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reater. UFC 4-141-03 09 December 2024 73 Figure 3-13 Grade 3 Single Utility with Two Utility Inputs Availability at Critical Technical Load 0.999999 1. Availability equations are taken from UFC 3-520-02. Calculator utilizes the "block diagram" model. 2. Availability values are taken from IEEE 493-2007, Table 10-4. UFC 4-141-03 09 December 2024 74 Figure 3-14 Grade 3 Single Utility Source with Single Utility Input Availability at Critical Technical Load 0.999999 1. Availability equations are taken from UFC 3-520-02. Calculator utilizes the "block diagram" model. 2. Availability values are taken from IEEE 493-2007, Table 10-4. UFC 4-141-03 09 December 2024 75 3-7.3.4 Grade 4 Electrical Systems An electrical system that is tolerant to faults or unexpected failures of both mechanical and elect
ng Activity responsible for the document. U.S. ARMY CORPS OF ENGINEERS NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND (Preparing Activity) AIR FORCE CIVIL ENGINEER CENTER Record of Changes (changes are indicated by \1\ ... /1/) Change No. Date Location UFC 4-141-03 09 December 2024 This Page Intentionally Left Blank UFC 4-141-03 09 December 2024 FOREWORD The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides planning, design, construction, sustainment, restoration, and modernization criteria, and applies to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance with USD (AT&L) Memorandum dated 29 May 2002. UFC will be used for all DoD projects and work for other customers where appropriate. All construction outside of the U
at Critical Technical Load 0.999999 1. Availability equations are taken from UFC 3-520-02. Calculator utilizes the "block diagram" model. 2. Availability values are taken from IEEE 493-2007, Table 10-4. UFC 4-141-03 09 December 2024 77 Figure 3-16 Grade 4 2(N+1) (System-Plus-System) Availability at Critical Technical Load 0.999999 1. Availability equations are taken from UFC 3-520-02. Calculator utilizes the "block diagram" model. 2. Availability values are taken from IEEE 493-2007, Table 10-4. UFC 4-141-03 09 December 2024 78 Figure 3-17 Grade 4 xN or Distributed Redundant Availability at Critical Technical Load 0.999999 1. Availability equations are taken from UFC 3-520-02. Calculator utilizes the "block diagram" model. 2. Availability values are taken from IEEE 493-2007, Table 10-4. UFC
ith the installation housing and lodging offices who are responsible for preparedness and recovery activities of installation residents and guests. (T-0) 20 Will setup and operate the EOC IAW the Unified Facilities Criteria (UFC) 4-141- 01, Emergency Operations Center Planning and Design. Note: UFC 4-141-01 is currently rescinded for rewrite but still used as a reference until the new guidance is published. 21 Will coordinate with the Medical Emergency Manager (MEM) and Public Health Emergency Officer (PHEO) to integrate public health emergency management requirements into the installation’s EM program IAW the DoDI 6200.03, Public Health Emergency Management (PHEM) Within the DoD. 22 Must submit an EOC activation notification using the Automated Readiness Information System (ARIS) within 2
). 1 March 2005. UFC 4-021-02. Electronic Security Systems. 1 October 2013. UFC 4-141-04. Emergency Operations Center Planning and Design. 15 July 2008. References-2 TM 3-11.42/MCTP 10-10G/NTTP 3-11.36/DAFTTP 3-2.83 28 July 2021References MARINE CORPS PUBLICATIONS Most U.S. Marine Corps doctrine publications are available at https://homeport.usmc.mil/sites/mcdoctrine/. MCWP 5-10. Marine Corps Planning Process. 10 August 2020. MISCELLANEOUS PUBLICATIONS 6 USC 101. The Homeland Security Act of 2002. https://www.dhs.gov/homeland-security-act-2002. 42 USC. The Public Health and Welfare. https://uscode.house.gov/. 42 USC 5121. The Robert T. Stafford Disaster Relief and Emergency Assistance Act. 23 November 1988. https://www.fema.gov/sites/default/files/2020-03/stafford-act_2019.pdf. APCO-25. Th
t Level Ratio Adjusted to Normalized Ratio Check TONE 1 INFO 5 mph 2” WB 5 3.67 55.41 30 2.5 2.67E-01 2.84E-02 3.35E-02 4.69E-02 1.18 7.5 mph 2” WB 7.5 5.50 141.88 60 2.5 2.92E-01 3.42E-02 4.30E-02 6.02E-02 1.26 10 mph 2” WB 10 7.33 49.80 30 2.5 4.77E-01 9.12E-02 1.04E-01 1.46E-01 1.14 TONE 2 INFO 5 mph 2” WB 5 7.33 55.41 30 5 1.13E-01 2.57E-03 3.03E-03 4.24E-03 1.18 7.5 mph 2” WB 7.5 11.00 141.88 60 5 3.45E-01 2.38E-02 3.00E-02 4.20E-02 1.26 10 mph 2” WB 10 14.67 49.80 30 5 3.72E-01 2.77E-02 3.18E-02 4.45E-02 1.14 TONE 3 INFO 5 mph 2” WB 5 11.00 55.41 30 7.5 2.67E-01 9.50E-03 1.12E-02 1.57E-02 1.18 7.5 mph 2” WB 7.5 16.50 141.88 60 7.5 1.69E-01 3.80E-03 4.78E-03 6.69E-03 1.26 10 mph 2” WB 10 22.00 49.80 30 7.5 2.41E-01 7.77E-03 8.89E-03 1.25E-02 1.14 Source: https://assist.dla.mil -- Down
iting safe wind speed is 0.705, which is slightly higher than the estimated value of 0.67, as shown in Figure 8-5. These preliminary calculations show that this fixed mooring concept could safely secure the ship. Figure 8-12 illustrates the mooring concept in perspective view. Further information on this example is provided in NFESC TR-6004-OCN, Wind Effects on Moored Aircraft Carriers. UFC 4-159-03 12 March 2020 138 Figure 8-8 Efficiency of Ship Moorings Using Synthetic Lines at Piers and Wharves (after NFESC TR-6005-OCN) UFC 4-159-03 12 March 2020 139 Figure 8-9 CVN 68 Wharf Mooring Concept (‘Model 2’) UFC 4-159-03 12 March 2020 140 Figure 8-10 Component Analysis of Mooring Working Capacity UFC 4-159-03 12 March 2020 141 Figure 8-11 Mooring Line Tensions for a CVN 68 Moored at a Wharf wi
ent entity DoD UFC 4-022-03, Security Fences and Gates Any government entity DoD UFC 4-024-01, Security Engineering: Procedures for Designing Airborne Chemical, Biological, and Radiological Protection for Buildings Any government entity DoD UFC 4-025-01, Security Engineering: Waterfront Security Any government entity DoD UFC 4-141-04, Emergency Operations Center Planning and Design Any government entity DoD UFC 3-501-01, Electrical Engineering Any government entity UFC 4-021-02 28 July 2025 127 9-2.4 Space Planning. The ESS designer must interact early to reserve space requirements in a new building (square footage area) for ESS components such as equipment racks, consoles, operator workstations, and administrative workstations. 9-2.5 ESS Site Surveys. Conduct the site survey early in the
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