SOW.pdf

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Mobile Test Enclosure (MTE) Federal contract opportunity
Solicitation number
N6660421Q0037
Issued by
Department of the Army Corps of Engineers Engineering District Omaha

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PR 1300877716 CDRLs Signed.pdf PDF
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CDRL Addendum.pdf PDF

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UNCLASSIFIED

Portable Test Enclosure Specification

General This specification outlines the requirements for the construction of a portable test enclosure (PTE) for land‐ based and at‐sea use. The PTE will be lifted on and off the deck of a vessel by a crane or a forklift, and properly secured to the vessel’s deck. The PTE will be a stand‐alone container connected to land‐based or ship’s electrical service and provides a weather‐tight climate controlled environment. The requirements provided below dictate the minimum acceptable performance specifications necessary for the PTE.

Applicable Documentation The following standards and documentation shall be used to determine the acceptable design and construction of the PTE. The U.S. Government, to be further referred to as the customer, will be the sole inspection authority for the validation of these standards.

Document Reference Number

Document Name Latest Version

1.0 American Bureau of Shipping (ABS) High Speed Craft , Materials and Welding

August 2020

2.0* ISO 1496‐1:2013 2013

3.0* American Welding Society Structural Welding Code D1.1 23rd edition

4.0* IEEE Standard 45.1‐2017 (latest edition) IEEE Recommended Practice for Electric Installations on Shipboard

5.0* Structural Steel Painting Council (SSPC) Standards Latest editions

6.0 PSPC – Performance Standard for Protective Coatings Latest editions

7.0 United States Coast Guard (USCG) Design and Engineering

Standards CG‐ENG‐3, 46 CFR Subchapter J

8.0 USCG CG‐ENG‐4 Fire Safety Latest editions

9.0 USCG Hazardous Materials Division (CG‐ENG‐5) Latest editions

10.0* National Fire Protection Association (NFPA) 703 ‐ Standard for Fire‐Retardant‐Treated Wood and Fire‐Retardant Coatings for Building Materials

11.0 MIL‐DTL‐24640C ‐ Cables, Lightweight, Low Smoke, Electric, for Shipboard Use, General Specification For

8 November 2011

12.0 MIL‐STD‐3037, Inspection Criteria for International

Organization for Standardization (ISO) Containers and Department of Defense Standard Family of ISO Shelters

27 January 2017

*For Purchase

Drawings, Inspections, and Approvals The drawings attached to this specification are for reference only. They are included only to show intent and are not the exact details of the final construction. Upon request from the vendor, the customer will provide additional inspections at critical fabrication milestones. The customer representative is the sole inspection and approval authority.

Preliminary Fabrication Stage

The vendor shall provide electronic and three (3) copies of draft preliminary drawings to the customer for review, comment and return to the vendor for incorporation into the preliminary drawings. The vendor shall allow inspection of the container at the vendor’s fabrication site prior to sandblasting and protective coating application. The vendor shall provide final preliminary drawings to the customer for approval and subsequent PTE fabrication.

Developmental Fabrication Stage The vendor shall provide electronic and three (3) copies of draft developmental drawings including a parts list indicating the manufacturer, part number, and contact information to the customer for review and comment.

The vendor shall provide electronic and three (3) copies of final developmental drawings to the customer for approval including a parts list indicating the manufacturer, part number, and contact information. The vendor shall allow inspection of the container at the vendor’s fabrication site to approve the PTE’s final construction and that the PTE meets the specifications and regulations.

Production Completion Stage The vendor shall allow inspection of the completed container prior to approval and shipment of the completed container to the customer. The vendor shall provide final drawings to the customer prior to PTE approval.

Deliverable Products Applicable to Drawings, Inspections and Approvals:

The contractor shall deliver electronic and three (3) copies of draft and final preliminary drawings for review and comment that shows a parts list indicating the manufacturer, part number, and contact information IAW CDRL A001.

The contractor shall deliver electronic and three (3) copies of draft and final developmental arrangement drawings for review and comment that shows a parts list indicating the manufacturer, part number, and contact information

IAW CDRL A002.

The contractor shall deliver electronic and three (3) copies of draft and final production drawings and lists for review and comment that provides sufficient information for preventive maintenance scheduling and sufficient information for modification IAW CDRL A003.

Dimensions The PTE shall have the following dimensions:

Length: 20‐feet Width: 10‐feet Height: 8‐feet, 6‐inches

Prior to any modifications, any container shall be new, ISO/CSC certified, and shall contain a CSC plate (International Convention for Safe Containers) dated within 5 years or have met an inspection in accordance with AD 12.0 and have a current DDFORM2282 decal prior to any modifications. The vendor shall provide all ISO/CSC certification documentation of the container and all Commercial‐off‐the‐Shelf (COTS) documentation for the safe operation and maintenance of the heating, ventilation, and air conditioning (HVAC), doors and hatches, safety rails. The CSC plate shall be removed to permit sandblasting and painting, and then reinstalled.

The contractor shall deliver all ISO/CSC certification documentation of the container and all documentation for the safe operation and maintenance of the heating, ventilation, and air conditioning (HVAC), doors and hatches, and safety rails IAW CDRL A004.

Gross Weight The PTE shall be designed for a maximum gross weight of 26,000‐pounds.

Tare Weight The “tare weight” shall be considered to be the equipment and materials given in this specification. Once fabrication is complete, the PTE shall be weighed to determine the tare weight. Both the gross weight and tare weight shall be clearly displayed on the outside of the completed PTE.

Construction The portable test PTE shall conform to standard ISO construction in accordance with applicable document 13.0:

The PTE shall be constructed with rounded ISO corners

The PTE shall have forklift pockets at the middle of the PTE’s 20‐foot length and shall run through the PTE’s 10‐foot depth such that the PTE’s design can be lifted and moved by a forklift, capable of lifting 26,000‐pounds minimum from either of the length’s sides. Withstand 100,000 lbs. at 45‐degrees from the rolling and pitching of a vessel at sea.

Allow lifting with a crane and chained to the deck of a ship by the ISO corners

Allow transport via flatbed truck

TOP AND SIDE PANEL STIFFNESS

In accordance with Applicable Document 1.0, the side panels shall be constructed to meet the pressures for side and aft bulkheads described in American Bureau of Shipbuilding (ABS) High Speed Rules (2.0 psi for plate and 1.5 psi for stiffeners). A standard steel ISO container that does not meet this requirement shall be stiffened as shown in Figure 1.

Figure 1. Steel Wall Construction

Deck Loading The interior deck structure shall be designed and built to support a minimum payload of 2000‐pounds evenly distributed 10‐pounds per feet‐squared.

STANDARDS OF CONSTRUCTION

All welding procedures and certifications shall be in accordance with Applicable Documents 1.0 and 3.0 for all welding, preparation procedures, and finishing operations. All welding and welding inspections shall be performed by certified welders and inspectors in accordance with Applicable Documents 1.0 and 3.0 for all welding, preparation procedures, and finishing operations. Inspection methods and acceptance standards for all welds shall be in accordance with American Welding Society (AWS) and AD 3.0. All frames, plating, and brackets shall be installed and shall be aligned in a neat, clean, and faired manner. All rough edges shall be ground smooth. All corners shall be ISO‐rounded corners. Weld joints shall be free of slag and spatter.

Undercutting shall not be permitted. All shell plate welding shall be double‐sided, continuously welded.

The contractor shall deliver all personnel welding certifications for welders and inspectors IAW CDRL A005.

Materials The PTE will reside and will be used in a marine environment. In accordance with Applicable Documents 7.0 8.0, 9.0, and 10.0, all materials used in both construction and outfitting shall be marine grade. All materials for the construction of the PTE shall meet USCG standards for construction and fire safety and particular attention shall be taken to bulkhead sheathing, decking, and insulation materials. All fasteners (bolts, screws, clips) shall be American Standard Test Method (ASTM) 316 stainless steel.

Steel Option If constructed of steel, a standard ISO 20‐foot steel shipping container may be modified to meet the specification requirements. The panel container thickness shall be 14 gauge minimum. The shipping container shall have a steel deck or wooden deck with steel belly plate. The steel deck plate shall be double‐ sided and continuously welded to achieve IP66 water‐tight integrity. If the standard wooden deck is retained a “belly plate” shall be added as shown in Figure 2. The belly plate shall be fire retardant material in accordance with AD 7.0 Structural Fire Protection.

In lieu modifying a standard ISO container, the PTE may be constructed new and shall meet all requirements of this specification.

Figure 2. Bottom Panel

External Finish Exterior coating: In accordance with Applicable Documents 5.0, 6.0, and 7.0, all exterior metal shall be sand‐ blasted for abrasiveness and painted in accordance with the same paint system as applied to U.S. Coast Guard Cutters.

Arrangement In accordance with Applicable Document 7.0 and 8.0, the PTE shall be fitted with Qty (1) French‐style double doors, Qty (1) personnel door, and Qty (1) escape hatch. The typical installation locations are shown on the Preliminary General Arrangement Drawing contained within these specifications.

Doors and Hatch, Port Lights

The doors, hatches, and port lights shall be aluminum. In accordance with Applicable Documents 4.0, 7.0, and

8.0 and when fitted to the steel PTE, the doors, hatches, and port lights shall be bolted in place with gaskets to electrically isolate the two materials and eliminate galvanic effects. There shall be two (2) personnel doors one

(1) escape hatch. The Qty (1) French‐style double doors, shall have a 28‐inch clear opening. The Qty (1) personnel door shall have a 30‐inch clear opening. The Qty (1) escape hatch shall have a 20‐inch diameter opening.

The French‐style doors, personnel door, and escape hatch shall be marine grade, they shall be rated weather‐ tight (IP66 minimum), they shall be fitted with quantity (3) dogs minimum, and the dogs and handle shall be fully operated from both sides. The French‐style double doors and the personnel door shall open outward and shall be thermally insulated. The doors shall be fitted with a securing pneumatic open and closure mechanisms to hold the doors in the open position while at sea and shall be outfitted to prevent the door slamming shut due to ships motion. The typical installation locations are shown on the Preliminary General Arrangement Drawing contained within these specifications.

Escape Hatch The emergency escape hatch shall have a minimum 20‐inches x 20‐inches clear opening, rated water tight (IP66), and fitted with at least quantity (4) dogs. To ensure security of the PTE contents, the escape hatch shall only be operable from the interior of the PTE. An egress ladder shall be installed on the interior of the PTE to

1" PLYWOOD VAN

FLOOR TREATED WITH

FIRE RETARDANT

5" CHANNEL

(11" O.C.)

8 GAUGE BELLY PLATE

facilitate an emergency escape. The typical installation locations are shown on the Preliminary General Arrangement Drawing contained within these specifications.

The PTE shall have an (2) exterior ladders, (1) each mounted on both sides of the PTE, to facilitate rooftop activities. The typical installation locations shown on the Preliminary General Arrangement Drawing contained within these specifications.

Port Lights In accordance with Applicable Documents 4.0, 7.0, and 8.0, the port light fixtures shall be ceiling mounted, shall be jelly‐jar style with LED bulbs (1800 lumens), and shall be vapor tight. The port lights shall have an aluminum protective cage to mitigate susceptibility to breakage. The typical installation locations are shown on the Preliminary General Arrangement Drawing contained within these specifications.

Goosenecks In accordance with Applicable Documents 1.0, and 7.0, the roof top shall be fitted with quantity (2) 6‐inch Schedule SCH 40 long‐radius (LR) goosenecks inlets capable of being capped when not in use. The caps shall be rated to IP66. The goosenecks shall be mounted on top of 6‐inches SCH 40 straight pipe to provide adequate space under the gooseneck for large minimum‐radius cables. The opening of the goosenecks shall be 8‐inches from the top of the PTE. The installation locations are shown on the Preliminary General Arrangement Drawing contained within these specifications.

Mounting Channel In accordance with Applicable Document 7.0, the PTE shall have a mounting channel installed to provide a secure mounting method for equipment and furnishings. The installation locations are shown on the Preliminary General Arrangement Drawing contained within these specifications. The required mounting channel size shall be 1‐5/8‐inches x 1‐5/8‐inches. The channel shall be surface mounted on 22‐inch centers on top of the interior sheathing. The channel shall be mechanically fastened directly to the bulkhead and overhead angle stiffeners. The fasteners shall be ¼‐inch diameter (minimum) installed on 12‐inch centers along the entire length of the channel. The channel will be installed continuous in length.

Rooftop Pedestal Support In accordance with Applicable Documents 1.0, 3.0, and 7.0, the PTE shall have a roof‐top structure to support an 850‐kg elevation over azimuth tracking positioner. The roof‐top support structure (to be referred to as the pedestal) will need to withstand 100,000 lbs at 45‐degrees from the rolling and pitching of a vessel operating at sea.

All welding procedures shall be in accordance with Applicable Documents 1.0 and 3.0 for all welding, and preparation procedures and finishing operations. All welding shall be performed by certified welders and shall provide certification documentation. Inspection methods and acceptance standards for all welds shall be in accordance with AWS standards. The pedestal shall have two 10‐feet long, W8x21 steel beams (I‐beams) mounted in parallel across the short dimension of the PTE. The W8x21 steel beams shall be supported at their ends on two, 2 ½ ‐ inch x 4 ¼ ‐ inch steel rectangular tubes approximately 43‐inches in length, and the I‐beams shall be welded to the upper frame edges of the PTE to raise the I‐beams above the arch of the roof surface.

The I‐beams shall be stiffened by a 48‐inch x 8‐inch and ¼‐inch thick steel plate and welded across the sides of both I‐beams. The holes for mounting the pedestal shall be drilled into both beam’s outer flanges. The pedestal is permanently mounted to an aluminum plate with Qty (6) 1‐inch holes. The holes shall be in two rows; each row shall have Qty (3) holes. The Qty (3) holes in each row are spaced 12‐inches apart, center‐to‐ center. The two rows are spaced 33‐inches apart, center‐to‐center. All rough edges shall be ground smooth.

Weld joints shall be free of slag and spatter. Undercutting shall not be permitted. The pedestal have all exterior metal sand‐blasted for abrasiveness and painted in accordance Applicable Documents 5.0, 6.0, and

7.0. The current design implementation is illustrated in Figure 3 below.

Figure 3. Rooftop with Pedestal Support

Insulation The PTE will be used in a subtropical environment where temperatures on vessel decks can reach 100‐degrees Fahrenheit. The PTE shall be insulated with noncombustible material for use in a marine environment. The insulation shall completely fill the voids between the exterior panels and interior sheathing. The R‐Values of the PTE shall be:

Ceiling: R30 minimum

Walls: R25 minimum

Floor: R13 minimum

Interior Bulkhead/Overhead Sheathing In accordance with Applicable Document 7.0 and 8.0, the interior bulkheads of the PTE shall be finished in a semi‐smooth, non‐flammable mineral wool American Standard Test Method (ASTM) E‐84 class 1‐A rated, sound absorbing sheathing material for personnel comfort. The color shall be neutral and light in color (off‐ white or beige). The overhead sheathing shall be gloss white. All joints and seams shall be properly trimmed with molding. Areas where access is required behind the sheathing shall be made openable and closeable.

43"

33"

12"

2 ½” X 4 ¼” steel rectangular tubes

W8 X 21 I‐Beams

48"X 8" ¼” Steel Stiffeners

GOOSE NECK THRU ROOF.

6" PIPE OPENING TOWARDS CENTER

OF VAN. ABLE TO CAP WHEN NOT

USED. QUAD ELECTICAL OUTLETS

MOUNTED INSIDE WITH 2 15 AMP

CIRCUITS. GFCI

Decking The inside deck of the PTE and the roof’s deck shall be covered with ASTM F1303, Type II, Grade 1, [Class A non‐asbestos formulated fibrous backing] (1/8‐inch thick minimum) and shall be a non‐slip walking surface when wet. The inside deck of the PTE shall have 4‐inch vinyl baseboard installed around the PTE’s perimeter.

Equipment Racks The vendor shall procure and install five EIA‐310 – D compatible racks. The racks shall be 42U and 19‐inches wide; maximum footprint dimensions ‐ 24‐inches wide, 39‐inches depth, 79‐inches height In accordance with Applicable Documents 1.0, 2.0, 3.0, 4.0, 7.0, and 8.0, the racks shall be placed to provide 30‐inches space behind and 30‐inches space between the left‐most rack and the annex bulkhead orientation depiction in Appendix A, Figure A‐1, Preliminary General Arrangement Drawing o The racks shall be open where the racks are side by side, but shall be closed at the left‐most and right‐most surface of the rack row o Due to the installation of the test PTE on maritime craft subject to pitch and roll, the tops of the equipment racks shall be secured to the interior bulkheads o The racks shall be mounted securely to the deck and shall have shock absorbing mounts If a wooden false deck is used, a suitable design and structure for mounting the equipment cabinets to the metal frame shall be used with customer approval.

o Each cabinet shall include a vertically mounted, quantity (16) outlet, 20A power strip installed in right rear corner of each cabinet, and wired to the power panel. Each cabinet shall have its own individual circuit breaker.

Safety Rails In accordance with Applicable Documents 1.0, 2.0, 3.0, and 7.0, the perimeter of the roof top shall be outfitted with collapsible safety rails to allow personnel to work safely on the roof top. When lowered, the rails shall not extend beyond the perimeter of the PTE.

Extensible Mast Installation In accordance with Applicable Documents 1.0, 2.0, 4.0, and 7.0, the vendor shall install mounting brackets suitable for a customer provided, Will‐Burt pneumatic extensible mast and compressor, Model No. 55‐25 HDNL. The mast will reside in the open end of the container with the wall‐mount AC and power connectors.

The customer will provide the mast’s details for ordering appropriate mounting materials as GFI.

Miscellaneous Outfitting Items In accordance with Applicable Documents 1.0, 2.0, 3.0, 4.0, 7.0, and 8.0, the PTE shall be fitted with the following items:

Battery operated marine‐grade emergency lighting, which activates when the ship’s power is interrupted. The marine‐grade emergency lighting shall be wired into the PTE’s lighting circuitry.

One AC powered smoke detector with battery back‐up.

Qty (2) 10# fire extinguishers, Type BC ((1) dry chemical, (1) carbon dioxide). Both fire extinguishers shall be properly mounted with bulkhead brackets.

Interior/Exterior Surface Preparation and Finish In accordance with Applicable Documents 5.0 and 6.0, all of the interior and exterior surfaces shall be properly prepared and coated in accordance with the paint system specified in AD 5.0. The interior surfaces shall be properly prepared and coated before application of insulation, sheathing, and decking. All preparations and coating applications shall be performed by certified SSPC professionals. The SSPC professionals shall provide copies of their certifications to the vendor prior to applying the protective coating/paint in the preliminary fabrication stage. The certifications shall be retained and provided to the customer.

All new steel shall be grit‐blasted to SSPC‐10 specifications and primed with 6.0 mils dry film thickness (DFT) of a two‐component, multi‐purpose phenalkamine epoxy primer coat prior to installation. After the coating installation, any disturbed surfaces shall be power tool cleaned and re‐primed with 6.0 mils DFT of the two‐ component, multi‐purpose phenalkamine epoxy prime coating. The second coat shall be 6.0 mils of a two‐ component, multi‐purpose phenalkamine epoxy finish coating.

All existing steel surfaces shall be grit blasted to SSPC – 6 Commercial Blast Cleaning. The surfaces then shall be primed with a first coat at 6.0 mils DFT of the two‐component, multi‐purpose phenalkamine epoxy primer and the second coat shall be 6.0 mils DFT two‐component, multi‐purpose phenalkamine epoxy finish coat.

All coated surfaces disturbed while performing work shall be power tool cleaned and recoated.

All exterior surfaces shall receive a final top coat of 6.0 mils DFT of two‐component, multi‐purpose phenalkamine epoxy finish coat; color: white.

The same paint schedule and preparation shall apply to the aluminum plate and structural shapes of the antenna pedestal. The profile of the plate or aluminum structural shape shall conform to the paint manufacturers recommended grade. The profile depth shall be 25% of the DFT of the primer minimum.

Electrical Shipboard wiring methods shall be used on all cables in accordance with Applicable Documents 1.0, 2.0, 3.0, 4.0, 7.0, and 8.0. Cables shall be surface mounted and shall be routed in‐between or under the mounting channel. All fixtures, boxes and devices shall be marine‐grade corrosion resistant. Major equipment such as the heating, ventilation, and air conditioning (HVAC) unit shall be on separate electrical circuits. All electrical components shall be located at least 18” above the deck of the PTE. Electrical conduit shall be run from the ceiling into each of the five equipment racks, and shall be terminated in a 120V six‐outlet box mounted mid‐ rear of each rack.

Power Supply In accordance with Applicable Documents 2.0, 4.0, 7.0, 8.0 and 11.0, the PTE shall be wired to accept a 3‐ phase power supply and shall operate either from a 480 VAC, ungrounded neutral ship’s system or, shore based 208 VAC, grounded neutral system by means of a transfer switch. All cabling shall be MIL‐C‐24640, low‐ smoke zero halogen (LSZH), shielded. Refer to the Preliminary Electrical One‐Line Diagram Figure 4 below.

Figure 4: Preliminary Electrical One‐Line Diagram

The PTE shall be fitted with the male end (“inlet”) of the power plugs specified for ship power and for shore power. The inlets shall be located on the PTE as shown in the Preliminary General Arrangement Drawing. 50‐ foot power cables shall be provided for both power supply options. The cable shall be 3 or 4‐conductor as required and shall be properly jacketed for ship marine power distribution. A female connector shall be fitted to one end of each cable to mate with the PTE inlet plug. The other end of each cable shall remain unterminated. The customer shall approve the power supply design.

Power Distribution In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, the interior distribution in the PTE shall be 208/115 VAC with the neutral grounded to the PTE structure at the main circuit breaker as shown in the Figure 4: Preliminary Electrical One‐Line Diagram. All distribution devices displayed in the diagram shall be installed inside the PTE as shown on the Preliminary General Arrangement drawing Figure A‐1.

Transformers In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, the PTE shall include a step‐down/isolation transformer of suitable rating to isolate and convert the ship’s 480 VAC to the 208/115 VAC for the interior distribution. The primary side of the transformer shall be ungrounded. The secondary side shall have a grounded neutral.

Bonding In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, all structural metal parts of the PTE, all electrical panels of the PTEs, and the HVAC unit shall be bonded together to the electrical system neutral.

AUTEC PORTABLE LAB SPACE 1

PRELIMINARY ELECTRICAL ONE-LINE DIAGRAM

A

1 1Monday , March 12, 2007

Title

Size Document Number Rev

Date: Sheet of

CB?

CB?

CB?

CB?

CB?CB?

CB?

CB?

CB?

CB?

CB?

CIRCUIT BREAKER 3 POLE 200 AMP

HUBBLE PIN & SLEEVE

HUBBLE PIN & SLEEVE

INLET AND CONNECTOR BODY

INLET AND CONNECTOR BODY

TO DISTRIBUTION

TRANSFER SWITCH

200 AMP 3 POLE 240 VAC

TO DISTRIBUTION

FUSED SAFETY SWITCH

480 VAC 3 PHASE 100 AMP

480 VAC DELTA PRIMARY

208/120 VAC WYE

SECONDARY TRANSFORMER

GRAINGER P/N 2CM53

SHIP

CONNECTION

SHORE

CONNECTION

CIRCUITS AS

NEEDED

FIGURE 4

Interior Light Fixtures In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, the interior of the PTE shall be fitted with a minimum of quantity (4), 4‐feet long, 1800 lumens, LED light fixtures. All light fixtures shall be securely mounted to the mounting channel in the overhead. Switches shall be mounted per the Preliminary General Arrangement Drawing.

Exterior Light Fixtures In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, the enclosed exterior section of the PTE shall include quantity (1), 4‐feet long, 1800 lumens, LED light fixture per the Preliminary General Arrangement Drawing.

Outlets 120V 20A Outlets In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, thirteen (13) 120V 20A, T‐blade, dual outlet, receptacles shall be ceiling mounted and placed per Preliminary General Arrangement Drawing. All receptacles shall be on separate GFCI circuit breakers (Qty (2) per circuit).

In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, two (2) 120V, 20A GFI, exterior type outlet shall be placed per the Preliminary General Arrangement Drawing.

120V 15A Quad Outlets In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, two (2) Quad outlets, 115V, 15A per outlet shall be placed per the Preliminary General Arrangement Drawing. All receptacles shall be on separate GFCI circuit breakers (Qty (2) per circuit)

125V 30A Outlet In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, one (1) 125V, 30A, NEMA L5‐30R, 2‐phase, 3W flush‐mounted locking receptacle, industrial‐grade grounding V‐0‐MAX‐Blackshall be placed per the Preliminary General Arrangement Drawing.

208V 20A Outlet In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, two (2) surface mount receptacle/outlets, one‐gang, 120/208VAC, 3‐phase, 20A, with 4‐pole/5‐wire grounding shall be placed per the Preliminary General Arrangement Drawing. The receptacles shall only accept Hubbell HBL25 11 safety shrouds.

208V 20A Outlet In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, one (1) 120/208VAC, 3‐phase, 20A, flush‐ mount non‐grounding locking outlet shall be placed per the Preliminary General Arrangement Drawing.

HVAC

In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, a self‐contained, heating, ventilation, and air conditioning (HVAC) unit shall be provided to heat or cool the interior of the PTE. The unit shall be constructed with copper condenser coils or other means for resistance to corrosion in the marine environment. The unit shall be sized to a 24,000 BTUs heating and cooling capacity. The unit shall be wired to operate from the PTE’s 208/115 service. The installation shall be ducted to evenly cool the entire PTE with the exception of the annex space inside the double cargo doors on the PTE’s end. All registers shall allow for airflow adjustment. The A/C unit shall drain any condensate without accumulation in the HVAC unit or the PTE. The HVAC unit shall have vibration absorbing pads at all PTE mounting points and shall have an ergonomically accessible filter location for the ease of filter replacements.

In accordance with Applicable Documents 2.0, 4.0, 7.0, and 8.0, the HVAC unit shall be coupled with an automatic phase correction sequencer (APCS). The APCS shall be ruggedized and rated energy efficient. The APCS shall have single phase prevention, high and low voltage protection, and voltage imbalance protection between phases with RYB sequenced output. See the Preliminary General Arrangement Drawing for conceptual installation location.

Government Furnished Information

1.0 Will‐Burt extensible mast and compressor, Model No. 55‐25 HDNL, Drawing No. 710302542

Figure A‐1 PRELIMINARY GENERAL ARRANGEMENT DRAWING

Figure A‐2 ISO PTE To

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Figure A‐3 Front View

File details come from the government source that posted it. Updated .