W9127822R0008 AM03.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

1 2

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE 4. REQUISITION/PURCHASE 5. PROJECT NO. (If applicable)

W9127822R0008-0003 31 JAN 2022 MEF22002

6. ISSUED BY CODE 7. ADMINISTERED BY(If other than item 6)

CODE

Corps of Engineers 109 St. Joseph St.

Mobile, AL 36602

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP code) 9A. AMENDMENT OF SOLICITATION

NO.

W9127822R0008

9B. DATED (SEE ITEM 11)

17 DEC2021

10A. MODIFICATION OF

CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended, is not extended. Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (if required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO AUTHORITY OF FAR 43.103(b)

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible) The subject solicitation for: BUILDING 73 LAB EXPANSION, EGLIN AIR FORCE BASE, FLORIDA

Is modified in the following: REFER TO THE ENCLOSED SPECIFICATION AND DRAWING REVISIONS FOR AMENDMENT NO. 0003.

NOTE: THE RECEIPT OF PROPOSAL DATE IS HEREBY REVISED BY THIS AMENDMENT. REFER TO THE ENCLOSED SF1442, SOLICITATION, OFFER & AWARD FORM.

Except as provided herein, all terms and conditions of the document reference in item 9A or 10A, as Heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICE (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of contracting officer)

16C. DATE SIGNED

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

BUILDING 73 LAB EXPANSION W9127822R0008

EGLIN AIR FORCE BASE, FLORIDA MEF22002

SF 30 Page 2 Amendment No. 0003

PART I - REVISIONS MADE BY ADDED AND/OR REPLACEMENT PARAGRAPHS/PAGES/SECTIONS

The items listed below are to be replaced by the corresponding added and/or revised paragraphs/pages or sections. Added and/or revised paragraphs/pages or sections are indicated by a note in bottom right-hand corner of each paragraph or page. Added sections are hereby made a part of the contract and are to be inserted in the specification in the proper numerical/alphabetical sequence.

Within the specifications, deletions from the specifications are indicated by strikethrough, e.g.: deletions are marked with strikethrough and additions to the specifications including revisions/substitutions are indicated in bold, italic and underlined, e.g.: additions are indicated thus.

Corresponding Added or Revised Paragraph SECTION Page, and/or Section

VOLUME 1

Table of Contents Revised to add Appendix J

Standard Form 1442 Revised Block 13.A as indicated herein.

01 11 00 Revised Paragraphs 1.1, 1.2.1.1, and 1.3.a

01 14 00 Revised Paragraphs 1.4.2 and 1.4.4

01 33 00 Replaced Submittal Register for Section 01 11 00

01 45 35 Added STATEMENT OF SPECIAL INSPECTIONS and SCHEDULE

OF SPECIAL INSPECTIONS

VOLUME 2

Table of Contents Revised to add Appendix J

08 33 23 Revised Paragraph 2.1

08 71 00 Revised Door Hardware Sets #05, #06, #10, and #11

09 06 00 Revised Paragraph 2.3.1.5

09 51 00 Revised Paragraph 2.1

09 65 00 Revised Paragraph 2.2

14 25 02 Revised Paragraph 1.2

VOLUME 3

32 13 13.06 Deleted Paragraph 2.3.4.2

41 22 13.14 Revised Paragraphs 1.3.1, 1.3.1.1, 1.3.1.2, 2.3.4.b, 2.4.6, and 2.4.6.1

SF 30 Page 3 Amendment No. 0003

VOLUME 4

VOLUME 5

Appendix J Added Appendix J in its entirety

PART II - NOTE: Revised and added drawings are listed below. These revised and added drawings are to be inserted into the folio in the proper numerical sequence. Drawings that have been revised by this amendment shall be deleted from the folio. All drawings listed below are revised unless indicated otherwise.

Sheet Reference Number Title

USACE COVER

G-004 TEMPORARY ENTRANCE

CI001 GENERAL CIVIL NOTES

CD101 OVERALL DEMOLITION PLAN

CG101 GRADING AND DRAINAGE PLAN

AD101 DEMOLITION FLOOR PLAN & HANGAR 71 STAIR MODIFICATION

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-510 FLOOR & CEILING ASSEMBLY DETAILS

I-601 FINISH SCHEDULE NOTES AND DETAILS

M-601 HVAC SCHEDULES-1

Encl as stated:

Revised pages of the specifications as indicated in Part I.

11 Revised and added drawings as indicated in Part II.

This page was intentionally left blank for duplex printing.

Table of Contents Page 5

REVISED BY AMENDMENT NO. 0003

VOLUME 5 OF 5 (CONTINUED)

APPENDICES (CONTINUED)

APPENDIX H TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND MANAGEMENT OF

SENSITIVE COMPARTMENTED INFORMATION FACILITIES (VERSION 1.5.1)

IC TECH SPEC-FOR ICD/ICS 705, DATED SEPTEMBER 26, 2021

AND

UFC 4-010-05 (1 FEBRUARY 2013, CHANGE 1, 1 OCTOBER 2013)

SENSITIVE COMPARTMENTED INFORMATION FACILITIES PLANNING,

DESIGN, AND CONSTRUCTION

APPENIDX I AF FORM 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

APPENDIX J EXISTING BUILDING 72 (B73) INTERIOR AND EXTERIOR PHOTOGRAPHS

FOR INFORMATION ONLY

--End of Project Table of Contents--

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9127822R0008

2. TYPE OF

SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

17 DEC 2021

PAGES OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

6. PROJECT NO.

MEF22002

7. ISSUED BY CODE CT 8. ADDRESS OFFER TO

U.S. ARMY ENGINEER DISTRICT, MOBILE

CONTRACTING DIVISION (CESAM-CT)

109 SAINT JOSEPH STREET

MOBILE, AL 36628-0001

SAME AS BLOCK 7

9. FOR INFORMATION

CALL : Ariel Chamberlain

Kimberly Brackett

A. NAME

Ariel.S.Chamberlain@usace.army.mil Kimberly.L.Brackett@usace.army.mil

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

(251) 690-2473

(251) 441-5170

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):

BUILDING 73 LAB EXPANSION, EGLIN AIR FORCE BASE, FLORIDA

* See Section 01 00 00, Paragraph “COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK”.

**Block 13A. : Refer to Section 00 11 00 for the number of copies to submit with the original offer.

11. The Contractor shall begin performance within _8____ calendar days and complete it within __*__ calendar days after receiving award, notice to proceed.

This performance period is mandatory, negotiable. (See _ __ .)

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and ___**___ copies to perform the work required are due at the place specified in Item 8 by _1400_ (hour) local time 08 15 FEB 2022 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than __120__ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101

STANDARD FORM 1442(REV. 4-85)

Prescribed by GSA FAR(48 CFR) 53.236-1(e)

REVISED BY AMENDMENT NO. W9127822R0008-0003

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within _________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation - give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER

(Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (contractor is required to sign this document and return _______ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award,

(b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

STANDARD FORM 1442 BACK (REV. 4-85)

REISSUED BY AMENDMENT NO. W9127822R0008-0003

Section 01 11 00

01 11 00

1.1 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Temporary Construction Waiver Documents; G

Utility Outage Requests

Utility Connection Requests

Borrow Permits

Excavation Permits

Welding Permits

Burning Permits

1.2.1.1 Construction of Secure Area

The facility addition work includes construction of (2) separate secure areas that are designed and required to be constructed to adhere to Construction Security requirements in accordance with the following criteria:

a. UFC 4-010-05 Sensitive Compartmented Information Facilities Planning, Design and Construction, dated 1 Feb 2013, Change 1, Dated 1 Oct. 2013.

b. Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities (Version 1.5.1) IC Tech Spec-For ICD/ICS 705, Dated 26 July, 2021

The Contractor shall adhere to the Construction Security requirements of UFC 4-010-05 and ICD/ICS 705. For the work of this contract, all work related to the Secure Area construction shall be performed by U.S. Design and Construction companies, design and construction personnel meeting specific citizenship, and permanent residence status criteria, handling and protection of construction plans and related documents in accordance with the Construction Security Plan (CSP), information security, access control to the construction site in accordance with CSP and as further required by ICD/ICS 705 and the Site Security Plan (SSP).

The Contractor shall cooperate with the Government’s Accrediting Official (AO), Site Security Officer (SSO), Site Security Manager (SSM), and other

Section 01 11 00 designated security representatives during the course of the construction contract to provide access to the construction site for the purpose of observing the work, personnel, materials being stored, installed and/or removed from the job site, vehicles, and shall provide unrestricted access to security representatives for periodic inspections throughout the construction and for accreditation inspections. Site Security Officer (SSO)or Site Security Manager (SSM) will randomly inspect materials at the construction location. SSO and SSM reserve the right to visit manufacturing plant for building materials and systems should it be required.

Refer to specification Section 01 00 00 Additional Special Contract Requirements for additional requirements related to Secure Area certification (accreditation) requirements.

1.3 Temporary Construction Waiver

a. Within 21 days of Notice to Proceed Contractor shall prepare and submit information outlined in Paragraph 1.2.5 1.4 to be included in the temporary construction waiver package being prepared by Eglin Base Civil Engineering related to the construction activities for this project to obtain approval by aviation representative (safety officer, Airfield Manager, operations officer, and/or air traffic and airspace officer).

Note: The remainder of the section is unchanged by this amendment.

Section 01 14 00

01 14 00

1.4.2 Working Hours

Regular working hours must consist of a 12 hour period, between 6 a.m. and 6 p.m. be from 7am to 4pm, Monday through Friday, excluding Government holidays.

1.4.4 Occupied and Existing Buildings

The Contractor shall be working in an existing building around existing buildings which are occupied. Do not enter the building without prior approval of the Contracting Officer.

Normal escorted access to the secure facility will be 0700-1500 hrs. with prior coordination (Mon-Fri) unless coordinated 5-working days in advance with the USCOE Site Engineer/Manager to ensure facility owner has manning to support escort activity.

Personnel that have access to the facility will present the USACE rep/COR facility security representative with identification (Driver Lic.-Real ID-with Star/CAC Card) to log into the facility for designated work under facility escort. All worker identification badges will be pre-coordinated by USACE rep/COR and documented with rep/COR provided by Security Forces after background checks are approved. No exceptions.

Contractor construct temporary entrance to existing Building 73, and all work for temporary entrance as shown on sheets G-004 and G-005 to be completed and approved by COR before work can begin that will make existing entry door at mantrap (E101) inaccessible to facility users as a facility entrance.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains, and Government material located in the building during the construction period.

Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original locations upon completion of the work. Leave attached equipment in place, and protect it against damage.

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 1 PAGES

Building 73 Lab Expansion, Eglin AFB, FL

01 11 00 Temporary Construction Waiver

Documents

Utility Outage Requests

Utility Connection Requests

Borrow Permits

Excavation Permits

Welding Permits

Burning Permits

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

STATEMENT OF SPECIAL INSPECTIONS

This Statement of Special Inspections was prepared in accordance with Section 1704.3 of the 2015 International Building Code (IBC) and UFC 3-301-01, Structural Engineering.

☒ The Contractor’s Quality Control (QC) Manager

☐ The Special Inspector of Record (SIOR) shall oversee the special inspection requirements defined in this statement. The qualification requirements and responsibilities for the Special Inspector of Record (if required), Contractor’s Quality Control (QC) Manager, and various inspection and testing agents, report submittal requirements, discrepancy tracking procedures, and other procedures necessary to execute the special inspections program are defined in project specification 01 45 35 SPECIAL INSPECTIONS.

The Special Inspection program does not relieve the Contractor of the responsibility to comply with the Contract Documents. Jobsite safety and means and methods of construction are solely the responsibility of the Contractor.

This Statement of Special Inspections includes a Schedule of Special Inspections attached herein that defines the following:

• Materials, systems, components and work required to have special inspection or testing

• Type and extent of each special inspection

• Type and extent of each test

• Additional requirements for special inspection or testing for wind or seismic resistance where required

• Identification as to whether special inspection is continuous or periodic for each type of special inspection

The Schedule of Special Inspections identifies the following elements of the buildings and structures for this project that require verification and inspection in accordance with IBC 2015 Section 1705.

☒ Structural Steel

☒ Steel Construction other than

Structural Steel

☒ Concrete Construction

☐ Masonry Construction:

☐ Quality Assurance Level 2

☐ Quality Assurance Level 3

☐Wood Construction

☒ Soils Construction

☐ Driven Deep Foundations

☐ Cast-In-Place Deep Foundations

☐ Helical Pile Foundations

☐ Sprayed Fire-Resistant Materials (SFRM)

☐ Mastic and Intumescent Fire-Resistant

Coatings

☐ Exterior Insulation and Finish Systems (EIFS)

☐ Fire-Resistant Penetrations and Joints

☐ Smoke Control

☐ Architectural Components

☐ Mechanical and Electrical Components

☐ Seismically Isolated Structures

SECTION 01 45 35

ADDED BY AMENDMENT NO. W9127822R0008-0003

Structural Design Criteria

Building or Structure Risk Category, RC =

II

Nominal Design Wind Speed, Vasd =

111 mph

Ultimate Design Wind Speed, Vult =

143 mph

Seismic Design Category, SDC = B

Contractor Statement of Responsibility (IBC Section 1704.4)

Where the contractor statement of responsibility is required, each contractor responsible for the construction of a main wind- or seismic force-resisting system, designated seismic system, or a wind- or seismic-resisting component listed in the Statement of Special Inspections shall submit a Contractor Statement of Responsibility to the Contracting Officer prior to the commencement of work on the system or component.

Contractor Statement of Responsibility

☒ is required for this project.

☐ is not required for this project.

Structural Observations (IBC Section 1704.5)

Where structural observations are required, they will be performed by the structural Designer of Record or their designated representative. The frequency and extent of structural observations is defined in project specification 01 45 35 SPECIAL INSPECTIONS.

Structural Observations for Wind Resistance

☐ are required for this project.

☒ are not required for this project.

Structural Observations for Seismic Resistance

Special Inspections for Wind and Seismic Resistance (IBC Section 1705.10 & 1705.11)

Where special inspections for wind and seismic resistance are required, the descriptions of the Seismic Force Resisting Systems, Designated Seismic Systems, and Wind Force Resisting Systems that are subject to special inspections are provided below, and the frequency and extent of the special inspections are defined in the Schedule of Special Inspections.

Special Inspections for Wind Resistance

☒ are required for this project.

☐ are not required for this project.

Special Inspections for Seismic Resistance

Main Wind Force Resisting System(s) and Components (IBC Section 1704.3.3)

The following is a description of the main wind force resisting structural system(s) and components that are subject to special inspections:

• Metal roof deck diaphragm including support fasteners, sidelap fasteners, and bent plates at decking transitions.

• Structural steel braced frames and their member sizes and attachments of braces.

• Structural steel braced frame baseplates and foundations, including concrete strength, sizes, reinforcing, anchor bolt layout and embedment.

SCHEDULE OF SPECIAL INSPECTIONS

P – Perform these Special Inspections tasks for each welded joint or member. (AISC 360 & AISC 341)

O – Observe these Special Inspections items on a random daily basis. Operations need not be delayed pending these inspections. (AISC 360 & AISC 341)

D – Document, with a report, that the work has been performed in accordance with the contract documents. (AISC 341)

C – Continuous Special Inspections is the constant monitoring of specific tasks by a special inspector. These inspections must be carried out continuously over the duration of the particular tasks. (IBC)

P – Periodic Special Inspections is Special Inspections by the special inspector who is intermittently present where the work to be inspected has been or is being performed. (IBC)

STRUCTURAL STEEL

PRIOR TO WELDING (Table N5.4-1, AISC 360-10 & TABLE J6-1, AISC 341-10)

Required Task Perform Observe Description

1. Verify welding procedures

(WPS) and consumable certificates

P -

2. Material identification

(Type/Grade)

- O

3. Welder identification system

- O

A system shall be maintained by which a welder who has welded a joint or member can be identified. Stamps, if used, shall be the low-stress dye type.

4. Fit-up groove welds

(including joint geometry)

- O

• Joint preparation

• Dimensions (alignment, root opening, root face, bevel)

• Cleanliness (condition of steel surfaces)

• Tacking (tack weld quality and location)

• Backing type and fit (if applicable)

5. Configuration and finish of access holes

- O

6. Fit-up of fillet welds

- O

• Dimensions (alignment, gaps at root)

• Cleanliness (condition of steel surfaces)

• Tacking (tack weld quality and location)

STRUCTURAL STEEL

DURING WELDING (Table N5.4-2, AISC 360-10 & TABLE J6-2, AISC 341-10)

Required Task Perform Observe Description

☒ 1. Use of qualified welders - O

2. Control and handling of welding consumables

- O

• Packaging

• Exposure control.

3. No welding over cracked tack welds

- O

4. Environmental conditions

- O

• Wind speed within limits

• Precipitation and temperature

5. WPS followed

- O

• Settings on welding equipment

• Travel speed

• Selected welding materials

• Shielding gas type/flow rate

• Preheat applied

• Interpass temperature maintained

(min./max.)

• Proper position (F, V, H, OH)

• Intermix of filler metals avoided unless approved

6. Welding techniques

- O

• Interpass and final cleaning

• Each pass within profile limitations

• Each pass meets quality requirements

AFTER WELDING (TABLE N5.4-3, AISC 360-10 & TABLE J6-3, AISC 341-10):

Required Task Perform Observe Description

☒ 1. Welds cleaned - O

2. Size, length, and location of welds P -

3. Welds meet visual acceptance criteria

P/D*** -

• Crack prohibition

• Weld/base-metal fusion

• Crater cross section

• Weld profiles

• Weld size

• Undercut

• Porosity

☒ 4. Arc strikes P -

5. k-area

P -

When welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, visually inspect the web k-area for cracks within 3 in. of the weld.

6. Backing removed and weld tabs removed (if required)

7. Backing removed, weld tabs removed and finished, and fillet welds added (if required)

P/D -

8. Placement of reinforcing or contouring fillet welds

(if required)

P/D -

☒ 9. Repair activities P/D*** -

10. Document acceptance or rejection of welded joint/member

NONDESTRUCTIVE TESTING (SECTION N5.5, AISC 360-10 & SECTION J6.2, AISC 341-10):

Required Task Perform Observe Description

1. CJP welds (Risk Cat. II)

- O

Ultrasonic testing shall be performed on

10% of CJP groove welds in butt, T- and corner joints subject to transversely applied tension loading in materials 5/16-inch thick or greater. Testing rate must be increased if > 5% of welds tested have unacceptable defects.

2. CJP welds (Risk Cat. III, IV or V)

- O

Ultrasonic testing shall be performed on all CJP groove welds in butt, T- and corner joints subject to transversely applied tension loading in materials 5/16-inch thick or greater.

3. CJP welds

- O

Ultrasonic testing shall be performed on

100% of CJP groove welds in materials

5/16-inch or greater. Magnetic particle testing shall be performed on 25% of all beam-to-column CJP groove welds.

4. Access holes (flange > 2”)

- O

Thermally cut surfaces of access holes shall be MT or PT when the flange thickness exceeds 2 in. for rolled shapes, or when the web thickness exceeds 2 in.

for built-up shapes. Any cracks shall be deemed unacceptable regardless of size or location.

5. Welded joints subject to fatigue

- O

Radiographic or Ultrasonically inspect welded joints identified on the contract documents to be subject to fatigue per sections 5.1, 5.2, 5.3, 5.4, 6.1, 6.2, and 6.3 of Table A-3.1, AISC 360-10.

NONDESTRUCTIVE TESTING (SECTION N5.5, AISC 360-10 & SECTION J6.2, AISC 341-10):

Required Task Perform Observe Description

6. K-area NDT

P -

Where welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, the web shall be tested for cracks using magnetic particle testing (MT). The MT inspection area shall include the k-area base metal within

3-inches of the weld. The MT shall be performed no sooner than 48 hours following completion of the welding.

7. Base metal NDT for lamellar tearing and laminations

- O

After joint completion, base metal thicker than 1 1/2 in. loaded in tension in the through-thickness direction in tee and corner joints, where the connected material is greater than 3/4 in. and contains CJP groove welds, shall be ultrasonically tested for discontinuities behind and adjacent to the fusion line of such welds.

8. Beam cope and access hole

- O

At welded splices and connections, thermally cut surfaces of beam copes and access holes shall be tested using magnetic particle testing or penetrant testing, when the flange thickness exceeds 1 1/2 in. for rolled shapes, or when the web thickness exceeds 1 1/2 in.

for built-up shapes.

9. Reduced beam section repair

- O

Magnetic particle testing shall be performed on any weld and adjacent area of the reduced beam section (RBS) cut surface that has been repaired by welding, or on the base metal of the RBS cut surface if a sharp notch has been removed by grinding.

☒ 10. Weld tab removal sites

- O

At the end of welds where weld tabs have been removed, magnetic particle testing shall be performed on the same beam-to-column joints receiving UT.

PRIOR TO BOLTING (TABLE N5.6-1, AISC 360-10 & TABLE J7-1, AISC 341-10):

Required Task Perform Observe Description

1. Manufacture’s certification available for fastener materials

2. Fasteners marked in accordance with ASTM requirements

3. Proper fasteners selected for joint detail (grade, type, bolt length if threads are to be excluded from shear plane

4. Proper bolting procedure selected for joint detail

5. Connecting elements, including appropriate faying surface condition and hole preparation, if specified, meet applicable requirements

6. Pre-installation verification testing by installation personnel observed and documented for fastener assemblies and methods used

- O/D***

7. Proper storage provided for bolts, nuts, washers, and other fastener components

DURING BOLTING (TABLE N5.6-2, AISC 360-10 & TABLE J7-2, AISC 341-10):

Required Task Perform Observe Description

1. Fastener assemblies of suitable condition, paced in all holes and washers

(if required) are positioned as required

2. Joint brought to the snug-tight condition prior to pretensioning operations

3. Fastener component not turned by the wrench prevented from rotating

4. Fasteners are pretensioned in accordance with RCSC

Specification, progressing systematically from the most rigid point toward the free edges

AFTER BOLTING (TABLE N5.6-3, AISC 360-10 & TABLE J7-3, AISC 341-10):

Required Task Perform Observe Description

Document acceptance or rejection of bolted connections

P/D*** -

OTHER STEEL INSPECTIONS (SECTION N5.7, AISC 360-10):

Required Task Perform Observe Description

1. Anchor rods and other embedments supporting structural steel P -

Verify the diameter, grade, type, and length of the anchor rod or embedded item, and the extent or depth of embedment prior to placement of concrete.

2. Fabricated steel or erected steel frame

- O

Verify compliance with the details shown on the construction documents, such as braces, stiffeners, member locations and proper application of joint details at each connection.

OTHER STEEL INSPECTIONS (Tables J8-1 & J10-1, AISC 341-10):

Required Task Perform Observe Description

1. Reduced beam sections

(RBS)

P/D -

• Contour and finish

• Dimensional tolerances

2. Protected zones

P/D - No holes or unapproved attachments made by fabricator or erector

3. H-piles

P/D - No holes or unapproved attachments made by the responsible contractor

STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT

(TABLE N6.1, AISC 360-10):

Required Task Perform Observe Description

1. Placement and installation of steel deck

2. Placement and installation of steel headed stud anchors

3. Document acceptance or rejection of steel elements

COMPOSITE STRUCTURES PRIOR TO CONCRETE PLACEMENT

(TABLE J9-1, AISC 341-10):

Required Task Perform Observe Description

1. Material identification of reinforcing steel

(Type/Grade)

2. Determination of carbon equivalent for reinforcing steel other than ASTM

A706

3. Proper reinforcing steel size, spacing and orientation

4. Reinforcing steel has not been rebent in the field

5. Reinforcing steel has been tied and supported as required

6. Required reinforcing steel clearances have been provided

7. Composite member has required size

COMPOSITE STRUCTURES DURING CONCRETE PLACEMENT

(TABLE J9-2, AISC 341-10):

Required Task Perform Observe Description

1. Concrete: Material identification ( mix design, compressive strength, maximum large aggregate size, maximum slump)

- O/D

2. Limits on water added at the truck or pump

- O/D

3. Proper placement techniques to limit segregation

STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL

STEEL ROOF AND FLOOR DECKS (IBC TABLE 1705.2.2):

Required Task Continuous Periodic Description

1. Material verification of cold-formed steel deck

- P

Confirm that identification markings are provided to conform to ASTM standards specified on approved construction documents. Verify material with manufacturer’s certified test reports.

2. Floor and roof deck attachment

- P

Visual inspection to confirm that welds meet acceptance criteria of AWS D1.3 and verify welder qualifications and mechanical fasteners installed at the proper spacing.

STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL

COLD FORMED STEEL (IBC 1705.2.2, 1705.10, 1705.11):

Required Task Continuous Periodic Description

1. Cold-formed steel light-frame construction welded connections (*,

- P

Visually inspect all welds within the main wind force or seismic force resisting system in accordance with

AWS D1.4.

2. Cold-formed steel light-frame construction mechanical connections

(*, **) - P

Visually inspect all screw attachment, bolting, anchoring and other fastening of components within the main wind force or seismic force resisting system including shear walls, braces, diaphragms, collectors (drag struts) and hold-downs.

3. Cold-formed steel connections (#)

- P

Verify proper welding operations, screw attachment, bolting, anchoring and other fastening of components within the progressive collapse resisting system, including horizontal tie force elements, vertical tie force elements and bridging elements.

CONCRETE CONSTRUCTION

IBC TABLE 1705.3, 1705.12.1:

Required Task Continuous Periodic Description

1. Reinforcing steel, including prestressing tendons

- P

Verify prior to placing concrete that reinforcing is of specified type, grade and size; that it is free of oil, dirt and rust; that it is located and spaced properly; that hooks, bends, ties, stirrups and supplemental reinforcement are placed correctly;

that lap lengths, stagger and offsets are provided; and that all mechanical connections are installed per the manufacturer’s instructions and/or evaluation report.

2. Anchors cast in concrete

- P

Verify prior to placing concrete that cast in anchors have proper embedment, spacing and edge distance.

3. Post-installed anchors or dowels C

Inspect all post-installed anchors/dowels as required by the approved ICC-ES report.

4. Use of required mix design

- P

Verify that all mixes used comply with the approved construction documents

5. Concrete slump, air content, and temperature

C -

At the time fresh concrete is sampled to fabricate specimens for strength test verify these tests are performed.

6. Concrete & shotcrete placement

C -

Verify proper application techniques are used during concrete conveyance and depositing avoids segregation or contamination. Verify that concrete is properly consolidated.

7. Curing temperature and techniques - P

Inspect curing , cold weather protection and hot weather protection procedures.

8. Pre-stressed concrete

C -

Verify application of prestressing forces and grouting of bonded prestressing tendons in the seismic force-resisting system.

SOILS CONSTRUCTION

IBC TABLE 1705.6

Required Task Continuous Periodic Description

1. Foundation bearing capacity - P

Verify the materials below foundations are adequate to achieve the design bearing capacity.

2. Excavations

- P

Verify the excavations are extended to the proper depth and have reached proper material.

3. Perform classification and testing of compacted fill materials

- P

4. Compacted fill material

C -

Verify the use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill.

5. Subgrade

- P

Prior to placement of compacted fill, observe sub-grade and verify that site has been prepared properly.

APPENDIX H TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND MANAGEMENT OF

SENSITIVE COMPARTMENTED INFORMATION FACILITIES (VERSION 1.5.1)

IC TECH SPEC-FOR ICD/ICS 705, DATED SEPTEMBER 26, 2021

AND

UFC 4-010-05 (1 FEBRUARY 2013, CHANGE 1, 1 OCTOBER 2013)

SENSITIVE COMPARTMENTED INFORMATION FACILITIES PLANNING,

DESIGN, AND CONSTRUCTION

APPENIDX I AF FORM 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

Section 08 33 23

08 33 23

2.1 SYSTEM DESCRIPTION

Doors to be coiling type, with interlocking slats, complete with anchoring and door hardware, guides, hood, and operating mechanisms, and designed for use on openings as indicated. Use grease-sealed or self-lubricating bearings for rotating members. Project includes a total of (4) overhead coiling doors (OHCDs) at (2) wall openings. Each of the (4) OHCDs is to have separate controls and operate independently.

B.73 LAB EXPANSION 14911718

EGLIN AFB, FLORIDA

Hardware Set: 05

Opening# 119A

Quantity Heading Description Finish Manufacturer ANSI/BHMA 3 Hinge Cam Lift Cam lift hinge by STC Dr manufacturer. NRP

US32D

Stainless Steel Metal, Satin

Hager A5111

1 High Security Lock 2890-L-0000-S3-EXIT

2890-P-0000-S2-EXIT

630 S&G

1 Core Construction 7190246

Best

1 Cylinder Mortise 1E-7-4-C103-RP3 x CORMAX-Patented x 626

626 US26D

Satin Chromium Plated

1 Balanced Magnetic Switch

HSS By Security Contr

By Security Contr

1 Closer Surface/Stop

QDC113 P x S/TAP x 689 689 Painted Aluminum

StanleyCH C02021/PT4G

1 Plate Kick 190S x B4E x 10” x 40” x

US32D

US32D

Stainless Steel Metal, Satin

Hager J102

1 Threshold Panic 520SV x 1/4” S.S.

Machine Screws and Lead Anchors x 42” x MIL

MIL Mill Finish Aluminum

Hager J36130

1 Door Sweep Surface

756S x 42” x MIL MIL Mill Finish Aluminum

Hager R3D434

1 Rain Drip Cap 810S x 46” x MIL MIL Mill Finish Aluminum

Hager

1 Weatherstripping 890SV x 42” x 84” x MIL MIL Mill Finish

Hager R3Y164

1 Power Supply PS902 x 900-2RS SchlageES 1 Power Transfer EPT 10 x SP28 SP28 Lacquer

Sprayed

VonDuprin

General Comments:

1 Exit only, no outside trim, exit alarm with key switch on/off/reset cylinder meeting FF-L-2890C (Type IX X) GFCI lock assembly to meet life safety and accessibility codes.

2 Level swing or cam lift hinges, automatic door bottom, and door seals as required by door manufacturer to meet STC requirements 3 Provide with integral manufacturer’s alarm kit fox Text Box

AMEND 0003

REVISED HW SETS - 05, 06, 10, 11

Hardware Set: 06

3 Hinge SW 4.5 BB1191 4-1/2” x 4-1/2” x

NRP x US32D

US32D

Stainless Steel Metal, Satin

Hager A5112

1 ED-HH-EL-RIM 3ROHC-TS-E2103-LD-

SNB(2) x 4908A x S300 x FSE x 3-0 x 626/630

626/630 Precision TY1/F03

1 Core I.C.-SFIC 1CX-7-W-2-626 x 626 626 US26D Satin Chromium Plated

1 Cylinder Rim 12E-7-2-S2-RP x CORMAX-Patented x

626 US26D

Satin Chromium Plated

Best E09221

1 Balanced Magnetic Switch

1 Closer Surface/HO/Stop

QDC114 P x S/TAP x

689 Painted

StanleyCH

1 Plate Kick 190S x B4E x 10” x 34” x US32D

US32D

Stainless Steel Metal, Satin

Hager J102

1 Threshold Panic 520SV x 1/4” S.S.

Machine Screws and Lead Anchors x 36” x

MIL

MIL Mill Finish Aluminum

Hager J36130

1 Door Sweep Surface 756S x 36” x MIL MIL Mill Finish Aluminum

Hager R3D434

1 Rain Drip Cap 810S x 40” x MIL MIL Mill Finish Aluminum

Hager 156.22

1 Weatherstripping 890SV x 36” x 84” x MIL MIL Mill Finish Aluminum

Hager R3Y164

1 Card Reader Wall Mount

Card Reader by Security

1 Power Supply PS902 x 900-2RS

SchlageES

1 Power Transfer EPT 10 x SP28 SP28 Lacquer Sprayed

1 Sliding Mechanical Deadbolt and Strike

5340-01-210-5589, model 1881

S&G

Valid credential momentarily unlocks outside trim. Cylinder for emergency bypass purposes only.

2 Level swing or cam lift hinges, automatic door bottom, and door seals as required by door manufacturer to meet STC requirements

3 Provide high security sliding mechanical deadbolt at interior side of door.

Hardware Set: 10

116, 120A, 121, 122, 202

Manuf US32D By STC Dr

Manuf

1 High Security Lock

2890-523M X10 2890 523 X10

626 S&G

1 Core Construction

7190246

1 Cylinder Rim 12E-7-2-S2-RP x CORMAX- Patented x 626

626 US26D Satin Chromium Plated

Best E09221

1 Balanced Magnetic Switch

1 Closer Surface QDC211 F x S/TAP x SN x

689 Painted Aluminum

StanleyCH C02011/21

1 Wall Stop 236W x US32D US32D Stainless Steel Metal, Satin

Hager L02251

1 Threshold Special

430S or 448S LAR per details or other as required by STD Dr Manuf

MIL Mill Finish

1 Seals by others Acoustical seals, door bottom by STC Dr Manuf

By STC Dr

1 Card Reader Wall Mount

1 GFCI Spin dial lock with pedestrian deadbolt meeting FF-L-2890C (Type II), lock assembly with electric lock integrated with GFGI access control system to meet life safety and accessibility codes.

2 Spin dial combo must be unlocked, then valid credential momentarily unlocks outside lever

3 Level swing or cam lift hinges, automatic door bottom, and door seals as

Hardware Set: 11

Manuf US32D By STC Dr

1 High Security Lock

2890-523M X10 2890-P-X10-S2

626 S&G

1 Core Construction

7190246

1 Cylinder Rim 12E-7-2-S2-RP x CORMAX- Patented x 626

626 US26D Satin Chromium Plated

Best E09221

1 Balanced Magnetic Switch

1 Closer Surface QDC211 F x S/TAP x SN x

689 Painted Aluminum

StanleyCH C02011/21

1 Wall Stop 236W x US32D US32D Stainless Steel Metal, Satin

Hager L02251

1 Threshold Special

430S or 448S LAR per details or other as required by STD Dr Manuf

MIL Mill Finish

1 Seals by others Acoustical seals, door bottom by STC Dr Manuf

By STC Dr

1 Card Reader Wall Mount

1 GFCI Spin dial lock with pedestrian deadbolt meeting FF-L-2890C (Type IV), lock assembly with electric lock integrated with GFGI access control system to meet life safety and accessibility codes.

2 Spin dial combo must be unlocked, then valid credential momentarily unlocks outside lever

3 Level swing or cam lift hinges, automatic door bottom, and door seals as

Section 09 06 00

09 06 00

2.3.1.5 Resilient Material(RM2)

RM2-Static Worx; Eclipse GFEC Rubber; Color: Presto (Gray background with salt/pepper coloring); Size: 24" x 24" x 2mm

Section 09 51 00

09 51 00

2.1 ACOUSTICAL UNITS

Comply with EPA requirements in accordance with Section 01 62 35 RECYCLED/RECOVERED/BIOBASED MATERIALS. Submit two samples of each type of acoustical unit and each type of suspension grid tee section showing texture, finish, and color. Conform acoustical units to ASTM E1264, Class A, and the following requirements:

Section 09 65 00

REVISED BY AMENDMENT NO. W9127822R0008-0003

09 65 00

2.2 STATIC DISSIPATIVE RUBBER TILE (SDVT1)

Conform to ASTM F1700 Class I monolithic (minimum wear layer thickness .080 inch, Type B (embossed). Provide 24 inch square tile. Provide resistance to ground - 6 x 10-6 ohms 50,000 ohms to 1,000,000 ohms (1.0 x 106). Provide copper ground for tile.

Section 14 25 02

REVISED BY AMENDMENT NO. W9127822R0008-0003

14 25 02

1.2 RELATED SECTIONS

a. A suitable, legal two-hour fire rated hoistway shall be provided on a concrete slab. The hoistway shall be plumb and hold its clear dimensions with no obstructions such as pipes or ductwork. Note:

Hoistway door walls shall NOT be erected until Material Lift doors are set in place

1. Section 03 30 53 - Miscellaneous

2. Section 09 29 00 - Gypsum Board

APPENDIX H TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND MANAGEMENT OF

SENSITIVE COMPARTMENTED INFORMATION FACILITIES (VERSION 1.5.1)

IC TECH SPEC-FOR ICD/ICS 705, DATED SEPTEMBER 26, 2021

AND

UFC 4-010-05 (1 FEBRUARY 2013, CHANGE 1, 1 OCTOBER 2013)

SENSITIVE COMPARTMENTED INFORMATION FACILITIES PLANNING,

DESIGN, AND CONSTRUCTION

APPENIDX I AF FORM 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

Section 32 13 13.06

REVISED BY AMENDMENT NO. W9127822R0008-0003

32 13 13.06

2.3.4.2 Slipform Paver-Finisher NOT USED

Provide a track-mounted slipform paver-finisher with automatic controls and padded tracks. Electronically reference horizontal alignment to a taut wire guideline. Electronically reference vertical alignment on both sides of the paver to a taut wire guideline, to an approved laser control system, or to a ski operating on a completed lane. Do not control from a slope-adjustment control or from the underlying material.

Section 41 22 13.14

REVISED BY AMENDMENT NO. W9127822R0008-0003

41 22 13.14

1.3.1 Crane Design Criteria

Cranes will operate in the given spaces and match the runway dimensions and rails indicated. Hook coverage, hook vertical travel, clear hook height, lifting capacity, and load test weight must not be less than that indicated. Crane runway beams and supporting columns are to be designed for maximum loading created during conditions where cranes are directly adjacent to one another.

1.3.1.1 General

Include the following: Number of cranes 2, located in building identified as B.73 Addition, with the capacity expressed in 12 tons, for each overhead electric traveling (OET) crane. Also clearly locate and identify each multiple single girder hoist and system components.

1.3.1.2 Classification

Provide top running overhead electric traveling (OET) multiple single girder crane conforming to CMAA 70 service class C for operation in an indoor environment, general purpose service, meeting the requirements of ASME B30.2, with an ambient temperature range of 30 to 100 degrees Fahrenheit. The crane span and vertical lift must be as indicated on drawings.

The crane must be pendant controlled and operate in the spaces and within the loading conditions indicated. The pendant controller must be mounted on a separate festooned cable system from the trolley power supply. The crane must operate on 460/115-volts AC, 60 Hz, three phase power source.

Maximum crane wheel loads (without impact) due to dead, trolley, and lifted loads, with the trolley in any position, must not cause a more severe loading condition in the runway support structure than that produced by the design wheel loads and spacing indicated.

2.3.4 Wire Ropes

b. Provide stainless steel construction hoist ropes.

b. Provide hoisting ropes with improved plow steel, extra improved plow steel, or extra-extra improved plow steel, regular lay, bright, and uncoated with an independent wire rope, wire strand, or otherwise, steel core. Hot-dipped galvanized wire rope is not permitted.

Section 41 22 13.14

2.4.6 Operator Controls

a. Provide crane equipped with a pendant pushbutton station.

b. If VFD controls are not provided, provide directional contactors with both mechanical and electrical interlocks.

c. Operator controls must be rated for the NEC Hazardous Classifications specified in the Classification section of this specification.

2.4.6.1 Pendant Pushbutton Station

The cranes must be controlled from a pendant pushbutton station suspended from the trolley. Provide multiconductor flexible cords for pendant pushbutton stations with No. 16 AWG minimum conductors. Provide a method of strain relief to protect the electrical conductors from damage. Locate the pendant pushbutton station 4 feet above the finished floor.

Pushbutton pendant station must have its elements legibly marked and arranged vertically, in order, in accordance with CMAA 70. Provide two speed pendant pushbuttons for control of the hoist bridge and trolley.

Provide pendant pushbuttons for control that spring return to the OFF position. Voltage in the pendant pushbutton station must not exceed 150 Volts AC or 300 Volts DC. Provide a maintained two-position selector switch for slow speed selection. The pendant must be rated for the NEC Hazardous Classifications specified in the Crane Design Criteria "Classification" Section.

APPENDIX H TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND MANAGEMENT OF

SENSITIVE COMPARTMENTED INFORMATION FACILITIES (VERSION 1.5.1)

IC TECH SPEC-FOR ICD/ICS 705, DATED SEPTEMBER 26, 2021

AND

UFC 4-010-05 (1 FEBRUARY 2013, CHANGE 1, 1 OCTOBER 2013)

SENSITIVE COMPARTMENTED INFORMATION FACILITIES PLANNING,

DESIGN, AND CONSTRUCTION

APPENIDX I AF FORM 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

APPENDIX H TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND MANAGEMENT OF

SENSITIVE COMPARTMENTED INFORMATION FACILITIES (VERSION 1.5.1)

IC TECH SPEC-FOR ICD/ICS 705, DATED SEPTEMBER 26, 2021

AND

UFC 4-010-05 (1 FEBRUARY 2013, CHANGE 1, 1 OCTOBER 2013)

SENSITIVE COMPARTMENTED INFORMATION FACILITIES PLANNING,

DESIGN, AND CONSTRUCTION

APPENIDX I AF FORM 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

ENTIRE APPENDIX ADDED BY AMENDMENT NO. W9127822R0008-0003

APPENDIX J

EXISTING BUILDING 73 (B73) INTERIOR

AND EXTERIOR PHOTOGRAPHS

B73 Lab Expansion

NORTH SIDE RAMP

NORTH SIDE RAMP

APPENDIX J PAGE 1

E102 SOUTH WALL CEILING

E102 SOUTH WALL CEILING CORNER

APPENDIX J PAGE 2

E102 SOUTH WALL

E102 Rack3 Door CCTV-Noise

APPENDIX J PAGE 3

E102 Rack3 Interior CCTV Noise

E104 All Room View From Doorway

APPENDIX J PAGE 4

E104 Rack1 Door

E104 Rack1 Interior NIPR

APPENDIX J PAGE 5

E104 Rack2 Door

E104 Rack2 Interior Green Fiber DREN

APPENDIX J PAGE 6

E104 Rack3 Door

E104 Rack3 Interior Yellow Aqua Purple Fiber

APPENDIX J PAGE 7

E104 Rack4

E104 Rack4 Interior Red Fiber SIPR

APPENDIX J PAGE 8

E104 Rack5 Door

E104 Rack5 Inteior CCTV

APPENDIX J PAGE 9

E104 Copper Drop

E104 Electrical Pnl Interior

APPENDIX J PAGE 10

R101 E Wall

R101 N Wall

APPENDIX J PAGE 11

E101 S Wall

E101 Southside W Wall

APPENDIX J PAGE 12

E101

APPENDIX J PAGE 13

E103 – Wall at South Door

E103 – Wall at South Door

APPENDIX J PAGE 14

E103 – South Door

E103 – South Door

APPENDIX J PAGE 15

E103 – Ceiling

APPENDIX J PAGE 16

Stair Landing at South Elevation

APPENDIX J PAGE 17

APPENDIX J PAGE 18

APPENDIX J PAGE 19

Wall Devices South Elevation

APPENDIX J PAGE 20

Door at South Elevation

APPENDIX J PAGE 21

APPENDIX J PAGE 22