ALTERNATIVE

INSPECTION SYSTEM SUBJECT TO APPROVAL BY NAVSEA 05P3. ISO 9001:2015 DOES NOT APPLY TO PUBLIC NAVY SHIPYARDS WHICH MUST

ADHERE TO NAVSEA TL855-AA-STD-010 (NAVAL SHIPYARD QUALITY PROGRAM MANUAL).

FABRICATION NOTES

201. UNLESS OTHERWISE NOTED:

A. EXTERNAL EDGES SHALL HAVE RADIUS OF R.01 - .03 OR HAVE CHAMFER .01 - .03 X 45° ± 10°.

B. INTERNAL CORNERS SHALL HAVE A RADIUS OF R.01 - .03.

202. SURFACE TEXTURE SYMBOLS ARE IN ACCORDANCE WITH ASME Y14.36-2018 AND SURFACE TEXTURE SHALL BE IN ACCORDANCE WITH

ASME B46.1-2009. SURFACE FINISH SHALL BE WITHIN MAXIMUM OF 125 Ra MICRO-INCHES UNLESS STATED OTHERWISE. SEE ALSO NOTE

203.

203. UNLESS OTHERWISE SPECIFIED, SURFACE ROUGHNESS SHALL NOT EXCEED 32 MICROINCHES RA ON SCREW THREADS.

204. THE THREADS SHALL BE CUT. HEADS SHALL BE FORMED BY MACHINING. POWDER METALLURGY PROCESSES AND ADDITIVE

MANUFACTURING PROCESSES ARE PROHIBITED. HEX SOCKET MAY BE MADE BY ELECTRICAL DISCHARGE MACHINING (EDM).

205. THREAD DESIGNATIONS HEREIN SHALL BE INTERPRETED IAW ASME Y14.6-2001. THE FASTENER THREADS SHALL MEET THE

DIMENSIONAL REQUIREMENTS OF ASME B1.1-2003. THREADS SHALL BE RIGHT HAND.

206. FASTENERS REFERENCING THIS NOTE SHALL BE MADE FROM MATERIAL THAT HAS BEEN SOLUTION ANNEALED AND AGE HARDENED IN

ACCORDANCE WITH QQ-N-286G. SLOW STRAIN RATE TESTING IS TO BE PERFORMED BY A NAVSEA-APPROVED SOURCE, AS SPECIFIED BY

THE CONTRACT.

207. FASTENERS REFERENCING THIS NOTE SHALL HAVE LOCKING PELLET PER MIL-DTL-18240 TYPE N, EXCEPT THAT SEATING TORQUE IN

TABLE II SHALL BE REDUCED TO 4900 INCH-POUNDS ±10%. PUBLIC US NAVY SHIPYARDS MAY INSTALL LOCKING PELLETS IN ACCORDANCE

WITH UIPI 5050-904 IN LIEU OF MIL-DTL-18240.

XX

XX R

XX S

XX R/S

XX G

INSPECTION, TOLERANCE, AND TEST NOTES

301. TOLERANCES OF INSPECTION POINTS (I-POINTS) REQUIRING EXPLICIT CERTIFICATION ARE DESIGNATED

WITH THE SYMBOL:

IF AN "R" ACCOMPANIES THE SYMBOL. IE

THEN INSPECTION SHALL PROVIDE ACTUAL MEASUREMENT.

IF AN "S" ACCOMPANIES THE SYMBOL. IE

THEN INSPECTION IS PERFORMED BY THE SHIPYARD.

IF AN "R/S" ACCOMPANIES THE SYMBOL. IE

THEN INSPECTION IS PERFORMED AND RECORDED AT THE SHIPYARD.

IF A "G" ACCOMPANIES THE SYMBOL. IE

THEN INSPECTION SHALL BE BY THE USE OF GAUGES.

OTHERWISE, THE TOLERANCE MAY BE DISPOSITIONED AS "OK". OUT OF TOLERANCE DIMENSIONS SHALL ALWAYS HAVE

MEASUREMENT OF ACTUAL CONDITION. WHERE AN I-POINT APPLIES TO MULTIPLE INSTANCES, EACH INSTANCE SHALL BE REPORTED

INDIVIDUALLY.

302. TOLERANCES ARE NOT CUMULATIVE. WHERE TWO OR MORE TOLERANCES CONFLICT THE CLOSER TOLERANCE SHALL GOVERN.

303. FASTENER DIMENSIONAL INSPECTION:

A. SEE TABLE 1 FOR THE FEATURES TO BE DIMENSIONALLY INSPECTED. INSPECTION QUANTITY SHALL BE DETERMINED BASED

ON TABLES 2 AND 3.

B. ACCEPTABILITY OF THE THREADS SHALL BE DETERMINED BASED UPON SYSTEM 22 OF ASME B1.3-2007. FASTENER THREAD

GAGES AND GAGING SHALL BE IN ACCORDANCE ASME WITH B1.2-1983.

304. FASTENER NON-DESTRUCTIVE TESTING: ALL FASTENERS SHALL UNDERGO FLUORESCENT PENETRANT INSPECTION (FPI) IN

THEIR FINAL CONDITION. FPI SHALL BE IN ACCORDANCE WITH ASTM E1417-16. EVALUATION SHALL BE IN ACCORDANCE WITH SAE

AS1177. NICKS, GOUGES, DENTS, AND SCRAPES ARE PERMITTED, PROVIDED THAT THE FUNCTIONALITY OF THE FASTENER IS NOT

IMPAIRED.

305. FASTENER PROOF LOAD TESTING: PROOF LOAD TESTS SHALL BE PERFORMED IN ACCORDANCE WITH ASTM F606-16, METHOD 1.

STANDARD MEASUREMENT EQUIPMENT SHALL BE USED IN PERFORMING LENGTH MEASUREMENTS TO DEMONSTRATE NO PERMANENT

ELONGATION OF THE FASTENER OCCURS. INSPECTION QUANTITY SHALL BE DETERMINED BASED ON TABLES 2 AND 3. TEST SAMPLES

SHALL BE PROOF LOADED TO 41,200 LBF. PROOF LOAD TESTED FASTENERS ARE ACCEPTABLE AS PART OF THE DELIVERY SET

PROVIDED THAT THE FASTENER MEETS THE REQUIREMENTS OF THIS DRAWING AFTER TESTING.

1 R

2 R

3 R

A A

B B

C C

D D

UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED

UNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIED

SHEETCONTRACTOR DWG NO

C24543003

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306. BAR STOCK HEAT/LOT ACCEPTANCE TESTING: FOR EACH UNIQUE HEAT/LOT OF BAR STOCK, ONE SAMPLE SHALL BE TAKEN FROM

EACH END (2 SAMPLES TOTAL) AND UNDERGO THE FOLLOWING TESTS:

A. VERIFY HARDNESS MEETS THE REQUIREMENTS DEFINED IN TABLE 4.

B. VERIFY MECHANICAL PROPERTIES MEET THE REQUIREMENTS DEFINED IN TABLE 4 BY TESTING A STANDARD 0.500 DIAMETER

SPECIMEN IN ACCORDANCE WITH ASTM E8-16A.

C. VERIFY THE CHEMICAL COMPOSITION MEETS THE REQUIREMENTS DEFINED IN TABLE 1 OF QQ-N-286G.

D. THE MICROSTRUCTURE SHALL BE EXAMINED IN ACCORDANCE WITH QQ-N-286G FOR THE PRESENCE OF DUPLEX GRAIN

STRUCTURE. NO DUPLEX GRAIN STRUCTURE AS DEFINED BY QQ-N-286G SHALL BE PERMITTED IN BAR STOCK WITH A DIAMETER OF 3.5

INCHES OR LESS.

307. ALL RECORDED INSPECTION DATA SHALL BE TEMPERATURE CORRECTED TO 68 DEG F.

308. THE MAXIMUM MEASUREMENT UNCERTAINTY FOR INSPECTION OF ANY FEATURE SHALL BE WITHIN 20% OF THE TOLERANCE OF

THE INSPECTED FEATURE.

309. A CERTIFICATION PACKAGE IS REQUIRED FOR ACCEPTANCE OF EACH LOT OF FASTENERS. A LOT IS DEFINED AS ITEMS FROM THE

SAME ORDER AND FROM THE SAME STARTING HEAT OF STOCK MATERIAL. ALL CERTIFICATIONS SHALL INCLUDE A MANUFACTURER'S

LOT NUMBER FOR TRACEABILITY; SHALL BE ON COMPANY LETTERHEAD; AND SHALL CONTAIN THE NAME, TITLE, AND SIGNATURE OF

THE CERTIFYING OFFICIAL. ONE COPY OF THE CERTIFICATION PACKAGE SHALL BE INCLUDED WITH THE SHIPMENT (SEALED IN

WATERPROOF PLASTIC) AND A SECOND COPY PROVIDED ELECTRONICALLY TO THE BUYER. THE CERTIFICATION PACKAGE SHALL

INCLUDE THE FOLLOWING:

A. MANUFACTURER'S NAME, CONTRACT NO., DATE OF COMPLETION, DWG NUMBER & REVISION, HEAT NUMBER.

B. CERTIFICATE OF CONFORMANCE TO ALL REQUIREMENTS OF THIS DRAWING OR THE APPLICABLE PROCUREMENT DOCUMENT.

C. COPY OF ALL MATERIAL CERTIFICATIONS (PER NOTES 206 & 306)

D. REPORT OF ALL I-POINTS IDENTIFIED ON THIS DRAWING.

E. LIST OF ALL APPLICABLE NAVSEA-APPROVED WAIVERS AND DEVIATIONS.

WELDING NOTES

401. WELD REPAIRS SHALL NOT BE PERFORMED WITHOUT WRITTEN APPROVAL FROM NAVSEA 05P3.

MARKING NOTES

501. EACH FASTENER SHALL BE MARKED AS FOLLOWS BY ENGRAVING METHOD TO SHOW THE FOLLOWING INFORMATION. MINIMUM

CHARACTER HEIGHT SHALL BE 0.07 INCHES AND DEPTH SHALL BE 0.003 TO 0.020 INCHES. ITEMS BELOW IN SQUARE BRACKETS

REQUIRE THE VENDOR TO FILL IN SPECIFIC INFORMATION. COMMAS AND ITEMS IN PARENTHESES BELOW ARE FOR

INFORMATION/CLARITY AND ARE NOT PART OF THE MARKINGS.

A. THE TOP OF FASTENER HEAD SHALL SHOW: [MFR SYMBOL], .K. (MATERIAL SYMBOL), LOT NO. [ACTUAL, TBA BY VENDOR PER

NOTE 309]

B. POINT END SHALL SHOW: C24543003 [DWG REV, ACTUAL], LOT NO. [ACTUAL, TBA BY VENDOR PER NOTE 309]

PRESERVATION AND PACKAGING NOTES

601. EACH FASTENER SHALL BE PREPARED AND PAINTED PER REF 1. PAINT SHALL BE FULLY CURED BEFORE PACKAGING.

602. EACH COMPLETED FASTENER SHALL BE COMPLETELY WRAPPED IN 3/32" THICK POLYETHYLENE FOAM SHEETING SECURED WITH

ADHESIVE TAPE. ALL FASTENERS FROM A LOT (AS DEFINED IN NOTE 309) SHALL BE CRATED TOGETHER IN REUSABLE SKID-BASE WOOD

CRATE(S) EQ TO ULINE.COM PN S-18247. EACH CRATE SHALL HAVE 1/8" THICK NEOPRENE RUBBER SHEETING ADHERED ON THE INNER

BOTTOM. BULK FILLER MATERIAL SHALL BE USED WITHIN THE CRATES TO PREVENT EXCESSIVE MOVEMENT DURING SHIPPING.

SECURE THE CLOSED CRATE(S) AROUND THE TOP WITH 2X 1/2" STEEL STRAPS (MIN 1200 LBS BREAKING STRENGTH EACH). STENCIL

THE DRAWING NO. AND "PROPERTY OF US NAVY" ON THE CRATE LID IN ADDITION TO ANY MARKINGS REQUIRED BY THE ORDERING

DOCUMENTS. IF THE FASTENERS WILL NOT BE SHIPPED PRIOR TO KIT ASSEMBLY PER REFERENCE 2, THEN CRATING SHALL NOT BE

REQUIRED.

5 R

4 R

A A

B B

C C

D D

UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED

UNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIEDUNCLASSIFIED

SHEETCONTRACTOR DWG NO

C24543003

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4 2 : 1

NUT CAP ATTACHMENT FASTENER

INSTALL LOCK PELLET PER NOTE 207

ALL DIMENSIONS FOR ITEM 1 SHALL BE IAW

ASME B18.3-2012 FOR HEX SOCKET CAP SCREWS

EXCEPT AS SPECIFICALLY DIMENSIONED AND

TOLERANCED HEREIN.

.082.020 THRU

2.44 MAX FULL OR

PARTIAL THD

1.75 MIN

FULL THD

2.75-.04 .00+

(1.50)

(.75)

HOLE SHALL BE FLAT BOTTOM

TO AVOID INTERSECTION WITH

VENT HOLE. DEPTH PER

MIL-DTL-18240 TYPE N.

.50 .04

(.22) SIZE HOLE FOR

PRESS FIT WITH ITEM 2

ITEM 1

1-8 UNC - 2A

.010

A (MAJ DIA)

.030A

ITEM 2

.005A

(1.002) PELLET HEIGHT

PER MIL-DTL-18240 TYPE N

(1.00)

(.07 X 45.0) CHAMFER

.22( ), SIZE PER

MIL-DTL-18240 TYPE N

ISO-10303-21;

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B_SPLINE_CURVE(2,(#1148,#1149,#1150,#1151,#1152),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,1.17809724509617,2.35619449019234),

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CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1161,#1162,#1163,#1164,#1165),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-2.35619449019234,-1.17809724509617,

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CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1166,#1167,#1168,#1169,#1170),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-2.35619449019234,-1.17809724509617,

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CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1175,#1176,#1177,#1178,#1179),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.128805298797182,0.193207948195772,

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CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1180,#1181,#1182,#1183,#1184),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,0.0644026493985908,0.128805298797182),

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CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1185,#1186,#1187,#1188,#1189),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,0.0644026493985908,0.128805298797182),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1190,#1191,#1192,#1193,#1194),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,0.0644026493985908,0.128805298797182),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1199,#1200,#1201,#1202,#1203),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-1.5707963267949,-0.785398163397448,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1204,#1205,#1206,#1207,#1208),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-1.5707963267949,-0.785398163397448,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1213,#1214,#1215,#1216,#1217),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,0.668530916683908,1.33706183336782),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1218,#1219,#1220,#1221,#1222),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(1.33706183336782,2.00559275005172,2.67412366673563), .UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1227,#1228,#1229),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(0.,1.11293542151922),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,1.15470053837925,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1236,#1237,#1238),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(0.,1.11293542151922),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,1.15470053837926,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1243,#1244,#1245),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(-0.556467710759609,0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,1.03795484930204,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1248,#1249,#1250),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(-1.11293542151922,-0.556467710759609),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,1.03795484930204,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1251,#1252,#1253),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(0.,1.11293542151922),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,1.15470053837925,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1258,#1259,#1260),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(0.,0.556467710759609),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,1.03795484930204,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1263,#1264,#1265),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(0.556467710759609,1.11293542151922),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,1.03795484930204,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1266,#1267,#1268),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,3),(0.,1.11293542151922),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,1.15470053837924,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1275,#1276,#1277,#1278,#1279),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,1.1702432634622,2.3404865269244),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1280,#1281,#1282,#1283,#1284),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(0.,1.1702432634622,2.3404865269244),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1289,#1290,#1291,#1292,#1293),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-0.838805238508475,0.,0.838805238508475),

.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186547,1.,0.707106781186547,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1309,#1310,#1311,#1312,#1313,#1314,#1315),

.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,2,3),(0.,0.172787595947439,0.345575191894877,

0.518362787842316),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.,0.707106781186547, 1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1342,#1343,#1344,#1345,#1346),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-0.691150383789754,-0.518362787842316,

-0.345575191894877),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1347,#1348,#1349,#1350,#1351),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-0.345575191894877,-0.172787595947439,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#398=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1352,#1353,#1354,#1355,#1356),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-0.691150383789754,-0.518362787842316,

-0.345575191894877),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

#399=(

BOUNDED_CURVE()

B_SPLINE_CURVE(2,(#1357,#1358,#1359,#1360,#1361),.UNSPECIFIED.,.F.,.F.)

B_SPLINE_CURVE_WITH_KNOTS((3,2,3),(-0.345575191894877,-0.172787595947439,

0.),.UNSPECIFIED.)

CURVE()

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_CURVE((1.,0.707106781186548,1.,0.707106781186548,1.))

REPRESENTATION_ITEM('')

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#442=VERTEX_POINT('',#1340);

#443=VERTEX_POINT('',#1341);

#444=PLANE('',#567);

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#452=PLANE('',#575);

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#454=PLANE('',#577);

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BOUNDED_SURFACE()

B_SPLINE_SURFACE(2,2,((#597,#598,#599,#600,#601,#602,#603,#604,#605),(#606,

#607,#608,#609,#610,#611,#612,#613,#614),(#615,#616,#617,#618,#619,#620, #621,#622,#623),(#624,#625,#626,#627,#628,#629,#630,#631,#632),(#633,#634, #635,#636,#637,#638,#639,#640,#641),(#642,#643,#644,#645,#646,#647,#648, #649,#650),(#651,#652,#653,#654,#655,#656,#657,#658,#659),(#660,#661,#662, #663,#664,#665,#666,#667,#668),(#669,#670,#671,#672,#673,#674,#675,#676, #677)),.UNSPECIFIED.,.T.,.F.,.F.)

B_SPLINE_SURFACE_WITH_KNOTS((3,2,2,2,3),(3,2,2,2,3),(0.,0.0534070751110265,

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GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_SURFACE(((1.,0.707106781186548,1.,0.707106781186548,1.,

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REPRESENTATION_ITEM('')

SURFACE()

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BOUNDED_SURFACE()

B_SPLINE_SURFACE(2,2,((#678,#679,#680,#681,#682,#683,#684,#685,#686),(#687,

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B_SPLINE_SURFACE_WITH_KNOTS((3,2,2,2,3),(3,2,2,2,3),(0.,0.0534070751110265,

0.106814150222053,0.160221225333079,0.213628300444106),(0.,0.838805238508475, 1.67761047701695,2.51641571552542,3.3552209540339),.UNSPECIFIED.)

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_SURFACE(((1.,0.707106781186548,1.,0.707106781186548,1.,

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REPRESENTATION_ITEM('')

SURFACE()

#458=(

BOUNDED_SURFACE()

B_SPLINE_SURFACE(1,2,((#759,#760,#761,#762,#763,#764,#765,#766,#767),(#768,

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B_SPLINE_SURFACE_WITH_KNOTS((2,2),(3,2,2,2,3),(0.,0.271048818897638),(0.,

1.5707963267949,3.14159265358979,4.71238898038469,6.28318530717959), .UNSPECIFIED.)

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_SURFACE(((1.,0.707106781186548,1.,0.707106781186548,1.,

0.707106781186548,1.,0.707106781186548,1.),(1.,0.707106781186548,1.,0.707106781186548, 1.,0.707106781186548,1.,0.707106781186548,1.)))

REPRESENTATION_ITEM('')

SURFACE()

#459=(

BOUNDED_SURFACE()

B_SPLINE_SURFACE(1,2,((#777,#778,#779,#780,#781,#782,#783,#784,#785),(#786,

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B_SPLINE_SURFACE_WITH_KNOTS((2,2),(3,2,2,2,3),(0.,0.271048818897638),(0.,

1.5707963267949,3.14159265358979,4.71238898038469,6.28318530717959), .UNSPECIFIED.)

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_SURFACE(((1.,0.707106781186548,1.,0.707106781186548,1.,

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REPRESENTATION_ITEM('')

SURFACE()

#460=(

BOUNDED_SURFACE()

B_SPLINE_SURFACE(2,1,((#796,#797),(#798,#799),(#800,#801),(#802,#803),(#804,

#805),(#806,#807),(#808,#809),(#810,#811),(#812,#813)),.UNSPECIFIED.,.T.,

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B_SPLINE_SURFACE_WITH_KNOTS((3,2,2,2,3),(2,2),(0.,1.5707963267949,3.14159265358979, 4.71238898038469,6.28318530717959),(0.,0.96207676306052),.UNSPECIFIED.)

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_SURFACE(((1.,1.),(0.707106781186548,0.707106781186548),

(1.,1.),(0.707106781186548,0.707106781186548),(1.,1.),(0.707106781186548, 0.707106781186548),(1.,1.),(0.707106781186548,0.707106781186548),(1.,1.)))

REPRESENTATION_ITEM('')

SURFACE()

#461=(

BOUNDED_SURFACE()

B_SPLINE_SURFACE(2,1,((#814,#815),(#816,#817),(#818,#819),(#820,#821),(#822,

#823),(#824,#825),(#826,#827),(#828,#829),(#830,#831)),.UNSPECIFIED.,.T.,

.F.,.F.)

B_SPLINE_SURFACE_WITH_KNOTS((3,2,2,2,3),(2,2),(0.,1.5707963267949,3.14159265358979, 4.71238898038469,6.28318530717959),(0.,0.96207676306052),.UNSPECIFIED.)

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_SURFACE(((1.,1.),(0.707106781186548,0.707106781186548),

(1.,1.),(0.707106781186548,0.707106781186548),(1.,1.),(0.707106781186548, 0.707106781186548),(1.,1.),(0.707106781186548,0.707106781186548),(1.,1.)))

REPRESENTATION_ITEM('')

SURFACE()

#462=(

BOUNDED_SURFACE()

B_SPLINE_SURFACE(2,1,((#833,#834),(#835,#836),(#837,#838),(#839,#840),(#841,

#842),(#843,#844),(#845,#846),(#847,#848),(#849,#850)),.UNSPECIFIED.,.T.,

.F.,.F.)

B_SPLINE_SURFACE_WITH_KNOTS((3,2,2,2,3),(2,2),(0.,1.5707963267949,3.14159265358979, 4.71238898038469,6.28318530717959),(0.,1.17573600597654),.UNSPECIFIED.)

GEOMETRIC_REPRESENTATION_ITEM()

RATIONAL_B_SPLINE_SURFACE(((1.,1.),(0.707106781186548,0.707106781186548),

(1.,1.),(0.707106781186548,0.707106781186548),(1.,1.),(0.707106781186548, 0.707106781186548),(1.,1.),(0.707106781186548,0.707106781186548),(1.,1.)))

REPRESENTATION_ITEM('')

SURFACE()

#463=(

BOUNDED_SURFACE()

B_SPLINE_SURFACE(2,1,((#851,#852),(#853,#854),(#855,#856),(#857,#858),(#859,

#860),(#861,#862),(#863,#864),(#865,#866),(#867,#868)),.UNSPECIFIED.,.T.,

.F.,.F.)

B_SPLINE_SURFACE_WITH_KNOTS((3,2,2,2,3),(2,2),(0.,1.5707963267949,…