DRAFT SOW Att 2 - ANG RSS Site Prep_Release_2.0.pdf

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TECHNICAL MANUAL

ANG Site Preparation Requirements

For the:

Relocatable Simulation Shelter (RSS)

04 October 2018 Release version 2.0

Prepared by:

Air Education Training Command (AETC) 502nd Trainer Development Squadron

Joint Base San Antonio — Randolph, TX

ANG RSS Site Preparation Requirements - Release v 2.0

Revision History Version Identifier Date of Issue Summary of Changes

1.0 20 December 2016 Release from final draft

2.0 04 October 2018

Updated power requirements Updated generator requirements

Updated rebar considerations Updated communications/utilities

Updated security requirements

1. INTRODUCTION 1

1.1 Program Overview 1

2. SCOPE 1

3. GENERAL RSS MANUFACTURER INFORMATION 2

3.1 Manufacturer Site Survey 2

3.2 Pre Site Survey Requirements 2

4. SITE IDENTIFICATION 3

4.1 Site Coordination 3

4.2 RSS Sizes 3

4.3 Perimeter Work Area 3

4.4 Staging Area 4

4.5 Required Layout Areas 4

4.6 Expected Heavy Equipment 5

5. GROUND PREPARATION 6

6. CONCRETE REqUIREMENTS 6

6.1 Anchor Bolts and Anchor Plates 6

6.2 Concrete Slab Requirements 6

6.2.1 Concrete Slab Size 7

6.2.2 Concrete Slab Slope 7

6.3 Concrete Beams 7

6.4 Reinforced Concrete Recommendations 8

6.4.1 Reinforcing Bar (Rebar) 8

6.5 Utility Area 8

Table of Contents:

7. ELECTRICAL UTILITIES 9

7.5.1 Main Power Cord 10

7.5.2 Required RSS Power 11

7.5.3 Additional Required RSS Power (F-16 MTT-G) 11

7.5.4 Temporary Generator Power 11

7.5.5 Required Simulator Power 13

7.5.6 Grounding 13

8. UTILITIES 13

8.1 Communication Utilities 13

8.2 Simulator Program Communication Utilities 14

8.3 External Antennas 14

8.4 Fire Prevention 14

8.4.1 Ultra-Sensitive, Non-Ultrasonic Fire Detection Systems 15

9. SECURITy 15

9.1 Intrusion Detection System 15

9.2 Door Locks 16

9.3 Common Access Card (CAC) Reader 16

9.4 Additional Security Requirements 17

APPENDIX A — Site Preparation Check list 18

APPENDIX B — RSS Specifications Quick Guide 20

APPENDIX C — Post RSS Installation Action Items 22

APPENDIX D — Manufacturer Part Numbers 23

APPENDIX E — Concrete Specifications 25

APPENDIX F — Anchor Bolts and Anchor Plates 33

APPENDIX G — RSS Electrical Drawings 36

1. INTRODUCTION

1.1 Program Overview

The Relocatable Simulation Shelter (RSS) was first developed by SeaBox in 2015 as a solution for locations that lacked the space or means for a simulator facility. As a portable solution, the key feature of the RSS lies in its relative ease of assembly, disassembly, pack-out, and transport for redeployment, as needed. In ideal conditions, the 1X RSS can be erected in less than a week.

The first six RSS-es were fielded by the US Army Program Executive Office of Simulation, Training, and Instrumentation (PEO STRI) in fiscal year 2016 (FY16). Since the PEO STRI contract, the RSS was redeveloped in April 2016 with a number of design changes that will best support a number of Air National Guard (ANG) simulators, including the ANG Advanced Joint Terminal Attack Controller (JTAC) Training System (AAJTS), the C-130 Multi Mission Crew Trainer (MMCT), the HH-60 MMCT, as well as other simulators from various other program offices

The redesigned RSS-es (“Lot 3”) have been standardized and are now available for purchase on the General Services Administration (GSA) schedule. The GSA schedule also lists a number of options that can be purchased alongside the RSS. Necessary cost options will be added by ANG during the initial procurement. See “APPENDIX D — Manufacturer Part Numbers” for a listing of cost options as available on the GSA schedule.

2. SCOPE

This Site Preparation Requirements Document describes the minimum site preparation requirements to allow for the proper and safe installation of an RSS which will be explicitly used for ANG simulator(s).

As a note, the RSS-es is defined as “equipment” and not as a “building” or “facility.” As equipment, the base civil engineering (CE) squadron will not maintain the RSS. For ANG simulators, unless otherwise noted, the gaining unit will be financially responsible for all site preparation action items before the installation of the RSS and any subsequent simulator(s).

Additional details about site preparation requirements and funding questions can be directed to the ANG/A7 Facilities Programmer.

• NOTE: See Section “7. Electrical Utilities” for additional information regarding utilities and ANG-provided funding for the effort to run utilities.

The gaining unit will be responsible for performing tasks or ensuring compliance with the requirements as delineated throughout this document, unless the actions are otherwise specifically identified as the responsibility of the RSS manufacturer (“Manufacturer”), of ANG, or of the simulator installation team (“Installation Team”).

Unless otherwise specified, all actions, including the associated costs, noted in this document are the responsibility of the gaining unit.

While the Manufacturer will visit each site and will complete a site survey report (see Section “3.1 Manufacturer Site Survey” for more information) which will detail the specific action items required, this document serves to outline the general site preparation requirements to allow for advance preparations and planning.

• NOTE: Do not start site preparation work before the Manufacturer site survey has been completed or without written approval from ANG. Any site preparation work performed before the Manufacturer site survey should be considered as “at-risk.”

3. GENERAL RSS MANUFACTURER INFORMATION

3.1 Manufacturer Site Survey

The Manufacturer will visit the site and complete a site survey of the gaining unit’s proposed area approximately three (3) months before expected delivery. This site survey date will be largely dependent on the overall contract and funding time line, however a three (3) month advance site survey will allow ample time for the gaining unit to follow the action items outlined in the site survey report.

During the site survey, the Manufacturer will discuss site considerations, including safe working perimeter, underground utilities, overhead obstructions, and other applicable issues.

Upon completion of the site survey, the Manufacturer will provide a site survey report which will allow the gaining unit to complete a scope of work. Always reference the provided site survey report that the Manufacturer has created for the specific gaining unit. Since action items are specific to each unit, do not use any other site survey reports from other locations to complete the work.

3.2 Pre Site Survey Requirements

Before the site survey, ensure the following department heads are present:

• Civil Engineering (CE)

• Communications

• Fire

• Electrical

• Security

• Networking

• Safety

• Gaining unit POC

• Equipment custodian (for the RSS upon delivery)

• SSO and/or Certified TEMPEST Technical Authority (if the RSS will be used for

Open Storage)

• Other department heads as necessary

4. SITE IDENTIFICATION

4.1 Site Coordination

Depending on the identified installation site location, coordinate with local base departments as necessary. For example, if the identified site is near an airfield, coordinate installation with the airfield manager to obtain an airfield waiver to bring equipment within 1000 ft of center line of runway as required. If the identified site is within a controlled area, coordinate with base security before and during the installation. Also, ensure that all necessary flagging requirements for equipment will be met during installation.

4.2 RSS Sizes

When identifying a location for the RSS installation, ensure that there is adequate space for the designated RSS as noted in “Table 1: RSS Sizes”.

Table 1: RSS Sizes

RSS Interior Width Interior Length

Height (to lights/smoke detectors)

Height (to 18-inch duct sleeve)

1X 4 pack

32ft, 3.25in

29ft, 0.25in

15ft, 8.5 in 13ft, 6in 1.5X 6 pack 44ft, 2.25in 2X 8 pack 59ft, 4.25in 3X 12 pack 89ft, 8.25in

• NOTE: Some RSS-es will be installed with rubber matting which will decrease the height by 0.625 in.

4.3 Perimeter Work Area

The Manufacturer requires a minimum working perimeter around the RSS. When identifying a site, ensure the site has allowance for the minimum required work perimeter as shown in “Table 2: Required RSS Perimeter Work Area”.

Table 2: Required RSS Perimeter Work Area RSS Size Perimeter Work Area

1X 4 pack

≥ 20 ft 1.5X 6 pack 2X 8 pack 3X 12 pack

4.4 Staging Area

Ensure the proposed installation site has access to a nearby area that the Manufacturer can utilize as a staging area for the RSS and associated equipment. Identify a staging area meeting the following characteristics:

• At least 75 ft by 75 ft

• Solid ground surface

• Access to the installation area

• Ability to store a Manufacturer-provided trash dumpster

4.5 Required Layout Areas

See the following figures for the spacial layout requirements, including the staging area, perimeter work area, and installation area for the 1X RSS and the 2X RSS.

Figure 1: Overall Layout Requirements 1X RSS

Figure 2: Overall Layout Requirements for 2X RSS

4.6 Expected Heavy Equipment

At a minimum, the smallest, 1X RSS will be shipped domestically via flatbed trucks/ tractor trailers and internationally via ISO containers. See “Table 3: Minimum Transport Requirements” for the number of expected trailers or containers that will arrive on site as dependent on RSS size.

Additionally, the Manufacturer will utilize at least one reach forklift, articulating boom lift, and scissor lift during the installation. Larger RSS-es may require additional equipment.

When identifying an installation site, ensure that the site, including the perimeter work area, can satisfactorily accommodate the stress of heavy equipment.

Table 3: Minimum Transport Requirements

RSS Minimum qty of flatbed trailers (CONUS)

Minimum qty of ISO containers (OCONUS)

1X 4 pack 3 3 1.5X 6 pack 4 4 2X 8 pack 5 6 3X 12 pack 6 9

5. GROUND PREPARATION

Prepare the ground in advance of the RSS installation. Ensure the proposed installation area, including the perimeter work area, is free of sewer pipes, electrical lines, trees, and standing water.

During ground preparation activities, also consider and prepare the access way from the staging area to the concrete beams and slab accordingly.

6. CONCRETE REqUIREMENTS During the installation, the Manufacturer will install the anchor bolts and anchor plates into the concrete grade beams and over a concrete slab, if applicable. This section discusses the requirements of the concrete beams and slab that need to be in place before the RSS installation.

Reference the Manufacturer drawings in “APPENDIX E — Concrete Specifications” and the Manufacturer-provided site survey report for your specific unit. The Manufacturer drawings serve to provide the required concrete slab and slope specifications and the required beam sizes. These concrete requirements have been designed by the Manufacturer to meet the minimum requirements for the anchor bolts.

The information in this section provides general recommendations for bidding. Ensure that base CE validates all design and drawings in advance of work in accordance with each individual site’s requirements.

6.1 Anchor Bolts and Anchor Plates

The RSS utilizes anchor bolts and anchor plates that were designed to meet the following environmental loads:

• 200 mph wind load

• 80 psf snow load

• CONUS Seismic Zones A through Zone C

The forces from the environmental loads, as applied to the RSS anchor bolts and anchor plates, are detailed in “APPENDIX F — Anchor Bolts and Anchor Plates”. While this section details “minimum” concrete requirements, each gaining unit must consider the forces on the anchor bolts and each location’s soil samples, local codes, and other factors when designing the concrete slab and concrete beams

6.2 Concrete Slab Requirements

Pour a concrete slab in accordance with the following requirements:

• Size as noted in Section “6.2.1 Concrete Slab Size” for the specific RSS that will be installed on size

• Compression strength: ≥ 4,000 psi

• Thickness: ≥ 5 in

• Finish: trowel with a fine broom

• Reinforcement as noted in Section “6.4 Reinforced Concrete Recommendations” as necessary

• Relief cuts: 9 ft × 9 ft pattern, ¼ in wide × 1¾ in deep, filled with silicon joint sealant

6.2.1 Concrete Slab Size

Place the overall concrete slab in the sizes noted in the table below per the RSS size that will be installed.

Table 4: Concrete Slab Requirements RSS Size Size

1X 4 pack 45 ft × 45ft (2,025 ft²) 1.5X 6 pack 45 ft × 60 ft, 2 in (2,708 ft²) 2X 8 pack 45 ft × 75 ft, 4 in (3,390 ft²) 3X 12 pack 45 ft × 105 ft, 8 in (4,755 ft²)

6.2.2 Concrete Slab Slope

Take the concrete slope from the correct position and ensure that it does not exceed ⅛ in drop over a 12 in run.

See “Figure 3: Concrete Slab Slope” for slope location and pitch.

Figure 3: Concrete Slab Slope

6.3 Concrete Beams

Place two concrete beams in accordance with the following requirements:

• Thickness: ≥ 10 in

• Width: ≥ 21 in

• Compression strength: ≥ 4,000 psi

• Finish: trowel with a fine broom

• Reinforcement as noted in Section “6.4 Reinforced Concrete Recommendations” as necessary

• Location within the overall slab in accordance with “APPENDIX E — Concrete Specifications” for the specific RSS size that will be installed on site

6.4 Reinforced Concrete Recommendations

The Manufacturer drawings and specifications as noted above are the minimum requirements for the concrete beams and slab. Reinforce the concrete slab and the concrete beams as required by local base CE. Local base CE may make additional or separate recommendations as based on local codes, soil type, and other determining factors. The Manufacturer has provided reaction forces from 200 mph wind load to aid in concrete design.

6.4.1 Reinforcing Bar (Rebar)

If using reinforcing bar (rebar) to reinforce the concrete slab, ensure that rebar is not placed where it would interfere with the anchor bolts described in Section ”6.1 Anchor Bolts and Anchor Plates”.

6.5 Utility Area

The Manufacturer drawings in “APPENDIX E — Concrete Specifications” highlights a suggested location for the utility area where conduit, power racks, meter sockets, and other associated equipment should be terminated. This location allows for ease of connectivity to the RSS input/output panel and will provide sufficient space for the installation of the RSS.

Although the drawing designates this as a suggested utility area, locate all utilities in the area as noted unless otherwise recommended by the Manufacturer during the site survey.

The utility area, regardless of RSS size, should not exceed 1 ft, 6 in by 6 ft, 6 in. See “APPENDIX E — Concrete Specifications” for additional measurements and specifications for the location in the overall concrete pad.

When pouring the concrete pad, run conduit and install an electrical/utility rack for the future install of power, communication, and other utility lines. Install the electrical/utility rack at the utility area. See “Figure 5: RSS Power, Utility, and ECU Locations” and Section “7.

Electrical Utilities” for more information about the location of the electrical/utility rack and the required proximity to the I/O panel.

Figure 4: Example Electrical/Utility Rack

7. ELECTRICAL UTILITIES

• NOTE: For ANG projects, ANG may provide funding to run the utilities to a point within 5 ft of the proposed installation area (i.e. the location of the electrical/utility rack within the utility area). Ensure that this location will be within 5 ft of the I/O panel and that the electrical/utility rack is installed as required. See “Figure 5: RSS Power, Utility, and ECU Locations” for a depiction of the utility area and its proximity to the RSS power I/O panel.

• NOTE: Ahead of the RSS installation, the gaining unit will be responsible for all required work and associated costs to continue the run of utilities and other lines to the identified site. When selecting a site for installation, consider the distance that all lines will have to travel and the associated cost for each. See Section “9. Security” for additional information regarding utility requirements.

This section provides an overview and drawings of the electrical features found on the RSS. The electrical system of the RSS meets the requirements of the NFPA standard 70E and follows the guidance provided in all applicable section. See “APPENDIX G — RSS Electrical Drawings” for more information.

When installed, the RSS will have two 200 amp services, including two 200 amp umbilicals. One umbilical will be for dedicated RSS power and the other umbilical will be for dedicated simulator power.

7.5.1 Main Power Cord

The main power cord will supply all power to the RSS. The main power cord will connects through the power input/output (I/O panel) on the RSS. See “Figure 5: RSS Power, Utility, and ECU Locations” for a depiction of the I/O panel on the RSS.

While the Manufacturer will provide the main power cord, the gaining unit is responsible for connecting the main power cord to the site transformer/disconnect/circuit panel at the electrical/utility rack after RSS installation.

The provided main power cord meets the following characteristics and specifications:

• 20ft - 25 ft long

• Four 4/0 AWG conductors

• Four #4 AWG grounds

• Nominal Outside Diameter: 2.145 in

• Pin and sleeve connector (UEC PN#MS90557C52412S)

• Pig tail leads for unit connectivity to transformer/disconnect/circuit panel

• Type G (OMNI PN#B64/004)

• Insulated and designed to lie on the ground

If the main power connector will be buried, consider using strain relief (Hubbell PN#074011037 or Hubbell PN#SHC1089) to ensure a watertight seal and positive contact.

7.5.2 Required RSS Power

The RSS usually requires shore power of 75 KVA (120/208volts, WYE, 200amps, 3-phase) which needs to be run to the electrical/utility. If installing an RSS which will be utilized for the F-16 MTT-G program, see Section “7.5.3 Additional Required RSS Power (F-16 MTT-G)”.

For RSS power, perform the following in advance of the RSS installation:

1. Provide disconnect and cable sized to power the RSS with the 120/208volts, 200amps panel.

2. Provide the hardware needed to make all the connections.

3. From the disconnect, run one 4 inch PVC electrical duct.

4. Ensure the PVC extends up past the slab by 2 ft and has a freestanding weatherproof disconnect.

5. Run cable size for 200amps panel from disconnect to the slab disconnect.

6. Perform all electrical work in accordance with the latest and greatest version of the

National Electric Code (NEC) and in accordance with local and state statues as well as the base approved electrical drawings.

After RSS installation, connect the main power cord to the site transformer, disconnect, or circuit panel. Run the required power to test the power connectivity upon completion of the RSS installation. See “Figure 5: RSS Power, Utility, and ECU Locations” to reference the location of RSS input/output panel.

7.5.3 Additional Required RSS Power (F-16 MTT-G)

The F-16 MTT-G simulators require additional power. If installing an RSS which will be used for the F-16 MTT-G, ensure the following is installed:

• 120/208volts, 3-phase, 200amps (dedicated RSS power)

• 120/208volts, 3-phase, 200amps (dedicated simulator power)

• 20/208volts, 3-phase, 200amps (dedicated simulator power)

7.5.4 Temporary Generator Power

If shore power cannot be run before the first day of the RSS installation, the RSS can temporarily connect to a generator to allow for electrical testing and for the RSS site acceptance test (SAT). However, all efforts to run shore power should be made before a temporary generator is utilized.

If a generator is required, notify the program office and provide a genearator on-site meeting the following minimum requirements starting on the first day of the RSS installation for the duration of the installation:

Table 5: Concrete Slab Requirements

RSS Size Generator Requirement 1X 4s

≥ 30 kw 1.5X 6s 2X 8s ≥ 60 kw

If using a temporary generator, obtain permission from the program office and inform the Manufacturer in advance.

• NOTE: Permanent power must be run before the installation of the designated simulator(s). Generator power will not be used to power the simulator(s).

Figure 5: RSS Power, Utility, and ECU Locations

7.5.5 Required Simulator Power

The installed simulator(s) will require the same 200 amp power set-up as the dedicated RSS power. Similar to the requirements to provide 200 amp RSS power, run a separate 200 amp service to the simulator power and electrical/utility rack. See “Figure 5: RSS Power, Utility, and ECU Locations” to reference the location of the simulator power and communications input/output panel.

7.5.6 Grounding

The RSS will include interior and exterior grounding provisions which meet the requirements of NFPA 70, Article 250. Maximum resistance to ground is in accordance with NFPA 70e and does not exceed 10 Ohms.

The interior of the RSS will include bonding straps to connect all major steel components which terminate below the Main Distribution Panel to a multi-ground bus (Harger

PN# GBIP14412JMGB).

The RSS uses a ground lug for exterior grounding. After the installation, be prepared to ground the RSS to earth or building steel in accordance with local regulations. In advance of the RSS installation, ensure that grounding capabilities for the RSS exist in the immediate proposed installation area.

Install a grounding grid in accordance with the following:

1. Install a grounding grid with 3/4 in by 10 ft ground rods.

2. Exothermically weld all underground connections.

3. Place a cover over the rods for access and inspection of the exothermic welds. Above ground connections may be mechanically attached.

4. Test all ground points for baseline ohm rating and submit the report to base CE.

Ensure that any other equipment not standard on the RSS is also grounded.

8. UTILITIES

8.1 Communication Utilities

While data/fiber lines do not come standard with the RSS, the RSS will have a communications panel on one side which will allow data lines to be transferred through the RSS wall panels from exterior to interior. See “Figure 5: RSS Power, Utility, and ECU Locations” to reference the location of the communications input/output panel.

Ahead of the RSS installation, bring all desired and required data/fiber lines to the electrical/utility rack. Data and fiber lines include SIPR/NIPR, internet, network, phone, and other necessary line items. After the RSS installation, bring all data/fiber lines through the I/O panel and into the RSS.

8.2 Simulator Program Communication Utilities

Each simulator program may require different types of communication utility requirements.

However, most simulator programs will require the following communication utility requirements:

• One NIPR per TSSC COMS

• One phone line per TSSC COMS

• One data line

• Additional lines to connect fire alarm, IDS, big voice

Check with the 502d TDS and NGB/A5 for the specific communication utility requirements for the specific simulator program that will be installed in the RSS.

8.3 External Antennas

For any communication or utility lines requiring an external antenna, the RSS will have an external mounting plate and mounting instructions. See “Figure 5: RSS Power, Utility, and ECU Locations” to reference the antenna mount and cable pass-through area. This antenna mounting plate is a cost option which ANG will add during the RSS procurement. See “APPENDIX D — Manufacturer Part Numbers” for a listing of other cost options.

Do not mount antennas or other equipment on any other areas of the RSS. Do not drill holes or make any other modifications to the RSS as an alternate to the cable pass-through area.

8.4 Fire Prevention

The RSS will include a fire panel which meets the following characteristics:

• 120 V

• 15 Amp

• Honeywell PN# Fire Lite MS9050OUD

• Programmed for internal monitoring only

• Two (2) fire pull stations

• Two (2) fire strobes in accordance with NFPA 72

Ahead of the RSS installation, ensure that connection to the central station monitoring or an additional zone can be made from the proposed RSS location.

After the RSS arrives, the gaining unit will be responsible for connecting the RSS fire panel to the central station monitoring, to the base fire department, or to the existing fire loop/zone.

Ensure that when an alarm occurs, the signal from the activated fire detection system connects, and that the RSS will act as a separate zone.

8.4.1 Ultra-Sensitive, Non-Ultrasonic Fire Detection Systems

AFI 91-203, Air Force Consolidated Occupational Safety Instruction states, “New and relocated aircraft flight training devices or similar high value training devices shall be located in spaces protected by ultra-sensitive smoke detection systems (IAW ETL01-18).” Section

45.6.1.1 of AFI 91-203 further specifies that new or relocated training systems do not require internal fire detection and alarm systems if located in a space protected by ultra-sensitive smoke detectors.

Some ultrasonic, ultra-sensitive smoke detectors and motion detectors for facility lighting control can negatively interfere with some ANG simulators, including the AAJTS. Due to the potential for interference between ultrasonic, ultra-sensitive smoke detectors and ANG simulators, an ANG RSS may be delivered with an ultra-sensitive, non-ultrasonic fire detection system.

This ultra-sensitive, non-ultrasonic fire detection system is a cost option (as listed on the GSA Schedule), will meet the requirements of AFI 91-203, and will not interfere with ANG simulators. ANG will add this cost option, as necessary, to each RSS during the procurement phase. See “APPENDIX D — Manufacturer Part Numbers” for the listing of other cost options and applicable part numbers.

The gaining unit will be responsible for ensuring that the fire detection system meets base requirements and is properly tied to the fire panel and central station monitoring as required.

9. SECURITy While the RSS has been designed with Open Storage capabilities, the gaining unit is still responsible for coordinating all necessary action items and associated inspection work before operating in this capacity. This section describes basic security features of the RSS and as well as some of the action items that the gaining unit will be responsible for upon the RSS installation. In advance of the RSS delivery, ensure that personnel are in place to finalize the action items for security.

9.1 Intrusion Detection System

The RSS will arrive with the following which can be used as the basis for the installation of an Intrusion Detection System (IDS).

• Empty ceiling mounted junction boxes and conduits

• Empty junction box for CAC or other access card reader

The RSS will not come with a built-in IDS and it is the gaining unit’s responsibility to purchase and install an IDS in advance of simulator operations as needed.

9.2 Door Locks

The RSS has been designed with Open Storage capabilities, including locks doors and locks that meet ICD705 regulations. After the RSS is installed, ensure that both door locks are properly programmed to restrict access to authorized personnel only. The Manufacturer will not program the door locks.

The RSS will include FF-L-2740B approved locks and an access card actuated lever with key override. The RSS has been designed to facilitate connectivity to access control and IDS panels.

Figure 6: RSS Door Locks

9.3 Common Access Card (CAC) Reader

The RSS supports the addition of a CAC or other access card reader that is designed to work in connection with access control, door locks, and intrusion detection. The RSS will include conduits and junction boxes to facilitate this installation. When the RSS is installed, be prepared to install the CAC reader and the associated wiring in the empty space provided in the intrusion detection junction box.

9.4 Additional Security Requirements

While not related to the RSS site preparation action items, each gaining unit is responsible for the following security requirements before the simulator(s) go operational. Work with the local security manager to ensure that all security requirements are completed to avoid delay in simulator operation.

Table 6: Simulator Program Security Requirements

Simulator Program Security Requirements

Secret Collateral

AAJTS

• 1109 Visitor Log

• Fire safety inspection

• Security environment certification

• TEMPEST inspection

• Access list

• Response time:

C-130 MMCT

HH-60 MMCT

BOSS

SAP

F-16 MTT-G

• 1109 Visitor Log

• Fire safety inspection

• Security environment certification

• TEMPEST inspection

• Access list

• Vestibule

• Response time:

BATS

APPENDIX A — Site Preparation Check list The following checklist highlights the action for which the gaining unit is responsible for completing ahead of the RSS installation. Each of these line items are outlined in detail throughout this document, however use this list to ensure that each check box can be marked as “completed” before the expected RSS delivery.

̆ MANUFACTURER SITE SURvEy:

̆ Date of manufacturer site survey determined?

̆ Coordinated with department heads to be present during site survey?

̆ Receipt of manufacturer site survey report with required, unit-specific action items?

̆ SITE IDENTIFICATION AND PREPARATION:

̆ Adequate space for the RSS, including perimeter work area, and staging area?

̆ Coordinated with local base departments (e.g. airfield manager) as necessary?

̆ Site able to accommodate heavy equipment?

̆ Site free of sewer pipes, electrical lines, and standing water?

̆ Adequate access area from the staging area to the installation site?

̆ Reviewed and implemented flagging requirements in advance of installation?

̆ CONCRETE SLAB AND BEAMS:

̆ Concrete slab and beams designed with considerations for environment loads, specific soil samples, local codes, etc?

̆ Slab poured in the required size and with the required compression strength, thickness, finish, relief cuts and slope?

̆ Two concrete beams poured (or one continuous slab meeting the beam specifications) with the required compression strength, thickness, finish, relief cuts?

̆ Slab and beams reinforced as directed by CE?

̆ Utility area with conduit and electrical rack placed in the overall concrete pad and in the location designated in the Manufacturer drawings?

̆ UTILITIES AND COMMUNICATIONS:

̆ Electrical/utility rack installed in the utility area that is within 5 ft of the RSS power I/O panel?

̆ Data and fiber lines brought up to the pad and to electrical/utility rack?

̆ Can the fire panel connect from the proposed RSS location to the central monitoring station or an additional zone?

̆ ELECTRICAL AND GROUND:

̆ Provided disconnect and cable sized to power the RSS with the 120/208 V, 200 Amp panel?

̆ Provided hardware needed to make connections?

̆ Run 4-inch PVC electrical duct from the disconnect that extends up past the slab by 2 feet with a freestanding waterproof disconnect?

̆ Run cable size for 200 Amp panel from disconnect to the slab disconnect?

̆ Run 75 KVA (120/208 V, WYE, 200 amp, 3-phase) shore power?

̆ If no shore power, temporary generator with minimum 36 KW (36 kva) (120/208 V, WYE, 100 amp, 3-phase) available?

̆ If main power cord is buried, strain relief used?

̆ Installed grounding grid with 3/4 inch by 10 ft ground rods and with exothermically welded underground connections?

̆ Prepared to ground the RSS to earth or building steel in the immediate area upon RSS installation?

APPENDIX B — RSS Specifications Quick Guide

̆ SIzE:

Reference Section “4.2 RSS Sizes”

Table 7: RSS Sizes

RSS Interior Width Interior Length

Height (to lights/smoke detectors)

Height (to duct sleeve)

1X 4 pack

32ft, 3.25in

29ft, 0.25in

15ft, 8in 13ft, 7in 1.5X 6 pack 44ft, 2.25in 2X 8 pack 59ft, 4.25in 3X 12 pack 89ft, 8.25in

• NOTE: Some RSS-es will be installed with rubber matting which will decrease the height by 0.625 in.

̆ WORk AREA:

Reference Section “4.3 Perimeter Work Area” and Section “4.4 Staging Area” Reference “Figure 1: Overall Layout Requirements 1X RSS” and “Figure 2: Overall

Layout Requirements for 2X RSS” ̆ Minimum 20 ft work perimeter work area around installation site ̆ 75 ft by 75 ft staging area

̆ CONCRETE SLAB:

Reference Section “6.2 Concrete Slab Requirements”, Section “6.3 Concrete Beams”, and “APPENDIX E — Concrete Specifications”

Table 8: Concrete Slab Requirements RSS Size Size

1X 4 pack 45 ft × 45ft (2,025 ft²) 1.5X 6 pack 45 ft × 60 ft, 2 in (2,708 ft²) 2X 8 pack 45 ft × 75 ft, 4 in (3,390 ft²) 3X 12 pack 45 ft × 105 ft, 8 in (4,755 ft²)

̆ Compression strength: ≥ 4,000 psi ̆ Thickness: ≥ 5 in ̆ Finish: trowel with a fine broom ̆ Relief cuts: 9 ft × 9 ft pattern, ¼ in wide × 1¾ in deep, filled with silicon joint sealant ̆ Slope: No greater than ⅛ in drop over a 12 in run.

̆ CONCRETE BEAMS:

Reference Section “6.3 Concrete Beams” and “Appendix A — Minimum Concrete

Specifications ̆ Two concrete beams ̆ Thickness: ≥ 10 in ̆ Width: ≥ 21 in ̆ Compression strength: ≥ 4,000 psi ̆ Finish: trowel with a fine broom

̆ RECOMMENDED UTILITy AREA:

Reference Section “6.5 Utility Area” and “APPENDIX E — Concrete

Specifications” ̆ 1 ft, 6 in by 6 ft, 6 in.

̆ 21 ft, 8¼ in from the edge of the concrete slab ̆ 2 ft, 9¼ in from the top of the first grade beam

̆ ELECTRICAL AND GROUND:

Reference Section “7. Electrical Utilities” and “APPENDIX G — RSS Electrical

Drawings” ̆ RSS uses two 200 amp services, one for the RSS power and the other for simulator power

̆ Required shore power: 75 KVA (120/208 V, WYE, 200 amp, 3-phase)

• NOTE: Each 200 amp service requires 75 KVA

̆ Optional temporary generator: 100 amps (120/208 V, WYE, 100 amp, 3-phase, 30 Kw) ̆ Grounding grid required to be installed by gaining unit

APPENDIX C — Post RSS Installation Action Items

̆ ELECTRICAL AND GROUND:

̆ Connect the main power cord to the site transformer, disconnect, or circuit panel.

̆ Run the required panel to test the power connectivity.

̆ Ground the RSS to earth or building steel

̆ UTILITIES AND COMMUNICATIONS:

̆ Bring all data/fiber lines through the I/O panel and into the RSS.

̆ Connect the RSS fire panel to the central monitoring station or base fire department.

̆ Ensure that if the fire alarm sounds, the signal from the activated fire detection system connects and that the RSS acts in a separate zone.

̆ EXTERNAL ANTENNAS:

̆ Mount any required external antennas on the RSS external mounting plate and use the designated cable-pass through area for required connections.

̆ SECURITy:

̆ Program both door locks to restrict access to authorized personnel.

̆ Install the CAC reader and the associated wiring in the intrusion detection junction box.

APPENDIX D — Manufacturer Part Numbers

D.1 Standard Part Numbers

The following are the part numbers for the RSS and for required set up services, as listed on the GSA Schedule.

Table 9: Manufacturer Part Numbers, Standard Description Part Number

SeaBox Relocatable Simulation Shelter (1X) SB3897.RSS.4S SeaBox Relocatable Simulation Shelter – 46’6’’ side (1.5X) SB3897.RSS.6S

SeaBox Relocatable Simulation Shelter – 61’8’’ side (2X) SB3897.RSS.8S

Set Up Services for Relocatable Simulation Shelter – Standard Size (1X) SB3897.RSS.4S.SETUP

Set Up Services for Relocatable Simulation Shelter – 46’6’’ (1.5X) SB3897.RSS.6S.SETUP

Set Up Services for Relocatable Simulation Shelter – 61’8’’ (2X) SB3897.RSS.8S.SETUP

Set Up Services for Relocatable Simulation Shelter – 94’ (3X) SB3897.RSS.12S.SETUP

D.2 Option Part Numbers

The following are the part numbers for options that can be added to an RSS purchase, as listed on the GSA Schedule. For ANG RSS-es, required cost options and type of flooring (i.e.

matting, carpet, or polyurea) will be selected during procurement.

Table 10: Manufacturer Part Numbers, Options Description Part Number

Antenna Mounting for Relocatable Simulation Shelters SB3897.RSS.AM

Floor Supports for Relocatable Simulation Shelters – Set of 6 SB3897.RSS.FS

Security Entry Vestibule for Relocatable Simulation Shelters SB3897.RSS.VEST

Passive Hallway for Connecting Relocatable Simulation Shelters SB3897.RSS.PHALL

Security Hallway for Connecting Relocatable Simulation Shelters SB3897.RSS.SHALL

200 Amp Electrical Panel for Relocatable Simulation Shelters SB3897.RSS.200EP

Ultra-sensitive, non-ultrasonic Fire Detection System for Relocatable Simulation Shelters, SB3897.RSS.4S (1X)

SB3897.RSS.4S

Ultra-sensitive, non-ultrasonic Fire Detection System for Relocatable Simulation Shelters SB3897.RSS.6S (1.5X)

SB3897.RSS.FDS.6S

Ultra-sensitive, non-ultrasonic Fire Detection System for Relocatable Simulation Shelters SB3897.RSS.8S (2X)

SB3897.RSS.FDS.8S

Ultra-sensitive, non-ultrasonic Fire Detection System for Relocatable Simulation Shelters SB3897.RSS.12S (3X)

SB3897.RSS.FDS.12S

Rubber matting floor covering (per frame) for Relocatable Simulation Shelters SB3897.RSS.RM

Partition Wall (per square foot) for Relocatable Simulation Shelters SB3897.RSS.PW

6-inch Raised Floor (2ft × 2ft panel) for Relocatable Simulation Shelters SB3897.RSS.RF6

Intrusion Detection System for Relocatable Simulation Shelters SB3897.RSS.IDS

APPENDIX E — Concrete Specifications

APPENDIX F — Anchor Bolts and Anchor Plates

F.1 Anchor Bolt Locations (2X RSS)

F.2 Forces on Anchor Bolts and Anchor Plates

Basic Load Case Dead Live Wind X Wind Z Wind -Z RX - - 1.43k - - RY 1.29k 2.3k (-)4.38K (-)1.13k (-)2.54k RZ - (-).37k (-).27k (-).44k .49k

Basic Load Case Dead Live Wind X Wind Z Wind -Z RX - - 2.46k (-)1.29k (-)1.40k RY 2.86k 2.54k (-)13.79K (-)5.47k (-)13.86k RZ (-).10k .37k .42k (-)5.59k 4.75k

Basic Load Case Dead Live Snow Wind X Wind Z Wind -Z RX - - - .42k - - RY 1.29k 2.3k 2.48K (-).79k (-).32k (-).65k RZ - (-).37k - (-).12k (-).08k .08k

Basic Load Case Dead Live Snow Wind X Wind Z Wind -Z RX - - - .71k (-).34k (-).34k RY 2.86k 2.54k 8.11k (-)3.78k (-)1.28k (-)3.43k RZ (-).10k .37k (-).195k (-).12k (-)1.47k 1.22k

Note: See attached figure for X, Y, & Z axis and node references

Intermediate Side Plate Reactions - Nodes: N1, N9, N104A, N112, N103A, N111, N172, N180, N171, N179, N227A, N234

(Worst Casefor 200MPH Wind 0 PSF Snow)

Corner Plate Reactions - Nodes: N2, N10, N75, N79A (Worst Case for 200MPH Wind 0 PSF Snow)

Corner Plate Reactions - Nodes: N2, N10, N75, N79A (Worst Case for 100MPH Wind 80 PSF Snow)

Intermediate Side Plate Reactions - Nodes: N1, N9, N104A, N112, N103A, N111, N172, N180, N171, N179, N227A, N234

(Worst Case for 100MPH Wind 80 PSF Snow)

APPENDIX G — RSS Electrical Drawings

G.1 RSS Electrical Schematic (1X RSS)

MULTI-POINT INTERIOR UTILITY GROUND

BUS BARUTILITY GROUND

BUS BARUTILITY NEUTRAL

SHELTER MAIN POWER PANEL

200A, 120/208V, 3PH

30-CIRCUITS

Square D P/N: NQ430L2C

MAIN 200A

CB4

POWER ENTRY MIL. INLET

200A, 120/208V, 3PH

P/N: MS90558C52412P

L1 L2 L3 N

GND

CB3

ECU

UNIT #1

BLACK

BLACK

BLACK

BLACK

BLACK

BLACK

BLACK

RED

BLUE

BLACK

BLACK

RED

BLUE

CB7

CB11

4x#6 & 1x10 AWG

Notes:

Wiring color code shall be as follow:

120V, 1PH: L: Black; N: White; G: Green 120/240-208V, 1PH: L1: Black; L2: Red; N: White; G: Green 120/208V, 3PH: L1: Black; L2: Red; L3: Blue; N: White; G: Green

Shark meter and Phase sequence monitor shall be wired per manufacturer's schematic .

Dashed lines represent customer's wiring.

4x 4/0 AWG & 4x#4 AWG

WHITE

GREEN

#2 AWG

4/0 AWG

20A GFCI

20A

20A

20A

20A

60A

3x #12AWG

CB 5

CB 7

RED

3x #6 & 1x#10 AWG

60A 2x #12AWG BLUE

Emergency lights with battery ON/OFF Switch

CB1

CB5

CB9

3x #12AWG

3x #12AWG

3x #12AWG

3x #12AWG CB10

CB133x #12AWG

5-20R, GFCI

5-20R

BLACK

20A

UPS INPUT

RECEPTACLE

UPS OUTPUT

LED LED LED

LED LED LED

LED DIMMABLE LIGHT FIXTURES

Training in Progress

Front Door Ext. light

L5-15R

RECEPTACLE

L5-15R

RECEPTACLE

L5-15R

RECEPTACLE

L5-15R

RECEPTACLE

TVSS

TE/2/HP/04

RED

BLUE

BLACK

BLACK

SHARK 50 METER

50-60-10-V3-D2-X-ANSI

N

5A

5A 5A

Phase Sequence Monitor

LS110SEQ2

31 2

CORRECT

1,2,3

INCORRECT

3,2,1

P1 P2 P3

To Neutral bar

ECU #1

REC.

ECU#1

PLUG.

Controller

A

B

C

CB 15-3

5-20R

CB 15-2

5-20R

CB 15-1

5-20R

CB 17-3

5-20R

CB 17-2

5-20R

CB 17-1

5-20R

CB 17-4

5-20R

Interior duplex receptacles

Interior duplex receptacles

I/O Panel duplex receptacle

60A

15A CB28 3x #12AWG

UPS INTPUT

IDS

UPS

Work station

UPS

CB16

CB3-1

CB3-2

CB3-3

CB3-4

GND

To site's grounding system

HARGER GROUND BUS

P/N: GBIP144JMGB

S3S3

S1

PHOTOCELL

20A

Fire alarm Panel Firelite 9050

3x #14AWGCB26

PHOTOCELL

PHOTOCELL

PHOTOCELL

PHOTOCELL

Ext. removable security light

Ext. removable security light

Ext. removable security light

Ext. removable security light

L5-15p plug

L5-15p plug

L5-15p plug

L5-15p plug

S1

E-STOP

Front and back door EPO switches

E-STOP

BLACK

15A

BLACK

IDS

PANEL

5-15R work station duplex receptacle

CB 9

5-20R

Simulator Emergency Lighting receptacle

Simulator ECU receptacle

CB15

20A

3x #12AWG

CB173x #12AWG 20A

UPS INTPUT UPS OUTPUT

S1

Back Door Ext. light

PHOTOCELL S1

CB22

CB24

CB 1

5-15R

Intercom receptacle

20A

20A

CB30

5-20R

Convenience duplex receptacle under MDP

3x #12AWG

3x #14AWG

3x #12AWG

CB30

CT

To E.meter

CT

To E. meter

CT

To E. meter

3x #6 & 1x#10 AWG

ECU #2

REC.

ECU#2

PLUG.

ECU

UNIT #2

E-STOP J-BOX

for Customer wiring

LINE

Neutral from MDP neutral bar

Ground from MDP ground bar

LED LED LED

LED LED LED

CB 15-3

5-20R

CB 15-2

5-20R

CB 15-1

5-20R

Interior duplex receptacles

CB 5

L21-20R

Vestibule receptacle

20A GFCI

120V from EPO Buttons

20A contactor

To lighting contactor coil

CB 5

L5-20R

Hallway receptacle

A

B

C

D

A

B

C

D

12345678

12345678

TO

P

LE

VE

L

EL

EC

TR

IC

P

AC

KA

G E

FO

R

E

PN

-0

EP

N -0

R

SS

L O

T- 3-

PK

O F

W

ER

N

ER

G

AS

SY

-E

LE

C /T

O P

LE

VE

L

EL

EC

TR

IC

P

AC

KA

G E

R

SS

G

EN

- 3

G.2 RSS Interior Electrical Connections (1X RSS)

LE

D

LE

D

LE

D

LE

D

LE

D

LE

D

LE

D

LE

D

LE

D

S3 S1

S3

S1

ROOF LIGHTS

EXT. LIGHT

ROOF LIGHTS

S1

ROOF LIGHTS

EXT. LIGHT

ROOF LIGHTS

5- Prong Twist lock, lighting receptacle ( L21-20R)

3 Prong Twist lock receptacle , Ccommon switch leg wires (L5-20 R)

3 Prong Twist lock receptacle , EPO Circuit (L6-20R)

3 Prong Twist lock receptacle , Roof lights Neutral and SL (L5-20R) 3 Prong Twist lock receptacle , different circuits (L5-20 R)

CEILING TWIST LOCK RECEPTACLES LEGEND

3 (LNG)

5 Prong Twist lock receptacle , Ext. GFCI and Wiremold receptacles (L21-20 R)

3 (C NG )

SL

R

EC

3 (S NG)L

5 (LNGTT)

2 (C G )

5 (LNGTT)

SL

8 (LS NG LS NG)L

3 (S NG)

3 (LS G)

L

L

ROOF LIGHTS

EPO

3 (L GS )L

L: Line

N: Neutral

G: Ground

S : Switch Leg

WIRES DESIGNATION

L

C : Common switch legSL

D

3 REC.

WM receptacles, 20A

WM receptacles, 20A

Devices on rear door wall plate

Devices on Front door wall plate

3 REC.

UPS receptacle, 20A

5 (LNGTT)

SHELTER #4

SHELTER #3

SHELTER #1

3 Prong Twist lock receptacle ,Roof lights receptacle (L5-15R)

F

F

F

F

F

F F

F

F

4 (LS NG)L

5 (LNGTT)

LE

D

LE

D

LE

D

6 SHELTER #2

F

F F

Power provision for Optional VESTIBULE Ext. L21-20R REC.

5 (LNG S S )L L L21-20R connector

U

PS

in pu t D is co nn ec t

UPS

unit

M D

P

LT

S

3 EPO

3 Roof LTS

3 (L NG )

4 (L C NG )SL6 ( C NG )SL

4 (L C NG )SL4 (L C NG )SL

6 ( C NG )SL

6 (LNGTT C )SL

2 (C G )SL

(S N

G L

S G

L

L

LS

G

L

LS

G

L

S

N G

L

LS

G

L

N

S G

SL

RO

OF

LI

GHT

S

EP

O

S N

G

L

2 (C G )SL

6 (LNGTT C )SL

6 (LNGTT C )SL

(S N

G L

S G

L

L

3 (C NG )

SL

6 ( C NG )SL

3 ( C NG )SL3 (C NG )SL 6 ( C NG )SL

3 (C NG )

SL

4 (L C NG )SL6 ( C NG )SL

3 ( C NG )SL3 ( C NG )SL 6 ( C NG )SL

3 (S NG)

3 (C NG )

SL

6 ( C NG )SL

6 ( C NG )SL

3 ( C NG )SL

3 ( C NG )SL3 (C NG )SL 3 ( C NG )SL

L

ROOF LIGHTS

EPO

H al lw ay L

TS

O

P

TI

O N

A L

3 (S NG)L

(L

5-

R c on ne ct or

(L 5-

P

In le t)

(L 5-

R

E xt

. r ec ep t.)

O P

TI

O

N A

L

4 Prong Twist lock receptacle , EPO buttons feed with neutral and SL (L14-20R)

Lighting contactor

5 (LNGTT)

2 (C G )SL

3 ( C NG )SL

3 Prong Twist lock receptacle , Roof lights feed and SL (L6-20R)

S1

Test in Progress

A

B

C

D

A

B

C

D

12345678

12345678

R S

S

IN

TE

R

IO

R

E

LE

C

TR

IC

A

L W

IR

IN

G L

A Y

O U

T

R

S S

L O

T3

P K

R E

V

A

O F

W

E R

N E

R G

R E

M O

V A

B

LE

C O

N N

E C

TI

O

N S

R S

S

6.5 Utility Area