PART 6 ATTACHMENT G_DoD Minimum Antiterrorism Standards Checklist.pdf

REVIEW AND CERTIFICATION

FOR

DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

CHECKLIST

Instructions: The information outlined in this document shall be used to provide the minimum requirement for development of DOD Minimum Antiterrorism Standards for Buildings submittals for all building projects. Additional and supplemental information may be used to further develop the review.

Insert N/A after criteria, which may be “not applicable”. Provide this checklist with certification signatures in the project Design Analysis at each submittal.

Applicable Standards: UFC 4-010-01 Chapter 1-2

Project Name: (Fill In Project Name)

Applicability: The DoD Minimum Antiterrorism Standards for Buildings apply to this project.

A. New Construction This project consists of new construction.

Primary Gathering Billeting Inhabited Low Occupancy Expeditionary Temporary

B. Existing Building

Cost exceeds 50% of Replacement Cost Cost less than 50% of Replacement Cost

Primary Gathering Billeting Inhabited Low Occupancy Expeditionary Temporary

C. Building Addition

50% or more of the Gross Area Less than 50% of the Gross Area

D. Leased Building

E. Expeditionary & Temporary Structures

Has Appendix D requirements been incorporated?

F. National Guard Building

G. Tenant Bldgs. on DOD Installations

H. Exempt

Site Planning:

1. Standard 1 – Standoff Distance

Appendix B-1.1 & Table B-1

Controlled Perimeter or Parking and Roadways w/o Controlled Perimeter o Primary Gathering – 148 Feet o Billeting – 148 Feet o Inhabited – 82 Feet

Parking and Roadways within a Controlled Perimeter o Primary Gathering – 82 Feet o Billeting – 82 Feet o Inhabited – 33 Feet

Trash Containers o Primary Gathering – 82 Feet o Billeting – 82 Feet o Inhabited – 33 Feet

Parking of Emergency, Command, and Operations Support Vehicles o Is parking of vehicles required?

o Have the conditions for parking vehicles been met?

Parking of Vehicles Undergoing Maintenance o Is parking of vehicles required?

o Have the conditions for parking vehicles been met?

New Parking and Roadway projects o Does new parking and road location meet minimum standoff distance requirements from existing buildings?

2. Standard 2 – Unobstructed Space Appendix B-1.2

Are there any obstructions within 33 Feet of the building that is 6 inches or greater in height?

Are packages within the 33 foot distance observable by building occupants?

Is Electrical and Mechanical Equipment 33 Feet or greater from the building?

Equipment Enclosures:

o Are walls or screening devices more than two sides?

o If “yes” has a four sided enclosure w/ a top been provided?

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

Are drive-up or drop-off areas, or drive-through lanes near building required?

o If “yes” are the areas or lanes clearly defined and marked to to prevent parking in those areas?

o Are drive-up or drop-off areas, or drive-through lanes not located under inhabited portion of bldg?

4. Standard 4 – Access Roads

Appendix B-1.4

Have access control measures been provided on access roads required for the operation of the building?

5. Standard 5 – Parking Beneath Buildings or on Rooftops Appendix B-1.5 & UFC 4-023-03

Is parking beneath the building or on roof top required?

o If “yes” has access control Measures been provided?

o Are floors beneath or roofs above inhabited areas designed to prevent progressive collapse?

6. Appendix C – Recommended Additional Measures

Appendix C-1.1 thru C-1.10

Has recommendations 1 thru 10 been considered?

o 1 – Vehicle Access Points?

o 2 – High-speed Vehicle

Approaches?

o 3 – Vantage Points?

o 4 – Drive-up / Drop Off?

o 5 – Building Location?

o 6 – Railroad Location?

o 7 – Access Control for Family

Housing?

o 8 – Standoff for Family Housing?

o 9 – Minimize Secondary Debris?

o 10 – Building Separation?

Structural:

7. Standard 6 – Progressive Collapse Avoidance

Appendix B-2.1 & UFC 4-023-03

Is building 3 or more stories?

(NOTE: Basements are considered a story if one or more walls are exposed.)

If “yes” are walls, columns, and floors in accordance with UFC 4-023-03, Design of Buildings to Resist Progressive Collapse?

8. Standard 7 – Structural Isolation

Appendix B-2.2

Is new building addition structural system independent from the adjacent adjacent existing building?

Is inhabited portion of new building structurally independent from the uninhabited portion of the building?

9. Standard 8 – Building Overhangs

Appendix B-2.3

Does building have overhangs with inhabited spaces above them?

o If “yes” insure that there are no roadways or parking areas under the overhangs.

o If “yes” insure that floors beneath inhabited areas are in accordance with UFC 4-023-03, Design of Buildings to Resist Progressive Collapse.

o If “yes” insure that superstructure is in accordance with UFC 4-023-03, Design of Buildings to Resist Progressive Collapse.

10. Standard 9 – Exterior Masonry Walls

Appendix B-2.4

Is masonry wall in new building reinforced with required minimum enforcement?

Has mitigating measures been provided for masonry wall in existing building that provides an equivalent level of protection?

11. Appendix C – Recommended Additional Measures

Appendix C-2.1

Has recommendation 11 been considered?

11 – Structural Redundanct?

12. Other Structural Requirements

Has structural requirements related to windows been considered?

(See Architectural Standard 10) o Yes o No

Architectural:

13. Standard 10 – Windows and Skylights

Appendix B-3.1 & UFC 4-011-02

Has required thickness of exterior glazing be determined using Tables B-2 & B-3?

Do window frames, anchorages, and supporting elements meet required minimum level of protection for the following?

o Frame Member Design o Glazing Frame Bite o Frame Connection to Wall o Supporting Structural Elements

14. Standard 11 – Building Entrance Layout

Appendix B-3.2

Does building main entrance face away from the installation perimeter or other uncontrolled vantage point?

o If “no” provide means to screen Lines of site.

15. Standard 12 – Exterior Doors

Appendix B-3.3

Do all exterior doors from inhabited areas open outwards?

Does glazing in doors meet

Provisions of Standard 10 above?

16. Standard 13 – Mailrooms Appendix B-3.4 & B-4.2

Is mailroom located on the exterior perimeter of the building?

Is mailroom located as far away from heavily populated areas as possible?

Is mailroom sealed between its envelope and other portions of the building in which it is located?

o Does mailroom have a hard ceiling or does mailroom walls extend full height and are sealed to underside of structure above?

o Does mailroom door have weather stripping on all four edges?

17. Standard 14 – Roof Access Appendix B-3.5

Are external roof access points controlled?

18. Standard 15 – Overhead Mounted Architectural Features

Appendix B-3.6

Are overhead mounted features weighing 31 lbs. or more mounted to minimize falling and injuring building occupants?

Are these items mounted to resist forces of 0.5 times the component weight in any direction and 1.5 times the component weight in the downward direction?

19. Appendix C – Recommended Additional Measures

Appendix C-2.2 thru C-2.7

Has recommendations 12 thru 17 been considered?

o 12 – Internal Circulation?

o 13 – Visitor Control?

o 14 – Asset Location?

o 15 – Room Layout?

o 16 – External Hallways?

o 17 – Windows?

Mechanical and Electrical:

20. Standard 16 – Air Intakes

Appendix B-4.1

Are all air intakes a minimum of 10 feet above the ground?

21. Standard 17 – Mailroom Ventilation

Appendix B-4.2 & DOD Security Engineering Design Manual

Does mailroom have separate dedicated air ventilation system?

Is dedicated exhaust system to maintain slight negative air pressure provided?

Has outside air intakes and exhausts With low leakage isolation dampers been provided?

Has separate switches or methods of control to isolate mailroom been provided?

22. Standard 18 – Emergency Air Distribution Shutoff Appendix B-4.3

Has Emergency shutoff switch in HVAC control system been provided?

Is switch(es) easily accessible to building occupants?

23. Standard 19 – Utility Distribution and Installation

Appendix B-4.4

Are critical or fragile utilities routed so they are not located on exterior walls or on walls shared with mailrooms?

If redundant utilities are required are they routed so they are not collocated or are not run in same chases?

If emergency backup systems are required are they located away from the system components for which they provide backup?

24. Standard 20 – Equipment Bracing

Appendix B-4.5

Are overhead mounted features weighing 31 lbs. or more located to minimize falling and injuring building occupants?

Are these items mounted to resist forces of 0.5 times the component weight in any direction and 1.5 times the component weight in the downward direction?

25. Standard 21 – Under Building Access

Appendix B-4.6

Are accesses to crawl spaces, utility tunnels, and other means of under building access controlled?

26. Standard 22 – Mass Notification

Appendix B-4.7 & UFC 4-021-01

Has a mass notification system been provided in the new building?

If required the design must comply with Standard 22. The MNS must integrate with existing Base MNS. Point of Contact: Provost Marshal Office, Physical Security Section, Mr. Zack parks at (910) 451-5810.

Has a mass notification system been provided in existing primary gathering, billeting, and high occupancy family housing buildings?

If required the design must comply with Standard 22. The MNS must integrate with existing Base MNS. Point of Contact: Provost Marshal Office, Physical Security Section, Mr. Zack parks at (910) 451-5810.

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).

This Review and Certification for DoD Minimum Antiterrorism Standards for Buildings Checklist was completed on the following date:

INTERIM or PRELIMINARY DESIGN (Fill In Project Name)

Architect-Engineer Certification of Antiterrorism Standards

(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:

Signature Date

Architect of Record:

Signature Date

Structural Engineer of Record:

Signature Date

Mechanical Engineer of Record:

Signature Date

Electrical Engineer of Record:

Signature Date

CAMP LEJEUNE, NORTH CAROLINA

ANTITERRORISM STANDARDS REVIEW

for (Fill in Project Name)

INTERIM or PRELIMINARY DESIGN

Review and Certification for Minimum Antiterrorism Standards for Buildings Checklist has been completed and is attached. The Antiterrorism Force Protection review, and related design analysis documentation have been checked and approved by the in-house design team.

Project Design Team Leader Signature Date

Antiterrorism Force Protection Team:

Civil Team Member Signature Date

Architectural Team Member Signature Date

Structural Team Member Signature Date

Mechanical Team Member Signature Date

Electrical Team Member Signature Date

CAMP LEJEUNE, NORTH CAROLINA

ANTITERRORISM STANDARDS REVIEW

for (Fill in Project Name)

FINAL DESIGN

The project specific Review and Certification for Minimum Antiterrorism Standards for Buildings Checklist has been completed and is attached. The construction contract plans, specifications, and related design analysis documentation have been checked and approved for accuracy and coordination.

Project Design Team Leader Signature Date Camp Lejeune Antiterrorism Officer Signature: Date