SOW Att 2 - ANG RSS Site Prep_Release_v3.1.pdf

DISTRIBUTION STATEMENT D: Distribution Authorized to the Department of Defense and DOD Contractors only (Critical Technology) 27 October 2004. Other requests shall be referenced to the 502 TDS/AETC Trainer Development, Randolph Air Force base, Texas 78150-4515.

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TECHNICAL MANUAL

Site Preparation Requirements for the:

Relocatable Simulation Shelter (RSS)

17 March 2020 Release version 3.1

Prepared by:

502d Trainer Development Squadron Joint Base San Antonio — Randolph

San Antonio, TX 78150

ANG RSS Site Preparation Requirements - Release v 3.1 ii

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

2.1 02 August 2019 Updated grade beam designs Updated F-16 MTT-G power requirements (typo)

3.0 16 March 2020

General updates regarding BPA expiration.

Updated Section 6 and Appendix E, Concrete Requirements and associated drawings

3.1 17 March 2020 Removed Appendix containing anchor bolt and anchor plate locations, and updated electrical schematics iii

1.0 Introduction 1

1.1 Program Overview 1

2.0 Scope 1

3.0 General RSS Manufacturer Information 2

3.1 Manufacturer Site Survey 2

3.2 Pre Site Survey Requirements 2

4.0 Site Identification 3

4.1 Site Coordination 3

4.2 RSS Sizes 3

4.3 Perimeter Work Area 4

4.4 Staging Area 4

4.5 Required Layout Areas 4

4.6 Expected Heavy Equipment 6

5.0 Ground Preparation 6

6.0 Concrete Requirements 6

6.1 Concrete Slab Requirements 7

6.1.1 Concrete Slab Size 7

6.1.2 Concrete Slab Slope 7

6.1.3 Concrete Beams 8

6.1.4 Reinforced Concrete 8

6.1.5 Utility Area 8

6.1.6 Concrete Walkway 9

Table of Contents:

iv

7.0 Electrical Utilities 9

7.1.1 Main Power Cord 10

7.1.2 Required RSS Power 11

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

7.1.4 Temporary Generator Power 11

7.1.5 Required Simulator Power 13

7.1.6 Grounding 13

8.0 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

9.0 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 — RSS Electrical Schematics 54

1.0 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 (“Gen 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. See “APPENDIX D — Manufacturer Part Numbers” for a listing of cost options as available on the GSA schedule.

In March 2017, the 502d Trainer Development Squadron (502 TDS) developed a three year Blanket Purchase Agreement (BPA) with GSA which utilized a Limited Source Justification (LSJ). This LSJ and BPA allowed the 502 TDS to purchase the RSS through GSA at pre-negotiated prices and without the need for perform open source bidding to determine fair and reasonable pricing with other vendors. Although this BPA expired on 06 March 2020, all RSSes procured before the expiration are allowed to continue with the installation process, with Period of Performance (PoP) extensions as necessary, through the end of FY20.

Although there is currently not a BPA in place, units can still procure the RSS by performing a one time buy against the Manufacturer’s existing mass contract.

2.0 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. 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). For ANG locations, additional details about site preparation requirements and funding questions can be directed to the ANG/A4 Facilities Programmer.

• NOTE: See Section “7.0 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 the 502 TDS. Any site preparation work performed before the Manufacturer site survey should be considered as “at-risk.”

3.0 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

4.0 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 1,000 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 4S

32ft, 3.25in

29ft, 0.25in

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

* While the 3X is an option on the GSA schedule, neither ANG nor 502 TDS have installed this size at any location.

• 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” and in further detail on “Sheet 4” of each respective RSS’ size drawing package in “APPENDIX E — Concrete Specifications”

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

1X 4S

≥ 10 ft – 20 ft* 1.5X 6S 2X 8S 3X 12S

* See “Sheet 4” of each respective RSS’ size drawing package in “APPENDIX E — Concrete Specifications” for a detailed drawing of the required perimeter work area

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 4S 3 3 1.5X 6S 4 4 2X 8S 5 6 3X 12S 6 9

5.0 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.

6.0 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. The Manufacturer structural engineer fully developed the concrete plans/drawings per IBC 1806.2, ASCE 7-10 and NEHRP FEMA P-750 which includes the following:

• 200 mph wind load / 0 psf snow load

• 100 mph wind load / 80 psf snow load

• Seismic Design Category (SDC) Zones A – D

• 1,500 psf soil bearing capacity As a part of the design development, the Manufacturer considered the concrete strength, depth (frost line), soil bearing pressure, and reinforcement. As a result, there is no additional requirements for the local base CE to redevelop any concrete requirements to meet local codes.

See the general notes of each respective RSS’ size drawing package in “APPENDIX E — Concrete Specifications” for additional considerations and requirements.

6.1 Concrete Slab Requirements

See “Sheet 1” of each respective RSS’ size drawing package in “APPENDIX E — Concrete Specifications” for an overview of how the RSS will be installed on the concrete slab.

Pour a concrete slab in accordance with the following requirements:

• Size as noted in Section “6.1.1 Concrete Slab Size” for the specific RSS that will be installed on size

• Compression strength: ≥ 4,000 psi

• Thickness: ≥ 6 in

• Finish: trowel with a medium broom

• Reinforcement as noted in Section “6.1.4 Reinforced Concrete” as necessary

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

6.1.1 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 4S 45 ft × 45ft (2,025 ft²) 1.5X 6S 45 ft × 60 ft, 2 in (2,708 ft²) 2X 8S 45 ft × 75 ft, 4 in (3,390 ft²) 3X 12S 45 ft × 105 ft, 8 in (4,755 ft²)

6.1.2 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 “Sheet 3” of each respective RSS’ size drawing package in “APPENDIX E — Concrete Specifications” for transverse section details.

The concrete pad must match the existing grade or be no greater than 8 inches above the existing grade on all sides.

6.1.3 Concrete Beams

Place two concrete beams within the concrete slab in accordance with the following requirements:

• Thickness: See “Sheets 5 - 6” of each respective RSS’ size drawing package in “APPENDIX E — Concrete Specifications” for minimum requirements

• Width: ≥ 32 in

• Compression strength: ≥ 4,000 psi

• Finish: trowel with a medium broom

• Reinforcement as noted in Section “6.1.4 Reinforced Concrete” 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

6.1.4 Reinforced Concrete

See “Sheets 5 - 6” of each respective RSS’ size drawing package in “APPENDIX E — Concrete Specifications” for more information regarding the reinforced concrete requirements.

6.1.5 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.

The utility area, regardless of RSS size, should not exceed 1 ft, 6 in by 12 ft. 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 4: RSS Power, Utility, and ECU Locations” and Section “7.0 Electrical Utilities” for more information about the location of the electrical/utility rack and the required proximity to the I/O panel.

Figure 3: Example Electrical/Utility Rack

6.1.6 Concrete Walkway

Depending on the location of the RSS and the concrete slab, the gaining unit may elect to pour an additional concrete walkway that leads up to the main entrance of the RSS or the vestibule if purchased as an option. A concrete walkway may be especially useful if the concrete pad will be located in an area that may make foot traffic difficult such as a field or dirt lot. If the gaining unit elects to pour an additional concrete walkway, see “APPENDIX E — Concrete Specifications” for the suggested location of the concrete walkway.

7.0 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 4: 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 “9.0 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 F — RSS Electrical Schematics” 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.

7.1.1 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 4: 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

The Manufacturer recommends that each gaining unit utilize a strain relief (Hubbell PN#074011037 or Hubbell PN#SHC1089) to ensure a watertight seal and positive contact.

7.1.2 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 “7.1.3 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 4: RSS Power, Utility, and ECU Locations” to reference the location of RSS input/output panel.

7.1.3 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)

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

7.1.4 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 generator on-site meeting the following minimum requirements starting on the first day of the RSS installation for the duration of the installation:

Table 5: Temporary Generator 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 4: RSS Power, Utility, and ECU Locations

7.1.5 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 4: RSS Power, Utility, and ECU Locations” to reference the location of the simulator power and communications input/output panel.

7.1.6 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.

8.0 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 4: 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 4: 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.

9.0 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 5: 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: TBD

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: TBD

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 poured per the Manufacturer drawings?

̆ 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 4S

32ft, 3.25in

29ft, 0.25in

15ft, 8in 13ft, 7in 1.5X 6S 44ft, 2.25in 2X 8S 59ft, 4.25in 3X 12S 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 “6.1 Concrete Slab Requirements”, Section “6.1.3 Concrete

Beams”, and “APPENDIX E — Concrete Specifications”

Table 8: Concrete Slab Requirements RSS Size Size

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

̆ Compression strength: ≥ 4,000 psi ̆ Thickness: ≥ 6 in ̆ Finish: trowel with a medium 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 “6.1.3 Concrete Beams” and “Appendix A — Minimum Concrete

Specifications ̆ Two concrete beams ̆ Thickness: See “Sheets 5 - 6” of each respective RSS’ size drawing package in “APPENDIX E — Concrete Specifications” for minimum requirements

̆ Width: ≥ 32 in ̆ Compression strength: ≥ 4,000 psi ̆ Finish: trowel with a fine broom

̆ UTILITy AREA:

Reference Section “6.1.5 Utility Area” and “APPENDIX E — Concrete

Specifications” ̆ 1 ft, 6 in by 12 ft.

̆ 21 ft, 8¼ in from the edge of the concrete slab ̆ 3 ft from the top of the first grade beam

̆ ELECTRICAL AND GRoUND:

Reference Section “7.0 Electrical Utilities” and “APPENDIX F — RSS Electrical

Schematics” ̆ 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

̆ See Section “7.1.3 Additional Required RSS Power (F-16 MTT-G)” for additional required power if one or more F-16 MTT-Gs are expected to be installed in the RSS

̆ 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

This Appendix contains the concrete specifications from the manufacturer for the following RSS sizes:

• 1X RSS (also known as the 4S)

• Sheet 1: RSS plan view with optional vestibule and suggested walkway

• Sheet 2: Concrete plan view

• Sheet 3: Concrete transverse section detail showing grade beam and slab reinforcing specifications

• Sheet 4: Concrete overview and work perimeter requirements

• Sheets 5 - 6: Grade Beam Details

• 1.5X RSS (also known as the 6S)

• Sheet 1: RSS plan view with optional vestibule and suggested walkway

• Sheet 2: Concrete plan view

• Sheet 3: Concrete transverse section detail showing grade beam and slab reinforcing specifications

• Sheet 4: Concrete overview and work perimeter requirements

• Sheets 5 - 6: Grade Beam Details

• 2X RSS (also known as the 8S)

• Sheet 1: RSS plan view with optional vestibule and suggested walkway

• Sheet 2: Concrete plan view

• Sheet 3: Concrete transverse section detail showing grade beam and slab reinforcing specifications

• Sheet 4: Concrete overview and work perimeter requirements

• Sheets 5 - 6: Grade Beam Details

• 3X RSS (also known as the 12S)

• Sheet 1: RSS plan view with optional vestibule and suggested walkway

• Sheet 2: Concrete plan view

• Sheet 3: Concrete transverse section detail showing grade beam and slab reinforcing specifications

• Sheet 4: Concrete overview and work perimeter requirements

• Sheets 5 - 6: Grade Beam Details

2345678

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TYDESCRIPTION:

THESE DRAWINGS SERVE TO PROVIDE THE REQUIRED CONCRETE SPECIFICATIONS TO MEET THE FOLLOWING

ENVIRONMENTAL LOAD CONDITIONS PER IBC 1806.2, ASCE 7-10, AND NEHRP FEMA P-750:

-200mph WIND LOAD / 0psf SNOW LOAD

-100mph WIND LOAD / 80psf SNOW LOAD

-SEISMIC DESIGN CATEGORY D

-1500psf SOIL BEARING CAPACITY

FLAG NOTES:

THE CENTERLINE OF THE SLOPE IS BETWEEN GRADE BEAMS. PITCH is 18 in 12.

CONTINUE PITCH TO EDGE OF CONCRETE

THE PAD SHALL MATCH EXISTING GRADE OR <10" ABOVE EXISTING GRADE ON ALL SIDES

REV. DATE AUTHOR DESCRIPTION

01 12/28/2016 J. LUCAS UPDATED RAMP AND HVAC UNIT

02 02/05/2018 J. LUCAS ADDED VESTIBULE AND MINIMUM SURROUNDING AREA

03 09/23/2019 J. LUCAS UPDATED CONCRETE SPECIFICATIONS

04 02/24/2020 J. LUCAS UPDATED COVER PAGE, UTILITY AREA, REBAR DETAIL

05 03/13/2020 J. LUCAS UPDATED CONCRETE SPECS

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VESTIBULE ENTRANCE

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RSS 4S CONCRETE OVERLAY WITH OPTIONAL VESTIBULE

45'

2'-2"

2'-2"

34'-71 2"

A (SHEET 3)

A (SHEET 3)

12'[MAX]

(1'-6")

21'-81 4"

3'[MIN]

GRADE BEAM

GRADE BEAM

UTILITLY AREA

17'-33 4"

CENTER (CROWN) OF SLOPE

(SEE SHEET 3)

10'-41 2"

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CONCRETE DETAIL

GENERAL NOTES:

1. COORDINATION GENERAL NOTES

1.1. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, TEMPORARY

SUPPORTS, AND CONTROL OF ABOVE AND BELOW GROUND SURFACE

WATER CONTROL, IS THE SOLE RESPONSIBLY OF THE CONTRACTOR

1.2. COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ELECTRICAL,

PLUMBING, COMMUNICATIONS AND CIVIL. CONTRACTOR SHALL MAKE NO

DEVIATIONS FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF

THE CONTRACTING OFFICER'S REPRESENTATIVE

1.3. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR SHOP DRAWING

COORDINATION

1.4. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES,

SEQUENCES, AND PROCEDURES OF CONSTRUCTION

1.5. DO NOT PLACE PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL

THICKNESS WITHIN STRUCTURES UNLESS SPECIFICALLY SHOWN AND

DETAILED ON STRUCTURAL DRAWINGS

34'-71 2"

45'

17' 33 4"

8"

12"

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GB2

SLAB

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SLAB REINFORCING SCHEDULE

DESCRIPTION MARK THICKNESS REINFORCING COMMENTS

SLAB (CAST-IN-PLACE) S1 0'-6" TEMPERATURE AND SHRINK - #3 @

10" O/C E.W. OR GLASS FIBERS

CONCRETE: 4000PSI, MEDIUM

BROOM FINISH

GENERAL NOTES:

1. FULL RSS NOT SHOWN FOR CLARITY

2. SEE SHEETS 6-7 FOR SLAB AND GRADE BEAM

DETAILS

3. ANY REQUIRED ADJUSTMENTS TO THE LAYOUTS

AND/OR GRADES SHOWN HEREON SHALL BE SUBMITTED

TO THE CONTRACTING OFFICER'S REPRESENTATIVE

PRIOR TO COMMENCEMENT OF CONSTRUCTION

OPERATIONS FOR REVIEW AND APPROVAL.

4. ANY CHANGES IN THE ELEVATIONS AND GRADES

SHOWN HEREON SHALL BE COORDINATED BY THE

CONTRACTOR AND SHALL BE SUBJECT TO APPROVAL BY

THE CONTRACTING OFFICER'S REPRESENTATIVE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROVIDING ADEQUATE CLEARANCES BETWEEN FINISHED

GRADES AND ANY PROPOSED OR EXISTING POWER LINES,

IN ACCORDINACE WITH THE APPLICABLE CODES AND

SOUND ENGINEERING AND CONSTRUCTION PRACTIVE.

ANY EXISTING OVERHEAD POWER LINES DEEMED TO BE IN

CONFLICT WITH THE REQUIREMENTS FOR THE FACILITIES

SHOWN HEREON SHALL BE ADJUST BY THE CONTRACTOR

AT THE CONTRACTOR'S EXPENSE.

SECTION A-A

NOT TO SCALE

TRANSVERSE SECTION DETAIL

GRADE BEAM SCHEDULE

MARK WIDTH DEPTH LONGITUDINAL REINFORCING TRASVERSE REINFORCING COMMENTS

GB1 2'-8" PER FROST DEPTH - SEE

SHEETS 6-7

#6 CONTINUOUS - SEE SHEETS 6-7

FOR QUANTITY

#3 TIES - SEE SHEETS 6-7

FOR SPACING

CONCRETE: 4000PSI, MEDIUM

BROOM FINISH

GB2 2'-8" PER FROST DEPTH - SEE

SHEETS 6-7

#6 CONTINUOUS - SEE SHEETS 6-7

FOR QUANTITY

#3 TIES - SEE SHEETS 6-7

FOR SPACING

CONCRETE: 4000PSI, MEDIUM

BROOM FINISH

GRADE BEAM

GRADE BEAM

UTILITLY AREA

85'

75'

10'

20'

20'

20'

A

B

C

D

A

B

C

D

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GENERAL NOTES:

1. SEE BELOW FOR REQUIRED CLEAR WORKING PERIMETER NEEDED FOR

INSTALLATION

RSS 4S CONCRETE AND WORK PERIMETER

13"

8"

18"

4" 4"

4"

12"

24"

16"

16"

#4 @ 24" o/c

MIN.

#3 TIES @ 32" o/c

6"

(4) #6 BARS CONT.

4" COVER MIN.

6" SLAB w/ TEMP & SHRINK REINF. - #3 @10" o/c E.W. OR GLASS FIBERS

13"

8"

48"

4" 4"

4"

32"

16"

16"

#4 @ 24" o/c

#3 TIES @ 32" o/c

6"

(8) #6 BARS CONT.

4" COVER MIN.

6" SLAB w/ TEMP & SHRINK REINF. - #3 @10" o/c E.W. OR GLASS FIBERS

4"

13"

8"

24"

4" 4"

4"

32"

16"

16"

#4 @ 24" o/c

#3 TIES @ 32" o/c

6"

(4) #6 BARS CONT.

6" SLAB w/ TEMP & SHRINK REINF. - #3 @10" o/c E.W. OR GLASS FIBERS

4"

13"

8"

36"

4" 4"

4"

32"

16" 16" #4 @ 24" o/c

#3 TIES @ 32" o/c

6"

(6) #6 BARS CONT.

6" SLAB w/ TEMP & SHRINK REINF. - #3 @10" o/c E.W. OR GLASS FIBERS

14"

4"

14"

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NOT TO SCALEA 6" TO 18" FROST DEPTH

NOT TO SCALEB 24" FROST DEPTH

NOT TO SCALEC 36" FROST DEPTH

NOT TO SCALED 48" FROST DEPTH

4" COVER MIN.

4" COVER MIN.

14"

14"

14"

18"

MIN.

MIN.

MIN.

2'-8"

44"

2'-2"

56"

EXISTING

GRADE

EXISTING

GRADE

EXISTING

GRADE

EXISTING

GRADE

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GENERAL NOTES:

1. MINIMUM CONCRETE DEPTH BELOW EXISTING GRADE EQUAL TO FROST DEPTH

60"

4" 4"

4"

32"

16"

16"

#4 @ 24" o/c

#3 TIES @ 32" o/c

6"

(8) #6 BARS CONT.

4" COVER MIN.

6" SLAB w/ TEMP & SHRINK REINF. - #3 @10" o/c E.W.