855-832-01-0 Technical Specifications.pdf

TECHNICAL SPECIFICATIONS

MICHIGAN DNR – 65’ Research Vessel

REVISIONS:

No.: By: Date:

0 Initial Release JRK 11/20/2023

16627 Fishhawk Blvd., Ste. #101

Lithia, FL 33547

(813) 654-9800

FOR: AUTHOR:

MICHIGAN DNR JRK

TITLE: DATE:

TECHNICAL SPECIFICATIONS 10/9/2023

PROJECT: DWG. #: SHEET: REV.: SCALE:

855 855-832-01 1 OF 65 0 N/A

Michigan DNR Fisheries Vessel

Boksa Marine Design, Inc.

855‐832‐01

Rev: 0

Table of Contents

SECTION 001 – GENERAL

SECTION 002 – PRINCIPAL CHARACTERISTICS

PRINCIPAL DIMENSIONS

TANK CAPACITIES

PERFORMANCE

SECTION 003 – DEFINITIONS

SECTION 004 – INTENT

SECTION 005 – SPECIFICATIONS AND PLANS HIERARCHY

SECTION 006 – PLANS FORMING PART OF SPECIFICATION

SECTION 007 – REGULATORY BODIES

SECTION 008 – CERTIFICATES AND DOCUMENTATION

FLAG STATE

CERTIFICATES BOOKLETS AND MANUALS

SECTION 009 ‐ INSPECTION AND PLAN APPROVAL

SECTION 010 – MATERIALS AND WORKMANSHIP

SECTION 011 – WARRANTY

SECTION 012 ‐ INSURANCE

SECTION 013 – DELIVERY AND ACCEPTANCE

PROVISIONAL ACCEPTANCE

FINAL ACCEPTANCE

SECTION 014 – OWNER FURNISHED EQUIPMENT AND SERVICES

SECTION 101 – GENERAL INFORMATION

GENERAL

QUALITY AND FAIRNESS

WORKMANSHIP

SECTION 109 – WELDING

SECTION 110 – HULL

BULKHEADS

LIMBER HOLES AND DRAINAGE

SECTION 114 – SHELL APPENDAGES

SKEG

TABLE OF CONTENTS

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SECTION 123 – TANKS

FUEL OIL TANKS

FRESH WATER TANK

GRAY WATER TANK

SECTION 150 ‐ DECK HOUSE

SECTION 160 ‐ BULWARKS

SECTION 163 ‐ SEA CHESTS

SECTION 167 – DOORS, HATCHES, MANHOLES AND WINDOWS

GENERAL

STRUCTURAL DOORS

HATCHES

WINDOWS

PORTLIGHTS

SECTION 170 ‐ MASTS

SECTION 180 – FOUNDATIONS

SECTION 201 – GENERAL INFORMATION

SECTION 233 – MAIN ENGINE

FUEL SYSTEM

FILTERS

EXHAUST SYSTEM

ELECTRICAL SYSTEM

SECTION 237 – MACHINERY VIBRATION ISOLATION

SECTION 241 – REDUCTION GEAR

SECTION 243 – STERN TUBE

SECTION 245 – PROPELLOR AND SHAFT SYSTEM

SECTION 256 – ENGINE COOLING SYSTEM

SECTION 259 – ENGINE EXHAUST SYSTEM

PROPULSION ENGINES

GENERATOR

SECTION 261 – FUEL OIL SERVICE SYSTEM

FUEL OIL TANKS

FUEL FILLING SYSTEM

FUEL OIL TANK VENTILATION SYSTEM

FUEL OIL TANK LEVEL MONITOR SYSTEM

FUEL SYSTEM SCHEMATIC DIAGRAM

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SECTION 270 – EMERGENCY SHUTDOWN

SECTION 300 – GENERAL INFORMATION

SECTION 302 ‐ ELECTRICAL MOTORS AND ASSOCIATED EQUIPMENT

SECTION 311 – SHIP SERVICE POWER GENERATOR

SECTION 312 – POWER SYSTEM

SECTION 313 – BATTERIES & BATTERY CHARGERS

SECTION 314 – MAIN SWITCHBOARD

SECTION 321 – SHIP SERVICE POWER CABLE

SECTION 324 – POWER DISTRIBUTION

SECTION 332 – LIGHTING SYSTEMS AND FIXTURES

SECTION 421 – NON‐ELECTRICAL/ELECTRONIC NAVIGATION AIDS

SECTION 422– NAVIGATION LIGHTS

SECTION 423– ELECTRONIC NAVIGATION EQUIPMENT

SECTION 432– INTERIOR COMMUNICATIONS

SECTION 436 ‐ ALARM SYSTEMS

SECTION 461 – SONAR SYSTEM & HYDROACOUSTIC SYSTEM

SECTION 491 – VIDEO SURVEILLANCE & CAMERA SYSTEMS

SECTION 501 – GENERAL INFORMATION

SECTION 503 ‐ BULKHEAD PENETRATIONS

SECTION 504 ‐ MECHANICAL LABELS

SECTION 505 – PIPING

GENERAL

MATERIALS

INSTALLATION

SECTION 506 – FILLS, VENTS AND SOUNDINGS

GENERAL

FUEL OIL TANKS

FRESH WATER TANKS

GRAY WATER TANK

SECTION 508 – PIPING INSULATION

SECTION 513 – VENTILATION SYSTEM

ENGINE ROOM & AFT STORES

SECTION 514 – HVAC SYSTEMS

SECTION 520 – SEA INLETS AND DISCHARGES

SECTION 526 – FREEING PORTS AND DECK DRAINS

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SECTION 528 – PLUMBING DRAINAGE SYSTEM

GRAY WATER SYSTEM

SECTION 529 – BILGE AND WASHDOWN SYSTEM

SECTION 530 – FRESH WATER SYSTEM

GENERAL

POTABLE WATER

SECTION 540 ‐ FUEL OIL SYSTEM

FUEL OIL TANKS

FUEL SUPPLY AND RETURN SYSTEM

FUEL SYSTEM SCHEMATIC DIAGRAM

SECTION 551 – COMPRESSED AIR SYSTEM

SECTION 555 – FIRE EXTINGUISHING EQUIPMENT

ENGINE ROOM FIRE SUPPRESSION SYSTEM

PORTABLE FIRE EXTINGUISHERS

FIXED HFC‐227EA FIRE EXTINGUISHING SYSTEMS

SECTION 561 – STEERING SYSTEM

GENERAL

CYLINDERS

STEERING CONTROL SYSTEM

SECTION 562 – RUDDERS

SECTION 568 – BOW THRUSTER

SECTION 581 – ANCHOR HANDLING AND STOWAGE SYSTEM

SECTION 582 – DECK MACHINERY

TRAWL WINCHES

CRANE

TRAWL NET DRUMS AND TRAWL ROLLER

SECTION 583 – VESSELS, HANDLING AND STOWAGE SYSTEM

DAVIT

SECTION 592 – FOLDING STERN PLATFORM

SECTION 601 ‐ GENERAL INFORMATION

SECTION 602 – HULL DESIGNATION AND MARKINGS

NAME AND HAILING PORT

DRAFT MARKS

OFFICIAL NUMBER

DOOR, HATCHES, MANHOLES, ETC

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PIPING SYSTEM IDENTIFICATION

SECTION 605 – SAFETY AND LIFESAVING EQUIPMENT

SECTION 611 – HULL & MOORING FITTINGS

HULL FITTINGS

MOORING/TOWING FITTINGS

SECTION 612 – HANDRAILS AND LIFELINES

EXTERIOR HANDRAILS

EXTERIOR LIFE RAILINGS

INTERIOR SAFETY RAILINGS

SECTION 621 – JOINER BULKHEADS & CEILINGS

GENERAL

JOINER WALLS

CEILINGS

WOOD FURNISHINGS

SECTION 622 – FLOOR PLATES AND GRATING

SECTION 623 ‐ LADDERS AND GANGWAYS

INTERIOR INDUSTRIAL INCLINED LADDERS

EXTERIOR VERTICAL LADDERS

INTERIOR JOINER INCLINED LADDERS

INTERIOR LADDERS

TANK, VOID AND HATCH ACCESS VERTICAL LADDERS

MISCELLANEOUS STEPS

SECTION 631 – PAINTING

GENERAL

SURFACE PREPARATION

PAINTING SCHEDULES

MACHINERY

WOODWORK

PIPING

SECTION 633 – CATHODIC PROTECTION

SECTION 634 – DECK COVERINGS

SECTION 635 – INSULATION AND SHEATHING

GENERAL

SHEATHING

SECTION 640 – ACCOMODATIONS

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SECTION 644 – HEAD

SECTION 645 – LESISURE SPACES – MESS

SECTION 651 – GALLEY AREA

SECTION 665 – PILOTHOUSE AREA

SECTION 667 – LAB

SECTION 668 – LIFTER ROOM

SECTION 813 – CONSTRUCTION SCHEDULE

SECTION 819 – DETAILED ENGINEERING

SECTION 820 – LOFTING

SECTION 832 – TECHNICAL MANUALS

TECHNICAL MANUALS

EQUIPMENT INFORMATION AND CONTACT ADDRESSES

SECTION 833 – WEIGHTS

GENERAL

DEFINITIONS

WEIGHT CONTROL PROGRAM

BUILDER’S WEIGHT ESTIMATE (BWE)

SECTION 843 – STABILITY

INCLINING EXPERIMENT

STABILITY REPORT

SECTION 982 – TESTS AND TRIALS

TESTING

COMMISSIONING

SEA TRIAL

SECTION 983 – DELIVERY

SECTION 994 – CLEANING SHIP SERVICES

************** END OF SPECIFICATIONS **************

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SECTION 001 – GENERAL

The vessel described within these specifications is a full displacement monohull research vessel with twin diesel engine propulsion through a geared reduction unit. The vessel is steered by a twin rudder steering system. Electrical power is generated from a single diesel driven generator. The generator is sized to carry the full vessel electrical demand.

The vessel’s hull is to be fabricated from ABS Grade A steel, and superstructure 5086 Aluminum.

Builder: TBD

Naval Architect: Boksa Marine Design, Inc.

Owner: Michigan Department of Natural Resources

The vessel shall have bunks for six (6) crew members.

SECTION 002 – PRINCIPAL CHARACTERISTICS

PRINCIPAL DIMENSIONS

Below are the figures that represent the characteristics of the specified vessel:

Length Overall (LOA): 65.75 ft

Length, Waterline (LWL): 59.75 ft

Beam (Molded): 18.25 ft

TANK CAPACITIES

Below are the figures that represent the preliminary tank capacities of the specified vessel:

Fuel Tank Capacity: 1,220 US gallons (95% capacity)

Freshwater Tank Capacity: 260 US Gallons (100% capacity)

Black Water Holding Capacity: N/A

Grey Water Holding Capacity: 356 US Gallons (95% capacity)

PERFORMANCE

The vessel is designed with the following target speed and range criteria at a half load condition:

Throttle Speed (knots) Range (Nautical Miles)

Max Speed 11.75 400

Normal Cruising 10.75 500

SECTION 003 – DEFINITIONS

Boksa Marine Design (BMD) refers to the firm of Boksa Marine Design, Inc. (BMD), who prepared these Specifications and PLANS for the OWNER. The term NAVAL ARCHITECT is interchangeable with Boksa Marine Design.

GROUP 000 – GENERAL INFORMATION

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BUILDER refers to the shipbuilder with whom the construction contract is made, and who will be responsible for the completion of all required work, including that of subcontractors engaged by him.

DELIVERY refers to the moment in time when Ownership and responsibility for the safety of the vessel passes from the BUILDER to the OWNER.

OWNER is the Michigan Department of Natural Resources, the company contracting to have the vessel built by the BUILDER. OWNER and OWNER'S REPRESENTATIVE are used interchangeably within this specification for review and approval of drawings and other documents and decisions during construction.

PLANS are those PLANS, provided by the OWNER, and as identified in the Specifications, which illustrate design features of the vessel from which no departure in the development of PLANS by the BUILDER is permitted, unless specifically authorized in writing by the

OWNER or his representative.

USCG is an acronym for UNITED STATES COAST GUARD.

ABS is an acronym for AMERICAN BUREAU OF SHIPPING.

OEM is an acronym for ORIGINAL EQUIPMENT MANUFACTURER

OFE is an acronym for OWNER FURNISHED EQUIPMENT

SECTION 004 – INTENT

These Specifications and PLANS provide vessel arrangement, structural arrangement and outline description of other vessel features for detail development by the BUILDER as necessary. These Specifications assume the BUILDER is competent and knowledgeable of common system and detail requirements in the various control, living, machinery, cargo, stowage and other spaces aboard this vessel.

Accordingly, the BUILDER is responsible to provide and install systems, equipment, and details necessary to deliver a serviceable and outfitted vessel that is ready for sea within the scope of these Specifications, PLANS and good marine practice.

SECTION 005 – SPECIFICATIONS AND PLANS HIERARCHY

These Specifications and PLANS describe the vessel. Where discrepancies might exist between these documents, the order of precedence from highest to lowest is:

Construction Contract

Specifications

PLANS

Ambiguities or conflicting requirements within the Contract, Specification and PLANS shall be brought to the attention of the OWNER and resolved by best engineering solution at no cost to OWNER.

The BUILDER shall not deviate from the requirements of the Contract, Specifications and PLANS without prior written authorization from the OWNER.

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SECTION 006 – PLANS FORMING PART OF SPECIFICATION

The following PLANS were prepared by Naval Architect and form part of these Specifications:

100‐01 Hull Lines (2D Lines/3D Surface Model)

111‐01 Bottom Shell

111‐02 Side Shell

114‐01 Fenders Arrangement & Details

117‐01 Transverse Frames & Bulkheads

121‐01 Longitudinal Structure

131‐01 Main Deck Structure

150‐01 Deckhouse Structure

163‐01 Transducer Arrangement & Details

167‐01 Watertight Doors & Hatches

168‐01 Weathertight Doors

171‐01 Masts & Pilothouse Top Arrangement & Details

180‐01 Trawl Winch Foundation Arrangement & Details

180‐02 Deck Crane Foundation Arrangement & Details

183‐01 Generator Foundation Arrangement & Details

201‐01 Propulsion System Arrangement & Details

243‐01 Propulsion Shaft Details

244‐01 Propulsion Shaft Strut Details

244‐02 Stern Tube Details

256‐01 Engine Raw Water‐Cooling Diagram

259‐01 Engine Exhaust System Diagram

320‐01 AC Electrical System One‐Line Diagram

320‐02 DC Electrical System One‐Line Diagram

422‐01 Navigation Lights Arrangement

506‐01 Tank Vents, Fills & Sounds Diagram

513‐01 Machinery Space Ventilation Diagram

514‐01 HVAC System Diagram

526‐01 Scuppers and Deck Drains Diagram

528‐02 Sanitary System Diagram

529‐01 Bilge & Washdown System Diagram

530‐01 Fresh Water System Diagram

540‐01 Fuel System Diagram

551‐01 Compressed Air System Diagram

556‐01 Hydraulic System Diagram ‐ with equipment vendors

560‐01 Bow Thruster Arrangement & Details

561‐01 Steering Gear Arrangement & Details

562‐01 Rudder Details

566‐01 Stabilizer Foundation Arrangement & Details

581‐01 Anchoring System Arrangement & Details

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582‐01 Mooring System Arrangement & Details

583‐01 Life Raft Foundation Arrangement & Details

591‐01 Gut Tube Arrangement & Details

591‐03 Swinging Gallows Arrangement & Details

591‐04 Gill Net Lifter Arrangement & Details

591‐05 Trawl Rollers and Trawl Net Drum Arrangement & Details

601‐01 General Arrangement

602‐01 Outboard Profile

603‐01 Inboard Profile

604‐01 Hull Markings & Draft Marks Arrangement & Details

612‐01 Handrails & Platforms Arrangement & Details

623‐01 Ladders Arrangement & Details

625‐01 Windows Arrangement & Details

635‐01 Acoustic Insulation & Noise Control ‐ with materials vendor

640‐01 Lower Deck Soles Arrangement & Details

801‐02 Welding Schedule

832‐01 Construction Specifications

835‐03 AC Electrical Load Analysis

835‐04 DC Electrical Load Analysis & Voltage Drop Calculations

891‐01 Fire & Safety Plan

Final fairing, lofting and detailed design and engineering for vessel construction are the responsibility of the BUILDER.

The Hull Lines remain the joint property of the OWNER and the Naval Architect; neither the lines nor the loft information shall be used by the BUILDER or released to any third party without the written consent of the OWNER and the Naval Architect. All drawings and calculations (printed and digital files) will be the property of the OWNER and the Naval Architect and shall be delivered to the OWNER upon DELIVERY of the vessel.

SECTION 007 – REGULATORY BODIES

This Vessel as delivered shall comply with all the applicable laws of the United States and the requirements of the various regulatory bodies and rules listed below in force at the time of DELIVERY insofar as they may have jurisdiction.

American Bureau of Shipping (ABS)

Designed and built to ABS under 90 m rules, but not to be classed

American Society of Mechanical Engineers (ASME)

American Society of Testing & Materials (ASTM)

Environmental Protection Agency (EPA)

Federal Communications Commission (FCC)

National Marine Electronics Association (NMEA)

Occupational Safety and Health Administration (OSHA)

Underwriters Laboratories (UL)

United States Coast Guard (USCG)

46CFR Subchapter C – Uninspected Vessels

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During construction the boat shall be built to conform to ABS standards, and where conflicts exist between any other standards and

ABS standards, ABS standards are to prevail.

SECTION 008 – CERTIFICATES AND DOCUMENTATION

FLAG STATE

The vessel will be documented in the United States of America with a singular endorsement as an Uninspected vessel will be built in accordance with applicable criteria.

CERTIFICATES BOOKLETS AND MANUALS

The following certificates, booklets and manuals will be issued to and received by the OWNER upon delivery of the completed vessel:

Builder’s Certificate (certified copy)

U.S. Certificate of Documentation

International Oil Pollution Prevention Certificate

The BUILDER is to supply the OWNER with a certificate that documents the BUILDER’s pressure test of the vessel’s integral tanks. The certificate is to include the date, parameters, and results of the test upon DELIVERY of the vessel.

The BUILDER is to provide the OWNER with any “AS BUILT” drawings developed through the construction of the vessel in both hardcopy and digital formats upon DELIVERY of the vessel.

The BUILDER is to provide the OWNER with a “AS BUILT” equipment list of material developed during construction of the vessel. This equipment list is to include the manufacturer, model or part number, quantity used and a description of the material used.

SECTION 009 ‐ INSPECTION AND PLAN APPROVAL

During construction, the Vessel, including all materials, outfit, machinery, and equipment, shall be subject to inspection by duly authorized Owner's Representatives. These representatives shall have free access to the vessel and the Builder's plant for the purpose of inspecting materials and work in process.

The Builder shall provide an indoor office space as the Owner’s office for the duration of the project. The office shall be furnished with adequate heating, ventilation and air conditioning, as needed; and shall include a desk, chair, direct lines for one (1) voice telephone, one (1) fax machine and one (1) high speed Internet data connection at no additional cost or rent fees.

All inspections and tests by the Owner shall be performed in a manner that will not delay unnecessarily the construction of the vessel.

Representatives of the Owner shall be available for inspection purposes when necessary. All workmanship not in accordance with the

Contract, Plans and Specifications shall be promptly and satisfactorily corrected and all rejected materials and equipment shall be promptly replaced by Builder.

The Owner shall have the right to make reasonable changes to the Plans and Specifications without extension of Delivery Date or changes in cost provided the alterations do not affect the Builder’s costs or construction time. If a change in the Plans and Specifications or a modification of the vessel involves a change in the Delivery Date and/or the Purchase Price of the vessel, the Builder shall promptly notify the Owner in writing of any change in Purchase Price, Delivery Date, effect on performance and Builder’s guarantee prior to undertaking of the change. The Owner shall promptly authorize or disapprove the change in writing. Failure of the

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Builder to notify the Owner and seek such prior authorization shall mean that the Delivery Date and Purchase price are unaffected by the change.

Should the BUILDER propose alternatives or modifications to the details specified herein or on the Contract Plans, such proposals shall be clearly set forth in writing with sketches as appropriate and submitted for review by the Owner. Normal review will require 5 workdays. The Builder shall reply to all Owner review comments within 5 workdays indicating planned action.

Builder shall proceed promptly with all changes authorized by Owner as provided herein.

In the event Builder and Owner are unable to agree upon the amount and/or additional time associated with any change, Builder will promptly proceed to perform the change on a time and material basis, computed at the rates listed in the Shipyard Schedule of Rates.

SECTION 010 – MATERIALS AND WORKMANSHIP

All apparatus (machinery, equipment, piping, etc.) shall conform to good marine practice for vessels of this class. Any work done in conformance with ABS Rules for Building and Classing Steel Vessels under 90 Meters in Length, latest edition, shall be considered

“good marine practice”. All materials and manufactured articles entering construction shall be new, of the best commercial marine quality for their respective purposes, of current manufacture, and as approved by Owner and agencies defined herein. Consideration to be given to Owner’s standards and formal approval obtained where specifications are not explicit.

When the phrase "or equal" or “or equivalent” follow the name of a manufacturer or trade designation, it is used to indicate the general character of the design, quality, and construction of items. It is not the intent to restrict source of supply to such brands, but substitutes shall not be inferior to the item named in the Specification and shall be to the OWNER's satisfaction and approval. At a minimum, substitution requests should consider the following: dimensions, weight, materials, service facilities, performance, power requirements, cost and special features. Requests for any substitution by the BUILDER are to be submitted in writing to the OWNER for review and approval. When the phrase "or equal" or “or equivalent” does not follow the name or trade designation, the BUILDER's bid shall be based on the product or item as specified and no substitution is acceptable in this bid.

Materials are to be ordered to standard sizes wherever such apply to facilitate replacement or repair. All materials and equipment shall be new and of good commercial quality.

When materials are referred to in this Specification or proposed by the BUILDER without further identification, they shall be as follows

(or as detailed in the corresponding PLANS):

Steel – ABS Grade A

Stainless Steel, welded – Sheet and Plate ‐ ANSI 316L

Stainless Steel ‐ Shapes and Pipe ‐ ANSI 316L

Stainless Steel Polished Pipe and Tube – ANSI 316L

Aluminum Plate – 5086

Aluminum Extrusions ‐ 6061

The BUILDER is to provide mill certifications and material tracking for all steel, stainless steel and aluminum used in the construction of the vessel.

Hardware used to secure all deck components painted, steel, aluminum and stainless steel should be thoroughly bedded in UV resistant polyurethane bedding compound. Bedding should be applied to weather deck side of fasteners and hardware alone, not to the interior.

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SECTION 011 – WARRANTY

The Builder shall guarantee that on delivery, performance of the vessel and all design, workmanship, machinery, materials and equipment used in the construction of the vessel will fully comply with the requirements of these Specifications and PLANS. Warranty requirements shall be as detailed in the Construction Contract.

SECTION 012 ‐ INSURANCE

From the time the first materials and/or equipment destined for inclusion as part of the Vessel become at risk to the BUILDER or at the time the keel is laid, whichever is earlier, until the Vessel has been completed, physically delivered to and accepted by OWNER, the Vessel and its materials, Outfit, Equipment and Appliances to be installed in the Vessel, whether Builder furnished or Owner furnished, shall, at the expense of the Builder, be kept fully insured under Builder’s Risk insurance. Fully insured is defined as the amount of insurance at least equal to the replacement value of the Vessel during construction at any point in time as well as all equipment located at Builder’s facility for inclusion in the Vessel.

Such insurance shall be maintained at full coverage in accordance with the construction costs at the time of the claim, if any. The

Owner shall be named as insured under the Builder’s Risk Policy. The Builder’s Risk Policy shall contain a Loss Payable Clause in favor of the Builder and Owner, as their respective interests may appear. The terms of such insurance shall be set forth in the construction contract.

Other insurance requirements, such as Workers’ Compensation Coverage, Automobile Liability, Protection, and Indemnity for third parties, and Marine General Liability, shall be set forth in the construction contract.

SECTION 013 – DELIVERY AND ACCEPTANCE

PROVISIONAL ACCEPTANCE

Following satisfactory completion of all Builders tests and trials, correction of all "punch list" deficiencies, and receipt of all contract deliverables, the vessel will be Provisionally Accepted at the Builder’s yard. Delivery of the vessel may not be started until Provisional

Acceptance of the vessel has been made.

FINAL ACCEPTANCE

Final Acceptance will be made upon delivery of the vessel, afloat and "Ready for Service" at the Builders facility and following successful completion of all Builders trials and tests and Provisional Acceptance, and the Final Acceptance demonstrations. "Ready for Service" is defined as clean inside and out; all trash, dunnage, lashing, and delivery related material disposed of; loose items of outfit in place;

all electrical and mechanical systems operational; equipment properly adjusted; instruments and electronics calibrated or aligned; all coatings applied in accordance with the paint manufacturers recommendations.

Delivery of the vessel to her homeport in Charlevoix will be the responsibility of the Builder, including all costs associated with this task.

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SECTION 014 – OWNER FURNISHED EQUIPMENT AND SERVICES

The following items are OWNER FURNISHED equipment and services. Installation is the Builder’s responsibility unless specifically noted otherwise in the Specifications and Plans. This list is for general reference only. The exact scope of supply shall be as described in the construction contract.

1. VHF Radio #2 – Standard Horizon GX1400GPS – Qty one (1) will be OFE, taken from Steelhead

2. Chart Plotter – Furuno TZT16F – Only one (1) of the chart plotters will be OFE, taken from Steelhead

3. Sonar – Furuno DFF3D – The sonar box will be OFE (from Steelhead), but the matching Furuno 165T/275LHW‐12P transducer will be builder supplied. The transducer will be installed per OEM guidelines and located per Owner’s guidance.

4. Open‐array radar DRS6ANXT/4

5. Heading sensor‐PG700

6. Satellite compass SCX20

7. Autopilot‐NAVPILOT711C

Any Owner furnished equipment, vessel stores or supplies shall be delivered to the Builder for storage during the course of construction. The Builder is to provide adequate, dry and secure storage space as necessary for this equipment. Owner furnished equipment will be supplied complete, delivered FOB to the shipyard with all certificates, required accessories, attachments, gauges, sensors, etc. for the Builder to install and secure as specified by the OWNER and/or OEM. All Owner vendor startup and trial expenses shall be to the OWNERS account.

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SECTION 101 – GENERAL INFORMATION

GENERAL

The BUILDER is to construct the principal structure as described herein. All structures are to be constructed of ASTM A‐36 or ABS Grade

A mild steel and Aluminum 6061 and 5086 as described in the PLANS.

All welds in the hull shell are to be left unground. All exterior welds on the superstructure are to be left unground. All steel shall be wheel‐abrated and pre‐primed. Steel and Aluminum Certificates shall be provided to the OWNER, along with the location of the certified steel and aluminum.

All workmanship and welding shall be in accordance with the following:

Vessel to be designed and built in accordance with the ABS Rules for Building and Classing Steel Vessels Under 90 meters in Length but the vessel will not be classed or receive a Load Line assignment.

QUALITY AND FAIRNESS

Construction details shall be in accordance with ABS’ “Guide for Shipbuilding and Repair Quality Standards for Hull Structures During

Construction”, latest edition. Plating shall be fitted fair and free from buckles or uneven sight edges. All formed plates or shapes shall be formed true to the required alignment, shape or curvature. Where flanges are used for attachments, the faying edges shall be beveled and free from hollows.

Shims shall not be used to correct improper fit. Members shall be in alignment before welding is undertaken. No fairing compounds shall be used. Warpage or distortion that prevents the installation of the final welded assembly into the vessel is not acceptable.

"Panting" or "oil‐canning" of any panel in shell, deckhouse or decks is not permitted. Filling compound shall not be used to compensate for unfairness in the vessel structure. Every effort shall be exercised to construct a vessel with fair and undistorted surfaces. This shall include diligence for careful fit‐up, proper weld sequences and utilizing minimum weldments to achieve required structural strength.

The maximum unfairness between hull, deck and house stiffeners shall be t/2, where “t” is the plate thickness.

Penetrations of deck, bulkhead, and shell plating shall be reinforced as required to maintain structural integrity.

All cuts shall be neatly and accurately made with edges cleaned for welding. All sharp edges exposed to personnel or equipment shall be dressed or ground to avoid injury to operating or maintenance personnel or damage to equipment. Internal corners shall be filleted and external corners shall be rounded off. Ragged edges or sharp projections shall be removed.

All burning of notches and holes in the structure shall be carefully laid out and shall be regular in outline with jagged edges removed and with rounded corners. Semicircular “rat holes” shall be provided in framing members in way of passing welded seams or butts in the attached plating. Notches and rat holes shall be machine cut.

Where it is necessary to provide holes for passage of wiring, piping or ductwork through vessel structure, special penetration details shall be used to maintain structural and fire insulation integrity and oil/water/air tightness as appropriate.

GROUP 100 – HULL STRUCTURE

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The BUILDER is to ensure that precautions are taken to prevent rusting of exposed plate and new welds. Painting shall be conducted within a controlled environment, protected from the elements, through use of either permanent or portable structures.

WORKMANSHIP

The BUILDER is responsible for developing local strengthening, such as foundations and piping penetrations. Penetrations of deck, bulkhead, and shell plating shall be reinforced as required to maintain structural integrity. All rough edges, sharp corners, weld spatter, etc. shall be ground smooth. Where temporary attachments are removed, the surface shall be restored by welding and grinding. Lifting pads shall be cut neatly and left in place for future use, except as directed by OWNER. Structures shall not be removed with a hammer but rather by grinding away welds.

Bottom, side and deck longitudinals and girders shall be continuous and fully aligned throughout the length of the vessel. Girders and deck longitudinals shall be continuous through transverse structures except as detailed in the PLANS in way of tank boundaries, watertight bulkheads, etc. No hull non‐tight stiffeners shall end in mid‐plate. All stiffener ends must be bracketed, clipped or lapped.

Decks shall be reinforced with heavy inserts and framing in way of cleats, tow bitts, winches, etc. Insert plates shall in general be used in preference to doubler plates. Any use of doubler plates shall be approved by the OWNER. All deck openings shall have well‐rounded corners in accordance with ABS guidelines, with a minimum radius of 3”.

SECTION 109 – WELDING

All welding, brazing and related procedures including joint design, joint strength calculations, edge preparation, fabrication, welding inspection and records shall be in accordance with the ABS Rules for Building and Classing Steel Vessels Under 90m in Length, latest edition. Weld sizes, types, and intermittent spacings (where allowed), shall be as described in BMD drawing 855‐810‐02, “Welding

Schedule”, or as otherwise specified on the Plans.

All welding shall be performed by welders certified by ABS or USCG. The BUILDER shall provide copies of certificates and procedures to the OWNER.

All welds that are exposed to weather shall be double continuous as described on the PLANS.

Welding shall be performed in a sequence that precludes significant locked‐in stresses and produce surfaces that are fair and free of buckles, bulges and other surface irregularities.

The surface of all parts to be welded shall be clean, dry and free from rust, scale and grease. Care shall be taken to ensure thorough penetration and fusion; undercutting is to be avoided. Before sealing run is applied to a butt weld, the clean metal of the original root is to be exposed. All welds not meeting these conditions shall be cut out and re‐welded.

All finished welds are to be uniform and free from defects such as slag inclusions, porosity, incomplete penetration, or undercutting.

New welds shall be treated within 24 hours to remove slag and paint with primer to prevent rusting. Where temporary attachments are removed, the surface shall be restored by welding and grinding.

Complete visual inspection of all butt and fillet welds shall be carried out by supervising authorities. All shell welds are to be thoroughly cleaned and staging is to be provided for access thereto. The Owner reserves the right to employ radiography or other non‐destructive testing of shell butt welds at a suitable stage of construction. The Builder is to provide access and assistance as required.

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Defective welds are to be opened up and examined to determine the extent of defect, and subsequently re‐welded. If defects are other than limited, the Builder shall be responsible for further radiography to establish local extent.

SECTION 110 – HULL

BULKHEADS

The BUILDER shall install watertight bulkheads as shown on the PLANS.

LIMBER HOLES AND DRAINAGE

Limber holes shall be provided in longitudinal and transverse members for bilge drainage, to prevent the accumulation and retention of liquids, and to permit their free flow to drains, scuppers, sumps, and suction pipes.

Limber holes in bottom longitudinals shall be located to ensure drainage of each bay formed by longitudinals and transverse frames.

The number and size of limber holes may be reduced by including the area of scallops and cutouts for shell seams and butts where they are available for drainage.

SECTION 114 – SHELL APPENDAGES

SKEG

A 1” steel plate skeg shall be installed per the appropriate structural plans and be fully integrated fore and aft with the forward 1” steel plate stem bar beginning at the forward termination point of the skeg and a 1” stem bar shall run to the transom at the aft termination of the skeg plate.

SECTION 123 – TANKS

Hatches or manholes shall be provided for all tanks, voids, and other spaces requiring access. All hatches or manholes shall be gasketed oil tight or watertight with gasket materials appropriate for the contents of the spaces served. Locations shown on the plans are advisory and may be repositioned to suit final arrangements provided adequate access and ventilation is maintained.

FUEL OIL TANKS

Integral steel tanks for storage of fuel oil shall be fabricated and fitted for storage of fuel oil as indicated on the PLANS.

Fuel Oil Tanks #1 and #2 shall have manhole access on the tank top. The manholes shall provide a clear 18” round opening for access to the interior of the tank. The manholes shall have a Nabrico screw hatch cover or equivalent. The #1 fuel tank shall have two manholes on the tank top if necessary to access all areas of the tank.

The interior of the tanks are to be prepared for coating as described in SECTION 631.

FRESH WATER TANK

An integral steel tank for storage of potable water shall be fabricated and fitted for storage of potable water as indicated on the PLANS.

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FW 1C shall have manhole access on the tank top boundary located for ease of access. The manholes are to provide a clear 18” round opening access to the interior of the tank. The manholes shall have a Nabrico flush screw hatch cover or equivalent.

The interior of the tanks are to be prepared for coating as described in SECTION 631. Once prepared the interior tank surfaces are to be coated with a high solids epoxy paint that complies with NSF Standard 61 (Sherwin‐Williams Tank Clad HS or equivalent). Three (3) coats of the paint are to be applied. The coating is to be acceptable for use in contact with potable water.

A readily accessible drain valve shall be provided, at the forward tank boundary (11.25” aft of FR. 27), as low as practicable.

GRAY WATER TANK

A 120 gal freestanding polyethylene tank for gray water storage shall be installed below the accommodation decking, along centerline between frames 13‐16.

The polyethylene tank shall have a minimum wall thickness of 5/16” and shall be properly constructed/stiffened to not deform in its expected use. Tank penetrations shall be performed per manufacturer’s guidance.

The tank shall be approximately 10”x40”x72”. A suitable foundation and hold‐down straps shall be constructed to fully support the tank from movement in any direction.

A round removable access must be provided on the top of the tank for inspection and pump‐out purposes. This must be located under a removable floor panel, to the satisfaction of the OWNER.

SECTION 150 ‐ DECK HOUSE

The main deck house and pilot house are aluminum. Structural arrangements are shown on the PLANS. Precautions shall be taken in welding aluminum work to produce surfaces that are practically flat, without severe buckles or other objectionable surface irregularities.

SECTION 160 ‐ BULWARKS

The bulwarks are steel. Structural arrangement is shown on the plans. Freeing and mooring ports shall be cut in bulwarks per regulatory requirements and to permit the egress of deck wash or wave action.

Bulwark brackets shall be aligned exactly with bulkheads and frames below deck. Bulwark caps shall have well rounded edges to prevent chafing of lines and injury to personnel.

SECTION 163 ‐ SEA CHESTS

There shall be two sea chests, located between Frames 19 and 20, approximately 4 ft OCL P/S. Chests shall be constructed of 8” sch.

40 vertical pipe, with a 5/16” top plate. The top plate is to be fitted with a valve that services both as an air bleed complete with a compressed air connection to blow out the sea chests. Sea chest inlets are to be fitted with strainer plates with an open area at least

1.5 times the open area of all pipes taking suction from the sea chest. Reference BMD Dwg 855‐256‐01.

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SECTION 167 – DOORS, HATCHES, MANHOLES AND WINDOWS

GENERAL

The BUILDER is to be responsible for constructing the vessel such that the closures installed on the vessel have the same structural strength and watertight (WT) and weathertight (WEAT) integrity as the surrounding structure.

Only Advantec Marine, or equivalent, will be acceptable. Full penetration welds shall be provided at the connection between the deck and the hull structural closures. Bulkhead and deck openings are to be suitably stiffened in way of installed closures.

Locations of doors, hatches, manholes, bolted accesses, windows, port lights, and ventilation weather closures are shown on the

PLANS.

The BUILDER shall confirm all sizes indicated in the PLANS with the sizes determined during detail review before purchase and fabrication. Where discrepancies exist between the Specifications and PLANS, the BUILDER shall consult with the OWNER to determine the appropriate size.

The keying arrangement of doors shall be subject to approval by OWNER. All doors into the vessel are to be capable of being secured from inside.

All doors shall be operable from each side, as applicable, and shall be complete with all hardware and keys required for the particular door.

All doors shall have bumpers. All doors and hatches shall have hooks or locking mechanisms to retain hinged doors and hatches in the fully opened position. All doors and hatches shall be clear of opening mechanisms or other obstructions when open.

Watersheds shall be fitted over all doors and windows opening to weather.

Backing plates to prevent failures due to vessel motions shall be provided for hinges, door closures, and latching devices.

The tops of doors shall be 6’‐8” above the finished deck or landing surface unless otherwise specified. Doorsill elevations for weathertight doors shall meet Load Line regulations. An elevated steel grating step shall be fitted at each door with a sill height over

15”. All doors shall be provided with hold back hooks for full open position.

STRUCTURAL DOORS

All exterior doors are to be keyed alike (Advantec Marine or equivalent).

Pilothouse Entry between Frs 14 and 15 P/S

Two (2) 30” x 76” clear opening, aluminum weathertight sliding door, aluminum weld‐in frame, with 19”x30” Tempered Glass with opening sliding windows with 3M UV film

Lifter Room Port Side Door on Main Deck between Frs 10 and 11

One (1) 30” x 76” clear opening, aluminum weathertight sliding door, aluminum weld‐in frame, with 19”x30” Tempered Glass port with 3M UV film

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Lifter Room Starboard Side Door on Main Deck at Fr 16

One (1) 24” x 76” clear opening, aluminum weathertight, aluminum weld‐in frame, with 13”x30” Tempered Glass port with 3M UV film

Dry Lab Aft Door on Main Deck on Aft Main Deck House Bhd

One (1) 30” x 76” clear opening, aluminum weathertight, aluminum weld‐in frame, with 19”x30” Tempered Glass port with 3M UV film

Engine Room Entry from Main Deck at Fr 23 Port Side

26” x 76” clear opening as shown on the PLANS, aluminum watertight door, aluminum weld‐in frame, Linkage Dogs.

Engine Room Entry from Below Deck at Fr 26

26” x 58” clear opening as shown on the PLANS, aluminum watertight door, steel weld‐in frame, Linkage Dogs, with a 10” diameter tempered glass portlight.

Fwd WT Bhd Passageway Door at Fr 9

26” x 76” clear opening as shown on the PLANS, aluminum watertight door, steel weld‐in frame, Linkage Dogs, with a 10” diameter tempered glass portlight.

All gaskets are to be secured to the door and hatch using polyurethane adhesive (Sikaflex). The steel surface is to be clean, degreased and roughed.

HATCHES

All hatches to be Freeman Marine or equivalent.

Anchor Locker Access at Frame 1.5

18” diameter clear opening as shown on the PLANS, aluminum watertight hinged hatch, steel weld in frame.

Bow Thruster Void Access at Frame 5

24”x24” (2464 Product ID) clear opening as shown on the PLANS, aluminum watertight hinged hatch, steel weld in frame.

Accommodation Space Escape at Frame 17

24”x24” (2464 Product ID) clear opening as shown on the PLANS, aluminum watertight hinged hatch, steel weld in frame.

Engine Room Space Escape at Frame 18.5

24”x24” (2464 Product ID) clear opening as shown on the PLANS, aluminum watertight hinged hatch, steel weld in frame.

Lazarette Escape at Frame 29.5

24”x24” (2464 Product ID) clear opening as shown on the PLANS, aluminum watertight hinged hatch, steel weld in frame.

Stores Access at Frame 29

48” x 48” clear opening as shown on the PLANS, aluminum watertight hinged hatch, flush steel weld in frame, yard fabricated.

Hold/Stores Access at Frame 34

30” x 30” clear opening as shown on the PLANS, aluminum watertight hinged hatch, flush steel weld in frame.

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WINDOWS

All windows are to be Advantec or equivalent with a stainless steel weld‐in frame.

Pilothouse Front (3)

Openings as detailed on the PLANS, Aluminum weld in frames, 0.375” Diamontemp glass with 3M UV film. The three windows shall have a pantographic windshield wiper.

Pilothouse Port and Starboard (4)

Openings as detailed on the PLANS, Aluminum weld in frames, 0.25” Diamontemp glass with 3M UV film .

Pilothouse Aft (2)

Main Deck House Windows (11)

PORTLIGHTS

All portlights are to be Advantec or equivalent.

Two (2) side shell non‐opening (in the engine room) and seven (7) opening (elsewhere) port lights as detailed on the Plans, steel weld in frames, 0.75” Diamontemp glass with 3M UV film, and dead front covers.

SECTION 170 ‐ MASTS

A fixed aluminum navigation light mast, complete with flag staff, halyards (3), yardarm, lights, anemometer and antenna foundations, shall be installed on the top of the pilothouse as shown on the plans.

Mast shall be nominal sch 80 pipe, suitable stiffened to prevent vibrations.

SECTION 180 – FOUNDATIONS

The BUILDER shall design, construct and install foundations for all equipment and machinery installed in the vessel, in locations shown on the PLANS. All foundations shall be constructed so as to minimize weight. The design of foundations shall provide for alignment and other special criteria as may be specified by the OEM or regulatory bodies.

Foundation design shall provide adequate strength to support and maintain alignment of the mounted equipment in its operational mode. Loadings to be considered in design of foundations shall include dry weight of equipment, weight of fluids, dynamic loadings induced by equipment in operation, weights of supported ancillary components and/or systems (e.g. wiring, piping, control equipment, safety shields), and ship motions (see SECTION 001).

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All foundations and supports for equipment and components with moving or rotating parts shall incorporate vibration isolation devices that will function under service environment and design load conditions defined in SECTION 001. Foundations shall incorporate suitable supports so as to prevent excessive or unusual vibration under the normal range of vessel operating conditions.

All foundations shall be constructed so that positive and accurate alignment of equipment and components can be maintained. The rigidity of foundations and supporting structure shall be sufficient to prevent misalignment that would interfere with operation of the machinery and equipment and to preclude excessive vibratory motion or rocking on the foundation. Structural members of the hull shall be used as parts of the foundations. Foundations shall be adequately supported by, and braced to, the vessel’s structural members so that equipment loadings are properly distributed. They shall be neatly finished, with extremities terminated on adjacent structural members to develop continuity and avoid hard points on adjacent structure. Foundations shall be constructed of the same material as the surrounding structure.

All equipment bolted to foundations shall have mounting bolt holes accurately bored (not burned) and reamed to provide a no‐slop fit which meets the manufacturer’s requirements.

Limber and lightening holes shall be used wherever the required strength and rigidity are not adversely affected. Complete drainage of foundation structure shall be provided. Drainage in way of foundation coamings and drip trays shall be provided as necessary for all equipment containing hazardous materials such as fuel oil, lube oil, hydraulic oil, etc.

Mooring fittings, including bitts, chocks, cleats, bow staple, and mooring ports shall be located as indicated on the plans. Bases shall be designed to fit close to the steel deck or other structure. Rope surfaces shall be clear and smooth to prevent undue wear on hawsers and warps. Suitable deck insert plates and stiffening of decks and bulwarks shall be provided under bitts. Mooring bitts shall be of welded or cast steel construction.

All equipment exposed to weather shall be fastened to its foundation with stainless steel studs, bolts, S.S. washers and brass nuts.

Installations requiring fasteners not made of stainless steel shall be submitted to the OWNER for approval.

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SECTION 201 – GENERAL INFORMATION

The vessel’s propulsion shall be supplied by two (2) fixed pitch propellers. Steering will be accomplished by use of twin rudders. The

BUILDER shall furnish the Main Engines, gears, rudders and the propellers (2 each).

The Builder shall provide any and all required field engineering and start‐up services for the main engines, gears, and associated systems, not mentioned herein.

The Builder is responsible for the full installation of the equipment and all support systems, including lubrication, cooling, hydraulics, electrical, and control, in accordance with the manufacturer’s requirements and the manufacturer’s representative.

SECTION 233 – MAIN ENGINE

The Main Propulsion Engine is to be twin Cummins Diesel Model QSM11 HD. The engine is to be rated at 405 BHP at 2100 RPM (Heavy

Duty Rating). The engine is to be certified EPA Commercial Marine Tier 3/IMO II compliant.

COOLING SYSTEM

Raw Water Cooled

FUEL SYSTEM

Cummins fuel system

FILTERS

Lubrication Oil Filter

Primary and Final Fuel Filter

Air Filter

EXHAUST SYSTEM

Dry Exhaust with Silencers

ELECTRICAL SYSTEM

Electric Starter, electronically governed

Digital Instrument Panel with harnesses to display Tachometer/Diagnostics, Oil Pressure, Water Temperature, Voltmeter and

Hour Meter indications at the pilothouse. The panel is to incorporate engine start/stop switches.

Analog Instrument Panel with harnesses to display Tachometer, Oil Pressure, Water Temperature Exhaust Pressure, Exhaust

Temperature and Voltmeter indications in the Engine Room. All analog instruments are to have case independent (isolated) ground.

Three stations (Pilothouse station, aft main deck by the port stack and in the Lifter Room Trench) electronic shift/throttle controls.

Engine Mounted Alternators with isolated ground per engine

GROUP 200 – MAIN PROPULSION

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SECTION 237 – MACHINERY VIBRATION ISOLATION

The propulsion engines (forward) and transmissions (aft) foundations will be fabricated steel weldments designed to allow for shaft alignment adjustments. The weldments will be attached to isolation mounts that are bedded in ‘Chockfast Orange” and attached

(bolted) to the longitudinal engine stringers. The isolation mounts are to be the Cummins supplied or equivalent. The resilience of the mounts is to be determined by the Engine manufacturer and/or Sounddown or equal.

SECTION 241 – REDUCTION GEAR

Two (2) ZF Marine, model 325‐1A 7 degree down angle reduction gears with a 2.41:1 reduction ratio are to be provided with the propulsion engines. The gears are to be close coupled to the engine and mounted to the longitudinal engine beds.

Propeller rotations are to be top outboard.

The transmissions are to be outfitted with:

Transmission oil cooler (engine mounted)

Hydraulic Shift (integrated with gear)

Gear Oil Pressure Gauge

SECTION 243 – STERN TUBE

The stern tube is to have the same watertight integrity as the bottom shell. The aft end of the stern tube is to have a bearing sleeve installed (3‐3/8” O.D. x 10”L Johnson Brass Code Name “CORN” or equal). The sleeves are to be installed and aligned with chockfast.

The engine end of the stern tube is to be fitted with a drip‐less shaft seal (Tides Marine FSK‐2500‐4500 or equal).

SECTION 245 – PROPELLOR AND SHAFT SYSTEM

The propeller shaft is to be manufactured from 2‐1/2” diameter Aqualoy 22 HS or equivalent material. The shaft will be keyed at the coupling end and tapered, keyed and threaded at the propeller end per SAE J‐755. The shaft is to be removable from the shaft tube without damage. A Certificate of Origin shall be provided with the shaft.

The propellers will be 5 bladed, 32” diameter, pitch and DAR TBD by propeller vendor. The propeller material will be NiBrAl.

The propeller will be secured to the propeller shaft using a bronze full nut and half nut with a stainless steel cotter pin.

A Spur Marine (or Equal) line cutter shall be installed just forward of the propeller hub and in accordance with Manufacturers installation instructions.

SECTION 256 – ENGINE COOLING SYSTEM

The Builder shall be responsible for procurement and installation of all cooling system components required for the propulsion and auxiliary machinery, including but not limited to the following:

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Equipment

Cooled/Component

QTY

(total)

Supplier Model Remarks

ENGINE COOLING

WATER STRAINER

2 Eaton (or equal) 53 BTX Carbon Steel Body, SS Basket

GENERATOR

COOLING

WATER STRAINER

1 Eaton (or equal) 72 Carbon Steel Body, SS Basket

All cooling systems for this equipment shall be sized and installed in accordance with equipment manufacturer recommendations.

All coolers shall be adequately vented and each cooling loop shall be designed and installed with means for bleeding air from high points to properly purge the systems. All cooling lines to be equipped with drain lines located at the lowest point in the system.

Each cooling loop shall be equipped with an expansion tank with sight glass and low level alarm. The tanks shall be thoroughly cleaned after fabrication. Tank fill valves shall be accessible from the deck plate level.

SECTION 259 – ENGINE EXHAUST SYSTEM

PROPULSION ENGINES

The BUILDER is to install the Propulsion Engine Exhaust System as detailed in the PLANS.

The Propulsion Engine exhaust gases are to be plumbed…