seakeeper 5 installation guide · 2016-10-04 · flywheel spin axis gimbal axis centerline 220...

SEAKEEPER 5INSTALLATION GUIDE

TABLE OF CONTENTS

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OVERVIEW INSTALLATION METHOD DRAWING PAGE

Clearances -------- 3

New InstallationBOLT-IN METHOD 4

BOND-IN METHOD 9

REFIT INSTALLATION WITH CLEARANCE BETWEEN STRINGERS OF:

566 mm – 706 mm (22.29 in – 27.81 in)BOLT-IN METHOD 5

BOND-IN METHOD 10


BOND-IN METHOD 10


BOND-IN METHOD 10


BOND-IN METHOD 10

Greater Than 927 mm (36.50 in)BOLT-IN METHOD 4

BOND-IN METHOD 9

Longitudinal & Transverse LaminationBOLT-IN METHOD 11-12

BOND-IN METHOD 13-14

76 [3.00]

RECOMMENDED CLEARANCEAROUND GYRO (TYP.)

102[4.00]

102 [4.00]

SK 5

102 [4.00]

102[4.00]

(MIN. RECOMMENDED FOR REMOVAL OF COVER)

(MIN. RECOMMENDED FOR TOOL CLEARANCES, TYP.)

(THIS SIDE ONLY:MIN. CLEARANCE MAY BE REDUCED BYMOUNTING GLYCOL PUMP BOLTS TO INSIDEFRAME USING RIVET NUTS)

SK 5SK 5

VIEWS SHOWING RECOMMENDED CLEARANCE AROUND GYRO FORUSE OF HAND TOOLS, EASE OF MAINTENANCE, INSTALLATION AND

PROPER OPERATION. THESE APPLY TO BOLT-IN AND BOND-IN METHOD UNITS.

FOR INFORMATION ONLY TO ILLUSTRATE TYPICAL GYRO INSTALLATION

-NOT FOR DESIGN-PROPRIETARY AND CONFIDENTIAL

THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SEAKEEPER INCORPORATED. ANY RE-

PRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION

OF SEAKEEPER IS PROHIBITED.

Seakeeper Inc.44425 Pecan CourtSuite 151California, MD 20619

WEIGHT - LBS: NAME:

SEAKEEPER 5 SAMPLE FOUNDATION DESIGNMATERIAL: DRAWN:

RLKDATE:

22JUL2015ENG APPR:

JCDATE:

22JUL2015DWG NUMBER

90380

REV. NO.

1

SHEET NO.

3 OF 14PROD APPR: DATE:

SEAKEEPER (SELLER) MAKES NO WARRANTIES, EXPRESS OR IMPLIED, INCLUDING NO WARRANTY OF MERCHANTABILITY OR FITNESS FOR A SPECIFIC PURPOSE THAT THE GENERIC DRAWINGS OF VARIOUS INSTALLATION DESIGNS PROVIDED BY SEAKEEPER (SELLER) WILL BE APPROPRIATE FOR CUSTOMER’S (BUYER’S) VESSEL. CUSTOMER’S OWN NAVAL ARCHITECT AND BOAT BUILDER MUST USE THEIR INDEPENDENT PROFESSIONAL JUDGEMENTS IN USING OR MODIFYING THESE DRAWINGS TO FIT THE SPECIFIC NEEDS, DESIGN AND LOAD-BEARING REQUIREMENTS OF CUSTOMER’S (BUYER’S) VESSEL.

SEAKEEPER 5 CLEARANCES

ELEVATION VIEW 7-C(LAMINATED FRP MOLDED METHOD 1-A)

SK 5

SECTION 3-C(LAMINATED FRP MOLDED METHOD 1-A)

411 [16.20]

FLYWHEEL SPIN AXIS

GIMBAL AXIS CENTERLINE

220 [8.68](MIN.)

282[11.09]

284[11.16]CLEAR AREA UNDER GYRO FOR

FREE MOVEMENT OF HOSES AND CABLES

207[8.15]

GYRO LONGITUDINAL STRINGER

TAPPING PLATE 25 x 75 [1 x 3], ALUMINUM(BONDED TO STRINGER TOP USING PLEXUS MA590)

597[23.49]

SK 5

LAMINATION(REF. TYP. LAMINATION DWG #SK5-500-003)

SK 5

TAPPING PLATEUNDER LAMINATION

25 [1.00] (MIN.)

TRANSVERSE

51[2.00]

PLAN VIEW 7-BLAMINATED FRP MOLDED METHOD 1-A)

LONGITUDINAL STRINGER (TYP.)

TRANSVERSE(REF. TYP. LAMINATION DWG #SK5-500-004)

EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

102[4.00](MIN.)

448[17.65] (MIN.)

MIN. CLEARANCE MAY BE REDUCED BYMOUNTING GLYCOL PUMP BOLTS TO INSIDEFRAME USING RIVET NUTS

610 [24.00](MIN.)

305[12.00] (MIN.)

924 [36.39] (MIN.)

/ 1000[39.39] (MAX.)

8.6[0.34] (MIN.)

HOSE

STRINGER

MINIMAL CLEARANCE FORCABLES / HOSES (TYP.)

EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

87[3.44](MIN.)


-NOT FOR DESIGN-

SECTION 1-ASEAKEEPER 5 BOLT-IN METHOD

LAMINATED FRP MOLDED

PROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED IN THIS

DRAWING IS THE SOLE PROPERTY OF SEAKEEPER INCORPORATED. ANY RE-




WEIGHT - LBS: NAME:


RLKDATE:

22JUL2015ENG APPR:

JCDATE:

22JUL2015DWG NUMBER

90380

REV. NO.

1

SHEET NO.



411 [16.20]

FLYWHEEL SPIN AXIS


203 [8.00](MIN.)

282[11.09]



207[8.15]


19 [0.76]

ADAPTER PLATE(MAX. OVERHANG SHOWN)

706 [27.81] (MAX. SHOWN)

/ 566[22.29] (MIN.)

LONGITUDINAL STRINGER

TAPPING PLATE 25 x 75 [1 x 3], ALUMINUM(BONDED TO STRINGER TOP WITHPLEXUS MA590)

ADAPTER PLATE (TYP.)

610[24.00] (MIN.)

305[12.00] (MIN.)

EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

25 [1.00] (MIN.)

TRANSVERSE

924 [36.39] (MIN.)

/ 1000[39.39] (MAX.)

ADAPTER PLATE (TYP.)



51[2.00]

ELEVATION VIEW 7-C(ADAPTER PLATE METHOD 1-E)

SK 5

SK 5SK 5

PLAN VIEW 7-B(ADAPTER PLATE METHOD 1-E)

SECTION 3-C(ADAPTER PLATE METHOD 1-E)


610 [24.00](MIN.)

305[12.00] (MIN.)

102[4.00](MIN.)

448[17.65] (MIN.)


8.6[0.34] (MIN.)

HOSE

STRINGER


87[3.44](MIN.)


-NOT FOR DESIGN-







WEIGHT - LBS: NAME:


RLKDATE:

22JUL2015ENG APPR:

JCDATE:

22JUL2015DWG NUMBER

90380

REV. NO.

1

SHEET NO.


SECTION 1-ESEAKEEPER 5 BOLT-IN METHOD

LAMINATED WITH ADAPTER PLATE(FOR INCREASED CLEARANCE/TOLERANCE

OR EXSISTING STRINGER LOCATION

ELEVATION VIEW 7-C(ALUMINUM BOLTED FOUNDATION METHOD 1-C)

SK 5

SECTION 3-C(ALUMINUM BOLTED FOUNDATION METHOD 1-C)

411 [16.20]

FLYWHEEL SPIN AXIS


191 [7.50](MIN.)

282[11.09]


FREE MOVEMENT OF HOSES AND CABLES 785 [30.90] (MAX. SHOWN)

/ 591[23.28] (MIN.)

SEE ALTERNATE FOUNDATIONS

SK 5

SK 5

ALUMINUM BOLTED FOUNDATION

EXISTING STRINGER

PLAN VIEW 7-B(ALUMINUM BOLTED FOUNDATION METHOD 1-C)

EXISTING STRINGER (TYP.)

TRANSVERSE(ALUMINUM ANGLE)

EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

102[4.00](MIN.)

448[17.65] (MIN.)


8.6[0.34] (MIN.)

HOSE

FOUNDATION


EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

207[8.15]

25 [1.00]

EXISTING STRINGER

76[3.00](MIN.)

ALUMINUM FOUNDATION BONDED TO STRINGER WITHPLEXUS MA590 (BOND GAP OF 0.04" TO 0.12");ADD HOLES Ø11/32" ON TOP AND SIDESFOR BOND INJECTION

914 [36.00]

FROM 591 [23.28]TO 654 [25.78]

FROM 654 [25.78]TO 718 [28.28]

FROM 718 [28.28]TO 785 [30.90]

ALTERNATE FOUNDATIONSBASED ON STRINGER SPACING

TRANSVERSE(ALUMINUM ANGLE)







WEIGHT - LBS: NAME:


RLKDATE:

22JUL2015ENG APPR:

JCDATE:

22JUL2015DWG NUMBER

90380

REV. NO.

1

SHEET NO.


SECTION 1-CSEAKEEPER 5 BOLT-IN METHOD

ALUMINUM BOLTED FOUNDATION


ALUMINUM FOUNDATION

ELEVATION VIEW 7-C(ALUMINUM WELDED FOUNDATION METHOD 1-B)

SK 5

PLAN VIEW 7-B(ALUMINUM WELDED FOUNDATION METHOD 1-B)

SECTION 3-C(ALUMINUM WELDED FOUNDATION METHOD 1-B)

SK 5

ALUMINUM FOUNDATION (TYP.)


EXISTING STRINGER

610 [24.00] (MIN. W/O ALUM. TRANSVERSE)

/ 816 [32.14] (MIN. W/ ALUM. TRANSVERSE)

305 [12.00] (MIN. W/O

ALUM. TRANSVERSE)/ 381 [15.02] (MIN. W/

ALUM. TRANSVERSE)

TRANSVERSE

51[2.00]


411[16.20]

FLYWHEEL SPIN AXIS


282[11.09]

283[11.13]

207[8.15] 200

[7.86](MIN.)

CLEAR AREA UNDER GYRO FORFREE MOVEMENT OF HOSES AND CABLES

ALUMINUM FOUNDATION BONDED TO STRINGER WITHPLEXUS MA590 (BOND GAP OF 0.04" TO 0.12");ADD HOLES Ø11/32" ON TOP AND SIDESFOR BOND INJECTION

76[3.00](MIN.)

EXISTING STRINGER595

[23.42] (MIN. SHOWN)817

[32.18] (MAX.)

19 [0.75]

SK 5

EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

102[4.00](MIN.)

448[17.65] (MIN.)


25 [1.00] (MIN.)

924 [36.39] (MIN.)

/ 1000[39.39] (MAX.)

8.6[0.34] (MIN.)

HOSE

STRINGER


FOUNDATION

EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

127[5.00]

GUSSET

STRINGER

FOUNDATIONSTRINGER SPACING:FROM 619 [24.38]TO 717 [28.26]

STRINGER SPACING:FROM 717 [28.26]TO 817 [32.18]

FOUNDATION FOR STRINGER SPACINGFROM 595 [23.42] TO 619 [24.38]

(NO ALUMINUM TRANSVERSE REQUIRED)

ALTERNATE FOUNDATIONSBASED ON STRINGER SPACING

ALUM TRANSVERSEREQUIRED

ALUM TRANSVERSEREQUIRED

STRINGER

FOUNDATION


-NOT FOR DESIGN-

SECTION 1-BSEAKEEPER 5 BOLT-IN METHOD

ALUMINUM WELDED FOUNDATION






WEIGHT - LBS: NAME:


RLKDATE:

22JUL2015ENG APPR:

JCDATE:

22JUL2015DWG NUMBER

90380

REV. NO.

1

SHEET NO.



ELEVATION VIEW 7-C(CANTILEVERED OFFSET METHOD 1-D)

SECTION 3-C(CANTILEVERED OFFSET METHOD 1-D)

PLAN VIEW 7-B(CANTILEVERED OFFSET METHOD 1-D)

411 [16.20]

FLYWHEEL SPIN AXIS


220 [8.68](MIN.)

282[11.09]



207[8.15]

NEW AUXILIARY STRINGER

TAPPING PLATE 25 x 75 [1 x 3], ALUMINUM(BONDED TO STRINGER TOP WITHPLEXUS MA590)

597[23.49]

817[32.18] (MIN. SHOWN)

/ 927 [36.50] (MAX.)

101[3.97] (MAX.)

EXISTING STRINGER

111[4.38](MIN.)

SK 5

SK 5

SK 5

25 [1.00](MIN.) TRANSVERSE

51[2.00]

EXISTING STRINGER

NEW AUXILIARY STRINGER (TYP.)




EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

102[4.00](MIN.)

448[17.65] (MIN.)


924 [36.39] (MIN.)

/ 1000[39.39] (MAX.)


610 [24.00](MIN.)

305[12.00] (MIN.)

8.6[0.34] (MIN.)

HOSE

STRINGER


EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE


-NOT FOR DESIGN-







WEIGHT - LBS: NAME:


RLKDATE:

22JUL2015ENG APPR:

JCDATE:

22JUL2015DWG NUMBER

90380

REV. NO.

1

SHEET NO.


SECTION 1-DSEAKEEPER 5 BOLT-IN METHOD

CANTILEVERED OFFSET

196 [7.70] (MIN.)

95[3.75] (STRAIGHT; TYP.)

67 [2.64] (MIN.)

282[11.09]

283[11.13]

437[17.20]

FLYWHEEL SPIN AXIS


182[7.15]

42 [1.67] (MAX.)

38/ [1.51] (MIN.)


675 [26.56]

67 [2.64] (MIN.)

25 [1.00] (MIN.)

TRANSVERSE

924 [36.39] (MIN.)


51[2.00]

ELEVATION VIEW 7-C(LAMINATED FRP MOLDED METHOD 2-A)

PLAN VIEW 7-B(LAMINATED FRP MOLDED METHOD 2-A)


SK 5SK 5

SK 5

SECTION 3-C(LAMINATED FRP MOLDED METHOD 2-A)


1000/ [39.39] (MAX.)

EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

102[4.00](MIN.)

448[17.65] (MIN.)


EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

DIMENSION TO BE ADJUSTEDIN SADDLE AREA (BOND GAP OF 0.04"TO 0.12" USING PLEXUS MA590)


-NOT FOR DESIGN-

SECTION 2-ASEAKEEPER 5 BOND-IN METHOD

LAMINATED FRP MOLDED






WEIGHT - LBS: NAME:


RLKDATE:

22JUL2015ENG APPR:

JCDATE:

22JUL2015DWG NUMBER

90380

REV. NO.

1

SHEET NO.



95[3.75] (STRAIGHT; TYP.)

282[11.09]

283[11.13]

437[17.20]

FLYWHEEL SPIN AXIS


182[7.15]


129 [5.08]

(APPROX.)

EXISTING STRINGER

42 [1.67] (MAX.)

38/ [1.51] (MIN.)

AUXILIARY STRINGER

EXISTING STRINGER

AUXILIARY STRINGER

LAMINATION

675 [26.56]

DIMENSION TO BE ADJUSTEDIN SADDLE AREA (BOND GAP OF 0.04"TO 0.12" USING PLEXUS MA590)

102[4.00](MIN.)

25 [1.00] (MIN.)

TRANSVERSE


51[2.00]

ELEVATION VIEW 7-C(LAMINATED FRP REFIT METHOD 2-B)

PLAN VIEW 7-B(LAMINATED FRP REFIT METHOD 2-B)


SK 5

SK 5

448[17.64](MIN.)

SK 5

EXISTING STRINGER

SECTION VIEW 3-C(LAMINATED FRP REFIT METHOD 2-B)


EXISTING STRINGER

924 [36.39] (MIN.)

1000/ [39.39] (MAX.)

EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

EXIS

TING

BUL

KHEA

D O

R TR

ANSV

ERSE

102[4.00](MIN.)

448[17.65] (MIN.)


587[23.12] (MIN.)


-NOT FOR DESIGN-







WEIGHT - LBS: NAME:


RLKDATE:

22JUL2015ENG APPR:

JCDATE:

22JUL2015DWG NUMBER

90380

REV. NO.

1

SHEET NO.


SECTION 2-BSEAKEEPER 5 BOND-IN METHOD

LAMINATION FRP REFIT

76[3.00]

152[6.00]

102[4.00] (MIN.)

102[4.00] (MIN.)

E-M 0015 CHOP MATE-BX 1700E-BXM 1708E-BX 1700E-BXM 1708E-BX 1700

TYPICAL LAMINATIONALL THE WAY AROUND

LAMINATION LAPS, 3" TYP.ALL THE WAY AROUNDNEW OR EXISTING STRINGER

(NEW STRINGER MATERIAL:MARINE PLYWOOD, DOUGLAS-FIR ORFOAM CORE MIN. DENSITY 5 LB/CU FT

NEW TRANSVERSE(REF. DWG #SK5-500-004)

LAMINATION LAPS ON BULKHEAD, 3" TYP.

PROVIDE MIN. 1" RUSING EPOXY PUTTY(TYP. AT CORNERS)

TAPPING PLATE(ALUMINUM 1" x 3" x 24")

AFTER FINAL LAMINATION USE STRUCTURAL EPOXY PUTTY IFREQUIRED TO LEVEL AREAS WHERE THE 4 CONTACT POINTS OF GYRO FRAME WILL TOUCH;PROVIDE HOLES USING HOLE LOCATION FIXTURE #90260SUPPLIED BY SEAKEEPER AND USE HELI-COIL OR SIMILARSTAINLESS STEEL THREADED INSERTS M12-1.75 x 24mm LENGTH

NOTE:ALL PAINT, GELCOAT OR LINER IN NEWLAMINATION AREA SHALL BE REMOVEDTO EXPOSE PRIMARY LAMINATION

HULL BOTTOM

E-M 0015 CHOP MAT

E-BXM 1708

E-BXM 1708

E-BX 17000.0360.0260.048

0.048

LAMINA THICKNESS (IN)STEP1.011.021.031.041.051.06

1.TYPICAL LAMINATION

COMPOSITE THICKNESS 0.210

E-M 0015 CHOP MATE-TLX 2200

0.0360.034

LAMINA THICKNESS (IN)STEP2.012.022.032.042.05


2. OPTIONAL LAMINATION

E-TLXM 2208 0.056

E-TLXM 2208 0.056

E-M 0015 CHOP MATE-BXM 2415

0.0360.071




E-BX 2400 0.035

E-BX 1700 0.026

E-BX 1700 0.026

E-TLX 2200 0.034

E-BXM 2415 0.071E-BX 2400 0.035

76 [3.00] MIN.


-NOT FOR DESIGN-

SECTION 5-CSEAKEEPER 5 BOLT-IN METHOD

STRINGER LAMINATION, TYP.






WEIGHT - LBS: NAME:


RLKDATE:

22JUL2015ENG APPR:

JCDATE:

22JUL2015DWG NUMBER

90380

REV. NO.

1

SHEET NO.



76[3.00]

152[6.00]

LAMINATION LAPS, 3" TYP.ALL THE WAY AROUND

E-M 0015 CHOP MATE-BX 1700E-BXM 1708E-BX 1700E-BXM 1708E-BX 1700


TRANSVERSE MATERIAL:MARINE PLYWOOD, DOUGLAS-FIR ORFOAM CORE MIN. DENSITY 5 LB/CU FT

STRINGER(REF. DWG #SK5- 500-003 FOR LAMINATION)

TAPPING PLATE UNDER LAMINATION(REF. DWG #SK5-500-003)

HULL BOTTOM


E-M 0015 CHOP MAT

E-BXM 1708

E-BXM 1708

E-BX 17000.0360.0260.048

0.048




E-M 0015 CHOP MATE-TLX 2200

0.0360.034




E-TLXM 2208 0.056

E-TLXM 2208 0.056

E-M 0015 CHOP MATE-BXM 2415

0.0360.071




E-BX 2400 0.035

E-BX 1700 0.026

E-BX 1700 0.026

E-TLX 2200 0.034

E-BXM 2415 0.071E-BX 2400 0.035

51 [2.00] (MIN.)


-NOT FOR DESIGN-







WEIGHT - LBS: NAME:


RLKDATE:

22JUL2015ENG APPR:

JCDATE:

22JUL2015DWG NUMBER

90380

REV. NO.

1

SHEET NO.


SECTION 5-CSEAKEEPER 5 BOLT-IN METHODTRANSVERSE LAMINATION, TYP.

674 [26.56]

(SADDLE CL TO CL)

102[4.00] (MIN.)

102[4.00] (MIN.)

76[3.00]

152[6.00]



LAMINATION LAPS ON BULKHEAD, 3" TYP.

NOTE:ALL PAINT, GELCOAT OR LINER IN NEWLAMINATION AREA SHALL BE REMOVEDTO EXPOSE PRIMARY LAMINATION

NEW TRANSVERSE(REF. DWG #SK5-500-006)

HULL BOTTOM

EXISTING STRINGER

E-M 0015 CHOP MAT

E-BXM 1708

E-BXM 1708


E-BXM 1708

E-BXM 1708

E-BXM 1708E-BXM 1708

42 / [1.67] (MAX.)

DIMENSION TO BE ADJUSTEDIN SADDLE AREA (TYP.)

38 [1.51] (MIN.)

95 [3.75]

(STRAIGHT; TYP.)

E-M 0015 CHOP MAT

E-BXM 1708

E-BXM 1708

E-BXM 1708

E-BXM 1708


0.0360.0480.0480.0480.0480.0480.048

LAMINA THICKNESS (IN)STEP1.011.021.031.041.051.061.07



E-M 0015 CHOP MATE-TLXM 2208

0.0360.056




E-TLXM 2208 0.056E-TLXM 2208 0.056E-TLXM 2208 0.056E-TLXM 2208 0.056

E-M 0015 CHOP MATE-LTM 1815

0.0360.062




E-LTM 1808 0.047E-LTM 1815 0.062E-LTM 1808 0.047E-LTM 1815 0.062

NEW AUXILIARY STRINGER MATERIAL:MARINE PLYWOOD, DOUGLAS-FIR ORFOAM CORE MIN. DENSITY 5 LB/CU FT


-NOT FOR DESIGN-


SECTION 5-CSEAKEEPER 5 BOND-IN METHOD

STRINGER LAMINATION, TYP.






WEIGHT - LBS: NAME:


RLKDATE:

22JUL2015ENG APPR:

JCDATE:

22JUL2015DWG NUMBER

90380

REV. NO.

1

SHEET NO.


76[3.00]

152[6.00]


STRINGER(REF. DWG #SK5- 500-005 FOR LAMINATION)

HULL BOTTOM


E-M 0015 CHOP MAT

E-BXM 1708

E-BXM 1708


E-BXM 1708

E-BXM 1708


E-M 0015 CHOP MAT

E-BXM 1708

E-BXM 1708

E-BXM 1708

E-BXM 1708


0.0360.0480.0480.0480.0480.0480.048

LAMINA THICKNESS (IN)STEP1.011.021.031.041.051.061.07



E-M 0015 CHOP MATE-TLXM 2208

0.0360.056




E-TLXM 2208 0.056E-TLXM 2208 0.056E-TLXM 2208 0.056E-TLXM 2208 0.056

E-M 0015 CHOP MATE-LTM 1815

0.0360.062




E-LTM 1808 0.047E-LTM 1815 0.062E-LTM 1808 0.047E-LTM 1815 0.062

TRANSVERSE MATERIAL:MARINE PLYWOOD, DOUGLAS-FIR ORFOAM CORE MIN. DENSITY 5 LB/CU FT

51 [2.00] MIN.)







WEIGHT - LBS: NAME:


RLKDATE:

22JUL2015ENG APPR:

JCDATE:

22JUL2015DWG NUMBER

90380

REV. NO.

1

SHEET NO.


SECTION 5-CSEAKEEPER 5 BOND-IN METHOD

TRANSVERSE LAMINATION


seakeeper 5 installation guide · 2016-10-04 · flywheel spin axis gimbal axis centerline 220...

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