Checkpoint Design Guide_Revision 1.indb
Transcription
Checkpoint Design Guide_Revision 1.indb
CHEcKPOINT DESIGN GUIdE (CDG) Revision 1 February 11, 2009 Prepared for the Transportation Security Administration Office of Security Technology Contract Number: HSTS04-05-D-DEP003 Office of Security Operations Operational Improvement Branch DISCLAIMER 0.1 DISCLAIMER The TSA Checkpoint Design Guide has been prepared to help Headquarters, local TSA, airport stakeholders, and architectural/ engineering firms produce a consistent product. While many answers to questions that arise in the design process have been addressed in this document, deviations are sometimes warranted. Seek guidance from the local FSD and TSA HQ when the guidelines cannot be applied. As with any guide, previous experience, knowledge of local and national codes, and professional judgment are to be integrated with the direction provided herein to develop the optimum design. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 1 TABLE OF CONTENTS 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) . . . . . . . . . . . . . . . . . . . 5 1.1 GENERAL INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 1.2 STAKEHOLDER COORDINATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 1.3 PLANNING CONSIDERATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 1.4 AIRPORT OPERATIONAL TYPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 1.5 CHECKPOINT IMPROVEMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 1.6 DESIGNING FOR THE EQUIPMENT & PROCESS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 1.7 DESIGNING FOR THE FUTURE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 2.0 SSCP ELEMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 2.1 2.2 PRE-SCREENING PREPARATION INSTRUCTION ZONE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 2.1.1 TSA Mandatory Signs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 2.1.2 TSA Instructional Signs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 2.1.3 TSA Directional Signs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 2.1.4 TSA Local Signs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 QUEUE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 2.2.1 Diamond Self Select (DSS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 2.2.2 Registered Traveler Queue Lane . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 2.2.3 Travel Document Checker (TDC) & Podium . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 2.3 BIN CART . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 2.4 DIVEST TABLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 2 TABLE OF CONTENTS 2.5 CARRY-ON BAG SCREENING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28 2.5.1 X-Ray Unit (TRX) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 2.5.2 Advanced Technology (AT) X-ray Unit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34 2.5.3 TRX & AT X-Ray Extension Rollers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37 2.5.4 AutoEDS Unit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 2.6 WALK THROUGH METAL DETECTOR (WTMD). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46 2.7 BARRIERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 50 2.8 ADA GATE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51 2.9 WHOLE BODY IMAGER (WBI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 2.10 PASSENGER CONTAINMENT & INSPECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57 2.10.1 Holding Station (DOT.J3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 57 2.10.2 Holding/Wanding Station (DOT.N3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58 2.10.3 Hand Wanding Position . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59 2.10.4 Private Screening Room (DOT.T3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 2.11 ETD BAG SCREENING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 2.11.1 Explosive Trace Detection (ETD) Unit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 2.11.2 Bottle Liquid Scanner (BLS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 61 2.11.3 ETD Mobile Cabinet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 2.11.4 Bag Search Table . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66 2.12 CAST & PROSTHETHESIS IMAGER (CPI) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 2.13 EGRESS SEATING AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68 2.14 SUPERVISORY TRANSPORTATION SECURITY OFFICER (STSO) & LAW ENFORCEMENT OFFICER (LEO) PODIUM . . . . 69 2.15 EXIT LANE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 2.16 SSCP ADJACENT WALLS & BOUNDRIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 71 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 3 TABLE OF CONTENTS 3.0 STANDARD SSCP LAYOUTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 72 3.1 SSCP RECOMMENDED SPACING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 76 3.2 STANDARD MODULE SETS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 78 3.3 3.2.1 TRX Module Sets . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 78 3.2.2 AT Module Sets . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 83 3.2.3 AT & WBI Module Sets . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 3.2.4 AutoEDS Module Sets . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91 LANE COMBINATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 3.3.1 TRX Lane Combinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 3.3.2 AT and AT & WBI Lane Combinations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94 4.0 SSCP POWER & DATA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 4.1 EQUIPMENT REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 103 4.2 EQUIPMENT RECEPTACLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 107 4.3 RECEPTACLE LOCATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 108 4.4 IT CABINET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 112 4.5 Hi-SOC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 113 4.6 SSCP LIGHTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 114 4.7 CCTV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 115 5.0 SAFETY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 116 6.0 APPENDIX A - SSCP TERMINOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 117 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 4 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) The Transportation Security Administration (TSA) is mandated by law to screen air travelers and their carry-on baggage to ensure that prohibited items are intercepted at Security Screening Checkpoints (SSCP) at approximately 450 airports across the United States. Each checkpoint represents a point of entry into the aviation system and must meet security criteria. SSCPs were less complex pre-9/11. Ever since TSA was created in 2001, the SSCP’s have evolved considerably through the years and continue to evolve with improved technology and increased experience. Because the environment is constantly changing, this Checkpoint Design Guide (CDG) was created to communicate the most current accepted guidelines to those that are involved with checkpoint design. The intent of this document is to provide a description of the SSCP equipment that exists today and the knowledge necessary to locate that equipment within the checkpoint in order to provide the highest level of security screening and efficiency beginning at the queue and continuing through the composure area. The information included in this guide should be used when designing new checkpoints or reconfiguring existing checkpoints. All designs and reconfigurations must be coordinated with TSA Headquarters (TSA HQ), the local FSD and staff, and local airport stakeholders so that the recommended guidelines are site-adapted for each checkpoint. This document is intended to be a “living” document that is updated when new technologies or processes are adopted by TSA HQ. There are multiple layers of security in place at airports today that facilitate the safe movement of people and commerce throughout the airport transportation system. Theses layers are roadblocks to potential terrorist paths because they are equipped to detect and minimize threats that could occur within the system. Refer to Figure 1-1. 2009.02.11 REVISION 1 Every airport and airport terminal building is unique in physical design and operational requirements. No single SSCP solution will work for every checkpoint nor will it work for every checkpoint at the same airport. Every SSCP location must be reviewed as an entity of the overall airport security system. The CDG provides direction and recommendations on how to locate and size a new SSCP based on the following conditions: • Facility Infrastructure & Operations • Current Screening Technology/Equipment • Type of Risk that is Present or Anticipated • Passenger Loads/Number of Enplanements Improper SSCP design results in terminal and checkpoint queue congestion, long passenger wait times, flight delays, missed flights, and unnecessary security risks. Proper SSCP design helps avoid costly problems for the airport, airlines, and TSA. It also provides a smoother and safer experience for the passenger. This document is divided in to the following sections: • Section 1.0 Introduction to Security Screening Checkpoints (SSCPs) • Section 2.0 SSCP Elements • Section 3.0 Standard SSCP Layouts • Section 4.0 SSCP Power and Data • Section 5.0 Safety • Section 6.0 Appendix A-SSCP Terminology CHECKPOINT DESIGN GUIDE (CDG) 5 2009.02.11 REVISION 1 VIPR Passengers Hardened Cockpit Door Law Enforcement Officers Trained Flight Crew Federal Flight Deck Officers Federal Air Marshal Service Bomb Aprasial Officers Random Employee Screening Transportation Security Inspection Checked Baggage Checkpoint/Transportation Security Officers Travel Document Checker Behavior Detection Officers Canines Crew Vetting No-Fly List & Passenger Pre-Screening Joint Terrorism Task Force Customs & Border Protection Intelligence Terrorist Paths 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) Figure 1-1 Twenty Layers of Security CHECKPOINT DESIGN GUIDE (CDG) 6 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) 1.1 GENERAL INFORMATION SSCPs are a critical element to an airport’s overall terminal design and must be considered in the early stages of planning and conceptual layout. Performance requirements of a SSCP and airport/ airline responsibilities are not included in the CDG. However, this information can be obtained from a number of TSA regulatory documents. Security screening is intended to deter and prevent hijackings and the transport of explosive, incendiary or dangerous weapons aboard commercial aircraft. This threat does not solely rest with the passengers. Airport personnel, airline personnel, concession employees, and concession delivery personnel are also part of the threat and are screened through the SSCP when traveling from the non-sterile area to the sterile area. Sterile areas are defined as those areas where aircraft access is possible and persons have undergone security screening to access the area. Non-sterile areas are accessible to the general public. When designing a new terminal or checkpoint or reconfiguring an existing terminal or checkpoint, the following items should be built into the design: • • Preventing persons with prohibited items to board commercial aircraft • Secure exiting for arriving passengers during operational and non-operational hours of the SSCP • Persons with disabilities requiring wheelchair accessibility or allowances for other assistive devices • Minimal interruption or delay to the flow of passengers and others being screened • Effective and secure handling of goods that cross from the non-sterile area to the sterile area • Protection of SSCP equipment during non-operational hours • Equipment maintenance requirements • Operational flexibility in response to changes in passenger loads, equipment, operational processes, and security levels • Flexibility to accommodate new technology and processes • Efficient and effective use of terminal space • Acceptable and comfortable environmental factors, such as air temperature, humidity, air quality, lighting, and noise • Safe and ergonomic design • Coordination of the SSCP • Contingency plans for power outages and system difficulties • Availability of TSA office space in the non-sterile or sterile area for training, paperwork, and breaks. Close proximity to rest rooms and drinking fountains is preferred. • Cost-effective labor requirements for TSA and other security personnel Preventing SSCP exit lane breaches 2009.02.11 REVISION 1 power, data, and CCTV equipment at CHECKPOINT DESIGN GUIDE (CDG) 7 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) 1.2 STAKEHOLDER COORDINATION Key individuals within TSA HQ, local TSA, government agencies, airport and airline operations, just to name a few, should be involved during the SSCP design process. These groups will be able to facilitate dialogue regarding local building codes, mutual aid agreements with local law enforcement/emergency responders, and joint commercial/ military presence which could factor into the checkpoint design. 1.3 PLANNING CONSIDERATIONS SSCPs are created by combining standard 1 and 2 lane module sets. At a minimum, a 1 lane module set will consist of a Walk Through Metal Detector (WTMD), X-ray, passenger containment and/or inspection, and secondary screening area. A 2 lane module set is the same plus a second X-ray. Figure 1-2 illustrates a 5 lane layout which is a combination of 2-2 lane module sets and 1-1 lane module set. These module sets will be discussed in more detail in Section 3.0. These module sets are created based on standard TSA spacing for passenger ingress/egress, clearance for maintenance activities, and prevention of passenger breaches. These module sets provide a controlled and contained screening environment where sterile and non-sterile areas are separated from each other. A modular design enables TSA to determine the depth and width needed for a particular number of lanes. The number of lanes is based on the passenger load or the physical space provided by the airport. As the number of enplanements per year increases and the equipment and technology evolve, the SSCP needs to have the flexibility for change and the ability to expand. Allowance for modifications must be included in the Airport Master Plan. 2009.02.11 REVISION 1 Vulnerabilities specific to a particular airport will dictate where the checkpoint is situated within the terminal. Some airports may locate the SSCP at or near the entrance of the terminal, making all spaces beyond the SSCP sterile. Thoughtful consideration must be given to passenger queuing if the SSCP is placed near the terminal entrance. Massing people in public areas should be avoided. The more common choice is to position the SSCP deeper into the terminal. During periods of elevated threat, temporary SSCPs may be needed in the airport lobbies. Space and available utilities for TSA to tap into should be considered if this is a potential option. Airports with international flights have a higher level of threat thus requiring support for additional operations than airports with domestic flights only. International SSCPs may require additional space to support an increased level of security with different combinations of equipment and processes. Some airports with international flights have a Federal Inspection Service (FIS) SSCP. This is a checkpoint that arriving international passengers are required to be screened through before transferring to a domestic flight. The reason is that the U.S. screening process has different requirements and provisions than screening processes in many international airports in other countries where a passenger may have originated his travel. The screening requirements for a FIS checkpoint are the same as other checkpoints but the volume varies based on the frequency of inbound international flights. CHECKPOINT DESIGN GUIDE (CDG) 8 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) Figure 1-2 Security Screening Checkpoint 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 9 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) 1.4 AIRPORT OPERATIONAL TYPES Airports can be characterized as Origin and Destination (O&D), Transfer/Hub, or a combination of the two, with regional and commuter traffic included in all three. In Transfer/Hub airports, transfer passengers frequently move from gate to gate without passing through the airport SSCP. If concessions are located in the sterile area, there is no need for an arriving passenger to exit the sterile area. However, if concessions are located in the non-sterile area, there is incentive for passengers to exit the sterile area and subsequently re-enter the sterile area through the SSCP thus increasing the passenger load that might otherwise be unnecessary. The best scenario would be to locate concessions in the sterile area so that passengers can move among gates along multiple concourses without needing to be re-screened. Small airports operate a bit differently than their larger O&D and Transfer/Hub counterparts. Typically, there is little or no hold room space. Passenger screening doesn’t occur until right before the flight boards. Often the SSCPs at small airports are located at the gate. In some cases, space may be so limited that it is best to co-locate the checked bag screening adjacent to or in combination with the checkpoint. This configuration has specific equipment called the AutoEDS that is capable of screening carry-on and checked baggage. This layout is efficient and economical in that one piece of equipment and the same staff can provide two types of screening. O&D airports would be best served by locating the SSCP near the individual hold rooms (passenger waiting area) so that they can be staffed for particular departures. While this makes staffing more dynamic and flexible, it would require more real estate and equipment. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 10 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) 1.5 CHECKPOINT IMPROVEMENTS Modifications to the SSCP must be closely coordinated with TSA HQ so that the proper equipment and resources are deployed to support the changes in a manner that heightens security, increases throughput, reduces on-the-job injuries, makes staffing more dynamic, improves passenger customer service and is consistent with the guidelines in this book. Change requests can be made to TSA HQ through following URL: http://projecttracking.tsa.gov. A screenshot of the Checkpoint Change Request form is shown in Figure 1-4. Access to this link can be gained by emailing [email protected] and requesting a user account and password. Requests for screening (hard, powered) equipment and ancillary (soft, non-powered) equipment are submitted via the Checkpoint Equipment Request Form as shown by the screenshot in Figure 1-5. The Requirements Management Advisory Group (ReMAG) evaluates all requests and assigns a ReMAG ID to use for tracking the equipment required for the SSCP reconfiguration. An outline of the checkpoint modification process is shown in Figure 1-3 starting with project inception all the way to project approval. Local TSA and airport/airline stakeholders should follow this process when upgrades to an existing SSCP are needed. Once the project is approved, the TSA HQ Deployment group gets involved to assist local TSA and/or airport stakeholders execute the project. Tasks vary from shipping equipment to putting the project out for bid. The deployment group is made up of various personnel within different divisions of TSA HQ. Funding for SSCP modifications will depend on the type of change requested. TSA HQ will review and approve changes, but may not provide all of the funding. For example, in the case of an equipment request, TSA HQ may supply the equipment, but request the airport or local TSA to provide new power/data receptacles to support the equipment. Shared cost solutions are common for these types of requests. TSA HQ, local TSA, airport stakeholders, and the SSCP designer should determine funding responsibilities in the early planning stages of the project before design begins. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 11 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) Figure 1-3 Checkpoint Modification Process 1 2 3 5 4 Project is communicated by the Airport Authority, Optimization Site Visit, or TSA HQ to FSD. FSD & staff coordinate details for a checkpoint change request including, but not limited to: 1. Security Screening Equipment Requirements 2. Ancillary Equipment Requirements 3. Detailed Existing and/or Proposed Drawings 4. Associated Serial Numbers of Units in Question 5. Construction Schedule 6. Local POC(s) information Airport submits request through the Checkpoint Change Request Website with associated supporting documentation to Area Director & OST. Project receives a ReMAG ID number for tracking. The Project is now a formal request assigned to an OST Point of Contact (POC). The ReMAG ID number should be referenced to query status. The airport requests are reviewed against the following criteria: 1. Capacity Analysis 2. Approved Design 3. Equipment Availability 4. TSO Staffing Availability 5. Outlined Fiscal Year Budget Invalidated requests are communicated back to the Airport POC. The TSA HQ OST POC coordinates necessary changes with FSD & applicable stakeholders. 6 Validated requests are communicated back to the Airport POC & executed by the TSA HQ Deployment Group. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 12 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) Figure 1-4 Checkpoint Change Request Form 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 13 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) Figure 1-5 Checkpoint Equipment Request Form 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 14 1.0 INTRODUCTION TO SECURITY SCREENING CHECKPOINTS (SSCPS) 1.6 DESIGNING FOR THE EQUIPMENT & PROCESS TSA equipment placement is intended to increase the level of security and improve the flow of passengers through the checkpoint. This is accomplished by providing adequate space for passengers to divest and compose which minimizes the occurrence of bottlenecks at the checkpoint. Checkpoint configurations should create a reasonable work environment for the TSOs to perform multiple functions within close proximity to each other. Designers will be directed by TSA HQ to locate screening equipment in such a way that would increase the baseline performance of the equipment, improve the passenger experience and decrease the time required for screening. Good design should conform to the activity that it supports. Procedures are in place and are continuously being reviewed and further refined to outline the process that every passenger and bag must undergo in order to properly fulfill TSA’s goals for the SSCP. It is critical that the design layout support this process. TSA, together with a number of partners within TSA and in the private sector, developed an integrated prototype checkpoint that incorporated innovation in people, process, and technology. This prototype was deployed to Baltimore/Washington International Airport (BWI) in April 2008 under the umbrella of “Checkpoint Evolution”. The goal in deploying the first prototype, “Checkpoint Evolution” was to test new ideas, while at the same time engage passengers, TSOs, and airport and airline partners in a dialogue about how to improve the passenger screening process. At the time of print of this guide, many of the elements of the prototype were being refined and evaluated. Consultation with local TSA offices is suggested to receive the most up to date information for the next generation of prototypes relating to checkpoints. 1.7 DESIGNING FOR THE FUTURE Airport security technology is a dynamic and rapidly changing field. No matter how carefully an airport is designed to take maximum advantage of the current technology, designs must be sufficiently adaptable to meet the changing threats and support the equipment that detects these threats. Security screening equipment dimensions and/or processes may change, requiring the entire airport security managerial infrastructure to make important decisions regarding modifications, which the designer must then accommodate. The designer’s task will be easier if the original design has anticipated the need for change and allowed for size and space adjustments by surrounding the SSCP with as much flexibility and potential expansion space as possible. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 15 2.0 SSCP ELEMENTS 2.0 SSCP ELEMENTS The intent of this section is to introduce all of the elements of a standard TSA SSCP. These elements can consist of “hard” materials, such as powered security screening equipment and “soft” materials, such as non-powered ancillary equipment. The equipment in this section is listed in the order that a passenger encounters it, from the non-sterile area to the sterile area, and includes a description with the clearances recommended by the manufacturer, location within the checkpoint, general footprint and overall weight. Power requirements are listed in Section 4.0. The information contained herein is intended to be general and not a replacement for the manufacturer cut-sheets. Elements of an SSCP are fairly consistent from checkpoint to checkpoint. Some elements are static in nature such as the footprint required for a WTMD, TRX, AT, or WBI. These footprints may vary slightly by manufacturer but are fairly consistent. Choice of manufacturer for a particular type of equipment is determined by TSA HQ which is typically based on equipment sizes, weights, existing maintenance contracts, and TSA staff familiarity with a particular vendor. Other elements, such as the passenger queue and composure area, are variable because the characteristics change based on the space available, airline passenger load factors, and number of passengers screened at checkpoints per hour. 2009.02.11 REVISION 1 Figure 2-1 indicates the elements required per lane, per module set, and per checkpoint. A module set is 1 or 2 lanes where checkpoint elements are shared. A module set is defined further in Section 3.0. This table lists technology and equipment available at the time of publication of this document. SSCP requirements by lane, by module set, and by checkpoint will change as new technologies and processes become available and/or as requirements change. A layout of most but not all of the SSCP elements is represented in Figure 2-2. This figure is NOT a typical checkpoint nor should it be reproduced. It is intended to reflect a majority of the equipment deployed at a checkpoint but not necessary all at the same time. The carry-on bag screening device is usually the same type (TRX or AT) across all the lanes. Passenger flow goes from left (non-sterile) to right (sterile). All equipment listed in this section can be ordered from TSA HQ by following the process outlined in Section 1.5. CHECKPOINT DESIGN GUIDE (CDG) 16 2.0 SSCP ELEMENTS Figure 2-1 SSCP Requirements Checkpoint Area Per Single Lane Per 2 Lane Module Set Per Checkpoint 2009.02.11 REVISION 1 Equipment Elements • (2) Bin Carts - (1) at each end of lane • (2-3) Divest Tables D) • (1) Walk Through Metal Detector (WTMD) • (1) TRX or AT X-Ray with Extension Rollerr • (1) Ergonomic X-ray Operator Chair • (1 or more) CCTV cameras (not shown) • (1) ADA Gate • Barrier(s) • (1) Explosives Trace Detection (ETD) Unit & Cabinet • (1 or 2 ) Bag Search Tables • (1) Glass Holding Station or Holding/Wanding Station (not shown) • (1) Anti-fatigue mats (not shown) • (1) Composure Bench • (2) Passenger Wanding Chairs & Mats • (1) STSO Podium (at large airports only) • (1) Private Screening • (1) Data Connections/Cabinet (not shown) • (1) Law Enforcement Officer (LEO) Station or position (not shown) CHECKPOINT DESIGN GUIDE (CDG) 17 2.0 SSCP ELEMENTS Figure 2-2 SSCP Elements This graphic is not representative of a typical S SSCP layout. It is intended F to capture all of the elements M X P E Y W one would encounter but not O necessarily all at the same Q time. N E D B C C O B H Z A G F T L K R E B V C C B J E S N A Queuing Stanchions G ADA Gate O Bag Search Table B Bin Cart H TRX X-ray P Passenger Wanding C Divest Table J Advanced Technology (AT) X-ray Q Explosives Detection System (AutoEDS) D Pre-Screening Preparation Zone K Whole Body Imager (WBI) R Composure Bench E Barrier L Holding / Wanding Station (DOT.N3) S SSCP Adjacent Walls/Barriers F Walk-Through Metal Detector (WTMD) M Holding Station (DOT.J3) T 2-to-1 Separation Stanchions N Explosives Trace Detection (ETD) Unit U Cast & Prosthesis Imager 2009.02.11 REVISION 1 O U V Travel Document Checker (TDC) Podium W Remote Viewing Room (DOT.S3) X Lane Control Unit (LCU) Y Private Screening Room (DOT.T3) Z Supervisor Transportation Security Officer (STSO) Podium CHECKPOINT DESIGN GUIDE (CDG) 18 2.0 SSCP ELEMENTS 2.1 PRE-SCREENING PREPARATION INSTRUCTION ZONE The Pre-Screening Preparation Instruction Zone begins as early as the curbside ticket counters and typically ends at the Travel Document Checker (TDC) podium deep in the queue. This zone should incorporate architectural features of the airport and be designed to provide a calm environment for the passenger. Signage, instructional videos, and “ambassador” staff or volunteers, when available, should be used to reduce passenger stress and ease movement to and through the SSCP. Simple and effective signage that has been approved by the airport and integrated with their current signage policy can be used to direct and instruct passengers on screening requirements and procedures. TSA signs are either 11” x 14” or 22” x 28” frames that can be mounted on top of a floor stanchion. Refer to Figure 2-3. The signs are divided into four (4) categories: TSA Mandatory Signs, TSA Instructional Signs, TSA Directional Signs, and TSA Local Signs. Refer to the most current version of the TSA Airport Signage Guidelines for specific sign descriptions and location within the checkpoint. 2.1.1 TSA Mandatory Signs 2.1.3 TSA Directional Signs TSA Directional Signs instruct passengers on where to go during the screening process, including providing direction to separate queues and process lanes. The goal for this signage is to provide clear and concise directions so that passengers react quicker and overall time in the queue is minimized. Directional signs must be elevated so they are easily visible and not hidden by passengers standing in line. 2.1.4 TSA Local Signs TSA Local Signs are designed to meet specific local requirements such as instructions regarding special equipment, local processing instructions, and any other signs deemed necessary by the local Federal Security Director (FSD). Figure 2-3 SSCP Signage TSA Mandatory Signs display critical information and TSA policies to the passenger such as listing prohibited items or the liquids and gels (LAGS) 3-1-1 policy to carry 1 bag, 1 quart size, with 3 ounces or less per each liquid or gel. These signs need to be visible from both sides, prominent, easy to read and located along the path of departing passengers without obstructing queues or being safety hazards. These signs should not be clustered together in a way where larger signs block smaller signs or that multiple instructions create information overload for the passengers. 2.1.2 TSA Instructional Signs TSA Instructional Signs provide passengers instructions on the screening process. These signs advise passengers on how to properly divest of their possessions and how to place those items in the bins. These signs can be mounted the same as the TSA Mandatory signs or displayed on the wall behind the divest tables. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 19 2.0 SSCP ELEMENTS 2.2 QUEUE The queue is where passengers stand in line at the front of the checkpoint on the non-sterile side. It is recommended that the queue be bounded by double strap stanchions along the perimeter with single strap stanchions defining the various lanes from the queue entrance(s) to the TDC(s). Queue lanes are approximately 3’-0” to 5’-0” wide depending on the lane function and queue space available. Refer to Figure 2-4 for a graphic of the two (2) types of stanchions. TSA recommends a minimum of 300 SF per checkpoint lane. The queue should be big enough to meet the peak passenger load without interfering with other functions such as ticket counter traffic or checked bag processing in the lobby. The queue entrance(s) should remain open at all times. Queues should be able to be cordoned off and funnelled down to just one TDC station during off-peak times. 48” Stanchion Height Figure 2-4 Single & Double Strap Queuing Stanchions 14” Base Diameter 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 20 2.0 SSCP ELEMENTS 2.2.1 Diamond Self Select (DSS) The Diamond Self Select screening program was introduced to better organize passengers in the queue to reduce the passenger frustration level and create a calmer environment. This program allows passengers to select a different queue lane based on their individual needs. Passengers can choose one of the following three paths to match their frequency of travel and knowledge of TSA procedures: Family/Medical Liquids Lane (Green Circle): This queue is intended for passengers carrying exempt, non 3-1-1 compliant liquids, who may or may not be familiar with TSA procedures but may be traveling in groups, with children and strollers, with elderly persons, or with persons requiring special assistance. Any checkpoint with more than one screening lane must have a dedicated Family/Medical Liquids screening lane. This is a mandatory requirement of the TSA Liquid Screening Program. A designated queue lane may or may not feed this mandatory screening lane. If there is a designated Family/Medical Liquids queue lane, it should be a minimum of 3’-6” wide. ADA Accessible: This can be a dedicated queue lane or, in some cases where queue space is limited or awkward, it can merge with the Family/Medical Liquids queue and screening lane. Crew/Employee: This can be a dedicated queue lane, space permitting. As an alternative, airline crew, airport employees, and concession staff can be included in the Family/Medical Liquids queue. However, the queue should be at least 5’-0” wide to allow crew and employees to bypass slower passengers or groups. While the movement through this queue may be slow, the path is typically short and straight allowing crew and employees to get through the checkpoint faster. Casual Passenger (Blue Square): This queue is comprised of passengers who are somewhat familiar with TSA procedures and travel occasionally and may have multiple carry-on bags. The 2009.02.11 REVISION 1 minimum queue lane width is 3’-0”. The Casual Passenger queue should be the first queue passengers see as they approach the SSCP since a majority of passengers will be casual passengers, and as a general rule, passengers typically enter the first queue they reach regardless of designation. Expert Traveler (Black Diamond): This queue contains passengers who are very familiar with TSA procedures and travel frequently. The minimum queue lane width is 3’-0”. Whenever possible, the Expert Traveler queue lane can be located at the far end of the queue since expert passengers will typically travel distances to get to where they are going. A homogeneous queue lane from the entrance to the divest area can be stanchioned for expert travelers. Premium/1st Class: TSA does not support a separate screening lane dedicated to this class. These passengers frequently fit into the Expert Traveler queue since most expert travelers are frequent flyer members. Figure 2-5 is an example of a DSS queue layout. The length and width of each queue will vary for each airport since each airport serves a different mix of passengers. Allocate queue space based on the airport passenger demographics. For example, some airports allocate 15% of the overall queue for the Family/Medical Liquids queue lane, 60% for the Casual Passenger queue lane, and 25% for the Expert Traveler lane. 2.2.2 Registered Traveler Queue Lane Several airports have the Registered Traveler or the CLEAR program which allows subscribers to bypass the front of the SSCP and go directly to the screening lane. TSA supports this program but does not own or manage it. The program requires a separate entrance that includes space for kiosks and personnel to screen registered passengers. The checkpoint designer should contact the airport to obtain information regarding the registered traveller program chosen, if one is being chosen for deployment. CHECKPOINT DESIGN GUIDE (CDG) 21 2.0 SSCP ELEMENTS Figure 2-5 Black Diamond Queue LEGEND Family/Medical Liquids Casual Passengers 2009.02.11 REVISION 1 LANE 1 LANE 2 LANE 3 LANE 4 LANE 5 Expert Travelers CHECKPOINT DESIGN GUIDE (CDG) 22 2.0 SSCP ELEMENTS 2.2.3 Travel Document Checker (TDC) & Podium TSA has recently acquired the responsibility of reviewing credentials and verifying documents within the queue of a SSCP. The travel document checker stands or sits at a podium and checks that the passenger driver’s license or passport matches the boarding pass and verifies that the passenger matches the picture ID. Refer to Figure 2-6. This function is critical to the flow of passengers through the checkpoint as it is the bottleneck or pinch point for getting passengers screened. The queue must be set up to properly feed the TDC podiums and the TDC podiums must be set up to properly to feed the checkpoint lanes. Figure 2-7 reflects general TDC placement between the queue and the checkpoint. Note how stanchions are positioned to provide lanes on either side of the podium. 26.00” Chair Width 45.00” Podium Height 2009.02.11 REVISION 1 Figure 2-6 TDC Podium & Chair 17”-35” Chair Height 24.00” Podium Width 16.00” Podium Depth CHECKPOINT DESIGN GUIDE (CDG) 23 2.0 SSCP ELEMENTS Figure 2-7 Queue with TDC 2009.02.11 REVISION 1 LANE 1 TDC LANE 2 TDC LANE 3 LANE 4 LANE 5 TDC CHECKPOINT DESIGN GUIDE (CDG) 24 2.0 SSCP ELEMENTS The following guidelines should be considered when derermining placement of the TDC and podium: • Use “mini-queue” stanchions to close TDC podiums during nonpeak periods of the day. • The TDC should be setup so that NO individual can circumvent or bypass the TDC podium. • • The TDC podium should be approximately 6’-0” to 10’-0” from the bin carts at the divest end of each lane in order to allow passengers to move freely toward their chosen lane. • Lighting should be sufficient for reading documents. Refer to Section 4.6 for lighting guidelines at the SSCP. The stanchions that form the exterior perimeter of the TDC podium should be dual strap stanchions in order to deter passengers from bypassing this function. Single strap stanchions can be detached easily and quickly while dual strap stanchions would have to be detached individually thus taking more time which would capture the attention of TSA personnel. Refer to Figure 2-4. • There should be at least one TDC for every 2 checkpoint lanes. • For checkpoints with more than three (3) TDC podiums, provide space between the queue stanchions and the TDC stanchions so passengers can self-select TDC stations with the least amount of traffic. • Adherence to queue widths and recommended square footage for each checkpoint lane will assist in providing an even distribution of passengers to all TDC podiums. • Create alternating “mini-queues” on both sides of the TDC podium by providing 4’-0” to 5’-0” stanchions in front of the podium. This will force the passengers to form two separate lines for the same TDC. The TDC will process whichever “miniqueue” passenger is ready. Refer to Figure 2-8. 2009.02.11 REVISION 1 Figure 2-8 TDC with Alternating-Queues CHECKPOINT DESIGN GUIDE (CDG) 25 2.0 SSCP ELEMENTS 2.3 BIN CART Bin carts can be one (1) or two (2) bins wide with bins stacked on top to slightly below the handle height equating to approximately 40 bins. Each lane requires at least two bin carts per lane and TSA recommends maintaining about 60 bins per lane. A fully-loaded bin cart should be located at the start of the divest tables on the non-sterile side of the lane awaiting passenger pick up. The other bin cart should be positioned at the end of the roller tables on the sterile side so that the TSA agent can collect empty bins after passengers have picked up their belongings. The bin carts are 20.5” wide. This width x 2 should be factored into the overall length of the checkpoint lane when designing a new checkpoint or reconfiguring an existing checkpoint. Refer to Figure 2-9 for bin cart dimensions. Figure 2-9 Bin Cart 20.50 ” Bin Width Bins are the gray containers at the front of the checkpoint lane used for divesting of passenger personal belongings such as purses, carryon bags, backpacks, laptops, shoes, coats/jackets, etc. Bin carts are similar to a hand cart or dolly to transport a large number of bins without requiring excessive lifting or carrying by a TSA agent from the X-ray extension rollers on the sterile side of the lane to the divest tables on the non-sterile side of the lane. In the past, bin cart transport by TSOs was a primary cause of on-the-job injuries. Handcarrying of bins is no longer endorsed by TSA. TSA recommends that bin carts are pushed upstream against passenger flow though an ADA gate by a TSO. Ideally, an ADA gate should be present at each 1 or 2 lane module set; however, this is not always possible. When there is insufficient space for an ADA gate, the bin cart should be pushed upstream through the WTMD. 40.00 ” Bin Height 32.50 ” Bin Length 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 26 2.0 SSCP ELEMENTS 2.4 DIVEST TABLE Divest tables are provided for passengers to stage their bins side by side so that they can deposit their personal items into the bins. The bins are then in position to move to the infeed roller or entrance roller conveyor, depending on the TRX or AT manufacturer, and feed through the X-ray. Current checkpoints utilize a variety of table sizes and types. However, for new checkpoints or reconfigured checkpoints the divest tables are all 30” wide and 60” or 72” long. See Figure 2-10. Two 72” tables aligned directly with the infeed roller or loading table of the X-ray is the preferred divest length but checkpoint depth or obstructions may require a combination of smaller tables. Each table is stainless steel with height-adjustable legs from 27” to 32”. Implementation of these tables will increase sequencing efficiency through the checkpoint. Lanes that do not have enough length for passenger divesture will have a slower throughput than those that have a minimum of 12’-0”. Figure 2-10 Divest Table with Adjustable legs 60.00”, 72.00” Table Length 27.00”-32.00” Table Height 30.00” Table Width 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 27 2.0 SSCP ELEMENTS 2.5 CARRY-ON BAG SCREENING Carry-on bag screening is mandatory at a SSCP. This screening process can be accomplished by three different types of X-ray equipment: TRX, AT, or AutoEDS of various manufacturers. Generally, this equipment has the following similar components: • Loading Table/Entrance Roller Conveyor • Infeed Tunnel • Scanning Belt (continuous from Infeed to Outfeed Tunnel) • X-ray Dome • Outfeed Tunnel including alarm bag cut-out • High Speed Conveyor (HSC) & Tunnel • Extension Rollers and/or Exit Roller TSOs are staffed dynamically at the carry-on bag screening units where one or two screeners can perform the multiple functions listed below: • Feed the passenger bins to the scanning belt at the infeed tunnel • Review bag images on the monitor • Remove alarmed bags from the outfeed tunnel cut-out • Place empty bins on the bin cart • Transport empty bins from the sterile side through the ADA gate or WTMD to the non-sterile side 2009.02.11 REVISION 1 Interpreting the bag images on the monitor requires focused concentration by the TSO. The operator should have an ergonomic and distraction-free environment. The space should be designed to minimize glare on the monitor from interior lighting, glass walls, or sunlight. The monitor height should be at an optimal viewing angle. The operator must also have a clear view of the machine’s entrance and exit conveyor. Columns, power poles, signage, etc. should not prevent the TSO from seeing the bags going in and the bags going out of the X-ray unit. Equipment determination for each lane at an SSCP will be based on the space available, the required number of lanes based on passenger load, and the floor structure. If the checkpoint is being reconfigured, additional consideration needs to be given to the location of the existing electrical outlets, TSO familiarity with a specific manufacturer or vendor, and existing maintenance contracts. The TSA HQ POC, local FSD staff, and the checkpoint designer will need to work together to determine the best solution based on the site conditions. CHECKPOINT DESIGN GUIDE (CDG) 28 2.0 SSCP ELEMENTS 2.5.1 X-Ray Unit (TRX) The Threat Image Projection (TIP) Ready X-ray (TRX) is the most common type of X-ray equipment currently deployed at SSCPs. These units come in two sizes. The smaller size for each manufacturer is used almost exclusively for all lanes. The other size is for larger carry-on baggage such as strollers, infant car seats, etc. This larger size is typically installed at one lane of the entire checkpoint. Currently, TSA no longer purchases this larger sized TRX. AT unit and some are not. Exit rollers occur at the end of the X-ray and in some cases slope downwards. Unlike the extension rollers, none of the TRX exit rollers should be used with the AT. The AT is discussed further in Section 2.5.2 and the extension rollers are discussed in Section 2.5.3. Figure 2-11 displays the four (4) common TRX units in the field today and their corresponding sizes and weights. This information is represented graphically on Figure 2-12 through Figure 2-15. TRX units in the field typically come with extension rollers and/or exit rollers. Extension rollers occur between the HSC and the exit roller. Some of the TRX extension rollers are compatible with the Figure 2-11 TRX Comparison Manufacturer Model Width Length (Optimized)1 Height Weight (Gross) Tunnel Size inches feet inches feet inches feet inches feet pounds Rapiscan (RS) 520B 325.25 27.10 32.87 2.74 52.95 4.41 25.2w x 16.9h 2.1w x 1.4h 1232 Rapiscan (RS) 522B2 333.93 27.90 41.14 3.43 58.07 4.84 29.5w x 21.6h 2.5w x 1.8h 1367 Smiths Heimann (SH)3 6040i 339.94 28.00 34.00 2.83 50.00 4.17 24.4w x 16.5h 2.0w x 1.4h 881 Smiths Heimann (SH)3 7555i2 364.15 30.35 39.00 3.25 56.00 4.67 30.0w x 22.0h 2.5w x 1.8h 1278 1. Manufacturer specific extension rollers have been added so that the overall composure length is Approximately 12’-0”. 2. Units are no longer purchased by TSA. 3. Smiths Heimann has changed their name to Smiths. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 29 2.0 SSCP ELEMENTS 28.27” 25.12” Figure 2-12 RS520B TRX 48.00 ” Dome Length 24.00” Loading Table 101.57” Scanning Belt 48.00” High Speed Conveyor 72.64” Exit Roller 25.20” 16.90” 52.95” Dome Height 27.56” 30.91” 32.87” Dome Width NOTES Composure length can be increased by adding one or more Rapiscan 520B 1m (3’ 3”) extension rollers between the High Speed Conveyor and the Exit Roller. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 30 2.0 SSCP ELEMENTS 32.60” 29.53” Figure 2-13 RS522B TRX 47.25” Dome Length 24.00” Loading Table 110.25” Scanning Belt 48.00” High Speed Conveyor (HSC) 72.64” Exit Roller 29.50” 21.60” 21 60” 58.07” Dome Height 27.56” 30.91” 41.14” Dome Width NOTES Composure length can be increased by adding one or more Rapiscan 522B 1m (3’-3”) extension rollers between the High Speed Conveyor and the Exit Roller. TSA HQ is no longer purchasing or deploying this unit. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 31 2.0 SSCP ELEMENTS 30.00” Figure 2-14 SH6040i TRX 45.00” Dome Length 24.00” Entrance Roller Conveyor 110.80” Scanning Belt 48.00” High Speed Conveyor (HSC) 80.00” Exit Roller Conveyor 16.50” 34.00” Dome Width 27.00” Adjustable 50.00” Dome Height 17” 12.00” 24.40” NOTES Composure length can be increased by adding one or more Smiths Heimann 6040i 48” or 72” extension rollers between the High Speed Conveyor and the Exit Roller Conveyor. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 32 2.0 SSCP ELEMENTS 36.00” Figure 2-15 SH7555i TRX 50.00” Dome Length 24.00” Entrance Roller Conveyor 129.00” Scanning Belt 60.00” High Speed Conveyor (HSC) 78.00” Exit Roller Conveyor 22.00” 12.00” 56.00” Dome Height 29.00” Adjustable 22.00” 39.00” Dome Width 30.00” NOTES Composure length can be increased by adding one or more Smiths Heimann 7555i 48” or 72” extension rollers between the High Speed Conveyor and the Exit Roller Conveyor. TSA HQ is no longer purchasing or deploying this unit. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 33 2.0 SSCP ELEMENTS 2.5.2 Advanced Technology (AT) X-Ray Unit The Advanced Technology (AT) X-ray is the next generation of X-ray equipment that will eventually replace the TRX machines. The AT X-ray is wider, longer, heavier, and draws more power than its TRX counterpart. Compare Figure 2-16 with that of Figure 2-11. It is this larger size that increases the screening capability by allowing TSA to review two (2) images at a much higher resolution than the TRX. One thing unique about the AT units is the non-symmetrical shape of the AT dome and the two-handed (right and left) configurations it comes in compared to the TRX. Since the machine produces two (2) images to review, there are two (2) corresponding cameras inside the unit that captures a bottom and side image of the carry-on item. Refer to the graphics on the following pages. The bump-out is the side bonnet on the AT X-ray that juts out from the rectangular shape. This bump-out is where the side view camera is located. Both manufacturers, Rapiscan and Smiths Heimann, come standard in a right hand unit. However, the unit can be configured to a left hand unit in the warehouse if the preferred configuration is known prior to manufacture or in the field if a change occurs during deployment. On a right hand unit the bump-out is on the right side of the AT dome when standing on the non-sterile side at the entry of the AT unit. On a left hand unit the bump-out is on the left side of the AT dome when standing on the non-sterile side at the entry of the AT unit. Note that the right hand and left hand units are not mirror images of each other. The left hand unit is a 180° rotation of the right hand AT dome. The infeed and outfeed components are reversed. The operators of the AT units can sit on the bump-out side or on the non-bump-out side. This is often referred to as bump-outs towards operators and bump-outs towards passengers, respectively. Since the Rapiscan AT unit has a “tethered” independent operator console, the location for this function does not need to be identified prior to manufacture. All that needs to be specified for a Rapiscan AT unit is the orientation of the bump-out. Refer to Figure 2-17 and Figure 2-18 on the following page. The Smiths AT unit is more challenging. Since the operator keypad is fixed to the AT dome and the monitors are mounted on top of the dome, it’s location on one of the four corners must be defined prior to manufacture in addition to defining bump-out orientation. Refer to Figure 2-19 through Figure 2-22. The AT units are also unique in regard to the composure length. Both units come standard with approximately 6’-0” of composure length. The Rapiscan 620DV has two (2) 3’-3” (1 meter) extension rollers with a bag stop on the last roller. The Smiths Heimann 6040aTiX has one (1) 6’-8” exit roller conveyor with a bag stop. Both units must have extension rollers added to obtain the recommended composure length of 12’-0”. Extension rollers are discussed further in Section 2.5.3. Figure 2-16 AT Comparison Manufacturer Model Length (Optimized)1 Dome Width with Bump-out Dome Width without Bump-out Height Weight (Gross) Tunnel Size inches feet inches feet inches feet inches feet inches feet pounds Rapiscan (RS) 620DV 316.97 26.41 56.30 4.69 35.30 2.94 55.43 4.62 25.2w x 16.9h 2.1w x 1.4h 1984.00 Smiths Heimann (SH)2 6040aTiX 387.15 32.26 52.00 4.33 37.00 3.08 55.00 4.58 24.4w x 16.5h 2.0w x 1.4h 3527.40 1. Manufacturer specific extension rollers have been added so that the overall composure length is Approximately 12’-0”. 2. Smiths Heimann has changed their name to Smiths. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 34 2.0 SSCP ELEMENTS 28.27” 24.00” Figure 2-17 RS620DV AT X-Ray LEGEND 91.50” Scanning Belt 48.00” High Speed Conveyor (HSC) 39.37” Extension Roller 39.37” Extension Roller 56.30” Dome Width with Bump-out 59.21” Dome Length 35.3” Dome Width 32.13” Adjustable 54.43” Dome Height 19.69” Entrance Roller Conveyor 16.90” 27.80” 21.00” 21.00” 24.00” Service Area (~24”) 25.20” NOTES Figure 2-18 Rapiscan 620DV Left Hand Unit Rapiscan 620DV comes in two (2) configurations. The left hand unit is a 180° rotation of the right hand unit. Figure 2-17: Rapiscan 620DV Right Hand Unit Figure 2-18: Rapiscan 620DV Left Hand Unit 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 35 2.0 SSCP ELEMENTS Figure 2-19 SH6040aTiX AT X-Ray 30.00” 24.00” 30.00” 97.00” Dome Length LEGEND 24.00” 162.00” Scanning Belt 30.00” 24.00” 36.00” 48.00” High Speed Conveyor (HSC) 52.00” Dome Width with Bump-out 80.00” Exit Roller Conveyor 37.00” Dome Width 31.50” Adjustable 55.00” Dome Height 16.50” Entrance Roller Conveyor 15.00” 30.00” Service Area (~24” - 30”) 24.40” Figure 2-20 NOTES Figure 2-21 Smiths 6040aTiX comes in four (4) configurations. The left hand unit is a 180° rotation of the right hand unit. Figure 2-19: Right Hand Bump-out towards Operators Figure 2-22 g Figure 2-20: Right Hand Bump-out towards Passengers Figure 2-21: Left Hand Bump-out towards Passengers Figure 2-22: Left Hand Bump-out towards Operators 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 36 2.0 SSCP ELEMENTS 2.5.3 TRX & AT X-Ray Extension Rollers The TRX and AT X-Ray machine has two (2) separate conveyor sections: a slow-running scanning belt that runs from the infeed tunnel to the outfeed tunnel and a faster-running belt called the high speed conveyor (HSC). A carry-on bag enters the HSC after the alarm bag cut-out window and the HSC carries cleared bags to the rollers where a passenger can retrieve their personal items. These rollers are either extension or exit rollers depending on the vendor and application at the checkpoint. They attach to the HSC to create length at the back end of the X-ray so passengers can clear the WTMD area and have an extended area for retrieving their personal belongings. Without extension rollers, bottlenecks would exist at the HSC exit and passengers would be unable to bypass the congestion. TSA recommends a minimum of 12’-0” of composure length which can be a combination of extension rollers or exit rollers depending on the manufacturer of the TRX or AT. Extension rollers are available in 3’-3” (1 meter) lengths for Rapiscan TRX/AT and 4’-0” and 6’-0” lengths for the Smiths Heimann TRX/AT. The Rapiscan 520B extension roller is compatible with the Rapiscan 620DV AT. The Smiths Heimann 6040i 4’-0” and 6’-0” extension rollers are compatible with the Smiths Heimann 6040aTiX. Refer to the table in Figure 2-23 that illustrates the dimensions of all the rollers by make and model of the TRX and AT. See Figure 2-24 through Figure 2-26 for graphic representation. Figure 2-23 Extension Roller Comparison Manufacturer Model Rapiscan (RS) Length Width Height inches feet inches feet inches feet 520B2 39.52 3.29 28.27 2.36 30.91 2.58 Rapiscan (RS) 522B 39.52 3.29 32.60 2.72 30.91 2.58 Rapiscan (RS) 620DV 39.52 3.29 29.06 2.42 30.91 2.58 Smiths Heimann (SH)1 6040i3 48.74 4.06 27.33 2.28 27.00 2.25 Smiths Heimann (SH)1 6040i3 73.15 6.10 27.33 2.28 27.00 2.25 Smiths Heimann (SH)1 7555i 48.74 4.06 32.69 2.72 29.00 2.42 Smiths Heimann (SH)1 7555i 73.15 6.10 32.69 2.72 29.00 2.42 1. Smiths Heimann has changed their name to Smiths. 2. Compatible with the Rapiscan 620DV AT X-Ray. 3. Compatible with the Smiths Hemann 640aTiX AT X-Ray. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 37 2.0 SSCP ELEMENTS Figure 2-24 RS520B, RS522B, & RS620DV Extension Roller TRX Extension Roller 30.91” 520B - 28.27” 522B - 32.60” 39.52” AT Extension Roller 2009.02.11 REVISION 1 30.91” RS620DV - 29.06” 39.52” CHECKPOINT DESIGN GUIDE (CDG) 38 2.0 SSCP ELEMENTS 27.33” Figure 2-25 SH6040i Extension Roller 27.00” 48.74” , 73.15” 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 39 2.0 SSCP ELEMENTS 32.69” Figure 2-26 SH7555i Extension Roller 29.00” 48.74”, 73.15” 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 40 2.0 SSCP ELEMENTS 2.5.4 AutoEDS Unit The AutoEDS system, although the least common equipment choice for SSCPs, is currently targeted by TSA for Category III/IV airports to replace TRX units at 1 lane checkpoints in order to accomplish both checked bag and carry-on bag screening with the same unit and security personnel. Equipment and staffing needs are reduced by combining both TSA functions. TSA screens passengers and their carry-on items first while checked baggage accumulates in a secure area near the divest tables. Once all passengers have been cleared to the hold room, TSA switches the algorithms of the AutoEDS unit to process checked baggage. Cleared checked baggage is then stacked on a cart for the airport or airline representative to transport to the appropriate aircraft. The AutoEDS units are longer and heavier than TRX or AT units and require a significant amount of square footage and a robust structural floor. Ideally, these units should be placed on a slab-ongrade or in newer airports with more intensive structural framing. For proper rigging and installation of the AutoEDS, a minimum of 6 ft. wide by 7 ft. high opening will be required along the entire path of delivery. Since smaller Category III/IV airports have limited checkpoint depth, both manufacturers, Analogic and Reveal, have had to create module components where the units could be combined into short and long versions. Figure 2-27 details the dimensions of each configuration by vendor. Both units have an optional Automatic Bin Return System and Remote Viewing Station (RVS). The automatic bin return system is shown graphically on the long version of both units. The remote viewing station, if added, is a workstation located in a room away from the checkpoint. Refer to Figure 2-28 through Figure 2-31 2D and 3D layouts of each system. Figure 2-27 AutoEDS Comparison Manufacturer Length Model Width Height Tunnel Size Weight (Gross) inches feet inches feet inches feet inches feet pounds Analogic Cobra AN6980 (Short) 384.00 32.00 56.50 4.71 69.10 5.76 31.5 2.625 880.00 Analogic Cobra AN6980 (Long) 612.20 51.02 56.50 4.71 69.10 5.76 31.5 2.625 880.00 Reveal Fusion (Short) 403.00 33.58 55.00 4.58 57.50 4.79 31.5 2.625 7334.00 Reveal Fusion (Long) 451.00 37.58 55.00 4.58 57.50 4.79 31.5 2.625 7334.00 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 41 2.0 SSCP ELEMENTS Figure 2-28 Analogic Cobra AutoEDS (Short) LEGEND WTMD Clearance (~36”) Service Area (~24”) 384.00” Length 69”.10 Height 56.50” Width 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 42 2.0 SSCP ELEMENTS Figure g 2-29 Analogic g Cobra AutoEDS (Long) ( g) LEGEND WTMD Clearance (~36”) Service Area (~24”) 56.50” Width 69.10” Height 612.20” Length 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 43 2.0 SSCP ELEMENTS Figure 2-30 Reveal Fusion AutoEDS (Short) LEGEND Service Area (~24”) 403.00” Length 57.50” Height 55.00” Width 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 44 2.0 SSCP ELEMENTS Figure 2-31 Reveal Fusion AutoEDS (Long) LEGEND Service Area (~24”) 55.00” Width 57.50” Height 451.00” Length 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 45 2.0 SSCP ELEMENTS 2.6 WALK THROUGH METAL DETECTOR (WTMD) The WTMD is used for passenger screening. It is an archway used to detect metallic weapons and/or metal contraband concealed on a person. There are three (3) different manufacturers of the WTMD that are very similar in regard to size and weight. Refer to Figure 2-32 for equipment specifications. Currently, the original equipment manufacturer (OEM) and Siemens is certified and authorized by TSA to relocate, recalibrate and service the WTMD. • Minimize interference from metal in surrounding architecture, including floors, floor supports, doors, metallic framing, wall support studs, facade systems, columns, etc. • Avoid locating the WTMD across expansion joints or in an area prone to surface vibrations created by equipment above, below or immediately adjacent to the checkpoint such as baggage conveyors, subway trains, heavy truck traffic, etc. In order to minimize environmental and equipment interference, the following guidelines should be applied: • Provide twistlock receptacles to prevent the WTMD from being accidentally disconnected and draining the back-up battery. • Secure the 13’-0” cord tight to the barrier on the sterile side adjacent to the WTMD to prevent the cord from being run across passenger egress or TSA work paths where the cord is likely to be a trip hazard or become damaged. • Silicone or bolt the WTMD to the floor. • • • Align the entrance of the WTMD with the leading edge of the TRX or AT dome and center between the TRX or AT if placed in a 2 lane module set. Provide 12” clearance on both of the WTMD legs to all other equipment, walls, or columns to prevent operational interference. Non-metallic ancillary equipment such as barriers or ADA gates can be spaced 2” to 4” from a WTMD leg. The WTMD manufacturer is chosen by TSA based on compatibility with existing checkpoint equipment. Figure 2-33 through Figure 2-35 depict all three (3) WTMD vendors: CEIA (most common), Garrett, and Metorex. Locate the WTMD with at least 18” of clearance from all electrical fields created by escalators, conveyors, neon fixtures, speakers, transformers, banks of electrical circuit breakers, conduit, wire, and receptacles both overhead and beneath the floor. Figure 2-32 WTMD Comparison Manufacturer Width Model Depth Height Width Entry Height Entry Weight (Gross) inches feet inches feet inches feet inches feet inches feet pounds CEIA 02PN20 34.42 2.87 26.00 2.17 88.75 7.40 29.92 2.49 80.75 6.73 200 Garrett PD 6500i 35.00 2.92 23.00 1.92 87.00 7.25 30.00 2.50 80.00 6.67 143 Metorex Metor 200 HDe 36.20 3.02 23.40 1.95 85.70 7.14 30.00 2.50 78.40 6.53 112 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 46 2.0 SSCP ELEMENTS 26.00 ” Ceia Depth Figure 2-33 CEIA WTMD 34.42 ” Ceia Outside Width 29.92 ” 88.75 ” Ceia Outside Height 80.75 ” 2009.02.11 REVISION 1 Ceia Inside Height Ceia Inside Width CHECKPOINT DESIGN GUIDE (CDG) 47 2.0 SSCP ELEMENTS 23.00 ” Garrett Depth Figure 2-34 Garrett WTMD 35.00 ” Garrett Outside Width 30.00 ” Garrett Outside Height 87.00 ” 80.00 ” 2009.02.11 REVISION 1 Garrett Inside Height Garrett Inside Width CHECKPOINT DESIGN GUIDE (CDG) 48 2.0 SSCP ELEMENTS 23.40 ” Metorex Depth Figure 2-35 Metorex WTMD 36.20 ” Metorex Outside Width 30.00 ” Metorex Outside Height 85.70 ” 78.40 ” 2009.02.11 REVISION 1 Metorex Inside Height Metorex Inside Width CHECKPOINT DESIGN GUIDE (CDG) 49 2.0 SSCP ELEMENTS 2.7 BARRIERS Figure 2-36 Barriers 48.00” Barrier Height In order to prevent passengers and/or items from passing into the sterile area from the non-sterile area without being screened, barriers must be installed to close all gaps exceeding 12” across the front width or façade of the checkpoint. All barriers must be flush with the floor and extend to at least 48” above finished floor (AFF). Barriers must be rigid enough to prevent vibrations that could interfere with the WTMD and must be self-supporting to reduce any potential hazard to the people passing through or near the checkpoint. Standard TSA barriers are made of transparent material and come in 24”, 36”, and 48” widths. See Figure 2-36. 2009.02.11 REVISION 1 Barrier Depth 4.00” 24.00”, 36.00”, 48.00” Barrier Width CHECKPOINT DESIGN GUIDE (CDG) 50 2.0 SSCP ELEMENTS 2.8 ADA GATE 48.00” Gate Height 44.00” Gate Width 4.00” The TSA ADA gate is approximately 44” wide by 48” tall with a 36” swing gate made of non-metallic, primarily transparent material as shown in Figure 2-37. The swing direction of the ADA gate should always open towards the sterile ile side of the checkpoint. The latch side de should conform to local code by providing enough space to open the gate te around adjacent equipment. TSA A prefers an ADA gate at every 2 lanee module set but sometimes this is not ot always possible. At a minimum, there re should be one (1) ADA gate for every y 6 lanes. Using an adjacent checkpoint oint exit lane should be avoided for bringing ADA passengers into the sterile rile area of the checkpoint. Figure 2-37 ADA Gate 2009.02.11 REVISION 1 Gate p Depth The ADA gate is part of the line that separates the non-sterile area from the sterile area. However, the ADA gate allows passengers to reach the sterile area that cannot otherwise traverse the WTMD. The ADA gate is typically used by wheelchair passengers, passengers requiring special assistance, and/or passengers with pacemakers. These passengers are brought from the queue through the ADA gate and taken immediately to a holding or holding/wanding station for processing. TSOs also use the ADA gate to return bins from the composure rollers to the divest tables. CHECKPOINT DESIGN GUIDE (CDG) 51 2.0 SSCP ELEMENTS 2.9 WHOLE BODY IMAGER (WBI) The Whole Body Imager (WBI) provides an additional element of passenger screening by being able to detect a broad spectrum of various materials concealed under a passenger’s clothing. The most commonly deployed units of the three (3) manufacturers, the L3 ProVision portal, uses millimeter wave imaging technology similar to a cell phone to generate clear views of the items in question. The WBI images are viewed remotely by an Image Operator (IO) in the Remote Viewing Room (RVR). Refer to the table in Figure 2-38 that lists the three (3) different makes and models of the WBI. Elevation drawings of the L3 ProVision and its backscatter counterparts are shown in Figure 2-39 through Figure 2-41. Module sets with th L3 ProVision WBI are reflected in Section 3.2.3. The preferred location is still under review by TSA HQ. As of this printing, the power requirements and design layouts have not yet been identified for the backscatter WBI units. Control Unit (LCU) which consists of a monitor, keyboard, and PC on a stand. Both the L3 ProVision WBI and LCU require a dedicated 20 amp circuit. Refer to Section 4.0 for additional power requirements. The system comes with 164’-0” of Cat6 cable to connect the LCU to the WBI. The L3 Provision WBI requires a 10’-0” wide x 10’-0” deep x 9’0” high clearance around the unit for operations and maintenance activities. The Remote Viewing Room (RVR) footprint, shown in Figure 2-42, is approximately 6’-6” wide x 8’-0” deep x 8’-4” high inside dimensions with a 3’-0” door. The finish of the KI panels is opaque. The receiver of the WBI generated images is the Lane Due to privacy requirements, the RVR needs to meet the following conditions: • Locate the RVR no more than 150’-0” from the WBI. • Provide a lock on the inside of the RVR door. • RVR panels must be opaque and 8’-0” high or greater on all sides. • Provide 7’-0” wide x 7’-0” deep or 49 SF minimum area for two (2) IOs. • Locate door of RVR such that there is no line-of-sight by passengers or TSA agents outside the room. • Position RVR in checkpoint or as close to checkpoint as possible for more efficient rotation of staff. • Cell phones, CCTV, video cameras, or other image-capturing devices are not allowed inside the RVR. Figure 2-38 WBI Comparison Manufacturer Model L3 Length Width Height Weight (Gross) inches feet inches feet inches feet pounds ProVision 120.00 10.00 120.00 10.00 108.00 9.00 1800 AS&E SmartCheck 64.00 5.33 46.00 3.83 90.00 7.50 1500 Rapiscan (RS) Secure 1000 83.01 6.92 84.00 7.00 96.82 8.07 1547 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 52 2.0 SSCP ELEMENTS Figure 2-39 L3 ProVision WBI 104.38” WBI Length 120.00” Service Area 120.00” Service Area 2009.02.11 REVISION 1 76.68” WBI Width 21.65” 81.10” 104.92” WBI Outside Height 108.00” Service Area 79.70” CHECKPOINT DESIGN GUIDE (CDG) 53 2.0 SSCP ELEMENTS Figure 2-40 AS&E SmartCheck WBI 46.00” Width 2009.02.11 REVISION 1 Height 90.00” 64.00” Depth CHECKPOINT DESIGN GUIDE (CDG) 54 Figure 2-41 RS Secure 1000 WBI Service Area 24.00” 2.0 SSCP ELEMENTS 24.00” 84.00” 66.33” Service Area 24.00” 24.00” Service Area 132.00” 48.68” 96.68” Service Area 12.50” 53.88” 36.51” 2009.02.11 REVISION 1 36.00” 79.92” 96.82” 34.00” CHECKPOINT DESIGN GUIDE (CDG) 55 2.0 SSCP ELEMENTS Glass is available from Enterprise Furniture Consultants (EFC). 410.342.0630 work 77.87” 80.38” Brad Renick, Vice President 36.00” 410.342.0631 fax 410.375.7765 cell 105.00” 100.00” 96.57” Figure 2-42 Remote Viewing Room (DOT.S3) 2009.02.11 REVISION 1 96.00” CHECKPOINT DESIGN GUIDE (CDG) 56 2.0 SSCP ELEMENTS 2.10 PASSENGER CONTAINMENT & INSPECTION Glass is available from Enterprise Furniture Consultants (EFC). Brad Renick, Vice President 2.10.1 Holding Station (DOT.J3) 36.87 ” Figure 2-43 Holding Station (DOT.J3) 85.00 ” 101.00” Station Length 2009.02.11 REVISION 1 72.57” The holding station is a 3’-8” wide by 8’-5” long chute with a secured 3’-0” door that is designed to “hold” up to three (3) passengers simultaneously until a TSO becomes available to escort the passenger to a remote area for hand wanding and/or ETD bag screening. Station Height 410.375.7765 cell The holding station must be positioned 4’-0” from the WTMD so that passengers can be diverted directly into it without obstructing the path of passengers who were successfully cleared through the WTMD. The holding station must also prevent passage of prohibited items from passengers in the holding station to cleared passengers in the sterile area. Checkpoints that are narrow and deep are ideal for holding stations. 44.37 ” 410.342.0631 fax See Figure 2-43. Passengers diverted to the holding station have alarmed the WTMD, TRX or AT, or the passenger was unable to traverse the WTMD because they are in a wheelchair or have a pacemaker. Station Width 410.342.0630 work Except for the private screening area, the typical passenger containment and inspection stations are located near the WTMD or WBI in between 1 and 2 lane module sets. Variations to this distance can occur but the WTMD operator must be able to protect the throat of the containment and inspection station. There are two (2) types of stations: a holding station (DOT.J3) and a holding/wanding station (DOT.N3). A checkpoint can have either a holding station or a holding/wanding station or a combination of both. This will depend on available space and existing obstructions. Both are discussed in more detail in Sections 2.10.1 and 2.10.2. Both stations are constructed of clear, modular 4’-0” wide by 6’-0” high KI Glass panels with a 3’-0” door that can be latched on the outside by TSA. These stations are either bolted to the floor or secured overhead by a bridge kit. CHECKPOINT DESIGN GUIDE (CDG) 57 2.0 SSCP ELEMENTS 2.10.2 Holding/Wanding Station (DOT.N3) A holding/wanding station is a 7’-4” wide by 8’-9” long area with a secured 3’-0” door which allows both holding of passengers that require ETD screening and hand wanding of passengers that alarmed the WTMD or who were unable to traverse the WTMD. See Figure 2-44. These units can either be anchored or freestanding modular kits. The holding/wanding station must be positioned 4’-0” from the WTMD or WBI so that passengers can be diverted directly into it without obstructing the path of passengers who were successfully cleared through the WTMD or WBI. The holding/wanding station must also prevent passage of prohibited items from passengers in the holding station to cleared passengers in the sterile area. Checkpoints that are wide and shallow are ideal for holding/wanding stations. 48.00” Typ. 80.87 ” 36.37” 88.37” Station Width 17.00” Typ. Figure 2-44 Holding/Wanding Station (DOT.N3) CHECKPOINT DESIGN GUIDE (CDG) 72.57” 85.00” 2009.02.11 REVISION 1 Station Height 105.00” Station Length 58 2.0 SSCP ELEMENTS 2.10.3 Hand Wanding Position Hand Wanding is a secondary screening procedure that can be located adjacent to an ETD bag search area or directly inside the holding/wanding station. The position is used for hand wanding of passengers that have alarmed the WTMD or were unable to traverse the WTMD. It is comprised of a chair and mat with footprints. See Figure 2-45. This area needs to be wide enough for a TSO agent to screen a standing or wheelchair passenger and for the passenger to be able to have eye contact with their belongings and family members while they are being wanded. Figure 2-45 Hand Wanding Position 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 59 2.0 SSCP ELEMENTS 2.10.4 Private Screening Room (DOT.T3) Glass is available from Enterprise Furniture Consultants (EFC). Brad Renick, Vice President 410.342.0630 work The Private Screening Room, shown in Figure 2-46, is approximately 7’-4” wide x 8’-9” deep x 7’-1” high with 3’-0” door and is typically located at the back end of the checkpoint. The area must be available to accommodate passengers who request private screening instead of being out in the open. The room needs to be able to accommodate one (1) passenger including those with disabilities, two (2) TSOs, a chair, mat, and bag search table. In some cases, an escort, interpreter or Law Enforcement Officer (LEO) may need to be present. The finish of the KI panels is opaque. However, an alternative modular system, curtain, or stud wall room near the checkpoint could be used for private screening. The location of the private screening area within the checkpoint should be centralized when possible in order to minimize the walking distance for passengers and TSOs without causing congestion or impeding traffic flow in and around the checkpoint. 410.342.0631 fax 410.375.7765 cell 36.00” 80.38” 77.85” Figure 2-46 Private Screening Room (DOT.T3) 96.00” 2009.02.11 REVISION 1 85.00” 72.57” 105.00” CHECKPOINT DESIGN GUIDE (CDG) 60 2.0 SSCP ELEMENTS 2.11 ETD BAG SCREENING Explosive Trade Detection (ETD) bag screening, also known as secondary screening, is additional screening that may be required for passenger carry-ons when the primary screening at the TRX, AT or AutoEDS was unsuccessful. Secondary screening typically consists of an ETD unit in a mobile cabinet and stainless steel bag search tables. 2.11.1 Explosive Trace Detection (ETD) Unit ETD units are used to swab carry-on items that have alarmed within the TRX, AT or AutoEDS. They are typically located off the ends of the checkpoint lanes in the dead space opposite the TRX, AT, or AutoEDS operators. This area should be clear of exiting passengers. These units are either placed directly on bag search tables or housed within a mobile cabinet. Manufacturers and their specifications are listed in Figure 2-47 through Figure 2-50. The ETDs are required to be co-located with at least two (2) bag search tables when positioned to service two (2) checkpoint lanes. The ETD machines require operational, testing and maintenance supplies to be located within arms-reach of the working area. If an ETD mobile cabinet is not used, then alternative storage is required for these items. 2.11.2 Bottle Liquid Scanner (BLS) Bottle Liquid Scanners (BLS) are a recent addition to the secondary screening area at the checkpoint. These scanners aid the TSA in identifying explosive, flammable, or hazardous substances that have been concealed in a benign container. Through the use of several different technologies, these units are able to quickly analyze and identify the chemical compositions of a wide variety of unknown solids and liquids including explosives that are currently on the classified threat list. ETDs are extremely sensitive to environmental conditions such as temperature, humidity, and air quality. ETDs should be clear of fumes and exhaust to prevent malfunctioning. The ETD units also have a high heat output and should be vented if placed in a mobile cabinet or other storage device. Figure 2-47 ETD Comparison Manufacturer 2009.02.11 REVISION 1 Depth Model Width Weight (Gross) Height inches feet inches feet inches feet pounds IonTrack Itemiser 18.50 1.54 21.00 1.75 14.50 1.21 43.00 Smiths IonScan 400B 15.50 1.29 13.50 1.13 13.00 1.08 47.00 Smiths IonScan 500DT 16.00 1.33 16.00 1.33 22.50 1.88 40.00 CHECKPOINT DESIGN GUIDE (CDG) 61 2.0 SSCP ELEMENTS 18.50” Figure 2-48 IonTrack Itemiser ETD 14.50” 21.00” 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 62 2.0 SSCP ELEMENTS 15.50” Figure 2-49 Smiths IonScan 400B ETD 13.00” 13.50” 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 63 2.0 SSCP ELEMENTS 16.0” Figure 2-50 Smiths IonScan 500DT 22.50” 16.0” 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 64 2.0 SSCP ELEMENTS 2.11.3 ETD Mobile Cabinet 31.73” Figure 2-51 Mobile Security Cabinet Cabinet Depth The ETD Mobile Security Cabinets provide a secure, vented storage area for the ETD, operational, testing and maintenance supplies, and ETD pad disposal. Figure 2-51 represents the ETD mobile cabinet that TSA is currently deploying at SSCPs. The cabinets have wheels for easy relocation but the wheels should be locked when the ETD is in operation. 58.34” 2009.02.11 REVISION 1 Cabinet Height 30.12” Cabinet Width CHECKPOINT DESIGN GUIDE (CDG) 65 2.0 SSCP ELEMENTS 2.11.4 Bag Search Table The stainless steel bag search tables are used to stage alarmed bags for ETD swabbing and to provide a contaminant free clean surface to conduct a hand search, if necessary. See Figure 2-52. The bag search tables are well-built and durable. The bag search tables have wheels for easy relocation but the wheels should be locked during ETD and bag search functions. 30.00” Table Width Figure 2-52 Search Table Figu 48.00” Table Length Table Top Height 1” Increments 26.00”-36.00” 45.99” 2009.02.11 REVISION 1 Table Height 30.49” CHECKPOINT DESIGN GUIDE (CDG) 66 2.0 SSCP ELEMENTS 2.12 CAST & PROSTHESIS IMAGER (CPI) The CastScope, Cast and Prosthesis Imager (CPI) in Figure 2-53 is the first system designed to address the unique security requirements of persons with casts, prosthetic devices, and support braces. These devices often contain metal components that set off alarms at the WTMD or hand held metal detectors. CastScope compliments existing metal detectors by using advanced backscatter technology to create a detailed image of the inside of the device. CastScope enables TSOs to screen prosthetics in a more effective, comfortable, convenient and non-intrusive manner. This tool also provides the ability to locate prohibited items that could be stored in a cast, prosthetic or brace. CastScope screening should be completed after primary and secondary screening has taken place. All passengers with a cast, prosthetic or brace must undergo this process if the equipment is available at the SSCP regardless of whether they have alarmed any other device. The CastScope unit has wheels for easy relocation but the wheels should be locked during screening functions. The unit should be placed adjacent to the ETD search area to allow easy access by the TSO, by the passenger, and as a reminder to the TSO that this is the last screening requirement for special needs travelers. 28.00” Figure 2-53 CastScope Imager 11.00”-40.00” AFF 66.00” 37.00” 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 67 2.0 SSCP ELEMENTS 2.13 EGRESS SEATING AREA Egress seating at the checkpoint is used for passengers to sit down and compose themselves with their personal belongings after completing the screening process. The screening experience is greatly improved if a passenger can sit down to put their shoes on. TSA provides composure benches approximately 4’-0” to 6’-0” from the exit of the holding or holding/wanding station between 1 and 2 lane module sets. Refer to Figure 2-54. This area is typically out of the main passenger flow. The airport may provide additional benches or seating for this same purpose near the exit of the checkpoint. Figure 2-54 Example Composure Bench 78.78” Bench Length 18.00” 25.62” 2009.02.11 REVISION 1 69.37” CHECKPOINT DESIGN GUIDE (CDG) 68 2.0 SSCP ELEMENTS 2.14 SUPERVISORY TRANSPORTATION SECURITY OFFICER (STSO) & LAW ENFORCEMENT OFFICER (LEO) PODIUM Figure 2-55 STSO Podium Depth A Law Enforcement Officer (LEO) station is typically stationed at large checkpoints within large airports. If present, the STSO and LEO are often located together on the sterile side near the checkpoint exit to allow for adequate viewing and scanning of the overall operation. Like the STSO podium, the LEO needs to have an unobstructed view of as much of the checkpoint as possible so that the LEO can identify and respond to situations that may develop. Power and data may be required at this podium. This need should be determined and funded by the local airport stakeholders. TRX or AT panic buttons may also be tied to the LEO station. This varies by airport. Checkpoint designers should seek out the Airport Security Plan if relocation of TRX or AT panic buttons is required. There are alternatives to a LEO station at the SSCP, but these alternatives must be discussed and jointly approved by local TSA and any key stakeholders. Any joint decisions must be incorporated into the Airport Security Plan. 20.50” The Supervisory Transportation Security Officer (STSO) should be positioned at a podium near the checkpoint exit like the one shown in Figure 2-55. The STSO should be able to perform administrative duties while periodically viewing the entire screening operation with minimal obstructions. Power and data may be required at this podium. 2009.02.11 REVISION 1 Height 40.75” Width 29.50” CHECKPOINT DESIGN GUIDE (CDG) 69 2.0 SSCP ELEMENTS 2.15 EXIT LANE An exit lane can be co-located with a checkpoint or it can be located independent of the checkpoint. This lane should be easily identifiable without adversely affecting security and adequately sized for deplaning passengers exiting the concourse. All building code egress path requirements must be met. An exit lane is typically equipped with a table and chair or podium for a security person to monitor and deter people attempting to bypass the SSCP by entering the sterile area from the non-sterile area via the exit lane. The security guard should be located to intercept traffic attempting to enter the exit lane from the wrong direction. For long exit lanes, there is typically a security guard at both ends. Control, design and other requirements for travel and exit lane areas may be affected by one or more parties, such as the airport operator, airline carrier or TSA, which has total or shared operational responsibility of the area to ensure unauthorized entry does not occur. 2009.02.11 REVISION 1 Unique solutions have been deployed to secure exit lanes such as adding revolving doors or turnstiles that allow flow in only one direction, CCTV, breach alarms, etc. These egress solutions must allow sufficient space to accommodate the equipment as well as passengers with baggage and/or passengers with disabilities. Another simple solution is to provide clear glass panels when an exit lane is adjacent to the checkpoint. This often deters breaches since the exit lane would be highly visible by TSA and/or airport/ airline personnel. These elements can also be combined to create an integrated system that utilizes video cameras, video monitors, sensors, and breach alarms concealed within the supporting architectural elements and tied to a centralized system. This would further tighten security around this sensitive area without relying solely on manpower. In new facility planning and design, SSCP exit lanes should be a considerable distance from boarding gates to allow for sufficient time to resolve a breach if one occurs. CHECKPOINT DESIGN GUIDE (CDG) 70 2.0 SSCP ELEMENTS 2.16 SSCP ADJACENT WALLS & BOUNDARIES There is no set boundary of an SSCP. It will vary by airport, SSCP configuration, and TSA requirements for a particular checkpoint. Typically, the SSCP length starts at the TDC podium(s), extends through the checkpoint elements discussed in this section, and ends at the checkpoint exit, which could be adjacent to the egress seating area, STSO or LEO podium. The SSCP width is the wall to wall width of the checkpoint, including all the screening lanes and a colocated exit lane. All walls adjacent to the non-sterile side need to be at least 8’-0” high to prevent the passage of prohibited items from the non-sterile area to the sterile area. In the future, new technology may extend the boundaries of the SSCP as we know it today to include additional equipment and functions within the checkpoint or equipment and functions located remotely within the airport. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 71 3.0 STANDARD SSCP LAYOUTS 3.0 STANDARD SSCP LAYOUTS With SSCPs in approximately 450 airports in the U.S., a number of checkpoint layouts have been installed, tested, and approved to meet TSA baseline standards. The checkpoints are comprised of standard module sets or combinations of standard module sets. A module set is either 1 or 2 lanes. A 1 lane module set has a Walk Through Metal Detector (WTMD), X-ray (TRX, AT or AutoEDS), passenger containment and/or inspection, and a secondary screening area that includes an ETD unit and bag search tables. This is often referred to as a 1-to-1 configuration. A 2 lane module set is the same as a 1 lane module set with the addition of another X-ray (TRX, AT, or AutoEDS). This is often referred to as a 2-to-1 configuration. A 2 lane module set or a combination of 2 lane module sets is the best choice for an SSCP because it more efficiently uses screening equipment and TSA personnel. However, a 1 lane module set can be designed if the checkpoint is only going to be 1 lane, it has an odd number of lanes, or there is some sort of obstruction, such as a column, electrical closet, or chase that prevents adding a 2 lane module set. The purpose of this section is to illustrate the preferred module sets and combinations thereof. The module sets are classified by screening equipment into the four (4) types listed below and their corresponding options. These groups will be defined later in this section in accordance with the group number and option letter. For example, opition 1a is a 2-to-1 TRX module set with a holding/ wanding station. 2009.02.11 REVISION 1 1. TRX Module Sets a. 2-to-1 with Holding/Wanding Station b. 2-to-1 with Holding Station c. 1-to-1 with Holding Station 2. AT Module Sets a. 2-to-1 with Holding/Wanding Station b. 2-to-1 with Holding Station c. 1-to-1 with Holding Station 3. AT & WBI Module Sets* a. 2-to-1 with WBI as Primary & Holding/Wanding Station b. 2-to 1 with a WBI & Holding/Wanding Station *At the time of this printing, the WBI locations were still being determined. 4. AutoEDS Module Sets a. 1-to1 with a Holding Station (short version) b. 1-to1 with a Holding Station (long version) All designs going forward for new checkpoints or reconfiguration of existing checkpoints are based on these module sets. A graphic representation of the module sets is presented in Figure 3-1 through Figure 3-3 on the following pages. Advantages and disadvantages of each module set is included with each graphic. The AutoEDS Module Sets are not a part of this figure but are depicted in Section 3.2.4. CHECKPOINT DESIGN GUIDE (CDG) 72 3.0 STANDARD SSCP LAYOUTS Figure 3-1 TRX Module Sets Option 1a Option 1b Option 1c TRX Module Sets Page No. Option Module Set Description 1a 2-to-1 TRX with a Holding/Wanding Station (DOT.N3) 79 RS520B: 58’-4” x 25’-7” 81 SH6040i: 57’-10”x 25’-6” 2-to-1 TRX with a Holding Station (DOT.J3) 79 RS520B: 64’-5” x 22’-5” 81 SH6040i: 63’-11”x 22’-4” 80 RS520B: 58’-8” x 13’-8” 82 SH6040i: 58’-1”x 13’-8” 1b 1c 1-to-1 TRX with a Holding Station (DOT.J3) Dimension (L* x W) Advantages Disadvantages Layout allows TSOs flexibilty to be dynamic among checkpoint lanes. Ideal for wide checkpoints. Passenger hand wanding is accomplished inside the DOT.N3 thus freeing up additional space on the back end of the checkpoint. ETD screening is accomplished approximately 36” off of deepest lane resulting in an increase in checkpoint depth. Layout allows TSOs flexibility to be dynamic among checkpoint lanes. Ideal for narrow checkpoints. ETD screening and passenger hand wanding is accomplished approximately 36” off of deepest lane resulting in an increase in checkpoint depth. Passengers are held in the holding station and then escorted to a remote screening area when a TSO becomes available. Ideal for 1 lane checkpoints, checkpoints with an odd number of lanes, and checkpoints with obstructions such as columns, electrical closets, chases, etc. ETD screening and passenger hand wanding is accomplished approximately 36” off of an adjacent lane or against the wall that the lane borders. Passengers are held in the holding station and then escorted to a remote screening area when a TSO becomes available. Space is limited for future technology. * Length includes ETD Bag Screening 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 73 3.0 STANDARD SSCP LAYOUTS Figure 3-2 AT Module Sets Option 2a Option 2b Option 2c AT Module Sets Page No. Option Module Set Description 2a 2-to-1 AT with a Holding/ Wanding Station (DOT.N3) 84 RS620DV: 57’-11” x 29’-3” 86 SH6040aTiX: 61’-10” x 26’-0” 2-to-1 AT with a Holding Station (DOT.J3) 84 RS620DV: 64’-1” x 26’-1” 86 SH6040aTiX: 68’-1” x 24’-9” 85 RS620DV: 58’-1” x 15’-8” 87 SH6040aTiX: 62’-2” x 15’-2” 2b 2c 1-to-1 AT with a Holding Station (DOT.J3) Dimension (L* x W) Advantages Disadvantages Layout allows TSOs flexibilty to be dynamic among checkpoint lanes. Ideal for wide checkpoints. Passenger hand wanding is accomplished inside the DOT.N3 thus freeing up additional space on the back end of the checkpoint. AT dome bump-out can be towards the passengers due to the extra width required for the DOT.N3. ETD screening is accomplished approximately 36” off of deepest lane resulting in an increase in checkpoint depth. The DOT.N3 must be 30” minimum from the bump-out. Layout allows TSOs flexibility to be dynamic among checkpoint lanes. Ideal for narrow checkpoints. AT dome bump-out must be towards the AT operators since the dome to dome spacing is narrower due to the DOT.J3. ETD screening and passenger hand wanding is accomplished approximately 36” off of deepest lane resulting in an increase in checkpoint depth. Passengers are held in the holding station and then escorted to a remote screening area when a TSO becomes available. Ideal for 1 lane checkpoints, checkpoints with an odd number of lanes, and checkpoints with obstructions such as columns, electrical closets, chases, etc. AT dome bump-out must be towards the AT operator since the spacing is tighter due to the DOT.J3. ETD screening and passenger hand wanding is accomplished approximately 36” off of an adjacent lane or against a wall that the lane borders. Passengers are held in the holding station and then escorted to a remote screening area when a TSO becomes available * Length includes ETD Bag Screening 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 74 3.0 STANDARD SSCP LAYOUTS Figure 3-3 3 AT & WBI Module Sets Option 3a Option 3b AT & WBI Module Sets Option 3a 3b Module Set Description Page No. Dimension (L*x W) 2-to-1 AT with a WBI as Primary & Holding/ Wanding Station (DOT.N3) 89 RS620DV: 57’-11” x 28’-2” 90 SH6040aTiX: 61’-10” x 27’-5” 2-to-1 AT with a WBI & Holding/Wanding Station (DOT.N3) 89 RS620DV: 59’-3” x 29’-3” 90 SH6040aTiX: 61’-10” x 26’-0” Advantages Disadvantages Layout allows TSOs flexibility to be dynamic among checkpoint lanes. Ideal for wide checkpoints. Passenger hand wanding is accomplished inside DOT. N3 thus freeing up additional space on the back end of the checkpoint. Increased screening capabilities with AT and WBI. Co-locating the WBI minimizes the depth needed for ancillary equipment such as DOT. N3, composure bench, ETDs, and search tables. The AT bump-outs can be oriented towards the passengers or towards the operators. ETD screening is accomplished approximately 36” off of deepest lane resulting in an increase in checkpoint depth. A Remote Resolution Room including the Lane Control Unit is required for the WBI within 150’. Layout allows TSOs flexibility to be dynamic among checkpoint lanes. Ideal for wide checkpoints. Passenger hand wanding is accomplished inside DOT. N3 thus freeing up additional space on the back end of the checkpoint. Increased screening capabilities with AT and WBI. ETD screening is accomplished approximately 36” off of deepest lane resulting in an increase in checkpoint depth. A Remote Resolution Room including the Lane Control Unit is required for the WBI within 150’. The AT bump-outs must be oriented towards the operators. * Length includes ETD Bag Screening 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 75 3.0 STANDARD SSCP LAYOUTS 3.1 SSCP RECOMMENDED SPACING Recommended spacing for screening and ancillary equipment in an optimized layout is shown in Figure 3-4. This figure is NOT a typical checkpoint as it is NOT a TSA HQ preferred option or a combination of standard 1 and 2 lane module sets. It is intended to reflect a majority of the equipment that could potentially be deployed at a checkpoint but not necessarily in combination with each other. It is intended to be used as a guide for specific equipment placement based on what is allocated for the checkpoint. TSA HQ approval is required for any deviations from the dimensions represented. There are minimum and maximum limits for each scenario that will need to be evaluated on a case by case basis. For airports with more than 2 lanes, the following elements should NOT be deviated from and should be considered “absolutes” in the module sets or lane combinations. • 12’-0” of divest tables • 12’-0” of composure rollers • 3’-0” minimum from TRX dome to an adjacent wall • 3’-0” minimum between back-to-back TRX domes when the TRX domes are staggered a minimum of 3’-0” • 4’-0” minimum between back-to-back TRX domes when the TRX domes are aligned • 3’-0” minimum from AT bump-out to wall when AT bump-out is towards the operator • 4’-0” minimum from AT dome to wall when bump-out is towards passengers 2009.02.11 REVISION 1 • 3’-0” minimum between back-to-back AT bump-outs when the AT bump-outs are towards the operators and the AT domes are staggered a minimum of 3’-0” • 4’-0” minimum between back-to-back AT bump-outs when the AT bump-outs are towards the operators and the AT domes are aligned • 3’-0” minimum between back-to-back AT domes when the AT bump-outs are towards the passengers and the AT domes are staggered a minimum of 3’-0” • 4’-0” minimum between back-to-back AT domes when the AT bump-outs are towards the passengers and the AT domes are aligned An 8’-0” high minimum wall is required to separate the SSCP from the exit lane or separate the sterile area from the non-sterile area. This height impairs the ability to pass prohibited items to a cleared passenger. This requirement should be discussed with the airport authority when a new checkpoint is being discussed or an existing checkpoint is being reconfigured. CHECKPOINT DESIGN GUIDE (CDG) 76 3.0 STANDARD SSCP LAYOUTS Figure 3-4 SSCP Recommended Spacing Requirements This graphic is not representative of a typical 12” 2 12” 2 SSCP layout. It is intended 9 3’-6” to capture all of the elements 4’-0” one would encounter but not 7 time. 3 4’-0” necessarily all at the same 3’-0” 3’-0” 13 11 2 4’-0” 10 4 7 6’-0” 14 5 6 6’-0” - 10’-0” 3’-6” 3’-6” 2 6’-0” 12” 6 3’-6” 12” 2 3’-6” 8 12” 7 3’-0” 4’-8” 12 1 2 2009.02.11 REVISION 1 1 3’-0” min from TRX dome to wall; 4’-0” min from AT dome to wall when bump-out is towards the passengers; 3’-0” min from AT bump-out to wall when bump-out is towards the operator. 7 3’-6” min between DOT.N3/DOT.J3 and rollers/conveyors 8 3’-0” min between bin cart & search tables 9 4’-0” min between WTMD and DOT.N3/DOT.J3 12” max distance between equipment separating non-sterile from sterile areas 10 9’-0” min height clearance 11 10’-0” min square clearance required for service 12 6’-0” - 10’-0” clearance from TDC to bin carts 13 3’-0” min queue width 14 6’-0” clearance from DOT.J3/DOT.N3 to bench 3 4’-0” min distance between back to back X-ray, AT, or AutoEDS 4 6’-0” distance from WTMD to post-WTMD WBI 5 4’-0” distance from WBI to DOT.N3/DOT.J3 6 3’-6” min between WBI & rollers CHECKPOINT DESIGN GUIDE (CDG) 77 3.0 STANDARD SSCP LAYOUTS 3.2 STANDARD MODULE SETS 3.2.1 TRX Module Sets A TRX Module Set includes the Threat Image Projection (TIP) Ready X-ray (TRX), a WTMD, a holding or holding/wanding station, and an ETD bag search area. The original Baltimore style wanding corral has been replaced by the holding or holding/wanding station, which is shorter and narrower thus reducing the square footage needed for a 2-to-1 module set. The holding station simply “holds” passengers until a TSO is available to escort the passenger to the ETD bag search area directly off the end of the lanes or in a remote area of the checkpoint. The holding/wanding station can hold up to three (3) passengers and provide enough space for hand wanding activities to occur. Refer to Figure 3-5 that shows a side by side comparison of the holding station and the holding/wanding station. Chairs and wanding mats are placed at the ETD bag search area when a holding station is used; chairs and wanding mats are placed inside the holding/wanding station. Except for Figure 3-5, the graphics in this book do not show the detail of the chairs and wanding mats inside the holding/wanding station, however, designers should assume all holding/wanding stations include chairs and mats. ETD bag screening would still need to occur off the end of the lanes or in a remote area of the checkpoint. Refer to Figure 3-6 through Figure 3-15 on the following pages. Each figure represents options 1a, 1b, and 1c for each manufacturer: Rapiscan (RS) and Smiths Heimann (SH). Figure 3-5 Holding Station vs. Holding/Wanding Station 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 78 3.0 STANDARD SSCP LAYOUTS Figure 3-6 RS520B Option 1a 2009.02.11 REVISION 1 10’-10” 25’-7” 13’-11” 58’-4” 22’-5” Figure 3-8 RS520B Option 1b Figure 3-7 RS520B Option 1a 64’-5” CHECKPOINT DESIGN GUIDE (CDG) 79 3.0 STANDARD SSCP LAYOUTS 520B Option 1c Figure 3-9 RS520B 13’-8” 7’-11” Figure 3-10 RS520B Option 1c 58’-8” 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 80 3.0 STANDARD SSCP LAYOUTS Figure 3-11 SH6040i 040i Option 1a 2009.02.11 REVISION 1 22’-4” 25’-6” 14’-0” 57’-10” 10’-10” Figure 3-13 SH6040i Option 1b Figure 3-12 SH6040i Option 1a 63’-11” CHECKPOINT DESIGN GUIDE (CDG) 81 3.0 STANDARD SSCP LAYOUTS Figure 3-14 SH6040i Option 1c 13’-8” 7’-11” Figure g 3-15 SH6040i Option p 1c 58’-1” 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 82 3.0 STANDARD SSCP LAYOUTS 3.2.2 AT Module Sets An AT Module Set consists of the new Advanced Technology (AT) X-ray, a WTMD, a holding or holding/wanding station, and an ETD bag search area. It is similar to the TRX Module Set, except that the X-ray has been swapped out for the AT unit. The rest of the equipment is the same. Another variation to the AT module set is the direction of the bumpouts. The bump-out is the side bonnet on the AT X-ray. This is where the side view camera is located. On a right hand unit the bump-out is on the right side of the AT dome when standing on the non-sterile side at the entry of the AT unit. On a left hand unit the bump-out is on the left side of the AT dome when standing on the non-sterile side at the entry of the AT unit. Note that the right hand and left hand units are not mirror images of each other. The left hand unit is a 180° rotation of the right hand AT dome. The infeed and outfeed components are reversed. TSA is in the process of replacing the TRX equipment with the AT. Since the AT unit is much heavier than the TRX, the structural floor must be evaluated prior to placement since the live load a floor system can support varies. Typically, the AT unit should be spaced an average of 5’-0” on center. This may need to be adjusted for older airports, newer airports, or airports that are slab-on-grade. Refer to Figure 3-16 through Figure 3-25 on the following pages. Each figure represents option 2a, 2b, and 2c for each manufacturer: Rapiscan (RS) and Smiths Heimann (SH). When the holding/wanding station is used, there is enough width between the AT domes for the bump-outs to face toward the passengers. When the holding station is used, there is limited width between the domes, requiring the bump-outs to face towards the operators. The space required for the bump-out and clearance around the bump-out is the same, regardless which direction it faces. The key will be to determine if that space can be absorbed on the passenger side or the operator side. When spacing is at the TSA minimums, it is important to note that technicians are responsible for creating an appropriate workspace for performing maintenance activities on the AT equipment. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 83 3.0 STANDARD SSCP LAYOUTS Figure 3-16 RS620DV V Option 2a 2009.02.11 REVISION 1 26’-1” 29’-3” 13’-10” 57’-11” 10’-8” Figure 3-18 RS620DV Option 2b Figure 3-17 RS620DV Option 2a 64’-1” CHECKPOINT DESIGN GUIDE (CDG) 84 3.0 STANDARD SSCP LAYOUTS Figure 3-19 RS620DV Option 2c 15’-8” 7’-11” Figure 3-20 RS620DV Option 2c 58’-1” 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 85 3.0 STANDARD SSCP LAYOUTS Figure 3-21 SH6040aTiX Option ption 2a 2009.02.11 REVISION 1 24’-9” 26’-0” 13’-8” 61’-10” 10’-2” Figure 3-23 SH6040aTiX Option 2b Figure 3-22 SH6040aTiX Option 2a 68’-1” CHECKPOINT DESIGN GUIDE (CDG) 86 3.0 STANDARD SSCP LAYOUTS Figure 3-24 SH6040aTiX Option 2c 15’-2” 7’-11” Figure 3-25 SH6040aTiX Option 2c 62’-2” 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 87 3.0 STANDARD SSCP LAYOUTS 3.2.3 AT & WBI Module Sets An AT & WBI Module Set consists of the new Advanced Technology (AT) X-ray, a WTMD, a Whole Body Imager (WBI), a holding or holding/wanding station, and an ETD bag search area. It is the AT Module Set with a WBI added. What varies is the location of the WBI which can be post-WTMD, primary (adjacent to the WTMD), or located remotely. The bump-out orientation is critical when a WBI is added to an AT Module Set. Typically, when the holding/wanding station is used, there is enough width between the AT domes for the bump-outs to face toward the passengers. This scenario is the case when a WBI is added between the WTMD and holding/wanding station (postWTMD). However, when the WBI is added as primary, the bumpouts need to face toward the operators in order to fit the WTMD, WBI, and barrier side by side and still maintain service clearances for the screening equipment. It is important to note that technicians are responsible for creating an appropriate workspace for performing maintenance activities on the AT and WBI equipment. Bump-out orientation is unaffected by the location of the remote WBI. The configuration will be checkpoint specific regarding whether the bump-out space can be absorbed on the passenger side or the operator side. Refer to Figure 3-26 through Figure 3-31 on the following pages. Each figure represents option 3a and 3b for each manufacturer: Rapiscan (RS) and Smiths Heimann (SH). Since the WBI is still in its infancy of design, a preferred option has yet to be determined. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 88 3.0 STANDARD SSCP LAYOUTS Figure 3-26 RS620DV S620DV Option 3a Figure 3-28 RS620DV Option 3b 57’-11” 2009.02.11 REVISION 1 29’-3” 13’-10” 12’-9” 28’-2” Figure 3-27 RS620DV Option 3a 59’-3” CHECKPOINT DESIGN GUIDE (CDG) 89 3.0 STANDARD SSCP LAYOUTS Figure 3-29 SH6040aTiX Option 3a Figure 3-30 SH6040aTiX Option 3a 61’-10” 2009.02.11 REVISION 1 26’-0” 13’-8” 12’-8” 27’-5” Figure 3-31 SH6040aTiX Option 3b 61’-10” CHECKPOINT DESIGN GUIDE (CDG) 90 3.0 STANDARD SSCP LAYOUTS 3.2.4 AutoEDS Module Sets The AutoEDS Module Set is comprised of the new Automatic Explosives Detection System (AutoEDS), a WTMD, a holding station, and an ETD bag search area. It is the same as the 1-to-1 TRX or AT Module Set except that the X-ray is swapped out for the AutoEDS. The AutoEDS can occur in two (2) different forms: a short version for space-confined checkpoints and a long version for open checkpoints. Each manufacturer has created components that can be added or removed based on the space available and the functions required. The long versions of this unit contain an automatic bin return system which is helpful to both the passenger and the TSOs. The AutoEDS is currently being deployed as a carry-on bag screening only device, but it is anticipated that this will be changed to a dual use mode that will allow screening of carry-on and checked baggage. When the latter occurs this is referred to as “dual use” mode. The following items should be considered for dual use deployment: • The checkpoint area must have a minimum of 45’-0” of depth to accommodate the shortest version of the AutoEDS. • Designs will be unique to each airport and may necessitate changes to the recommended module designs. Any changes must be vetted by the appropriate personnel within TSA HQ. • Airports considered will not have more than one checkpoint lane and will not have a maximum passenger throughput greater than 60 passengers per hour. 2009.02.11 REVISION 1 • Passenger screening will be performed on the WTMD side of the AutoEDS; checked baggage screening will be performed on the TSO side of the AutoEDS. • The AutoEDS location must be evaluated to facilitate the secure, safe and efficient staging and movement of cleared checked baggage from the checkpoint by the appropriate airline representatives. • Unless the airport provides a power belt or rollers to convey screened checked baggage to the airlines, a cart will be provided by TSA to stage cleared checked baggage. Airport or airline representatives would be responsible for transporting cleared checked baggage. • Checked baggage will be screened on the AutoEDS as well as passenger carry-on items. • Current stand-alone checked baggage areas in the lobby or designated bag rooms will be replaced by the dual use AutoEDS. Refer to Figure 3-32 through Figure 3-37 on the following pages. Each figure is either a 2 or 3 dimensional graphic of the short and long version of each unit by manufacturer: Analogic and Reveal. CHECKPOINT DESIGN GUIDE (CDG) 91 3.0 STANDARD SSCP LAYOUTS Figure 3-32 Analogic Cobra Option p 4a Figure 3-34 Analogic Cobra Option 4b 16’-5” 16’-5” 8’-1” 8’-1” Figure 3-33 Analogic Cobra Option 4a 44’-11” 2009.02.11 REVISION 1 73’-3” CHECKPOINT DESIGN GUIDE (CDG) 92 3.0 STANDARD SSCP LAYOUTS Figure 3-35 Reveal Option 4a Figure 3-37 Reveal Option 4b 19’-9” 15’-9” 7’-6” 7’-6” Figure 3-36 Reveal Option 4a 50’-4” 2009.02.11 REVISION 1 54’-4” CHECKPOINT DESIGN GUIDE (CDG) 93 3.0 STANDARD SSCP LAYOUTS 3.3 LANE COMBINATIONS The most common module sets are the TRX, AT, and AT & WBI. This section attempts to define and illustrate how these module sets can be combined to maximize the space available for TSA equipment and operations. This section in no way lists all of the possible combinations of module sets but reflects common arrangements that can be applied to most checkpoints. Facility constraints and maintaining current lane count may require application of several different module sets or combinations thereof. If a checkpoint is narrow and deep, a lane combination with holding stations may be better suited since it reduces the width of a 2 lane module set by approximately 3’-0”. Utilizing this combination across multiple module sets at a single checkpoint would free up space for additional lanes. Keep in mind, however, the checkpoint must be deep enough to allow for placement of secondary screening of passengers and carry-on bags off the end of each lane or in a remote area of the checkpoint. Another way to capture additional space is to stagger module sets from each other so that the TSA X-ray operators are not sitting directly behind one another. Positioning them opposite the ingress rollers or egress conveyors gains a few more inches for each lane than if the X-ray operator is positioned directly opposite the TRX or AT X-ray dome. The following sub-sections illustrate various lane combinations, showing the overall width and length required for deployment at the SSCP. 3.3.1 TRX Lane Combinations Figure 3-38 and Figure 3-39 illustrate common TRX checkpoint lane combinations for both TRX manufacturers. 3.3.2 AT and AT & WBI Lane Combinations Figure 3-40 through Figure 3-45 illustrate common AT and AT & WBI checkpoint lane combinations for both AT manufacturers. If a checkpoint is wide and shallow, a lane combination with holding/wanding stations may be better suited since it captures passenger wanding inside the holding/wanding station. Secondary screening of carry on bags at the end of each lane would still be required. Another way to cope with limited checkpoint depth is to turn the divest tables 90 degrees towards the divest tables of an adjacent lane making a “u-shaped” configuration. This captures about 42” of the depth at the checkpoint. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 94 3.0 STANDARD SSCP LAYOUTS Figure 3-38 RS520B Option 1a & 1c Combination Example but it reflects common LANE 5 LANE 3 all of the possible scenarios LANE 4 This layout does not show LANE 2 LANE 1 62’-11” arrangements that can be applied to most checkpoints. 13’-11” Facility constraints and maintaining current 6’-0” 4’-0” 3’-6” 4’-0” 4’-0” 53’-4” different module sets or 13’-11” 3’-0” 3’-0” lane count may require application of several 8’-0” 4’-0” 3’-6” combinations thereof. 3’-6” 4’-6” 2009.02.11 REVISION 1 2’ min 3’ max 2’ min 3’ max 2’ min 3’ max 6’-0” 6’-0” 6’-0” 3’-6” CHECKPOINT DESIGN GUIDE (CDG) 95 3.0 STANDARD SSCP LAYOUTS Figure 3-39 SH6040i Option 1a & 1c Combination Example but it reflects common LANE 5 LANE 3 all of the possible scenarios LANE 4 LANE 1 This layout does not show LANE 2 62’-11” arrangements that can be applied to most checkpoints. 14’-0” Facility constraints and 4’-0” lane count may require 53’-8” 4’-0” application of several 3’-6” 3’-6” 3’-6” 4’-8” 3’-6” 2009.02.11 REVISION 1 2’ min 3’ max 2’ min 3’ max 2’ min 3’ max 6’-0” 6’-0” 6’-0” combinations thereof. 6’-0” 14’-0” 3’-0” maintaining current different module sets or 7’-11” 4’-0” 3’-0” CHECKPOINT DESIGN GUIDE (CDG) 96 3.0 STANDARD SSCP LAYOUTS Figure 3-40 RS6200V Option 2a, 3a, & 2c Combination Example 65’-6” 10’-3” applied to most checkpoints. 5’-9” 4’-0” Facility constraints and 7’-6” maintaining current 4’-0” 4’-0” 4’-0” combinations thereof. 6’-1” 2’ m 6” in 4’-0” 56’-3” different module sets or 14’-5” 3’-0” lane count may require application of several LANE 5 arrangements that can be LANE 4 but it reflects common LANE 3 LANE 1 all of the possible scenarios LANE 2 This layout does not show 6’-0” 3’-6” 3’-6” 6’-0” 2’ min 3’ max 2’ min 3’ max 2009.02.11 REVISION 1 3’-0” 6’-0” 6’-0” 3’-0” 2’ min 3’ max 3’-6” CHECKPOINT DESIGN GUIDE (CDG) 97 3.0 STANDARD SSCP LAYOUTS Figure 3-41 RS620DV Option 2a, 3b, & 2c Combination Example but it reflects common LANE 5 all of the possible scenarios LANE 4 LANE 3 This layout does not show LANE 2 LANE 1 62’-9” 4’-9” arrangements that can be 5’-9” 12’-0” applied to most checkpoints. 3’-0” maintaining current 12’-8” 5’-4” 4’-0” 3’-0” Facility constraints and 4’-0” 4’-0” application of several 4’-0” 6’-0” lane count may require combinations thereof. 56’-10” different module sets or 3’-6” 3’-6” 4’-0” 6’-0” 6’-0” 3’-6” 3’-0” 5’-0” 2’ min 3’ max 2’ min 3’ max 2’ min 3’ max 3’-0” 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 98 3.0 STANDARD SSCP LAYOUTS Figure 3-42 RS620DV Option 2b & 2c Combination Example all of the possible scenarios but it reflects common 6’-6” arrangements that can be applied to most checkpoints. 7’-6” 3’-0” 10’-0” 6’-11” Facility constraints and 11’-11” 4’-0” 56’-5” application of several 3’-6” 3’-6” 3’-6” 4’-7” 4’-3” 2’ min 3’ max 4’-0” 2’ min 3’ max 2’ min 3’ max 6’-0” 6’-0” 6’-0” combinations thereof. 4’-0” 4’-0” 3’-0” lane count may require 4’-0” 3’-0” maintaining current different module sets or LANE 5 LANE 3 This layout does not show LANE 4 LANE 1 LANE 2 62’-4” 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 99 3.0 STANDARD SSCP LAYOUTS Figure 3-43 SH6040aTiX Option 2a, 3a, & 2c Combination Example LANE 5 This layout does not show LANE 4 LANE 3 LANE 1 LANE 2 62’-5” all of the possible scenarios but it reflects common 5’-3” 4’-3” 4’-0” arrangements that can be 7’-0” 11’-2” 12’-9” 3’-0” applied to most checkpoints. lane count may require 4’-0” 4’-0” maintaining current 2’ m -6” in Facility constraints and combinations thereof. 3’-6” 3’-6” 4’-0” 3’-0” 61’-0” different module sets or 4’-0” application of several 3’-6” 3’-0” 2009.02.11 REVISION 1 2’ min 3’ max 2’ min 3’ max 2’ min 3’ max 6’-0” 6’-0” 6’-0” 3’-0” CHECKPOINT DESIGN GUIDE (CDG) 100 3.0 STANDARD SSCP LAYOUTS 61’-11” This layout does not show LANE 5 LANE 3 LANE 4 LANE 2 LANE 1 Figure 3-44 SH6040aTiX Option 2a, 3b, & 2c Combination Example all of the possible scenarios but it reflects common 12’-5” 6’-11” 4’-3” arrangements that can be 11’-2” 4’-0” 6’-0” maintaining current 61’-0” lane count may require different module sets or 4’-0” 4’-0” Facility constraints and application of several 4’-0” 3’-0” applied to most checkpoints. 3’-6” 3’-6” 3’-6” 4’-0” 6’-0” 6’-0” combinations thereof. 6’-0” 2’ min 3’ max 2’ min 3’ max 2009.02.11 REVISION 1 2’ min 3’ max 3’-6” 3’-6” CHECKPOINT DESIGN GUIDE (CDG) 101 3.0 STANDARD SSCP LAYOUTS 59’-8” This layout does not show LANE 5 LANE 4 LANE 3 LANE 1 LANE 2 Figure 3-45 SH6040aTiX Option 2b & 2c Combination Example 5’-6” all of the possible scenarios 6’-6” 9’-8” but it reflects common 3’-0” 6’-8” 11’-8” 3’-0” arrangements that can be Facility constraints and 4’-0” 4’-0” applied to most checkpoints. 4’-0” 3’-0” lane count may require application of several 62’-5” maintaining current 3’-6” 3’-6” 4’-3” 4’-0” 3’-6” different module sets or 2’ min 3’ max 2’ min 3’ max 2’ min 3’ max 6’-0” 6’-0” 6’-0” combinations thereof. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 102 4.0 SSCP POWER & DATA 4.0 SSCP POWER & DATA 4.1 EQUIPMENT REQUIREMENTS Power and data requirements for most SSCP equipment are summarized in Figure 4-1. Each piece of equipment is unique in regard to the circuit, receptacle type, quantity of data drops, and location within the checkpoint. Familiarity with these requirements will be essential when designing a new checkpoint or reconfiguring an existing checkpoint. Circuits from existing electrical panels should be used when available as indicated by the panelboard and corresponding panel schedule that serves the checkpoint. Often, the panel schedule lacks sufficient detail in regard to what equipment is fed by each circuit. In many cases an electrical panel will feed more than just SSCP equipment. Convenience outlets, overhead lighting, workstations, and restroom hand dryers, just to name a few, can sometimes be powered by the same electrical panel that powers TSA equipment. In some cases a new electrical panel may be required for new circuits in support of a new checkpoint or reconfiguration of an existing checkpoint. This requirement will be determined during the design phase by the electrical engineer. TSA HQ must be notified immediately of this need and must approve the new panel during the design phase. The additional expense will need to be evaluated against the budget and schedule. The electrical design of a new checkpoint or reconfiguration of an existing checkpoint must meet national and local codes in addition to any airport, state, county, and/or city requirements, depending on the Authority Having Jurisdiction (AHJ). UPS backup power is not required for SSCPs, although it may exist or be required at some sites where power conditions are unstable. Most of the new technology requires a dedicated circuit and data drop; therefore, non-dedicated loads should be grouped together when possible in order to free up dedicated circuits. One exception is the WTMD can only be grouped with other WTMDs and not any other type of equipment. It is recommended to design a new dedicated circuit for most security screening equipment including the TRX especially if the electrical panel has available capacity. The TRX will be replaced with an AT unit eventually which requires a dedicated circuit. The checkpoint designer should not assume an existing circuit is dedicated or to expect the electrical contractor to trace an existing circuit and remove excess load. For future checkpoint buildouts, dedicated circuits and data drops should be provided for all security screening equipment. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 103 4.0 SSCP POWER & DATA Figure 4-1 Security Screening Equipment Power & Data Requirements (1 of 3) Equipment Quantity Power Requirements Number Data Drops Data Drop Drawing Label Termination Equipment End Termination Patch Panel/IT Rack 110-Punch Down Data Cable Requirements 1 TRX 1 per lane • • • • • Dedicated 20A, 125V 2-Pole, 3-Wire Grounding NEMA 5-20R Quad Receptacle 15’-0” cord 2 D • 568B jacks on • Terminate all data drops in patch flush plate. panel. • Cover unused ports. • Cat5e/6 • The cable length from the termination point in the telecommunications closet to the telecommunications outlet in the work area shall not exceed 90 meters (295 feet) independent of the media type. 2 AT X-Ray 1 per lane • • • • • Dedicated 20A, 125V 2-Pole, 3-Wire Grounding NEMA 5-20R Simplex Receptacle 15’-0” cord 2 D • 568B jacks on • Terminate all data flush plate. drops in patch panel • Cat5e/6 • The cable length from the termination point in the telecommunications closet to the telecommunications outlet in the work area shall not exceed 90 meters (295 feet) independent of the media type. 3 Analogic AutoEDS 1 per checkpoint • • • • Dedicated 30A, 120/208V, 3 4-Pole, 5-Wire Grounding NEMA L21-30R Simplex Receptacle (twistlock) • Baggage Viewing Station (BVS) • Optional: Automatic Bin Return System, Remote Viewing Station (RVS) • All components are powered off the AutoEDS 1 D • 568B jacks on • Terminate all data flush plate. drops in patch panel • Cat5e/6 • The cable length from the termination point in the telecommunications closet to the telecommunications outlet in the work area shall not exceed 90 meters (295 feet) independent of the media type. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 104 4.0 SSCP POWER & DATA Figure 4-1 Security Screening Equipment Power & Data Requirements (2 of 3) Equipment Quantity Power Requirements Number Data Drops Data Drop Drawing Label Termination Equipment End Termination Patch Panel/IT Rack 110-Punch Down Data Cable Requirements 4 Reveal AutoEDS 1 per checkpoint • • • • Dedicated 30A, 250V 2-Pole, 3-Wire Grounding NEMA L6-30R Simplex Receptacle (twistlock) • Baggage Viewing Station (BVS) and Field Data Recording System (FDRS)/printer requires separate electrical receptacle from main unit. • Optional: Automatic Bin Return System, Alarm Resolution Workstation (ARW), Remote Operator Workstation (ROW) 1 D • 568B jacks on flush plate. • Terminate all data drops in patch panel • Cat5e/6 • The cable length from the termination point in the telecommunications closet to the telecommunications outlet in the work area shall not exceed 90 meters (295 feet) independent of the media type. 5 Walk Through Metal Detector (WTMD) 1 per 2 lanes • • • • Dedicated for WTMDs ONLY 15A, 125V 2-Pole, 3-Wire Grounding NEMA L5-15R Simplex Receptacle (twistlock) • 13’-0” cord • 18” clearance from leg to nearest electrical conduit or device. • Same phase as TRX or AT. 1 D • 568B jacks on flush plate. • Terminate all data drops in patch panel • Cat5e/6 • The cable length from the termination point in the telecommunications closet to the telecommunications outlet in the work area shall not exceed 90 meters (295 feet) independent of the media type. 6 L3 ProVision Whole Body Imager (WBI) 1 per 2 lanes • • • • 2 2009.02.11 REVISION 1 Dedicated 20A, 125V 2-Pole, 3-Wire Grounding NEMA 5-20R Duplex Receptacle • Connect top of WBI to LCU Monitor in the RVR • 164’ (50m) Cat6 Gigabit Ethernet Cable provided by vendor. CHECKPOINT DESIGN GUIDE (CDG) 105 4.0 SSCP POWER & DATA Figure 4-1 Security Screening Equipment Power & Data Requirements (3 of 3) Equipment Quantity Power Requirements Number Data Drops Data Drop Drawing Label Termination Equipment End Termination Patch Panel/IT Rack 110-Punch Down Data Cable Requirements 7 Lane Control Unit (LCU) in the Remote Viewing Room (RVR) for L3 ProVision WBI 1 per WBI • • • • Dedicated 20A, 125V 2-Pole, 3-Wire Grounding NEMA 5-20R Duplex Receptacle 2 8 Explosive Trace Detection (ETD) 1 per 2 lanes • • • • Non-dedicated 20A, 125V 2-Pole, 3-Wire Grounding NEMA 5-20R Quad or Duplex Receptacle 2 D • 568B jacks on flush plate. • Terminate all data drops in patch panel • Cat5e/6 • The cable length from the termination point in the telecommunications closet to the telecommunications outlet in the work area shall not exceed 90 meters (295 feet) independent of the media type. 9 Cast & Prosthesis Imager (CPI) 1 per checkpoint • • • • Non-dedicated 20A, 125V 2-Pole, 3-Wire Grounding NEMA 5-20R Duplex Receptacle 1 D • 568B jacks on flush plate. • Terminate all data drops in patch panel • Cat5e/6 • The cable length from the termination point in the telecommunications closet to the telecommunications outlet in the work area shall not exceed 90 meters (295 feet) independent of the media type. 10 STSO Podium 1 per Category X & 1 Checkpoints • • • • Non-dedicated 20A, 125V 2-Pole, 3-Wire Grounding NEMA 5-20R Quad or Duplex Receptacle 2 D • 568B jacks on flush plate. • Terminate all data • Cat5e/6 • The cable length from the termination point in the telecommunications closet to the telecommunications outlet in the work area shall not exceed 90 meters (295 feet) independent of the media type. 2009.02.11 REVISION 1 • Connect top of WBI to LCU Monitor in the RVR • 164’ (50m) Cat6 Gigabit Ethernet Cable provided by vendor. drops in patch panel CHECKPOINT DESIGN GUIDE (CDG) 106 4.0 SSCP POWER & DATA 4.2 EQUIPMENT RECEPTACLES Power and data receptacles should be of high quality industrial standard to accommodate high volume traffic through a SSCP. All power/data poke-through devices, pedestals/monuments (surface mounted boxes, i.e. “tombstone”), power poles, fittings, and/or plates must be coordinated with the Airport Authority. Typically, the airport prefers consistency in the type of devices and finish / color of those devices, such as gray, black or brass, between devices at the checkpoint and throughout the rest of the terminal. Exceptions may occur if the AHJ wants to minimize additional core drills at the SSCP or wants to have flexibility to move the SSCP equipment in the future. Confirm with the Airport Authority on whether the distribution needs to match what currently exists at the checkpoint or at the terminal. In addition to receptacle type and finish, the airport will need to approve core drill sizes and locations of electrical trenches. Airports with terrazzo floors are especially particular about their floor being torn up to support SSCP equipment. They may prefer pedestal receptacles which require only a ¾” core drilled hole to support the electrical conduit in lieu of poke-through devices which require a 2” 4” core drilled hole. Existing core drills should be reused if possible when reconfiguring an existing checkpoint. damage or inadvertent contact by equipment, passenger, and/or TSA personnel. The plugs for most SSCP equipment are straight blade EXCEPT for the WTMD, AutoEDS, and IT cabinet where the receptacle needs to be twistlock to prevent power cords from being accidentally disconnected. All data jacks should be flush-mounted with the receptacle housing with no loose wires extending from the receptacle housing. There are three (3) types of TSA-approved electrical distributions for SSCP layouts. In order of preference, TSA would like SSCP equipment to be powered in the following manner unless the Airport Authority states otherwise: • Flush power/data poke-through devices for the floor and nonsurface-mounted devices for the wall • Surface-mounted pedestals/monuments for the floor and wall (“tombstone”) • Power/data poles A power and/or data receptacle should be provided within close proximity to each piece of SSCP equipment. Extension cords for permanently installed equipment are unacceptable if the equipment cord is too short to reach a receptacle. Equipment electrical cords must be secured to the floor with tape, pancake raceway, cord clips, etc. Cords should not be placed across passenger walkways or TSA working paths, nor should they be run underneath anti-fatigue mats where they may become a trip hazard or damaged from traffic. Care must also be taken to ensure that electrical plugs are protected from 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 107 4.0 SSCP POWER & DATA 4.3 RECEPTACLE LOCATIONS Recommended locations of the electrical receptacles for the three (3) types of electrical distribution described in Section 4.2 are indicated on the following pages for each type of SSCP equipment. Figure 4-2 illustrates placement of flush power/data poke-through devices. Figure 4-3 reflects the location of surface-mounted pedestals/ monuments, which is identical to the poke-through locations. Figure 4-4 shows placement of power poles, which varies from the previous two (2) layouts. Poke-through and pedestal receptacles should be positioned in such a way as to avoid trip hazards for both passengers and TSA personnel. For the TRX or AT, the poke-through or pedestal should be centered underneath the egress conveyor approximattely 18” from the X-ray dome. The X-ray dome is approximately 2-3/4” Above Finished Floor (AFF); therefore, pedestals, monuments, devices, or fittings located underneath the X-ray dome will not provide sufficient space to receive a plug. Poke-through and pedestal receptacles for the WTMD can be located adjacent to the TRX or AT receptacle as long as it is a separate circuit. The WTMD cord is 13’-0” long, therefore placement of the receptacle must be coordinated closely with the location of the WTMD. An alternative to this placement is to locate the poke-through, pedestal, or power pole tight to the secure side of the barrier adjacent to the WTMD. All other receptacles are located under or directly adjacent to the equipment they are feeding. ETD receptacles are located under the search tables since there is limited space under the ETD cabinet. Figure 4-2 and Figure 4-3 show an additional duplex receptacle at the end of the AT lane, which is being added for all AT deployment projects. This receptacle is being added to supply power for a future powered roller that is still being developed and not yet ready for installation at the SSCP. Under special circumstances only, an existing core drill located underneath the X-ray dome could be reused by providing a junction box on top of the core drill underneath the X-ray dome and then extending to a pedestal/monument underneath the egress conveyor with rigid or flexible conduit. It is not recommended to locate receptacles for the TRX or AT on the non-secure side of the X-ray under the divest tables, loading table, or infeed rollers. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 108 4.0 SSCP POWER & DATA Figure 4-2 Poke-through Placement for TSA Screening Equipment This graphic is not representative of a typical SSCP layout. It is intended to capture all of the elements one would encounter but not necessarily all at the same time. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 109 4.0 SSCP POWER & DATA Figure 4-3 Pedestal Placement for TSA Screening Equipment This graphic is not representative of a typical SSCP layout. It is intended to capture all of the elements one would encounter but not necessarily all at the same time. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 110 4.0 SSCP POWER & DATA Figure 4-4 Power Pole Placement for TSA Screening Equipment This graphic is not representative of a typical SSCP layout. It is intended to capture all of the elements one would encounter but not necessarily all at the same time. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 111 4.0 SSCP POWER & DATA 4.4 IT CABINET TSA requires at least one IT cabinet be installed within or near each SSCP. Extra large SSCPs may require more than one IT cabinet. These cabinets will receive all data communication lines from the SSCP, so the cabinet should be located as close to the SSCP as possible, but in a secure location. When locating the cabinet, be aware the cabinet has an exhaust fan for cooling and can be loud if co-located in a confined space with TSA or airport personnel. There are three (3) cabinet sizes approved for creating the secure physical environment for the TSA networked equipment: 25U, 32U and 42U. The complete dimensions of the cabinets are shown in Figure 4-5. Equipment racks can be loaded into the cabinet from the front or the back at the location where the cabinet is installed. Although not required, side access would improve rack accessibility and TSA personnel mobility around the cabinet. Figure 4-5 IT Cabinet Specifications 1. Height Width Depth Weight Access Circuit (inches) (inches) (inches) (pounds) (inches) Receptacle Type UPS Amps (kVA) Cord Volts 25u 51.70 23.50 35.50 245.00 30.00 L5-301 120.00 30.00 3.00 6.00 32u 63.50 26.00 42.88 295.00 30.00 L6-301 208.00 30.00 6.00 8.00 42u 81.50 23.50 42.20 359.00 30.00 L6-301 208.00 30.00 6.00 8.00 Unit (feet) Twistlock Receptacle 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 112 4.0 SSCP POWER & DATA 4.5 Hi-SOC High Speed Operational Connectivity (Hi-SOC) is required at all checkpoints. The Hi-SOC program was set up with the intention of connecting all SSCP equipment so that metrics could be accessed from a central area or from a secured website. TSA requires secure internet connectivity with cabling to individual devices. These cables will terminate in the IT cabinets described in Section 4.4 that are located within or near each SSCP. The following general guidelines are recommended for Hi-SOC installation: • All new cable plant installations will employ plenum-rated Cat6 cabling. Augmentation of existing Cat5e cable plants will utilize Cat5e cabling. • TSA HQ IT will provide connectivity to SSCP equipment along with a spare dual drop to support any future requirements or equipment. • TSA HQ IT will provide a patch cable to connect each piece of SSCP equipment to one of the nearest data drops. • Each of the four-pair UTP Cat5E/6 cables serving the same checkpoint will terminate in the IDF on the same numbered port on the appropriate patch panel. For example, cable jack position #1 for Checkpoint #1 will terminate on port #1 of the patch panel. Electric power wiring, radio frequency (RF) sources, large motors and generators, induction heaters, arc welders, etc., should be considered when planning the pathways and spaces for telecommunication cabling as these occurances could affect the transmission of data. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 113 4.0 SSCP POWER & DATA 4.6 SSCP LIGHTING Lighting requirements for a new checkpoint should meet national codes and ideally meet the minimum luminance level of 30 footcandles (fc) as defined by ANSI/IESNA RP-104. In some cases this requirement may be higher when the minimum is set by local building codes. Overhead lighting is typically designed by the airport A&E firm for the entire terminal. Overhead lighting enhancements are not typically evaluated during a checkpoint reconfiguration. Sometimes existing light fixtures need to be relocated due to a change in TSA function or a conflict with an ETP or WBI. New light fixtures should not be added without direction from TSA HQ. Additional lighting may be required for any SSCP that has CCTV cameras to monitor activity. Responsibility for that lighting would typically fall on the group funding and maintaining the CCTV system. Additional information regarding CCTV can be found in Section 4.7. Should it be necessary to install or relocate task lighting for ETD search tables, a standard ETD Task Lighting Material List is available from the Safety Hazard Mitigation Group in the Office of Security Technology (OST). Always determine if there is spare capacity in the electrical panel and spare receptacles before adding any new task lighting. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 114 4.0 SSCP POWER & DATA 4.7 CCTV Cameras are not mandatory at a SSCP but they do increase the public’s sense of security. Cameras deter theft and capture visual records of suspicious activity. They are particularly helpful at unmanned or closed checkpoints. The number of cameras to add will vary depending on the size of the checkpoint, obstructions within the checkpoint, lighting, and the quality of the CCTV system. A sufficient number of cameras should be added to cover each lane, all secondary screening areas, and co-located exit lanes. Cameras should not intrude on passenger privacy by locating them in the WBI Remote Viewing or Private Screening Room. Cameras should be positioned to show the front view of a person’s face and any other identifying characteristics. TSA prefers CCTV design as an extension of an existing security system within the airport; however, a CCTV system may be designed to stand alone at the checkpoint. When CCTV is part of an extended system, the equipment should match the existing hardware in order to minimize maintenance costs and provide operator familiarity. Storage and retrieval of video footage will need to be determined on a site-by-site basis. Often when a CCTV system exists, it is often shared between the airport, the LEO, and local TSA. Refer to TSAs Recommended Security Guidelines for Airport Planning, Design and Construction, Part III for additional information. For CCTV systems that are extensions of existing building systems, a cost reimbursement program may be available through OST. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 115 5.0 SAFETY 5.0 SAFETY SSCPs must not only screen passengers and their carry-on baggage, but do so without compromising the safety of either the passengers or the TSOs conducting the screening. Safety requirements and safetyrelated considerations must be built into the SSCP design from the beginning and should be treated as an integral part of the design process. The standard checkpoint layouts in this document are intended to provide good starting points, but safety Subject Matter Experts (SMEs) should be included in every phase of the design to provide input on concept plans and/or construction drawing packages. Particular safety issues related to equipment or layouts that are likely to arise in the course of SSCP design are discussed within the appropriate sections within this document. However, this document is not intended to provide an exhaustive list of such issues. Safety experts from each discipline should review all available sources of information, such as best practices, Technical Notes, Job Aids, OSHA/ OSHE requirements, and TSO injury data to ensure that the most current knowledge is incorporated into each SSCP design. During SSCP design or reconfiguration, ASHRAE Standards for heating, cooling, and ventilation must be met by the equipment serving the SSCP. Indoor air temperature and relative humidity levels should be maintained at a comfortable level based on the occupancy, size, and exposure of the SSCP. Air quality should be monitored at the checkpoint to prevent the build-up of carbon dioxide from human respiration and to minimize odors. As checkpoints are designed and reconfigured, the Airport Authority may need to rebalance the airport HVAC system and/or evaluate and update the HVAC preventative maintenance procedures. 2009.02.11 REVISION 1 CHECKPOINT DESIGN GUIDE (CDG) 116 6.0 APPENDIX A 6.0 APPENDIX A - SSCP TERMINOLOGY Acronym 1-D 1-to1 Definition One Dimensional One (1) TRX or AT unit for every one (1) WTMD Acronym BVS Cat5e/Cat6 Definition Baggage Viewing Station for AutoEDS Category 5 cable, Category 6 cable Two Dimensional CCTV Closed Circuit Television 2-to-1 Two (2) TRX or AT units for every one (1) WTMD CDG Checkpoint Design Guide ADA Americans with Disabilities Act CPI Cast and Prosthesis Imager A&E Architectural & Engineering CTO Chief Technology Office AFF Above Finished Floor DOT Department of Transportation Assistant Federal Security Director DHS Department of Homeland Security AHJ Authority Having Jurisdiction DSS Diamond Self Select ANSI American National Standards Institute EDS Explosives Detection System ARW Alarm Resolution Workstation for Reveal AutoEDS EFC Enterprise Furniture Consultants, KI Glass provider American Society of Heating, Refrigerating and Air-Conditioning Engineers EMD Enhanced Metal Detectors Advanced Technology X-Ray ETD Explosives Trace Detection Auto Explosives Detection System ETP Explosives Trace Portal Fc Foot-candles, unit of luminance or light intensity FDRS Field Data Recording System for Reveal AutoEDS 2-D AFSD ASHRAE AT AutoEDS BDO BLS 2009.02.11 REVISION 1 Behavior Detection Officer Bottle Liquids Scanner CHECKPOINT DESIGN GUIDE (CDG) 117 6.0 APPENDIX A APPENDIX A - SSCP TERMINOLOGY Acronym Definition Acronym Definition FIS Federal Inspection Service/System LCU FSD Federal Security Director LEO Law Enforcement Officer Fiscal Year MAX Maximum HHMD Hand Held Metal Detoctor MDF Main Distribution Frame Hi-SOC High Speed Operational Connectivity MIN Minimum High Speed Conveyor N3 KI Glass Holding/Wanding Station with a 3’-0” Door and 17” returns; bolted to the floor N3A KI Glass Holding/Wanding Station with a 3’-0” Door and 17” returns; bolted to the floor N4 KI Glass Holding/Wanding Station With a 4’-0” Door and 11” returns; bolted to the floor Illuminating Engineering Society of North America N4A KI Glass Holding/Wanding Station With a 4’-0” Door and 11” returns; bolted to the floor IO Image Operator NEC National Electric Code IOR Image Operator Room for the WBI a.k.a. RRR, RVR NEMA National Electrical Manufacturers Association IT Information Technology NOC Network Operations Center J3 Holding Station With a 3’-0” Door NQR Nuclear Quadropole Resonance J4 Holding Station With a 4’-0” Door O&D Origin and Destination LAGS Liquid and Gels OEM Original Equipment Manufacturer LAN Local Area Network OIB Operational Improvement Branch FY HSC HVAC IDF IESNA 2009.02.11 REVISION 1 Heating, Ventilation and Air Conditioning Intermediate Distribution Frame Lane Control Unit for the L3 ProVision WBI CHECKPOINT DESIGN GUIDE (CDG) 118 6.0 APPENDIX A APPENDIX A - SSCP TERMINOLOGY Acronym Definition Acronym Definition Smiths Heimann, Manufacturer of security screening equipment OSHA Occupational Safety & Health Administration SH OSHE Occupational Safety, Health, & Environment SME Subject Matter Expert OSO Office of Security Operations SOW Scope of Work OST Office of Security Technology SSCP Security Screening Checkpoint PAX Passengers STSO Supervisory Transportation Security Officer (Station or Podium) PC Personal Computer T3 KI Glass Room (6’-6”W x 8’-0”D x 7’-1”H with a 3’-0” Door) used for Private Screening POC Point of Contact TDC Travel Document Checker PWD Passengers with Disabilities TIP Threat Image Projection Requirements Management Advisory Group TRX TIP-Ready X-ray Radio Frequency TSA Transportation Security Administration ReMAG RF ROW Remote Operator Workstation TSA HQ Transportation Security Administration - Headquarters RRR Remote Resolution Room for the WBI a.k.a. IOR, RVR TSO Transportation Security Officer RS Rapiscan, Manufacturer of security screening equipment UPS Uninterruptible Power Supply RVS Remote Viewing Station for Analogic AutoEDS UTP Unshielded Twisted Pair RVR Remote Viewing Room for the WBI a.k.a. IOR, RRR WAP Wireless Access Point S3 KI Glass Room (6’-6”W x 8’-0”D x 8’-4”H with a 3’-0” Door) used as IOR, RRR, RVR WBI Whole Body Imager SF Square Feet 2009.02.11 REVISION 1 WTMD Walk Through Metal Detector CHECKPOINT DESIGN GUIDE (CDG) 119