MV_GRUGGET_DRAWINGS.pdf

PDF 2 MB Posted Mar 15, 2019

Attached to: Sandblast & Paint / Dry Dock and Repair - Motor Vessel Grugett and Crane Barge 1301
Solicitation number: W912EQ19T0015
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

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DRAWINGS

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MV_GRUGGET_DRAWINGS.pdf	PDF	Mar 18, 2019
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776-D170-01

NO.

REFERENCES

TITLE

DOCKING AND ANODE PLAN

3/16" = 1'-0"

DEPARTMENT OF THE ARMY

MEMPHIS DISTRICT-114' TOWBOAT

MARINE DESIGN CENTER

01 NOV 2010

W.PRESTON

DWG. NO.

DATE:

APPROVED:

DATE:

DRAWN BY:

SCALE:

SIZE PROJECT NO.

W912BU-09-C-0031

T.J. CARVER

CONTRACT NO.

CHECKED BY:

DWG. NO.

SHEET

MARINE DESIGN CENTER

CORPS OF ENGINEERS

REV.

US Army CorpsA of Engineers

7 56 4 3

2 1

GULF BREEZE, FL

(850) 916-0002

(M/V GEORGE C. GRUGETT)

(251) 824-1660

HORIZON SHIPBUILDING, INC.

BAYOU LA BATRE, AL

02468101214161820222426283032343638404244464850525456 ï»¿SHAFT â„„ & TUNNEL KN

BILGE TANGENT

BOTTOM

TRANSDUCER (P/S)

SEA CHEST (P/S)

POTABLE WTR TANK

SEWAGE TANK (P)

SEWAGE TANK (S)

GREY WATER TANK (P)

GREY WATER TANK (S)

BALLAST TANK No.2P

BALLAST TANK No.2S

FUEL OIL TANK No.1S

BALLAST

TANK No.1

F U

E L

D A

N K

F U

N K

ENGINE GIRDERS

CENTER ALL BLOCK ON FRAMES AS INDICATED.

KEEL HEIGHT TO BE 36". THIS HEIGHT IS FOR REFERENCE ONLY.

KEEL BLOCKS SHALL BE 48" X 48" WITH 2" SOFT WOOD CAPS.

GENERAL NOTES

BLOCKING PLAN

FRAME #3

BASE LINE

DRY DOCK

B L

O C

H T

BASE LINE

DRY DOCK

FRAME #14

13'-10"

B L

H T

13'-10"

BASE LINE

DRY DOCK

FRAME #26

13'-10"

B L

H T

13'-10"

BASE LINE

DRY DOCK

FRAME #34

13'-10"3

B L

H T

FRAME #41

9'-0 1/2"

BASE LINE

DRY DOCK

B L

H T

B L

H T

C E

N T E

FRAME #45

9'-0 1/2"

BASE LINE

DRY DOCK

17'-6"

B L

H T

B L

H T 17'-6"

TRANSOM

BASE LINE

DRY DOCK

B L

H T

13'-10"

LIGHTSHIP DISPLACEMENT (EST.): 521.47 LT

LIGHTSHIP VCG (EST.): 13.62' ABV. BL

FULL LOAD VCG (EST.): 12.84' ABV. BL

FULL LOAD LCG (EST.): 51.05' AFT OF FR.0

FULL LOAD TCG (EST.): ON CENTERLINE

LIGHTSHIP LCG (EST.): 13.62' AFT OF FR.0

LIGHTSHIP TCG (EST.): ON CENTERLINE

10'-3"

PRINCIPAL PARTICULARS

HULL DEPTH HEADLOG (MOLDED):

HULL DEPTH AMIDSHIPS (MOLDED):

FRAME SPACING:

LOA (MOLDED):

BEAM (MOLDED):

2'-0"

114'-0"

11'-11"

35'-0"

FULL LOAD DISPLACEMENT (EST.): 618.72 LT

8 7 6 5 4 3 2

48" x 48" BLOCK

FOOTPRINT (TYP)

CAT 3512C MAIN ENGINE

w/REINTJES WAF 763 GEAR

CAT 3512C MAIN ENGINE

w/REINTJES WAF 763 GEAR

5 1/2"

02468101214161820222426283032343638404244464850525456

TRANSDUCER

(P/S)

SEA CHEST (P/S)

HULL PROFILE

DESCRIPTION

REVISIONS

SYM. DATE APPROVED

TERLINGS M LARINE, LC

This sealed drawing dated 22 March 2011 is on file at Applied Marine Design, LLC.

ANODES, 2 FAR SIDE AND 2 NEAR SIDE

PER EACH RUDDER

776-D170-012730

3/16" = 1'-0"

DEPARTMENT OF THE ARMY

MEMPHIS DISTRICT-114' TOWBOAT

MARINE DESIGN CENTER

01 NOV 2010

W. PRESTON

DATE:

APPROVED:

DATE:

DRAWN BY:

SCALE:

SIZE PROJECT NO.

W912BU-09-C-0031

T.J. CARVER

CONTRACT NO.

CHECKED BY:

DWG. NO.

SHEET

MARINE DESIGN CENTER

CORPS OF ENGINEERS

REV.

US Army CorpsA of Engineers

GULF BREEZE, FL

(850) 916-0002

(M/V GEORGE C. GRUGETT)

(251) 824-1660

HORIZON SHIPBUILDING, INC.

BAYOU LA BATRE, AL

02468101214161820222426283032343638404244464850525456 ï»¿SHAFT â„„ & TUNNEL KN

BILGE TANGENT

SECONDARY BLOCKING

SEA CHEST (P/S)

POTABLE WTR TANK

SEWAGE TANK (P)

SEWAGE TANK (S)

GREY WATER TANK (P)

GREY WATER TANK (S)

BALLAST TANK No.2P

BALLAST TANK No.2S

FUEL OIL TANK No.1S

BALLAST

TANK No.1

F U

N K

F U

N K

ENGINE GIRDERS

PLAN

FRAME #6

BASE LINE

DRY DOCK

FRAME #16

BASE LINE

DRY DOCK

13'-10"13'-10"

B L

H T

BASE LINE

DRY DOCK

FRAME #22

13'-10"

B L

13'-10"

H T

BASE LINE

DRY DOCK

FRAME #32

13'-10"

B L

13'-10"

H T

FRAME #45

9'-0 1/2"

BASE LINE

DRY DOCK

B L

H T

N T E

B L

H T

FRAME #51

DRY DOCK

BASE LINE9

B L

H T

N T E

B L

H T

17'-6"

82.5" DIA

PROPELLER

9'-0 1/2"

02468101214161820222426283032343638404244464850525456

TRANSDUCER

(P/S)

SEA CHEST (P/S)

HULL PROFILE

TRANSDUCER (P/S)

16 15 1314 12 11 10 9

48" x 48" BLOCK

FOOTPRINT (TYP)

CAT 3512C MAIN ENGINE

w/REINTJES WAF 763 GEAR

CAT 3512C MAIN ENGINE

w/REINTJES WAF 763 GEAR

CENTER ALL BLOCK ON FRAMES AS INDICATED.

KEEL HEIGHT TO BE 36". THIS HEIGHT IS FOR REFERENCE ONLY.

KEEL BLOCKS SHALL BE 48" X 48" WITH 2" SOFT WOOD CAPS.

GENERAL NOTES

82.5" DIA

PROPELLER

TERLINGS M LARINE, LC

This sealed drawing dated 22 March 2011 is on file at Applied Marine Design, LLC.

ANODES, 2 FAR SIDE AND 2 NEAR SIDE

PER EACH RUDDER

DOCKING AND ANODE PLAN

" 1

4. ALL MEASUREMENTS TO CENTER OF ANODES

02461012141820 16222426283032343640 38424446485254

PLAN 5-B

SCALE: 1/4" = 1'-0"

MAIN DECK

NT BHD

OT BHD

WT BHDWT BHD

0T BHD

WT BHD

OT BHD

NT BHD

NT BHDNT BHD

10"x3"x5/16" FP

12"x4"x5/16" FP x x x x x x

12"x4"x5/16" FP

12"x4"x5/16" FP w/2" SILL, REF #1

14"x4"x3/8" FP

12"x3"x3/8" FP12"x3"x3/8" FP

NT BHD

x x

F P

F P x x x x x x x x x x

7/16" PLATE

NT BHD

x x x x x x x x

PL, P/S

9/16" INSERT

CUT OUT

INTAKE

AIR

CUT OUT

INTAKE

AIR

12"x4"x5/16" FP

HATCH

TRANSDUCER WELL P/S

SUMP

CAPSTAN

4"x5/16" FB

PL1/2" PL5/8"

ST STL

INSERT PL INSERT PL

4"x5/16" FB

OT BHD

x x x x

10"x3"x5/16" FP

1" ROUND BAR P/S

D o

D o x x o x x o

D o

D o x x x x o

D o

F P x x o

D o

D o D o

D o

F P x x o

D o

D o D o

D o

HATCH

12"x4"x5/16" FP

OT BHD

D o

D x x x x o

12"x4"x5/16" FP x x x x

HATCH

HATCHHATCH

HATCH

10"x3"x5/16" FP

D o

PL, P/S

5/8" INSERT

PL, P/S

9/16" INSERT

PL, P/S

9/16" INSERT

1" INSERT PL, P/S

T Y

0T BHD

WT BHD

4"x5/16" FB

5"x3"x5/16" L

4"x5/16" FB4"x5/16" FB

4"x5/16" FB

12"x4"x5/16" FP x x x x x x

FOR STAIR OPENING

84"x36" CUT OUT

" 5/8" INSERT PL

D o

3" 3" 3"

12"

20"

12" RAD

HATCH

x x x x

10"x3"x5/16" FP

HATCH

w/2" SILL, REF #1

14"x4"x3/8" FP x x x x x x x x x x

"x1

(TY

"x3 w

"x1

(TY

"x3 w x x

REF 1, TYP

SEE DET 37-D

REF 1, TYP

SEE DET 37-D

PL, P/S

5/8" INSERT

REF 1, TYP

SEE DET 37-D

REF 1, TYP

SEE DET 37-D

REF 1, TYP

SEE DET 37-D

REF 1, TYP

SEE DET 37-D

REF 1, TYP

SEE DET 37-D

REF 1, TYP

SEE DET 37-D

WT BHD

WT BHD WT BHD

OT B

WT BHD

OT BHD

WT BHD

NT BHDNT BHD

0T BHD

OT BHD

x x x x

SEE PLAN 5-D, 6-D

BRACKETS AT MAIN DECK P/S

SEE PLAN 5-D

BRACKETS AT MAIN DECK

10"x3"x5/16" FP

LIMBERED BLKHD 3/8"

PLAN 7-D

SCALE: 1"=1'-0"

STBD SHOWN, PORT OPPOSITE

ï»¿FRAME 45 AT 11'-6 1/2" OF

10'-3 3/4" ABOVE BL

DECK

MAIN

PL7/16"

F R

A M

1" TYP

24" ï»¿BHD 11'-6 1/2" OF

1" TYP

R 1 1/2" TYP

PLAN 6-D

SCALE: 1"=1'-0"

STBD SHOWN, PORT OPPOSITE

ï»¿FRAME 45 AT 6'-6 1/2" OF

10'-3 3/4" ABOVE BL

DECK

MAIN

R 1 1/2" TYP

PL7/16"

PL7/16" F

1" TYP

24"

1" TYP

ï»¿BHD 11'-6 1/2" OF

R 1 1/2" TYP

PLAN 5-D

SCALE: 1"=1'-0"

ï»¿FRAME 45 A

10'-3 3/4" ABOVE BL

R 1 1/2" TYP

PL7/16"

DECK

MAIN

ï»¿â„

F R

1" TYP

24"

1" TYP

SIDE SHELL STRUCTURE 776-D307-01

INBOARD PROFILE & LONGITUDINAL STRUCTURE 776-D311-01

MIDSHIPS & TYPICAL SECTIONS 776-D301-01

4 ENGINE & GEAR FOUNDATIONS 776-D330-01

GENERAL NOTES

6 5

M/V GEORGE C. GRUGETT

ACORPS OF ENGINEERS

DEPARTMENT OF THE ARMY

MARINE DESIGN CENTER

US Army Corps of Engineers

PROJECT NO.

SCALE

SIZE DWG. NO.

SHEET OF

REV

REVISIONS

REV DESCRIPTION DATE APPROVED

SEATTLE, WA

Jensen Maritime Consultants, Inc.

NAVAL ARCHITECTS & MARINE ENGINEERS

CHKD BY:

DATE:APP'D BY:

DRAWN BY:

Ph 206.284.1274 Fx 206.284.2556

6 5 3 2 1478

APP'D BY:

DATE:

MARINE DESIGN CENTER

CONTRACT NO. W912BU-09-D-0006

REV.JMC NO.

MDC FILE NO:

NO. TITLE DWG. NO.

DECK & BOTTOM

STRUCTURE

SFCRR

776-D313-01

1/4" = 1'-0"

1 2

MLH 03/25/10

B109063-131-1

B313011

OF THE AUTHORIZER.

DRAWING. ANY CONSTRUCTION WORK DONE IN ADVANCE OF ABS APPROVAL IS AT THE RISK

SHIPPING. ABS APPROVAL IS INDICATED BY AN ABS APPROVAL STAMP ON THE FACE OF THIS

7. THIS DRAWING IS SUBJECT TO REVIEW AND COMMENT BY THE AMERICAN BUREAU OF

NOTED.

6. DIMENSIONS FOR DOORS, WINDOWS, AND HATCHES ARE TO CLEAR OPENINGS EXCEPT AS

BOTTOM FOR DRAINAGE.

BULKHEADS AND FRAMES IN SPACES SERVED BY BILGE SUCTIONS SHALL BE LIMBERED AT THE

THE SIDES AND BOTTOM FOR DRAINAGE AND AT THE TOP FOR VENTILATION. ALL NON-TIGHT

5. ALL NON-TIGHT BULKHEADS AND FRAMES IN TANKS AND VOIDS SHALL BE LIMBERED AT

LARGER, AND 1" RADIUS FOR MEMBERS LESS THAN 3 1/2" DEPTH, EXCEPT AS NOTED.

4. RATHOLES AND LIMBERS SHALL BE 1 1/2" RADIUS FOR MEMBERS 3 1/2" DEPTH OR

THICKNESS OF THINNER MATERIAL JOINED.

3. ALIGNMENT OF STRUCTURAL MEMBERS TO BE CAREFULLY MAINTAINED TO WITHIN 1/2

SURVEYOR'S SATISFACTION.

2. MATERIAL SHALL BE ABS GRADE A OR ASTM A-36 STEEL EXCEPT AS NOTED, TO

THIS VESSEL IS CLASSED BY THE AMERICAN BUREAU OF SHIPPING.

WELDING TO THE SATISFACTION OF THE ATTENDING SURVEYOR.

SERVICE ON RIVERS AND INTRACOASTAL WATERWAYS", LATEST EDITION. MATERIALS, FITUP &

AMERICAN BUREAU OF SHIPPING "RULES FOR BUILDING AND CLASSING STEEL VESSELS FOR

1. ALL WORKMANSHIP AND WELDING TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE

5 LINES & OFFSETS - HULL 776-D105-01

PE STAMP NOT VALID WITHOUT SIGNATURE

10/29/10

HERTE

M E

L I

S L.

P R

ESSIONAL ENG

E E R

N O

T G

HSAWFO

T A

T S

R E

GISTERE

28318

024681012141820 16222426283032343640 3842444650 485254

PLAN 13-B

SCALE: 1/4" = 1'-0"

HOLD PLAN

WT BHDWT BHD

NT BHD

NT BHD 6

NT BHD

NT BHDNT BHD

x x x x x x x x x x x x x x x x x x x x

1/2" PLATE

x x

5/8" PLATE

NT BHD NT BHD

x x

0T BHD

ENGINE GIRDER - REF #4

x x

3/8"PLx18"HT w/3" FLG

NT BHD

x x x x

6" 4"x5/16" FB

TRANSDUCER WELL

5/8" PL INSERT

x x x x x x

4681012141820 162224

WT BHD ST STL

NT BHD

OT BHD ABV

NT BHD BLW

OT BHD

D x x

OT BHD

D PLAN 11-D

SCALE: 1/4" = 1'-0"

TANK BOTTOMS

OT BHD

NT BHD

NT BHD NT BHD

x x x x o

D o

D o x x o

D o

D o D o D o D o D o D o D o x x o

D o

OT BHD

TANK BTM 2'-0" ABL

TANK BTM 2-6" ABL

PL5/16"

4"x5/16" FB

FLG CTRD

w/6"x1" FB

1/2" PL WEB

1/2" PL WEB w/6"x1" FB FLG CTRD 3/4" PL WEB w/14"x1" FB FLG CTRD, REF #3

1/2" PL WEB w/6"x1" FB FLG CTRD

ENGINE GIRDER - REF #4

ENGINE GIRDER - REF #4ENGINE GIRDER - REF #4

D o

424446

OT BHD

x x

PLAN 14-D

SCALE: 1/4" = 1'-0"

TANK BOTTOM

6'-9" ABL

TANK BTM

OT BHD

ST STL

PL5/16"

x x x x

4"x5/16" FB

T Y

4"x5/16" FB

D o x x

D o

3/8"PLx14"HT w/3" FLG x

D o

(NT BHD ABOVE)

DBLR (P/S)

5/16" PL

SEE DET 39-C

SEE DET 39-C SEE DET 39-C

WT BHDWT BHD

NT BHD

NT BHDNT BHD

NT BHD NT BHD

0T BHD

NT BHD

OT BHD

NT BHD NT BHD

REF 1, TYP

SEE DET 38-C

REF 1, TYP

SIM DET 38-C

REF 1, TYP

SIM DET 38-C

REF 1, TYP

SIM DET 38-C

REF 1, TYP

SEE DET 38-C

LIMBERED BLKHD 3/8"

MDC FILE NO:

PROJECT NO.

SCALE

SIZE DWG. NO.

SHEET OF

REV

B313012

16 15 14 13 12 11 10 9

1/4" = 1'-0"

776-D313-01

PE STAMP NOT VALID WITHOUT SIGNATURE

10/29/10

HERTE

M E

L I

S L.

P R

ESSIONAL ENG

E E R

N O

T G

HSAWFO

T A

T S

R E

GISTERE

28318

PRODUCT

All surfaces must be free of all surface contaminants prior to surface preparation and painting.

Prior to application of coatings to bare steel, the following surface preparation must be performed:

(SSPC-SP10) "Near White Blast Cleaning" to an average profile of 1.5 -2.5 mils.

Immediately upon completion of surface preparation, steel shall be coated.

Coating shall be Sherman-Williams pre-construction primer, suitable for welding.

No paint shall be applied prior to completion of hull testing (except pre-construction primer).

Primer coat shall be applied prior to installation of doors and windows.

All hull openings shall be covered prior to blasting to prevent entry of blast media into interior of vessel.

Vessel shall be shifted on construction blocks as necessary to insure coating of all hull areas.

Manufacturer's Field Service Rep. must witness and submit a report that application and surface preparation are correct.

Coating containing Non-Skid additive shall be applied by roller or bottom fed conventional spray pot.

All interior and exterior coatings below deck line shall be approved by COR prior to launching.

The first exterior coat (primer) shall be applied within 4 hours of completion of surface preparation.

Manufacturer's Field Service Representative shall provide a written document verifying coating application, thickness, surface prep. and weather.

SEA GUARD 5000 HS

All components of coating system provided by Sherwin-Williams. NO SUBSTITUTIONS ALLOWED.

COATCOATED AREA

HULL EXTERIOR BELOW

WATER LINE & SEA

HULL ABOVE WATERLINE

GENERAL NOTES:

2) a) b) c)

10)

11)

12)

RM, GEN. RM, STEERING RM

HULL INTERIOR, UPPER ENG.

OIL TANK INTERIORS

13)

5MARKING

SIZE

TIP

.031" - .041"

.017" - .031"

.031" - .041"

.017" - .031"

.031" - .041"

.013" - .017"

.017" - .031"

.013" - .017"

FS595 NO.

17038

17855

11136

27880

11136

17038

27880

11136

13655

17855

.017" - .031"

.013" - .017"

DESCRIPTION

PRODUCT

COLOR

MILS

DRY

MINIMUM (Hours)

OVERCOAT TIME*

MAXIMUM LIFE

POT

THINNER METHOD

MILS

WET

BLACK 45 DAYS 2 HRS XYLENE 45:1 AIRLESS

2 HRS90 DAYSRED

45 DAYSBLACK

2 HRS45 DAYSBLACK

90 DAYSBLACK

90 DAYSWHITE

2 HRS90 DAYSRED

90 DAYSGREY

2 HRS

PAINT SCHEDULE

COLOR CHART

AREA COLOR

BLACKHull exterior

Deckhouse Exterior

Exterior Deck Coaming

WHITEHull, Towknee & Deckhouse Interiors

REDCommunications Mark Base Plate

BLACKStacks

BLACKMasts, Handrails & Stair Rails

Hull Markings

REDStack Trim Bands (T/B of Castle)

WHITEInterior Decks

RED

YELLOWDeck Fittings

OLD IVORYMasts

BLACK 7 5 12 6 3 90 DAYS 2 HRS R7K130 S/B/R

S/B/R2 HRS90 DAYSBLACKEPOXY 57

10 8

7 5

6 4

681235 S/B/RR7K152 HRS90 DAYSWHITEPOLYURETHANE

gallon of paint.

with a ratio of 0.3-lbs grit per

#24 grit aluminum oxide, mixed

The non-skid additive shall be

** NON-SKID ADDITIVE

OLD IVORY

RED

WHITE

Stack Band (behind Castle)

17038BLACKSignature

& AFT RAISED DECK

See reference #1 for detailed descriptions of paint preparation and application.

14)

3 BLACK 810 45 DAYS48 18 4 2 HRS XYLENE 45:1 AIRLESS .031" - .041"

under the fuel tanks.

The top coat is not required for the voids with a top coat at 2-mils DFT (minimum).

insulation or sheathing) shall be over-coated

Exposed surfaces (not covered by

* TOP COAT

See reference #1 for paint safety and health standards.

15)

776-D406-01

NO.

REFERENCES

TITLE

PAINT SCHEDULE

NONE

DEPARTMENT OF THE ARMY

MEMPHIS DISTRICT-114' TOWBOAT

MARINE DESIGN CENTER

01 NOV 2010

W. PRESTON

DWG. NO.

DATE:

APPROVED:

DATE:

DRAWN BY:

SCALE:

SIZE PROJECT NO.

W912BU-09-C-0031

T.J. CARVER

CONTRACT NO.

CHECKED BY:

DWG. NO.

SHEET

MARINE DESIGN CENTER

CORPS OF ENGINEERS

REV.

US Army CorpsA of Engineers

7 56 4 3

8 7 6 5 4 3

2 1

GULF BREEZE, FL

(850) 916-0002

(M/V GEORGE C. GRUGETT)

DESCRIPTION

REVISIONS

SYM.

(251) 824-1660

DATE APPROVED

HORIZON SHIPBUILDING, INC.

BAYOU LA BATRE, AL

10076Main Deck & Upper Exterior Dks DECK RED

17855Pilot House Top OLD IVORY

16473Tanks & Voids GREY

16473Upper Machinery Space GREY

16473Generator & Steering Gear Rooms GREY

17038BLACKTowknee Exterior

23594GOLDName Board Letters

25102BLUEName Board Background

1 DESCRIPTIONS AND SPECIFICATIONS, SECTION C D-406

Areas damaged by welding or abrasion shall spot blasted to bare metal and the paint restored.d)

ACROLON 218 HS

EPOXY

RED 7 5

The interior of the potable water tank and sanitary holding

16)

CHEST INTERIOR

EPOXY

SHER-GLASS FF EPOXY

SEA GUARD 5000 HS

SHER-GLASS FF EPOXY

R7K130

HULL MARKINGS ACROLON 218 HS

SEA GUARD 5000 HS

SHER-GLASS FF

ACROLON 218 HS POLYURETHANE

POLYURETHANE

EPOXY

R7K15

R7K130

XYLENE

S/B/R

45:1 AIRLESS

ENGINEER'S CONTROL RM

DECK LOCKER

BALLAST TANKS & VOIDS

SEA GUARD 5000 HS

SEA GUARD 5000 HSSEA GUARD 5000 HS

ACROLON 218 HS

EPOXY

POLYURETHANE R7K15

R7K130

R7K130 S/B/R

S/B/R

SEA GUARD 5000 HS

SEA GUARD 5000 HS EPOXY

EPOXY

GRAY 7 5

90 DAYS

2 HRS

2 HRS R7K130

R7K130 S/B/R

S/B/R

.017" - .031"

INTERIOR ACCOMMODATION

SPACES IN MAIN DECK

& ABOVE

EPOXY

SEA GUARD 5000 HS

ACROLON 218 HS

EPOXY

POLYURETHANE WHITE

RED

GREY

7 5

6 4

90 DAYS

2 HRS

R7K130

R7K15

S/B/R

.017" - .031"

.013" - .017"

INTERIOR ACCOMMODATION

DECKS

EPOXY

SEA GUARD 5000 HS

ACROLON 218 HS

EPOXY

POLYURETHANE GREY

WHITE

RED 7 5

7 5

90 DAYS

2 HRS

R7K130

R7K15

S/B/R

.017" - .031"

.013" - .017"

MAIN AND UPPER EXTERIOR

DECKS, & PILOT

HOUSE ROOF

EPOXY

SEA GUARD 5000 HS

ACROLON 218 HS

EPOXY

POLYURETHANE DECK RED

GREY

RED 7 5

7 5

90 DAYS

2 HRS

R7K130

R7K15

S/B/R

.017" - .031"

.013" - .017"

EXTERIOR DECK

HOUSES

EPOXY

SEA GUARD 5000 HS

ACROLON 218 HS

EPOXY

POLYURETHANE OLD IVORY

WHITE

RED 7 5

7 5

6 4

90 DAYS

2 HRS

R7K130

R7K15

S/B/R

.017" - .031"

.013" - .017"

1 GEL BW

tank shall not receive any coatings.

FS595 NO.AREA COLOR

12 6 3

48 18 4

TERLINGS M LARINE, LC

17) on file at Applied Marine Design, LLC.

This sealed drawing dated 23 March 2011 is

26283032343640 3842444650 485254

PROPELLER REF.#6

ï»¿"BK4

" REF.#78

ZF DISC BRAKE

DRIP CONTAINMENT

REF.#7

DISC BRAKE

VENT TO MAIN DK

""8 710'-2

""16 118'-10

""16 314'-11

283032343640 384244

WT BHD

SEACHEST

2022242650 485254

LOWER ENGINE ROOM

ROOM

MACHINERY

FORWARD

SHAFT ALLEY

TANK

GEN F.O.

TANK

HYD OIL

TANK

GREY WATER

TANK

SEWAGE

S E

A C

H E

S T

TANK

LUBE OIL

TANK

WASTE OIL

TANK

GEAR OIL

TANK

DIRTY OIL

S E

A C

H E

S T

(5)

VOID

(1)TANK

FRESH WATER

(4)

VOID

(3)

VOID

(3)

VOID

(2)

VOID

(2)

VOID

MAIN ENGINE

RED. GEAR

SHAFT ALLEY

DRIP CONTAINMENT

REF.#7

DISC BRAKE

REVERSE REDUCTION GEAR SPECS

5.136GEAR RATIO:

1500 BHP AT 1800 RPMRATING:

WAF 763 HORIZONTAL OFFSETMODEL:

REINTJESMAKE:

2 REQUIRED, 1 RH, 1 LH

MAIN ENGINE SPECS

1500 BHP AT 1800 RPM CONTINUOUSRATING:

3512C WOSR 1500 HP @ 1400-1800 RPMMODEL:

CATERPILLARMAKE:

2 REQUIRED, ONE (1) LEFT HAND (CCW) AND ONE (1) RIGHT HAND (CW)

5 BLADES:

50.0"PITCH:

82.5"DIAM:

STAINLESS STEELMATERIAL:

2 REQUIRED, 1 RH, 1 LH

PROPELLER SPECS

JOHNSON DURAMAX MARINESTUFFING BOX:

11.00" ID, 15.50" OD, CHOCKFASTSTRUT BARREL:

10.50" ID, 15.00" OD, CHOCKFASTSTERN TUBE:

THORDON COMPACBEARINGS:

" (APPROX.)31'-7LENGTH:

1"/ FT ON DIAMETER FWD ENDTAPER:

1"/ FT ON DIAMETER AFT ENDTAPER:

8.00"/7.50"DIAM:

AQUAMET 17MATERIAL:

2 REQUIRED

PROPELLER SHAFTING

PORT STBDBOW

STERN

PROPELLER ORIENTATION

" = 1'-0"8

3SCALE:

OVER THE TOP WITH VESSEL GOING AHEAD

PROPELLER ARE TO TURN INBOARD

GEARGEAR

6 5

GEORGE C. GRUGETT

ACORPS OF ENGINEERS

DEPARTMENT OF THE ARMY

MARINE DESIGN CENTER

US Army Corps of Engineers

PROJECT NO.

SCALE

SIZE DWG. NO.

SHEET OF

REV

REVISIONS

REV DESCRIPTION DATE APPROVED

SEATTLE, WA

Jensen Maritime Consultants, Inc.

NAVAL ARCHITECTS & MARINE ENGINEERS

CHKD BY:

DATE:APP'D BY:

DRAWN BY:

Ph 206.284.1274 Fx 206.284.2556

6 5 3 2 1478

APP'D BY:

DATE:

MARINE DESIGN CENTER

CONTRACT NO. W912BU-09-D-0006

REV.JMC NO.

MDC FILE NO:

NO. TITLE DWG. NO.

B610011

109063-243-1 0

1/7/10YH

AS SHOWN

776-D610-01

JFF SM

SHAFTING ARRANGEMENT

ELEVATION 6-B

"=1'-0"4

1SCALE:

STBD LKG INBD, PS SIM

PROPULSION

PLAN 6-C

"=1'-0"4

1SCALE:

PROPULSION

GENERAL NOTES

1 GENERAL ARRANGEMENT 776-D215-01

2 MIDSHIPS & TYPICAL SECTIONS 776-D301-01

3 OUTBOARD PROFILE 776-D205-01

AS PRACTICABLE.

THE KEYWAY AND IN GENERAL, STRESS CONCENTRATIONS ARE TO BE REDUCED AS FAR

SURFACE OF THE SHAFT. AMPLE FILLETS ARE TO BE PROVIDED IN THE CORNERS OF

SHAFT AS TO GIVE A GRADUAL RISE FROM THE BOTTOM OF THE KEYWAY TO THE

TRANSMIT THE FULL TORQUE OF THE SHAFT. THE KEYWAY IS TO BE CUT IN THE

12. THE KEYS ARE TO FIT TIGHTLY IN THE KEYWAYS AND BE OF SUFFICIENT SIZE TO

IN.μTHAN 0.08 TIMES THE ACTUAL SHAFT DIAMETER. MAX ROUGHNESS OF FILLET 63

11. THE FILLET RADIUS AT THE BASE OF AN INTEGRAL FLANGE IS NOT TO BE LESS

WELDING TO THE STRUT BARREL.

10. STRUT BEARING IS NOT TO BE SET IN CHOCKFAST UNTIL COMPLETION OF ALL

9. ROPE GUARD SHALL BE INSTALLED ON AFT STRUT BARREL.

TO VERIFY DIMENSIONS.

8. PROPELLER SHAFT ENDS DESIGNED PER SAE J755. CHECK ACTUAL PROPELLER HUB

SECTIONS.

7. GRIND AND BEVEL LEADING AND TRAILING EDGES OF STRUT LEGS TO SEMI-CIRCULAR

WITNESSED BY AN ABS INSPECTOR.

6. PROPELLER BLUE FITTING AND ALIGNMENT OF SHAFT COUPLING TO GEAR SHALL BE

ALIGNMENT SHALL BE VERY CAREFULLY MAINTAINED BY CONTROLLED WELDING.

5. A PIANO WIRE SHALL BE INSTALLED THRU STERN TUBE AND STRUT BARREL, AND

MATCH MARK COUPLING TO SHAFT.

MACHINING WHILE SHAFT IS IN LATHE. CHECK FACE AND SKIN CUT IF NECESSARY

4. SHAFT COUPLING SHALL BE INSTALLED ON SHAFT IN MACHINE SHOP AFTER

3. PROPELLERS SHALL TURN INBOARD AT TOP WHEN GOING AHEAD.

SURVEYOR.

2. ALL MATERIALS AND FIT-UP SHALL BE TO THE SATISFACTION OF THE ATTENDING ABS

"MALTESE CROSS A-1 TOWING VESSEL, RIVER SERVICE WITH MALTESE CROSS AMS".

INTRACOASTAL WATERWAYS, LATEST EDITION. THIS VESSEL IS TO BE ABS CLASSED FOR

RULES FOR BUILDING AND CLASSING STEEL VESSELS FOR SERVICE ON RIVERS AND

1. ALL WELDING, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ABS

4 RUDDER A&D

5 STRUT CONSTRUCTION DETAILS

6 82.5 x 50 PROPELLER 825 x 50 D MRA.dwg

776-D660-01

109063-562-1

7 SB32-06614 DISC BRAKE ZF MATHERS 10562

SHAFT CALCULATIONS

K = 81.24

H = 1500 SHP

R = 272.59 RPM (GEAR RATIO IS 5.136)

ABS 4-2-1 OF RIVER AND INTERCOASTAL WATERWAYS RULES

ABS 4-3-1/9 (<90 M RULES)

LINE SHAFT KEY: MINIMUM SHEAR AREA: A =

5.1*rm

* = 7.95 IN

D = LINESHAFT RULE DIAMETER = 5.11"

D = TAIL SHAFT RULE DIAMETER = 7.84"

r = SHAFT RADIUS, MID-LENGTH OF LINE SHAFT KEY = 3.29" r = SHAFT RADIUS, MID-LENGTH OF TAIL SHAFT KEY = 3.59"

Y = YIELD STRENGTH OF SHAFT MATERIAL = 105000 PSI (AQ17)

Y = YIELD STRENGTH OF KEY MATERIAL = 105000 PSI (AQ17)K

KEYWAY CALCULATIONS

TAIL SHAFT KEY: MINIMUM SHEAR AREA: A =

5.1*rm

* = 26.32 IN

t l mt l t l t

LINE SHAFT KEY: 11 1/8" X 1 1/2" = 16.68 IN

TAIL SHAFT KEY: 18"-1/8" X 1-3/4" = 31.72 IN

D = 7.65 IN.

REQ

D = 8.00 IN.

ACT'L

SHAFT DIAMETER: D =

3 KH

R ml

TAIL SHAFT:

K = 74.34

D = 7.32 IN.

REQ

D = 7.50 IN.

ACT'L

STERN TUBE SHAFT:

D = 7.84 IN.

REQ

K = 25.25

D = 5.11 IN.

REQ

D = 7.50 IN.

ACT'L

LINE SHAFT:

HVED

Y N G

JOHN

P R

ESSIONAL ENG

E E R

N O

T G

HSAWFO

T A

T S

R E

GISTERE

30932

PE STAMP NOT VALID WITHOUT SIGNATURE

6'-1034 3/8"

DETAIL 13-B

"=1'-0"4

3SCALE:

STERN TUBE

DETAIL 15-B

"=1'-0"4

3SCALE:

& STRUT BOSS

PROPELLER ASSEMBLY

BHD DOUBLER PLATEVENT TUBE

WATER SCOOP

152"

COMPLETION, 4 PLCS.

" PLUG AFTER4

FOR CHOCKFAST WITH

FILL VENT OPENINGS

(4) PLCS." 4

AFTER COMPLETION.

FOR CHOCKFAST, PLUG

FILL VENT OPENINGS

REF 5

STRUT

(TYPICAL)

DAMMING FOAM

(TYPICAL)

DAMMING FOAM

14 "

13-C

SEE DET. 11-C

SEE DET. 10-B

14-B

SEE DET.

SEE DET. 16-C

SEE DET. 13-B

DETAIL 11-B

"=1'-0"4

3SCALE:

SHAFT COUPLING

SEE DET. 9-B

29"

26"

DETAIL 9-B

SCALE:1"=1'-0"

GEAR COMPANION COUPLING

GEAR OUTPUT FLANGE

REAM TO FIT REDUCTION1:12 TAPER

2 7/8"

G.N. #11

DETAIL 11-C

SCALE:1"=1'-0"

SHAFT SEAL FLANGE

8 BOLTS @ 12" BC

MATCH BOLT PATTERN:

PILOT DIA. 10" 7

DETAIL 13-C

SCALE:1"=1'-0"

WATER SCOOP

STERN TUBE

PIPE HALVES

SHAFT ALIGNMENT

INSTALL AFTER

DETAIL 16-C

SCALE:1"=1'-0"

PROPELLER SHAFT NUTS

CLASS 3B, 4 TPI

UNIFIED & AMERICAN STANDARD

31'-7" (APPROX.)

"16

R1"

DETAIL 13-A

SCALE:1"=1'-0"

PROPELLER SHAFT

1.25" TO CENTERS

BOLT HOLE PATTERN:

DRILL & TAP (3) PLACES

19 1/2"

10"

9" 8"

1:12 SHAFT TAPER

Ø1" UNC

13'-3"

1:12 SHAFT TAPER

WITH SCREWS

SECURE KEY

WITH SCREWS

SECURE KEY

5'-5"

17'-9"

2'2'-9" 3'-1"

2'-6

16 SEE DET. 9-C

SEE DET. 9-C

TYPICAL

""2 17 ""8

""8 32""8

" SPOON RELIEF

Ø3R1"

Ø2

Ø5

STD 4 TPI CLASS 3A

" THRD UNIFIED & AMERICAN4

DETAIL 14-C

SCALE:1"=1'-0"

ROPE GUARD

" LAP

" GAP

PROPELLER COLLAR

ROLLED TO MATCH

1" SHAFT END

PATTERN AT

MATCH BOLT

DETAIL 10-B

SCALE:1"=1'-0"

GEAR COMPANION COUPLING

Ø1

" DEEP4

1COUNTER BORE,

"64

27CAP SCREW W/

" SOCKET HEAD4

1FOR

" HOLES32

9DRILL 2 EA

DETAIL 9-C

SCALE:1"=1'-0"

SHAFT KEY DETAILS

-0.002" +0.000"

1.750"

-0.002" +0.000"

18.125"

""8 55""2

-0.002" +0.000"

1.500"

-0.002" +0.000"

11.125" ""8

""8

" DEEP4

1COUNTER BORE,

"64

27CAP SCREW W/

" SOCKET HEAD4

1FOR

" HOLES32

9DRILL 2 EA

" EDGE CHAMFER32

" EDGE CHAMFER4

1 16

MDC FILE NO:

PROJECT NO.

SCALE

SIZE DWG. NO.

SHEET OF

REV

B610012

16 15 14 13 12 11 10 9

AS SHOWN

776-D610-01

PC QTY

" THICKNESS, LENGTH TO SUIT4

1PROPELLER SHAFT LINER,

TTHORDON RIVER TOUGH (NOT COMPAC) SHAFT BEARINGS, LENGTH TO SUI

STRUT BOSSING, 15.50" O.D. 11" I.D. MECH TUBE

SHAFT SEAL BOLTING FLANGE, 1-1/2"

AQUAMET 17

THORDON

1026 STEEL, SEE REF 5

1026 STEEL

A-36 STEEL

JOHNSON DURAMAX MARINE

PC QTY

10.

11.

12.

13.

14.

GEAR COMPANION COUPLING

COUPLING RETAINING PLATE

PROPELLER SHAFT JAMB NUT

PROPELLER SHAFT PLAIN NUT

1" 7UNC 2A BOLT, 3" LONG

REINTJES, SUPPLIED ROUGH BORED

A-36 STEEL

A-36 STEEL AMERICAN STD B18.2 (SAE J755)

GRADE 8 STEEL

PC QTY

15.

16.

17.

18.

19.

20.

21.

DESCRIPTON MATERIAL

" CORNER CHAMFER32

9" w/ 8

1"x188 1"x 14

3PROPELLER KEY, 1

" CORNER CHAMFER4

1" w/ 8

1"x 118 1"x 12

1COMPANION KEY, 1

WATER SCOOP, 6" SCH 80 PIPE

FAIR WATER HUB CAP, PIPE CAP 12" SCH 40

AQUAMET 17

A-53 STEEL

ASTM A234 STEEL

CHOCKFAST ORANGE PHILADELPHIA RESINS

DESCRIPTON MATERIALDESCRIPTON MATERIAL

STERN TUBE, 15" O.D. 10.50" I.D. MECH TUBE

2 �»8

3ROPE GUARD,

2 FAIR WATER HUB CAP, STRAIGHT PIPE 12" SCH 40

2 "4

1GREASE FITTING,

A-36 STEEL

Ni-Cr-Bo

STAINLESS STEEL

ASTM A53 STEEL

24 COUPLING BOLT, 1" X 2-7/8" FITTED SAE GRADE 7, ANSI/ASME B18.3

A-36 STEEL AMERICAN STD B18.2 (SAE J755)

HVED

Y N G

JOHN

P R

ESSIONAL ENG

E E R

N O

T G

HSAWFO

T A

T S

R E

GISTERE

30932

PE STAMP NOT VALID WITHOUT SIGNATURE

File details come from the government source that posted it.