Appendix_F_-_ATFP.pdf

Appendix F

Appendix F – AT/FP Summary

ATTACHMENT 2

Certification of Force Protection Requirements:

Preparers of this document certify the accuracy and completeness of the Antiterrorism Force Protection features for this project in accordance with the attached completed form(s).

Architect-Engineer Certification of Antiterrorism Force Protection Requirements

(Note: Edit the team members if necessary)

Preparers of this document certify the accuracy and completeness of the Antiterrorism Force Protection features of this project.

Civil Engineer of Record:

XX/XX/XX

Signature Date

Architect of Record:

XX/XX/XX

Signature Date

Structural Engineer of Record:

__________________________________XX/XX/XX_____________

Signature Date

Mechanical Engineer of Record:

________ XX/XX/XX_____________

Signature Date

Electrical Engineer of Record:

____________________________XX/XX/XX____________

Signature Date

Fire Protection Engineer of Record:

_______ XX/XX/XX____________

Signature Date

6 ANGETL 15-01-02 1 May 15

ATFP SUMMARY REPORT

PROJECT TITLE: Replace Vehicle Maintenance Facilities Complex

PROJECT NUMBER: QMSN099104

Design Phase: A2-35%

1. Design Basis Threat Level: VERY LOW

Project Scope of Work:

The 129th Rescue Wing supports a rescue mission using four PAA of C-130 and six HH-60 aircraft and requires a properly sized and configured vehicle maintenance space in which to train assigned personnel as well as perform repair, scheduled maintenance and upkeep of military vehicles. Functional areas include repair bays large enough to accommodate assigned vehicles to include refueling vehicles, battery shop, administration, training classroom and covered storage for vehicles, parts and tools.

The project includes constructing 8,800 Square Feet (SF) of new building containing approximately 2,200 SF of Administrative offices, training room, and restrooms. The remaining 6,600 SF of building will contain maintenance bays for the repair and maintenance of military vehicles. The maximum construction cost (MCC) is $5,655,000. According to 1-8.1 of UFC 4-010-01, these standards apply to all DoD inhabited buildings. Compliance is mandatory for all new construction.

The total planned occupancy of the building is 23 which includes 10 people in the Administrative area and 13 people in the maintenance bays. The occupant density in the Administrative area is 1 person per 223 SF which exceeds 1 per 430 SF. Therefore to ensure flexibility of this space for administrative use, it is assumed that it may contain 11 or more people. Based on the criteria (UFC 4-010-01 definition of Inhabited Building), this area of the building will be classified as an Inhabited Building for AT/FP. The occupant density in the Maintenance bays of the building is 1 person per 508 SF which is less than 1 per 430 SF. Based on the criteria (UFC 4-010-01 definition of Low Occupancy Building) this area will be classified as a Low Occupancy building.

Per UFC 4-010-01 Standard 2-4.10, buildings that do not meet the criteria for Primary Gathering buildings may be separated into inhabited buildings and low occupancy buildings as long as the specific provisions of UFC 4-010-01 Appendix B have been applied. As described in UFC 4-010-01 Standard 7, B-2.2.2 the superstructure for low occupancy portions of inhabited buildings are required to be structurally independent from the inhabited portion of the building.

2. Applicable Explosive Weight: II

The inhabited portion of the building is approximately 335-feet inside the controlled perimeter. Since the distance to the controlled perimeter is greater than 200-feet (UFC 4-010-01 2-4.7), only Explosive Weight II will be used in the design of the windows and doors.

3. Level of Protection: Very Low

4. Applicable Standards:

4.1. UFC 4-010-01 (1 October 2013):

4.1.1. Are these standards adequate? YES

The Vehicle Maintenance Facility is classified as an Inhabited Building / Low Occupancy Building.

4.2. UFC 4-020-01 (11 September 2008):

4.2.1. Are additional measures required? NO

APPENDIX B: DoD MINIMUM ANTI-TERRORISM STANDARDS FOR NEW AND EXISTING

BUILDINGS:

B-1 SITE PLANNING:

B-1.1 Standard 1. Standoff Distances

B-1.1.1 Conventional Construction Standoff Distance: The inhabited portion of the building will be constructed with Load Bearing Reinforced CMU (Masonry) walls using a combination of CMU veneer and Metal Wall panels for finish. The CCSD for this wall type is 30-feet (UFC 4-010-01 Table B-2).

B-1.1.2 Minimum Standoff Distances: The minimum standoff distance required for an inhabited building from parking and roadways within a Controlled Perimeter is 13-feet (UFC 4-010-01 Table B-1).

The standoff distance from the inhabited portion of the building to parking and roadways will be greater than 13-feet.

B-1.1.3 Distances Between Conventional and Minimum Standoff Distances: CCSD will provided.

B-1.1.4 Inhabited Buildings Partially Exempt from Standard 1: This Administrative portion of the building is Inhabited, but is not exempt from Standard 1. The Low Occupancy portion of the building is exempt from the standards.

B-1.1.5 Controlled Perimeter Standoff Distance: The shortest distance from this building to the controlled perimeter fencing is 335 feet. The CCSD for this construction to the controlled perimeter is 86 feet. Thus the building is located much further than CCSD from the controlled perimeter.

B-1.1.6.1 New Buildings: The minimum standoff distance required for an inhabited building from parking and roadways within a Controlled Perimeter is 13-feet (UFC 4-010-01 Table B-1). The standoff distance from the inhabited portion of the building to parking and roadways will be greater than 13-feet.

B-1.1.6.2 Existing Buildings: None. This building is a new building.

B-1.1.7 Adjacent Underground Parking: No underground parking exists at this facility.

B-1.1.8 Parking of Emergency, Command, and Operations Support Vehicles: The minimum standoff distance required for an inhabited building from parking and roadways within a Controlled Perimeter is 13-feet (UFC 4-010-01 Table B-1). The standoff distance from the inhabited portion of the building to parking and roadways will be greater than 13-feet.

B-1.1.9 Parking of Vehicles Undergoing Maintenance: Vehicle maintenance is the primary function of this building.

B-1.1.10 Parking of Mobile Ground Tactical Platforms: Operational requirements do not require parking for mobile ground tactical platforms.

B-1.1.11 Parking for Handicapped Personnel: Accessible parking and all other types of parking are to be outside the required standoffs.

B-1.1.12 Parking and Roadway Projects: This is not a parking or roadway project.

B-1.1.13 Standoff to Entry Control Facilities/Access Control Points: The distance to the entry control facility is in excess of the distance to the controlled perimeter. The shortest distance from this building to the controlled perimeter fencing is 335 feet. The CCSD for this construction to the controlled perimeter is 86 feet. Thus the building is located much further than CCSD from the Entry Control Facility.

B-1.1.14 Location of Trash Containers: Trash containers are located approximately 142 feet from the inhabited portion of the building. The CCSD for trash containers is 30 feet.

B-1.1.15 Adjacent Existing Buildings: This is a new building. New roadways and parking does not encroach on existing building standoff distances.

B-1.1.16 Parking Structures: There are no parking structures within the CCSD.

B-1.2 Standard 2. Unobstructed Space: The unobstructed space distance is equal to CCSD to roadways and parking within a controlled perimeter. Further reference to CCSD in this section means CCSD to roadways and parking.

B-1.2.1 Controlled Parking: This is a new building.

B-1.2.2 Electrical and Mechanical Equipment: Mechanical or electrical equipment, if located on the ground, will limit opportunity for concealment of explosives as required by this standard.

B-1.2.3 Equipment and Trash Container Enclosures: Trash containers are located approximately 142 feet from the inhabited portion of the building. The CCSD for trash containers is 13 feet. Screens around trash containers will be only on two sides.

B-1.2.4 Fuel Tanks: None.

B-1.2.5 Parking within Unobstructed Spaces: No parking will be allowed within the unobstructed space.

B-1.2.6 Adjacent Existing Buildings: This requirement applies to buildings that are not required to meet these standards. This building is required to meet these standards, thus this section is not applicable. Furthermore there are no unobstructed spaces within the CCSD and none will be created by this project.

B-1.2.7 Adjacent Uncontrolled Public Space: There are no adjacent uncontrolled public spaces near this building.

B-1.3 Standard 3. Drive-Up / Drop-Off Areas

B-1.3.1 Marking: No drive-up/drop-off area

B-1.3.2 Unattended Vehicles: No drive-up/drop-off area

B-1.3.3 Location: No drive-up/drop-off area

B-1.4 Standard 4. Access Roads: The access point to the new building will be from the newly constructed Santos road. The entrance roads to the site are outside of the standoff distance requirement and access to the maintenance yard will be controlled.

B-1.5 Standard 5. Parking Beneath Buildings or on Rooftops: There is no parking beneath the building or on the roof of This building.

B-1.5.1 Access Control: There is no parking beneath or on the rooftop of the building.

B-1.5.2 Structural Elements: There is no parking beneath or on the rooftop of the building.

B-2 STRUCTURAL DESIGN

B-2.1 Standard 6. Progressive Collapse Resistance: This building is below the 3 story requirement.

B-2.1.1 Progressive Collapse Avoidance Design Requirements: This building is below the 3 story requirement.

B-2.1.2 Uncontrolled Public Access: This building is below the 3 story requirement.

B-2.2 Standard 7. Structural Isolation

B-2.2.1 Building Additions: This is a new building. There are no building additions in the project scope.

B-2.2.2 Portions of Buildings: The Low Occupancy portion of this building will be designed to be structurally independent of the Inhabited Portion of the building.

B-2.2.3 Standard 8. Building Overhangs and Breezeways: The building has no overhangs, entry canopy/overhangs, or breezeways with inhabited spaces above them.

B-2.2.4 Parking and Roadway Restrictions: There are no parking or roadways below overhangs or breezeways.

B-2.2.5 Building Elements: This building has no overhangs nor breezeways.

B-2.3 Standard 9. Exterior Masonry Walls

B-2.3.1 New Buildings: The inhabited portion of this building will be constructed using reinforced masonry complying with the standards listed.

B-2.3.2 Existing Buildings: N/A - This is a new building.

B-3 ARCHITECTURAL DESIGN

B-3.1 Standard 10. Windows and Skylights: Per UFC 4-010-01 Explosive weight to be considered: EW II Standoff distance: 40 FT Standoff distance to controlled perimeter: Distance to controlled perimeter is approximately 335 FT which exceeds 200 FT.

B-3.1.1 Dynamic Analysis: Not required unless window supplier chooses to provide as part of their glazing submittal in lieu of B-3.1.3 – standoffs exceed 40 FT

B-3.1.2 Testing: Not required unless window supplier chooses to provide as part of their glazing submittal in lieu of B-3.1.3.

B-3.1.3 ASTM F2248 Design Approach for Laminated Glass Glazing Systems: Required minimum 0.030 inch laminated interlayer glazing to be specified, with required glazing bite and/or structural glazing and in conformance with ASTM E1300.

B-3.1.3.1 Glazing: Per ASTM F2248.

B-3.1.3.2 Frames: Aluminum frames reinforced to resist blast loads and anchored to perimeter opening designed to retain frame blast load.

B-3.1.3.3 Glazing Frame Bite: Per ASTM F2248.

B-3.1.3.4 Connection Design: Per ASTM F2248 and fastener / spacing as designed by window supplier to anchor to framed opening elements.

B-3.1.4 Static Design of Supporting Structural Elements: In order to retain the window frame in the wall, CMU wall jambs will be designed for blast at the applicable standoff distance and charge weight.

B-3.1.4.1 Static Design of Wall and Roof Elements: See B-3.1.4.

B-3.1.4.2 Reactions for Static Design: See B-3.1.4.

B-3.1.5 Skylights: No skylights in the building.

B-3.1.6 Window and Skylight Replacement Projects: N/A – This is a new building.

B-3.1.7 Buildings Partially Exempt from Standard 1: The Maintenance bays portion of the building are

Low Occupancy spaces. As such, they are partially exempt from Standard 1. The windows in this portion of the building will be designed in accordance with UFC 4-010-01 B-3.1.7.

B-3.1.8 Alternative Window Treatments: None.

B-3.1.9 Exterior Stairwells and Covered or Enclosed Walkways: This building does not have exterior stairwells or covered or enclosed walkways.

B-3.2 Standard 11. Building Entrance Layout

B-3.2.1 New Buildings: The building is oriented with the entrances perpendicular to the controlled perimeter.

B-3.2.2 Existing Buildings: N/A – This is a new building.

B-3.2.3 Entries with Multiple Sightlines: See B-3.2.1.

B-3.3 Standard 12. Exterior Doors: Per UFC 4-010-01

Explosive weight to be considered: EW II Standoff distance: 40 FT Standoff distance to controlled perimeter: Distance to controlled perimeter is approximately 335 FT which exceeds 200 FT.

B-3.3.1 Unglazed Doors: Per ASTM F2247

B-3.3.2 Glazed Doors: Same as windows.

B-3.3.3 Alternative Designs: N/A

B-3.3.4 Vestibules or Foyers: N/A - Building does not contain a vestibule or foyer.

B-3.3.5 Inhabited Buildings Partially Exempt from Standard 1: N/A.

B-3.3.6 Overhead Doors: Overhead doors only open to low occupancy spaces and this building is located within a controlled perimeter.

B-3.4 Standard 13. Mail Rooms and Loading Docks: There are no mail rooms or loading docks at this facility.

B-3.5 Standard 14. Roof Access: All roof access, if needed, will be internal to the building.

B-3.6 Standard 15. Overhead Mounted Architectural Features: Any overhead-mounted features weighing more than 31 pounds will be required to meet this section of the standard.

B-4 ELECTRICAL AND MECHANICAL DESIGN

B-4.1 Standard 16. Air Intakes

B-4.1.1 New Buildings: All intakes will be mounted a minimum of 10 FT above grade.

B-4.1.2 Existing Buildings: N/A - This building is a new building.

B-4.1.3 HVAC Replacements and Upgrades: N/A - This building is a new building.

B-4.1.4 Interior Walls and Doors in Equipment Rooms: N/A - All mechanical equipment will be located within the Low Occupancy portion of this building.

B-4.2 Standard 17. Mail Room and Loading Dock Ventilation: No public mail receiving room or loading docks are part of this facility.

B-4.3 Standard 18. Emergency Air Distribution Shutoff: Emergency HVAC & exhaust shutoff switch will be provided that also closes all dampers (low leakage of 3 cfm/sf). Switch will be located in a location accessible to occupants, labeled and of a different color than the fire alarm system. Travel distance to the shutoff switch will not exceed 200 FT.

B-4.3.1 Outside Air Intakes, Relief Air & Exhausts: All outside air intakes, relief openings, and exhaust openings will have low leakage dampers which will automatically close when the emergency air distribution shutoff switch is activated.

B-4.3.2 Critical Areas: No critical areas exist at this facility.

B-4.3.3 Fan Coil Unit Heaters and Air Conditioners: N/A.

B-4.3.4 HVAC Replacements and Upgrades: N/A - This building is a new building.

B-4.4 Standard 19. Equipment Bracing: All equipment weighing more than 31 pounds will be required to meet the provisions of this section.

B-4.5 Standard 20. Under Building Access: No under building access exists at this building.

B-4.6 Standard 21. Mass Notification System: A mass notification system for this building will be provided in accordance with this section.