Specifications_7May15.pdf

CCOOMMMMOONN MMIISSSSIIOONN CCOONNTTRROOLL CCEENNTTEERR

BEALE AIR FORCE BASE, CA

SPECIFICATION NO.: 1983

DRAWING FILE NO.: 131-25-1386

US Army Corps of Engineers Sacramento District

APRIL 2015

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited.

TABLE OF CONTENTS

ATTACHMENTS:

ATTACHMENT NO. 1 – NOT USED

ATTACHMENT NO. 2 – NOT USED

ATTACHMENT NO. 3 – NOT USED

ATTACHMENT NO. 4 – CONTRACTOR PREPARED AS-BUILTS

ATTACHMENT NO. 5 – MILCON PROJECT CLOSEOUT (REDZONE MEETING)

ATTACHMENT NO. 6 – CONSTRUCTION SECURITY PLAN

ATTACHMENT NO. 7 – TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND MANAGEMENT

OF SENSITIVE COMPARTMENTED INFORMATION FACILITIES

TECHNICAL SPECIFICATIONS:

DIVISION 01 - GENERAL REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

DIVISION 03 - CONCRETE

DIVISION 04 - MASONRY

DIVISION 05 - METALS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

DIVISION 08 - OPENINGS

DIVISION 09 - FINISHES

DIVISION 10 - SPECIALTIES

DIVISION 12 - FURNISHINGS

DIVISION 14 - CONVEYING EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

DIVISION 22 - PLUMBING

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

DIVISION 26 - ELECTRICAL

DIVISION 27 - COMMUNICATIONS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

DIVISION 31 - EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

DIVISION 33 - UTILITIES

DRAWINGS:

GENERAL

CIVIL

LANDSCAPE

STRUCTURAL

ARCHITECTURAL

INTERIOR DESIGN

FIRE PROTECTION

FIRE ALARM

PLUMBING

MECHANICAL

ELECTRICAL

TELECOMMUNICATIONS

ATTACHMENTS

ATTACHMENT NO. 1

NOT USED

ATTACHMENT NO. 2

ATTACHMENT NO. 3

ATTACHMENT NO. 4

CONTRACTOR PREPAIRED AS-BUILTS

Preparing As-Built Drawings INSP05L0.DOC Effective 09/13/04 Rev 1

Preparing As-Built Drawings

Scope

This instruction covers preparing high-quality As-Built drawings to show changes made to the project during construction. As-Built drawings are an official record of the project at the time of construction completion. The original "as-designed" contract drawings and specifications are modified to show all additions, deletions and other changes made during construction. Accurate as-built drawings are very important for project operation and maintenance, and future modifications, particularly for plumbing and electrical systems, which are hidden from view.

References − CADD/GIS Technology Center Architectural, Engineering, and Construction

(A/E/C) CADD Standards[http://tsc.wes.army.mil/products/standards/aec/intro.asp]

Definitions.

See the Glossary of Engineering Quality System Terms and Acronyms [REFQ10L0], for definitions.

Contractor Markups - Drawings that are marked and annotated to show the project As-Built and constructed by the contractor. They are part of the working as-built set.

As-Built Drawings - The amended "As-designed" drawings revised to show the project as the contractor built and constructed it. The revisions from Contractor Markups and field inspection notes are transferred to the Final as-built set of drawings. The final as-built drawings include modifications during construction, field requested changes, shop drawing modifications, and contractor designs.

As-Constructed Drawings - These are As-Built Drawings for Civil Works Projects. The term As-Built used in these instructions is synonymous.

Working As-Built

The Contractor shall maintain 2 sets of paper drawings and specifications (marked-up prints) to track changes, additions or deletions from the original design during construction. Working as-built drawings shall be kept current on a weekly basis and at least one paper set of as-built drawings shall be available on the jobsite at all times.

Areas of Concern

There are some general items that need some special checking to ensure that the marked-up prints are complete and accurate. The working as-built shall show, but shall not be limited to, the following:

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division http://tsc.wes.army.mil/products/standards/aec/intro.asp http://iso9000.spk.usace.army.mil/docs/REFQ10L0.pdf

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(1) The actual location, kinds and sizes of all of existing and new utility lines, especially underground lines within the construction area. Measurements will be shown for all change of direction points and all surface or underground components such as valves, manholes, drop inlets, clean outs, meters, etc. The descriptions of exterior utilities shall include the actual quantity, size, and material of the utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, the as-built drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction. Valves, splice boxes and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

(2) The location and dimensions of any changes within the building structure.

(3) Layout and schematic drawings of electrical circuits and piping.

(4) Correct dimensions and details transferred from shop drawings.

(5) Correct grade, elevations, cross section, or alignment of roads, earthwork, structures or utilities if any changes were made from contract plans.

(6) Actual location of anchors, construction and control joints, etc., in concrete.

(7) Changes in location of equipment and architectural features.

(8) Where contract drawings or specifications present options, only the option selected for construction shall be shown on the final as-built prints. Cross out such words and phrases as "optimal requirement," "or equal," etc., and list specifically the items of material provided.

(9) Unusual or uncharted obstructions that are encountered in the contract work area during construction.

(10) Location, extent, thickness, and size of stone protection particularly where it will be normally submerged by water.

(11) Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor; including but not limited to fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

(12) The topography, invert elevations and grades of drainage installed or affected as part of the project construction.

(13) If borrow material for this project is from sources on Government property, or if Government property is used as a spoil area, the Contractor shall furnish a contour map of the final borrow pit/spoil area elevations.

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Rev 1

(14) Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler, and irrigation systems

(15) Changes or modifications that result from the final inspection.

Mark-up Guidelines

The following information is provided to improve the quality of the marked-up prints and thereby facilitate preparation of final as-built drawings. The most important guideline is that the marked-up changes on the prints shall be complete and understandable. Visits to the site by the draftsperson, or visits to the draftsperson by the construction superintendent, can be minimized by providing complete and understandable marked-up prints.

(1) Frequently use written explanations on As-Built drawings to describe changes - do not rely totally on graphic means to convey the revision.

(2) Legibility of lettering and digit values shall be precise and clear when marking prints, and clarify ambiguities concerning the nature and application of change involved.

(3) Wherever a revision is made, make changes to affect related section views, details, legend, profiles, plans and elevation views, schedules, notes and call-out designations, and mark accordingly to avoid conflicting data on all other sheets.

(4) When changes are made, cross out all features, data and captions that relate to that revision.

(5) When changes are required on small-scale drawings and in restricted areas, suggest large-scale inserts be drawn or sketched, with leaders to the location where applicable.

(6) Provide a legend if colors other than the "base" colors of red, green, and blue are used.

Be sure descriptive markings conform to legend symbols shown.

(7) Be sure to add and denote in legend, any additional equipment or material facilities, service lines, etc., incorporated under As-Built Revision if not already shown in legend.

(8) When attached prints (or sketches) are provided with marked-up print, indicate whether:

a. Entire drawing shall be added to contract drawings or

b. Whether the contract drawings shall be changed to agree, or

c. For reference only to further details not required for initial design.

(9) Make the comments on the drawing complete without reference to letters, memo's, or materials that are not also a part of the As-Built. Annotating the drawing, “Per Change Order #42,” means nothing when the actual change order states, “added an additional 12 duplex” outlets or similar statements. The same is true when the drawing is marked, Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

“changed per COE instructions.” This office and ultimately the using organizations must know what was changed, how it was changed, where the items(s) were relocated to and how the affected connections were altered. Change Orders usually do not provide information as to how the facility was changed, only what was changed.

(10) The markups shall be accomplished on blue or black line prints of the most current originals.

(11) Shop drawings are to be incorporated into the As-Built drawings. They will be provided in electronic CADD file format and conform to the Sacramento District CADD Standards and the A/E/C CADD Standards. Hand drawn or plotted paper shop drawings will not be accepted as submittals.

The hand drawn or plotted paper shop drawings are not usable as original drawings for several reasons.

a. The "shop drawings" are not reproducible in blue line form.

b. The drawings are not of an adequate scale or are drawn to no scale and are not transferable to the CORPS drawings due to lack of information.

c. The limited numbers of reproducible shop drawings that have been received have not been on the Corps of Engineers standard sheets sizes making it difficult to convert these drawings to standard COE drawings.

Any drawing provided by non-COE sources will be drawn in CADD. Sheets shall be drawn at the same scale as similar drawings in the set (example: Fire alarm systems shall be drawn to the same scale as the plumbing or electrical drawings). The drawing shall meet the same standards required for the rest of the drawings set. Sheet number, detail number, etc shall tie details and sketches to existing drawings.

FINAL AS-BUILT DRAWINGS

The contractor will transfer the changes from the working as-built marked prints to the original electronic CADD files. Final as-built drawings shall be prepared after the completion of each definable feature of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural Steel, etc., as appropriate for the project). The Resident Engineer and the Contractor will jointly review the working as-built marked prints, printouts from working as-built CADD file drawings, and final as-built drawings for accuracy and completeness, prior to submission of each monthly pay estimate. Monthly review of working as-built CADD printouts shall at minimum cover all sheets revised since the previous review.

DRAFTING STANDARDS

The Corps requires that standard professional engineering drafting practices be utilized in correcting the original electronic CADD drawings to show as-built conditions. In general, the letter styles, line thickness, and scale will be the same as the original drawings. When shop drawings or other sheets are added, they will be drawn in electronic CADD.

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

CADD Standards: File Naming Convention will be maintained on all existing CADD files and followed for any new files added. The Contractor shall revise CADD files as-built drawing layers, to show the as-built conditions during the prosecution of the project. All as-built “triangle” changes shall be on a separate single layer, using a single color, with an associated medium pen width.

• Name the layer AS-BUILT for AutoCAD files (DWG).

• MicroStation files (DGN) use:

− Level #63 − Level/Layer Name contains: ANNO-REVS − Level/Layer Description: Revisions

The following specific requirements apply to the preparation of as-built drawings:

The Title Sheet (first sheet): The first sheet will be labeled with the word AS-BUILT. The words CONTRACT NUMBER and the actual contract number will be entered as shown on attachment

1. The contract number contains the Fiscal Year, the letter C (for construction), and the sequence number (example: 96-C-0000). No other work need be done on this sheet unless sheets are being added or deleted from the List of Drawings or other actual changes are made on this sheet. (See Attachment 1.)

The second and subsequent sheets: All the sheets following the title sheet will be labeled with the AS-BUILT stamp. (See Attachment 2.)

Signature representation (CADD files only): All signatures that appear on the approved original design drawings need to be represented on all the electronic as-built files. The format for these are /s/Name (i.e. /s/Raymond Dennis). The only name that does not require the /s/ is the District Commander’s name that appears only on the cover sheet (the title sheet). (See Attachments 1 & 2.)

Revisions Block entries: Those sheets, which have no changes, will only be labeled AS-BUILT as described above. Those sheets which have changes shown on them will have REVISED AS-BUILT entered in the first available space. This will be revision one and a number 1 will be entered in the triangle at the beginning of that line. In the event the sheet has already been revised and a number and revision appear in the revision lines the next sequential number will be used. Normally the first entry is made in the first line. The completed originals CADD file drawings will be reviewed for accuracy and initialed by the Contractor. (See Attachments 2 & 3.)

Marking Revisions: Place an equilateral triangle (3/8" per side) near the area revised for all changes. One triangle may be placed near the table or detail title where several items in a table or detail are changed or completely redrawn. This same method may be used for general revisions to floor plans and system plans (plumbing, electrical, a/c, heating); when a major portion of the drawing is changed, the triangle may be placed near the diagram, detail, section or plans title. A triangle will be placed near each item when only a few items are revised, added or

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Rev 1 deleted. The triangles will contain the same number as the As-Built revision on that sheet. (See Attachment 4.)

Revision Annotations:

Deletion - to show an item was not installed, cross the item out on the drawing along with any associated devices, connecting lines, ducts, pipes etc., including notes and dimensions.

To show a detail is not being used, box the detail and letter NOT USED across the detail. A box will be drawn on the sheet with an X as shown in Attachment 5. The words NOT USED will be in heavy block lettering a minimum of 5/8" high. Place a triangle and revision number inside the box where notes are indicated as not being used.

Notes - draw a line thru the note or line item in a table in lieu of erasing the line item or note. A triangle and number will be placed near the deleted item.

Additions - show a new or additional item or items and associated connections made if the print indicates such connections. A triangle and number will be placed near the new item.

All lettering will conform to the existing lettering on each sheet.

Relocations - draw the item in the new location and erase it from the old location. All connections will be transferred if applicable, such as wiring, piping, and ducts. Revision triangles with appropriate number will be shown at the new and old location.

Drawing continuity: The applicable drawings shall be marked-up when a change was made, although this will not always be the case. Final responsibility for drawing continuity is with the person doing the As-Built. When one floor plan indicates a wall, room, doors etc., has been changed, the same change shall be made on all other applicable drawings. When the change is applicable to only one discipline such as electrical and does not directly affect other discipline sheets, a note may be added to other discipline sheets such as "See sheet _____ for As-Built Conditions.”

Shop drawings: When shop drawings are added to the original contract drawing set they need to be appropriately labeled with the Sacramento District file number, and discipline and sequence sheet number. The Index of Drawings will also need to be revised to show the additional sheet

(s) with the appropriate sheet title. In the case where the shop drawing are smaller than the Corps standard sheet size (i.e. 8.5"x11" or 11"x17" etc.) the sheets will be cut into a standard Corps sheet size border sheet and appropriately labeled. (For additional information refer to Mark-up Guidelines, Shop drawings above.)

Distribution

Archives Unit

Contractor*

Resident Engineer*

Specification Engineer

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Rev 1

Ownership

The Archives Unit [Raymond.E.Dennis@usace.army.mil?Subject=INSP05L0-Preparing As- Built Drawings] is responsible for ensuring that this document is necessary and that it reflects actual practice.

Activity Preface

These tasks are performed whenever changes, additions or deletions from the original "as-designed" contract drawings and specifications are made during construction.

Prior Activity

Creation, Packaging, and Delivery of Project Documents [PROP09L0]

Contractor

1. Print two sets of paper drawings and specifications for working as-built.

The Contractor shall maintain 2 sets of paper drawings and specifications (marked-up prints) to track changes, additions or deletions from the original design during construction.

2. Mark working as-built set to show changes, additions or deletions.

Place an equilateral triangle (3/8" per side) near the area revised for all changes. One triangle may be placed near the table or detail title where several items in a table or detail are changed or completely redrawn. This same method may be used for general revisions to floor plans and system plans (plumbing, electrical, a/c, heating); when a major portion of the drawing is changed, the triangle may be placed near the diagram, detail, section or plans title. A triangle will be placed near each item when only a few items are revised, added or deleted. The triangles will contain the same number as the As-Built revision on that sheet.

(See Attachment 4.)

Changes, additions or deletions will immediately be noted on each of the working as-built set by redline process. No other marks, doodles, notes, or annotations shall be put on these sets of working as-built prints. All changes from the contract plans, which are made in the work, or additional information which might be uncovered in the course of construction will be accurately and neatly recorded as they occur by means of details and notes.

All changes and/or required additions to the paper prints will be clearly identified in color contrasting to black, as follows:

Colors shall be the "base" colors of red, green, and blue. Color code for changes shall be as follows:

(1) Deletions (red) - Deleted graphic items (lines) shall be colored red with red lettering in notes and leaders.

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division mailto:Raymond.E.Dennis@usace.army.mil?subject=INSP05L0-Preparing As-Built Drawings] mailto:Raymond.E.Dennis@usace.army.mil?subject=INSP05L0-Preparing As-Built Drawings]

Rev 1

(2) Additions (Green) - Added items shall be drawn in green with green lettering in notes and leaders.

(3) Special (Blue) - Items requiring special information, coordination, or special detailing or detailing notes shall be in blue.

The working as-built sets will be annotated in as much detail as necessary to clarify exactly what construction changes were performed.

3. Transfer the changes from the working as-built marked prints to the "as-designed" electronic CADD files.

The contractor will transfer the changes from the working as-built marked prints to the original electronic CADD files on a monthly basis. Final as-built drawings shall be prepared after the completion of each definable feature of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural Steel, etc., as appropriate for the project).

If Project feature complete, goto task #4. Otherwise, goto task #2.

4. Submit As-Built drawings for review.

The contractor shall submit the Final As-built conditions on a new CD to the Resident Engineer in the customer specified electronic format as a Government, District Office Approval (G, DO) required submittal.

Resident Engineer

5. Review As-Built drawings.

The Resident Engineer and the Contractor will jointly review the working as-built marked prints, printouts from working as-built CADD file drawings, and final as-built drawings for accuracy and completeness, prior to submission of each monthly pay estimate. Monthly review of working as-built CADD printouts shall at minimum cover all sheets revised since the previous review.

If As-built OK, goto task #7. Otherwise, goto task #6.

6. Note required corrections on submittal and return to Contractor.

Goto task #3.

7. Notify Contractor of submittal acceptance.

If Final Submittal, End of activity; Goto Managing As-Built & As-Constructed Drawings [PROQ08L0]. Otherwise, goto task #2.

Copyright © Oracle Corporation, 2002. All rights reserved. Content written by USACE, Sacramento District, Engineering Division

Rev 1

Flow Chart Preparing As-Built Drawings

PROP09L0

Start

Contractor Print two sets of paper drawings & Specs for working as-built. (1)

Contractor Mark working as-built set to show changes, additions or deletions. (2)

Contractor Transfer changes from working as-built marked prints to "as-designed" electronic CADD files. (3)

Proj feature complete?

Contractor Submit As-Built drawings for review.

(4)

Resident Engr Review As-Built drawings. (5)

As-built OK?

Resident Engr Note required corrections on submittal & return to Contractor. (6)

Resident Engr Notify Contractor of submittal acceptance. (7)

Final Submittal?

End

PROQ08L0

A

B

B

A

Y

N

Y

N

Y

N

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ATTACHMENT NO. 5

MILCON PROJECT CLOSEOUT (RED ZONE MEETING)

SAMPLE

Red Zone Meeting Checklist

Date:_____________

Contract No.

Description / Location

Contractor Contracting Officer

Action Completion Milestone √

Inspections Fire

Safety Pre-final

Mechanical Test & Balance Commissioning Landscaping Complete Beneficial Occupancy Date (BOD) Furniture Installation Comm Installation As-Built Contract Drawings Provide all O&M manuals, tools, shop drawings, spare parts, etc. provided to customer

Provide Warranty documents to Customer

Contract completion Final Inspection User move-in DD Form 1354, Transfer of Real Property completed & signed

Ribbon cutting DD Form 2626 - Construction Contractor Performance Evaluation

DD Form 2631 – A-E Performance Rated after Construction

Final Payment Completed Release of Claims Return of Unobligated Funds Move Project from CIP to General Ledger

Financial completion

ATTACHMENT NO. 6

CONSTRUCTION SECURITY PLAN

ATTACHMENT NO. 7

TECHNICAL SPECIFICATIONS FOR

CONSTRUCTION AND MANAGEMENT OF

SENSITIVE COMPARTMENTED INFORMATION

FACILITIES

UNCLASSIFIED

TECHNICAL SPECIFICATIONS FOR CONSTRUCTION

AND MANAGEMENT OF SENSITIVE

COMPARTMENTED INFORMATION FACILITIES

VERSION 1.2

IC Tech Spec‐for ICD/ICS 705

An Intelligence Community Technical Specification Prepared by the

Office of the National Counterintelligence Executive

April 23, 2012 i

Table of Contents

Chapter 1. Introduction

A. Purpose

B. Applicability

Chapter 2. Risk Management

A. Analytical Risk Management Process

B. Security in Depth (SID)

C. Compartmented Area (CA)

Chapter 3. Fixed Facility SCIF Construction

A. Personnel

B. Construction Security

C. Perimeter Wall Construction Criteria

D. Floor and Ceiling Construction Criteria

E. SCIF Door Criteria

F. SCIF Window Criteria

G. SCIF Perimeter Penetrations Criteria

H. Alarm Response Time Criteria for SCIFs within the U.S

I. Secure Working Areas (SWA)

J. Temporary Secure Working Area (TSWA)

Chapter 4. SCIFs Outside the U.S. and NOT Under Chief of Mission (COM) Authority

A. General

B. Establishing Construction Criteria Using Threat Ratings

C. Personnel

D. Construction Security Requirements

E. Procurement of Construction Materials

F. Secure Transportation for Construction Material

G. Secure Storage of Construction Material

H. Technical Security

I. Interim Accreditations ii

Chapter 5. SCIFs Outside the U.S. and Under Chief of Mission Authority

A. Applicability

B. General Guidelines

C. Threat Categories

D. Construction Requirements

E. Personnel

F. Construction Security Requirements

G. Procurement of Construction Materials

H. Secure Transportation for Construction Material

I. Secure Storage of Construction Material

J. Technical Security

K. Interim Accreditations

Chapter 6. Temporary, Airborne, and Shipboard SCIFs

A. Applicability

B. Ground-Based T-SCIFs

C. Permanent and Tactical SCIFS Aboard Aircraft

D. Permanent and Tactical SCIFs on Surface or Subsurface Vessels

Chapter 7. Intrusion Detection Systems (IDS)

A. Specifications and Implementation Requirements

B. IDS Modes of Operation

C. Operations and Maintenance of IDS

D. Installation and Testing of IDS

Chapter 8. Access Control Systems (ACS)

A. SCIF Access Control

B. ACS Administration

C. ACS Physical Protection

D. ACS Recordkeeping

E. Using Closed Circuit Television (CCTV) to Supplement ACS

F. Non-Automated Access Control iii

Chapter 9. Acoustic Protection

A. Overview

B. Sound Group Ratings

C. Acoustic Testing

D. Construction Guidance for Acoustic Protection

E. Sound Transmission Mitigations

Chapter 10. Portable Electronic Devices (PEDs)

A. Approved Use of PEDs in a SCIF

B. Prohibitions

C. PED Risk Levels

D. Risk Mitigation

Chapter 11. Telecommunications Systems

A. Applicability

B. Unclassified Telephone Systems

C. Unclassified Information Systems

D. Using Closed Circuit Television (CCTV) to Monitor the SCIF Entry Point(s)

E. Unclassified Wireless Network Technology

F. Environmental Infrastructure Systems

G. Emergency Notification Systems

H. Systems Access

I. Unclassified Cable Control

J. References

Chapter 12. Management and Operations

A. Purpose

B. SCIF Repository

C. SCIF Management

D. SOPs

E. Changes in Security and Accreditation

F. General iv

G. Inspections

H. Control of Combinations

I. De-Accreditation Guidelines

J. Visitor Access

K. Maintenance

L. IDS and ACS Documentation Requirements

M. Emergency Plan

Chapter 13. Forms and Plans

Fixed Facility Checklist

TEMPEST Checklist

Compartmented Area Checklist

Shipboard Checklist

Aircraft/UAV Checklist

SCIF Co-Use Request and MOA

Construction Security Plan (CSP)

UNCLASSIFIED Chapter 1 Introduction

Chapter 1. Introduction

A. Purpose This Intelligence Community (IC) Technical Specification sets forth the physical and technical security specifications and best practices for meeting standards of Intelligence Community Standard (ICS) 705-1 (Physical and Technical Standards for Sensitive Compartmented Information Facilities). When the technical specifications herein are applied to new construction and renovations of Sensitive Compartmented Information Facilities (SCIFs), they shall satisfy the standards outlined in ICS 705-1 to enable uniform and reciprocal use across all IC elements and to assure information sharing to the greatest extent possible. This document is the implementing specification for Intelligence Community Directive (ICD) 705, Physical and Technical Security Standards for Sensitive Compartmented Information Facilities (ICS-705-1) and Standards for Accreditation and Reciprocal Use of Sensitive Compartmented Information Facilities (ICS-705-2) and supersedes Director of Central Intelligence Directive (DCID) 6/9.

The specifications contained herein will facilitate the protection of Sensitive Compartmented Information (SCI) against compromising emanations, inadvertent observation and disclosure by unauthorized persons, and the detection of unauthorized entry.

B. Applicability IC Elements shall fully implement this standard within 180 days of its signature.

SCIFs that have been de-accredited but controlled at the SECRET level (IAW 32 Code of Federal Regulations (CFR) parts 2001 and 2004) for less than one year may be reaccredited one time using the previous standard. The IC SCIF repository shall indicate that the accreditation was based upon the previous standards.

UNCLASSIFIED Chapter 2 Risk Management

Chapter 2. Risk Management

A. Analytical Risk Management Process

1. The Accrediting Official (AO) and the Site Security Manager (SSM) should evaluate each proposed SCIF for threats, vulnerabilities, and assets to determine the most efficient countermeasures required for physical and technical security. In some cases, based upon that risk assessment, it may be determined that it is more practical or efficient to mitigate a standard. In other cases, it may be determined that additional security measures should be employed due to a significant risk factor.

2. Security begins when the initial requirement for a SCIF is known. To ensure the integrity of the construction and final accreditation, security plans should be coordinated with the AO before construction plans are designed, materials ordered, or contracts let.

a) Security standards shall apply to all proposed SCI facilities and shall be coordinated with the AO for guidance and approval. Location of facility construction and or fabrication does not exclude a facility from security standards and or review and approval by the AO. SCI facilities include but are not limited to fixed facilities, mobile platforms, prefabricated structures, containers, modular applications or other new or emerging applications and technologies that may meet performance standards for use in SCI facility construction.

b) Mitigations are verifiable, non-standard methods that shall be approved by the AO to effectively meet the physical/technical security protection level(s) of the standard. While most standards may be effectively mitigated via non-standard construction, additional security countermeasures and/or procedures, some standards are based upon tested and verified equipment (e.g., a combination lock meeting Federal Specification FF-L 2740A) chosen because of special attributes and could not be mitigated with non-tested equipment. The AO’s approval is documented to confirm that the mitigation is at least equal to the physical/technical security level of the standard.

c) Exceeding a standard, even when based upon risk, requires that a waiver be processed and approved in accordance with ICD 705.

3. The risk management process includes a critical evaluation of threats, vulnerability, and assets to determine the need and value of countermeasures. The process may include the following:

a) Threat Analysis. Assess the capabilities, intentions, and opportunity of an adversary to exploit or damage assets or information. Reference the threat information provided in the National Threat Identification and Prioritization Assessment (NTIPA) produced by the National Counterintelligence Executive (NCIX) for inside the U.S. and/or the Overseas Security Policy Board (OSPB), Security Environment Threat List (SETL) for outside the U.S. to determine technical threat to a location. When evaluating for TEMPEST, the Certified

TEMPEST Technical Authorities (CTTA) shall use the National Security Agency Information Assurance (NSA IA) list as an additional resource for specific technical threat information. NOTE: These threat documents are classified.

Associating the threat level or other threat information with the SCIF location (including country, city, etc.) will normally carry the same classification level identified in the threat document. Ensure that SCIF planning documents and discussions that identify threat with the country or SCIF location are protected accordingly. It is critical to identify other occupants of common and adjacent buildings. (However, do not attempt to collect information against U.S. persons in violation of Executive Order (EO) 12333.) In areas where there is a diplomatic presence of high and critical threat countries, additional countermeasures may be necessary.

b) Vulnerability Analysis. Assess the inherent susceptibility to attack of a procedure, facility, information system, equipment, or policy.

c) Probability Analysis. Assess the probability of an adverse action, incident, or attack occurring.

d) Consequence Analysis. Assess the consequences of such an action (expressed as a measure of loss, such as cost in dollars, resources, programmatic effect/mission impact, etc.).

B. Security in Depth (SID)

1. SID describes the factors that enhance the probability of detection before actual penetration to the SCIF occurs. The existence of a layer or layers of security that offer mitigations for risks may be accepted by the AO. An important factor in determining risk is whether layers of security already exist at the facility. If applied, these layers may, with AO approval, alter construction requirements and extend security alarm response time to the maximum of 15 minutes. Complete documentation of any/all SID measures in place will assist in making risk decisions necessary to render a final standards decision.

2. SID is mandatory for SCIFs located outside the U.S. due to increased threat.

3. The primary means to achieve SID are listed below and are acceptable. SID requires that at least one of the following mitigations is applied:

a) Military installations, embassy compounds, U.S. Government (USG) compounds, or contractor compounds with a dedicated response force of U.S.

persons.

b) Controlled buildings with separate building access controls, alarms, elevator controls, stairwell controls, etc., required to gain access to the buildings or elevators. These controls shall be fully coordinated with a formal agreement or managed by the entity that owns the SCIF.

c) Controlled office areas adjacent to or surrounding SCIFs that are protected by alarm equipment installed in accordance with manufacturer’s instructions. These controls shall be fully coordinated with a formal agreement or managed by the entity that owns the SCIF.

d) Fenced compounds with access controlled vehicle gate and/or pedestrian gate.

e) The AO may develop additional strategies to mitigate risk and increase probability of detection of unauthorized entry.

C. Compartmented Area (CA)

1. Definition

A CA is an area, room, or a set of rooms within a SCIF that provides controlled separation between control systems, compartments, sub-compartments, or Controlled Access Programs.

2. Requirements

a) The CA shall be approved by the AO with the concurrence of the CA Program Manager or designee. The CA Checklist (Chapter 13) shall be used to request approval.

b) Any construction or security requirements above those listed herein require prior approval from the element head as described in ICS 705-2.

3. Access Control

a) Access control to the CA may be accomplished by visual recognition or mechanical/electronic access control devices.

b) Spin-dial combination locks shall not be installed on CA doors.

c) Independent alarm systems shall not be installed in a CA.

4. Visual Protection of CA Workstations

If compartmented information will be displayed on a computer terminal or group of terminals in an area where everyone is not accessed to the program, the following measures may be applied to reduce the ability of “shoulder surfing” or inadvertent viewing of compartmented information:

• Position the computer screen away from doorway/cubicle opening.

• Use a polarizing privacy screen.

• Use partitions and/or signs.

• Existing private offices or rooms may be used but may not be a mandatory requirement.

5. Closed Storage

When the storage, processing, and use of compartmented information, product, or deliverables is required, and all information shall be stored while not in use, then all of the following shall apply:

a) Access and visual controls identified above shall be the standard safeguard.

b) Compartmented information shall be physically stored in a General Services Administration (GSA) approved safe.

6. Open Storage

In rare instances when open storage of information is required, the following apply:

a) If the parent SCIF is accredited for open storage, a private office with access control on the door is adequate physical security protection.

b) If the parent SCIF has been built and accredited for closed storage, then the CA perimeter shall be constructed and accredited to open storage standards.

c) The CA AO may approve open or closed storage within the CA. Storage requirements shall be noted in both the CA Fixed Facility Checklist (FFC) and, if appropriate, in a Memorandum of Understanding (MOU).

7. Acoustic and Technical Security

a) All TEMPEST, administrative telephone, and technical surveillance countermeasure (TSCM) requirements for the parent SCIF shall apply to the CA and shall be reciprocally accepted.

b) When compartmented discussions are required, the following apply:

(1) Use existing rooms that have been accredited for SCI discussions.

(2) Use administrative procedures to restrict access to the room during conversations.

UNCLASSIFIED Chapter 3 Fixed Facility SCIF Construction

Chapter 3. Fixed Facility SCIF Construction Requirements outlined within this chapter apply to all fixed facility SCIFs. Additional information and requirements for facilities located outside the U.S., its possessions or territories, are found in Chapters 4 and 5. Additional information and requirements for temporary SCIFs are described in Chapter 6.

A. Personnel

Roles and responsibilities of key SCIF construction personnel are identified in ICS 705-1 and restated here for reference.

1. AO Responsibilities

a) Provide security oversight of all aspects of SCIF construction under their security purview.

b) Review and approve the design concept, Construction Security Plan (CSP), and final design for each construction project prior to the start of SCIF construction.

c) Depending on the magnitude of the project, shall determine if the Site Security Manager (SSM) performs duties on a full-time, principal basis, or as an additional duty to on-site personnel.

d) Accredit SCIFs under their cognizance.

e) Prepare waiver requests for the IC element head or designee.

f) Provide the timely input of all required SCIF data to the IC SCIF repository.

g) Consider SID on USG or USG-sponsored contractor facilities to substitute for standards herein. (SID shall be documented in the CSP and the FFC.)

2. Site Security Managers (SSMs) Responsibilities

a) Ensure the requirements herein are implemented and advise the AO of compliance or variances.

b) In consultation with the AO, develop a CSP regarding implementation of the standards herein. (This document shall include actions required to document the project from start to finish.)

c) Conduct periodic security inspections for the duration of the project to ensure compliance with the CSP.

d) Document security violations or deviations from the CSP and notify the AO within 3 business days.

e) Ensure that procedures to control site access are implemented.

3. CTTA Responsibilities

a) Review SCIF construction or renovation plans to determine if TEMPEST countermeasures are required and recommend solutions. (To the maximum extent practicable, TEMPEST mitigation requirements shall be incorporated into the SCIF design.)

b) Provide the Cognizant Security Authority (CSA)AO with documented results of review with recommendations.

4. Construction Surveillance Technicians (CSTs) Responsibilities

Supplement site access controls, implement screening and inspection procedures, as well as monitor construction and personnel, when required by the AO

B. Construction Security

1. Prior to awarding a construction contract, a CSP for each project shall be developed by the SSM and approved by the AO.

2. Construction plans and all related documents shall be handled and protected in accordance with the CSP.

3. For SCIF renovation projects, barriers shall be installed to segregate construction workers from operational activities and provide protection against unauthorized access and visual observation. Specific guidance shall be contained in the CSP.

4. Periodic security inspections shall be conducted by the SSM or designee for the duration of the project to ensure compliance with construction design and security standards.

5. Construction and design of SCIFs should be performed by U.S. companies using U.S.

citizens to reduce risk, but may be performed by U.S. companies using U.S. persons (an individual who has been lawfully admitted for permanent residence as defined in 8 U.S.C. 1 101(a)(20) or who is a protected individual as defined by Title 8 U.S.C. 1 324b (a)(3)). The AO shall ensure mitigations are implemented when using non-U.S. citizens.

These mitigations shall be documented in the CSP.

6. All site control measures used shall be documented in the CSP. Among the control measures that may be considered are the following:

• Identity verification.

• Random searches at site entry and exit points.

• Signs at all entry points listing prohibited and restricted items (e.g., cameras, firearms, explosives, drugs, etc.).

• Physical security barriers to deny unauthorized access.

• Vehicle inspections.

C. Perimeter Wall Construction Criteria

1. General

a) SCIF perimeters include all walls that outline the SCIF confines, floors, ceilings, doors, windows and penetrations by ductwork, pipes, and conduit. This section describes recommended methods to meet the standards described within ICS 705-1 for SCIF perimeters.

b) Perimeter wall construction specifications vary by the type of SCIF, location, use of SID, and discussion requirements.

c) Closed storage areas that do not require discussion areas do not have any forced entry or acoustic requirements.

d) Open storage facilities without SID require additional protection against forced and surreptitious entry.

e) When an existing wall is constructed with substantial material (e.g., brick, concrete, cinderblock, etc.) equal to meet the perimeter wall construction standards, the existing wall may be utilized to satisfy the specification.

2. Closed Storage, Secure Working Area (SWA), Continuous Operation, or Open Storage with SID - Use Wall A - Suggested Standard Acoustic Wall (see construction drawing for details).

a) Three layers of ⅝ inch-thick wallboard, one layer on the outside of the SCIF and two on the inside of the SCIF provide adequate rigidity and acoustic protection (Sound Class 3).

b) Wallboard shall be attached to 3 ⅝ inch-wide metal studs or wooden 2 x 4 studs placed a maximum of 24 inches on center.

c) Continuous runners (same gauge as studs) for securing studs shall be anchored to the true floor and true ceiling structures.

d) The interior two layers of wallboard shall be mounted so that the seams do not align (i.e., stagger joints).

e) Acoustic fill shall be placed between the studs in a manner which prevents slippage.

f) The top and bottom of each wall shall be sealed with an acoustic sealant where it meets the slab.

g) Wall penetrations shall be treated and sealed with acoustic material.

h) Entire wall assembly shall be finished and painted from true floor to true ceiling.

3. Open Storage without SID -- Use Wall B - Suggested Wall for Expanded Metal or Wall C - Suggested Wall for Plywood.

a) Three layers of ⅝ inch-thick wallboard, one layer on the outside of the SCIF and two on the inside of the SCIF provide adequate rigidity and acoustic protection (Sound Class 3).

b) Metal studs shall be 3 ⅝ inch-wide, 16 gauge metal, mounted a maximum of 16 inches on center.

c) Wooden studs will be 2 x 4 studs mounted a maximum of 16 inches on center.

d) Continuous runners (same gauge as studs) for securing studs shall be anchored to the true floor and true ceiling structures.

e) Wall B - Suggested Wall for Expanded Metal (see drawing for Wall B-Suggested Construction for Expanded Metal).

(1) Three-quarter inch mesh, # 9 (10 gauge) expanded metal shall be affixed to the interior side of all SCIF perimeter wall studs.

(2) Expanded metal shall be spot-welded to the studs every six inches along the length of each vertical stud and at the ceiling and floor.

(3) Hardened screws with one inch washers or hardened clips may be used in lieu of welding to fasten metal to the studs. Screws shall be applied every six inches along the length of each vertical stud and at the ceiling and floor.

(4) Fastening method shall be noted in the FFC.

(5) Entire wall assembly shall be finished and painted from true floor to true ceiling.

f) Wall C - Suggested Wall for Plywood (see drawing for Wall C-Suggested Construction for Plywood).

(1) Two layers of ⅝ inch-thick wallboard, one layer on the outside of the SCIF and one on the inside of the SCIF. A plywood layer shall substitute one layer of wallboard on the inside wall as compared to the standard acoustic wall.

(2) Wallboard shall be attached to 3 ⅝ inch-wide metal studs or wooden 2 x 4 studs placed a maximum of 16 inches on center.

(3) Continuous runners (same gauge as studs) for securing studs shall be anchored to the true floor and true ceiling structures.

(4) One layer of ⅝ inch-thick plywood shall be attached vertically, directly to the wall studs.

(5) The plywood shall be continuously glued and screwed to the studs every 12 inches along the length of each stud and at the ceiling and floor .

(6) Entire wall assembly shall be finished and painted from true floor to true ceiling.

4. Radio Frequency (RF) Protection for Perimeter Walls

a) RF protection shall be installed at the direction of the CTTA when a SCIF utilizes electronic processing and does not provide adequate RF attenuation at the inspectable space boundary. It is recommended for all applications where RF interference from the outside of the SCIF is a concern inside the SCIF.

b) Installation of RF protection should be done using either the drawings or Best Practices Guidelines for Architectural Radio Frequency Shielding, prepared by the Technical Requirements Steering Committee under the Center for Security Evaluation. This document is available through the Center for Security Evaluation, Office of the Director of National Intelligence (ONCIX/CSE).

5. Vault Construction Criteria

GSA-approved modular vaults meeting Federal Specification AA-V-2737 or one of the following construction methods may be used:

a) Reinforced Concrete Construction

(1) Walls, floor, and ceiling will be a minimum thickness of eight inches of reinforced concrete.

(2) The concrete mixture will have a comprehensive strength rating of at least 2,500 pounds per square inch (psi).

(3) Reinforcing will be accomplished with steel reinforcing rods, a minimum of ⅝ inches in diameter, positioned centralized in the concrete pour and spaced horizontally and vertically six inches on center; rods will be tied or welded at the intersections.

(4) The reinforcing is to be anchored into the ceiling and floor to a minimum depth of one-half the thickness of the adjoining member.

b) Steel-Lined Construction Where Unique Structural Circumstances Do Not Permit Construction of a Concrete Vault

(1) Construction will use ¼ inch-thick steel alloy-type plates having characteristics of high-yield and high-tensile strength.

(2) The steel plates are to be continuously welded to load-bearing steel members of a thickness equal to that of the plates.

(3) If the load-bearing steel members are being placed in a continuous floor and ceiling of reinforced concrete, they must be firmly affixed to a depth of one-half the thickness of the floor and ceiling.

(4) If floor and/or ceiling construction is less than six inches of reinforced concrete, a steel liner is to be constructed the same as the walls to form the floor and ceiling of the vault. Seams where the steel plates meet horizontally and vertically are to be continuously welded together.

All vaults shall be equipped with a GSA-approved Class 5 vault door.

D. Floor and Ceiling Construction Criteria

1. Floors and ceilings shall be constructed to meet the same standards for force protection and acoustic protection as walls.

2. All floor and ceiling penetrations shall be kept to a minimum.

E. SCIF Door Criteria

1. There shall be only one primary SCIF entrance where visitor control is conducted.

a) Primary entrance doors shall be equipped with the following:

(1) A GSA-approved pedestrian door deadbolt meeting Federal Specification FF- L- 2890.

(2) A combination lock meeting Federal Specification FF-L 2740A.

(3) An approved access-control device (see Chapter 8).

(4) May be equipped with a high security keyway for use in the event of an access control system failure.

b) With AO approval, additional entrance doors may be designated for use by SCIF residents provided that the doors are equipped with an approved access control system and are secured with an approved dead bolt or lock when the SCIF is not occupied. The dead-bolt shall not be accessible from the exterior.

2. When practical, entrance doors should incorporate a vestibule to preclude visual observation and enhance acoustic protection.

3. All perimeter SCIF…