AM03.pdf

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

1 3

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

W9127819R0002-0003 12 FEB 2019 MHF18001

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.

W9127819R0002

9B. DATED (SEE ITEM 11)

18 JAN 2019

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: AFLCMC TEMPORARY FACILITIES, EGLIN AIR FORCE BASE, FLORIDA Is modified in the following: REFER TO THE ENCLOSED REVISED AND ADDED SPECIFICATIONS/DRAWING REVISIONS FOR

AMENDMENT NO. 0003

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

AFLCMC TEMPORARY FACILITIES W9127819R0002

EGLIN AIR FORCE BASE, FLORIDA MHF18001

SF 30 Page 2 W9127819R0002-0003

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 as indicated herein.

01 00 00 Revised Paragraph 1.3

01 33 00 Replaced Submittal Register associated with Section 01 00 00

Added Submittal Registers associated with Sections 07 21 56, 21 13 13.00 10, 27 51 16 and 28 31 76

07 21 56 Added in its entirety

VOLUME 3

Appendix G Added in its entirety

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

SHT

REF. TITLE OF DRAWINGS

COVER SHEET

G-003 INDEX OF DRAWINGS

GC002 GENERAL NOTES – 1

CS502 SITE DETAILS 3 OF 4

CG100 OVERALL GRADING PLAN

CG101 GRADING PLAN – ENLARGED PLAN 1

CG102 GRADING PLAN – ENLARGED PLAN 2

CG103 GRADING PLAN – ENLARGED PLAN 3

CG104 GRADING PLAN – ENLARGED PLAN 4

SF 30 Page 3 W9127819R0002-0003

SHT

REF. TITLE OF DRAWINGS

CU208 UTILITY PROFILES – 8

SS100 FOUNDATION PLAN

A-001 SPECIFICATIONS

A-600 DOOR, WINDOW, AND ROOM SCHEDULES

ES601 ONE-LINE DIAGRAMS

E-601 MODULAR OFFICE SINGLE LINE DIAGRAMS

T-001 COMMUNICATIONS LEGEND

T-101.2 MAIN FACILITY DATA CABLING (REPLACED DRAWING)

T-401.1 FOD/DATA CENTER BUILD OUT (REPLACED DRAWING)

TY001 ESS SYSTEM LEGEND

Encl as stated:

Revised and added pages of the specifications as indicated in Part I.

19 Revised and replaced drawings as indicated in Part II.

This page was intentionally left blank for duplex printing.

Table of Contents Page 1 Revised by Amendment No. W9127819R0002-0003

TABLE OF CONTENTS

VOLUME 1 OF 3

CHECKLIST FOR PREPARATION OF OFFERS

BIDDING REQUIREMENTS

Contract Clauses

STANDARD FORM 1442 - SOLICITATION, OFFER, AND AWARD

BIDDING SCHEDULE

EXPLANATION OF BID ITEMS

STANDARD FORM 24 - BID BOND

STANDARD FORM 28 - AFFIDAVIT OF INDIVIDUAL SURETY

STANDARD FORM LLL - DISCLOSURE OF LOBBYING ACTIVITIES

00 11 00 PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

00 12 00 EVALUATION CRITERIA AND BASIS OF AWARD

00 21 16 INSTRUCTIONS TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONTRACT CLAUSES

CESAM FORM 1151, PROMPT PAYMENT CERTIFICATION AND SUPPORTING

DATA FOR CONTRACTOR PROGRESS PAYMENT INVOICE

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 ADDITIONAL SPECIAL CONTRACT REQUIREMENTS

PROJECT SIGNS

EGLIN BASE ACCESS REQUIREMENTS

DD FORM 1354

DD FORM 1354 CHECKLIST

WAGE RATES – BUILDING

WAGE RATES - HIGHWAY

01 00 01 GENERAL CONTRACT REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER

FORM 4025

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

SAM FORM 696

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

Table of Contents Page 2

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 21 56 FOIL RF SHIELDING (RADIANT BARRIER)

DIVISION 21 – FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 26 – ELECTRICAL

26 01 01 BASIC ELECTRICAL REQUIREMENTS

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 01 PAD-MOUNTED DEAD-FRONT AIR INSULATED SWITCHGEAR

26 22 00 LOW VOLTAGE TRANSFORMERS

26 24 13 SWITCHBOARDS

26 24 16 PANELBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 32 13 DIESEL ENGINE GENERATORS

26 33 53 STATIC UNINTERRUPTABLE POWER SUPPLY

26 36 00 TRANSFER SWITCHES

26 43 13 SURGE PROTECTION FOR LOW VOLTAGE FOR ELECTRICAL POWER

CIRCUITS

26 56 00 EXTERIOR LIGHTING

DIVISION 27 – COMMUNICATIONS

27 51 16 SOUND MASKING SYSTEM

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

VOLUME 2 OF 3

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

Table of Contents Page 3

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 92 19 SEEDING

DIVISION 33 – UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

APPENDICES

APPENDIX A EGLIN AFB COMMUNICATIONS STANDARDS

APPENDIX B EGLIN AFB ELECTRICAL STANDARDS

APPENDIX C ASUS WATER AND SANITARY SEWER STANDARDS

VOLUME 3 OF 3

APPENDICES (Continued)

APPENDIX D EGLIN AFB FIRE DEPARTMENT STANDARDS

APPENDIX E CHELCO DESIGN – CONSTRUCTION STANDARDS, DECEMBER 1, 2008

APPENDIX F FF&E (FOR REFERENCE ONLY)

APPENDIX G PRELIMINARY SOIL INFORMATION

--End of Project Table of Contents--

01 00 00

AMENDMENT NO. W9127819R0002-0003

01 00 00

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Hazard Analysis; G, RO

Request for Interruption of Utility Services; G, RO

Request for Road Closures; G, RO

AF Form 103, Base Civil Engineering Work Clearance Request; G, RO

Request Use of Cranes; G, RO

Contractor's Area Use Plan; G, RO.

Contractor Construction Security Plan; G, RO.

Modular Trailer Construction Shop Submittal; G, RO

(NOTE: The remainder of Paragraph 1.3 is unchanged by the amendment.)

(NOTE: The remainder of the section is unchanged by the amendment.)

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

W9127819R0002

AFLCMC Temporary Facilities, Eglin AFB, FL

01 00 00 SD-01 Preconstruction Submittals

1.9 G ROHazard Analysis

G RORequest for Interruption of Utility Services

G RORequest for Road Closures

1.20 G ROAF Form 103, Base Civil

Engineering Work Clearance Request

G RORequest Use of Cranes

1.15 G ROContractor's Area Use Plan

G ROContractor Construction Security Plan

G ROModular Trailer Construction Shop Submittal

SD-07 Certificates G ROAsbestos and Lead Based Paint

Certification Letter SD-11 Closeout Submittals

1.14 G RORedlined As-Built Drawings

1.14 G ROProgress As-Built Building

Information Model (BIM)

1.14 G ROFinal As-Built BIM

1.14 G ROAs-Built Drawings

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

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R E V W

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APPROVAL

NEEDED

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NEEDED

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C O D E

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C O D E

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AUTH REMARKS

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

Replaced by Amendment No. W9127819R0002-0003

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

W9127819R0002

AFLCMC Temporary Facilities, Eglin AFB, FL

07 21 56 SD-02 Shop Drawings

2.1.1 GFoil RF Shielding

SD-03 Product Data Gmanufacturer’s product data

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

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NEEDED

BY

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NEEDED

BY

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C O D E

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DATE FWD

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C O D E

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TO

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AUTH REMARKS

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

Added by Amendment No. W9127819R0002-0003

SUBMIT

APPROVA

L NEEDED

BY

MATERIAL

NEEDED BY

A C T I O N

C O D E

DATE OF

ACTION

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

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

21 13 13.00 10 SD-02 Shop Drawings Shop Drawings G As-Built Drawings SD-03 Product Data Fire Protection Related Submittals Materials and Equipment G Spare Parts Preliminary Tests G Final Acceptance Test G Onsite Training G Fire Proctection Specialist G Sprinkler System Installer G SD-05 Design Data Sway Bracing G Hydraulic Calculations G SD-06Test Reports Preliminary Test Report Final Acceptance Test SD-07 Certificates Inspection by Fire Protection Specialist SD-10 Operation and Maintenance Data Operating and Maintenance Manuals G

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE

CONTRACTOR: SCHEDULE DATES CONTRACTOR

ACTION

APPROVING AUTHORITY

(l)

MAILED

TO

CONTR/

DATE RCD

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AUTH/

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FROM

CONTR

SUBMITTAL REGISTER CONTRACT NO.

W9127819R0002

TITLE AND LOCATION

AFLCMC Temporary Facilities, Eglin AFB, FL

CONTRACTOR

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

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P A R A G R A P H

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

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

27 51 16 SD-02 Shop Drawings Detail Drawings G SD-06 Test Reports Approved Test Procedures G Acceptance Tests SD-07 Certificates Components Sound Masking System

28 31 76 SD-02 Shop Drawings Nameplates G Instructions G Wiring Diagrams G System Layout G System Operation G Notification Appliances G Amplifiers G SD-03 Product Data Technical Data and Computer Software G Fire Alarm Control Unit and Mass G Terminal Cabinets G Manual Stations G Transmitters (including housing) G Batteries G Battery Chargers G

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE

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SUBMITTAL REGISTER CONTRACT NO.

W9127819R0002

TITLE AND LOCATION

AFLCMC Temporary Facilities, Eglin AFB, FL

CONTRACTOR

A C T I V I T Y

N O

T R A N S M I T T A L

N O

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P A R A G R A P H

C L A S S I F I C A T I

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

28 31 76 Smoke sensors G Heat Detectors G Notification Appliances G Addressable interface devices G Amplifiers G Tone Generators G Digitalized Voice Generators G Remote Fire Alarm/ Mass Notification G Radio Transmitter and interface panels G Local Operation Console (LOC) G SD-05 Design Data Battery Power G Battery Chargers G SD-06 Test Reports Field Quality Control Testing Procedures G Smoke Sensor Testing Procedures G SD-07 Certificates Installer Formal Inspection and Tests Final Testing SD-09 Manufacturer's Field Reports System Operation G Fire Alarm/ Mass Notification System

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SUBMITTAL REGISTER CONTRACT NO.

W9127819R0002

TITLE AND LOCATION

AFLCMC Temporary Facilities, Eglin AFB, FL

CONTRACTOR

A C T I V I T Y

N O

T R A N S M I T T A L

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28 31 76 SD-10 Operation and Maintenance Data Operation and Maintenance (O&M) G Instruction of Government Employees G SD-11 Closeout Submittals As-Built Drawings

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SUBMITTAL REGISTER CONTRACT NO.

W9127819R0002

TITLE AND LOCATION

AFLCMC Temporary Facilities, Eglin AFB, FL

CONTRACTOR

A C T I V I T Y

N O

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SECTION 07 21 56

FOIL RF SHIELDING (RADIANT BARRIER)

05/11

PART 1 GENERAL

1.1 SECTION INCLUDES

Foil RF shielding (radiant barrier) for perimeter walls of secure area "B".

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Foil RF Shielding; G

Show plan layout of foil RF Shielding, termination details at slab and deck, penetration details (ducts, conduits, spinkler pipe), method of attachment and intergration with door frame details.

SD-03 Product Data

Submit manufacturer’s product data, including installation instructions; G.

Manufacturer’s Certification

Submit manufacturer’s certification that materials comply with specified requirements and are suitable for intended application; G.

Warranty Documentation: Submit manufacturer’s standard warranty.

1.3 QUALITY ASSURANCE

Manufacturer’s Qualifications: Manufacturer regularly engaged in the manufacturing of radiant barrier of similar type to that specified for a minimum of 10 years.

1.4 DELIVERY, STORAGE, AND HANDLING

1.4.1 Delivery Requirements

Deliver materials to site in manufacturer’s original, unopened containers and packaging, with labels clearly identifying product name and manufacturer.

1.4.2 Storage and Handling Requirements

Store and handle materials in accordance with manufacturer’s instructions.

Keep materials in manufacturer’s original, unopened containers and

SECTION 07 21 56 Page 1 Added in its entirety by Amendment No. W9127819R0002-0003 packaging until installation. Store materials in clean, dry area indoors.

Do not store materials directly on floor. Protect materials during storage, handling, and installation to prevent damage.

PART 2 PRODUCTS

2.1 RADIANT BARRIER

2.1.1 Foil RF Shielding (Radiant Barrier)

2.1.1.1 Basis of Design

rFoil 1800 Series Ultra NT Radiant

2.1.1.2 Description

a. Heavy-duty foil RF shielding (radiant barrier) sheet.

b. Single layer of woven polyethylene material, bonded to and sandwiched between 2 reflective, solid aluminum surfaces.

c. Vapor barrier.

2.1.1.3 Use

a. Radio frequency (RF) shielding at perimeter walls indicated for RF sheilding.

b. Interior.

2.1.1.4 Edge Type

Square.

2.1.1.5 Testing Verified

RIMA International US-006-20.

2.1.1.6 Physical Properties

a. Emissivity, ASTM C 1371: 0.03.

b. Reflectivity: 0.96.

c. Corrosiveness, ASTM D 3310: Passes.

d. Fire Rating, ASTM E 84: Class 1 / Class A.

e. Bleeding and Delamination, ASTM C 1313: No bleeding or delamination.

f. Pliability, ASTM C 1313: No cracking or delamination.

g. Tear Resistance, ASTM D 2261:

1) Length: 14.93.

2) Width: 15.13.

h. Water Vapor Permeability, ASTM E 96: 0.01 perms.

i. Resistance to Fungi, ASTM C 1338: Passes.

j. Shielding Effectiveness, IEEE 299, ASTM D 4935, 100 MHz to 10 GHz: 85 dB.

k. Weight, 500 sq ft: 15 lbs.

SECTION 07 21 56 Page 2

2.2 ACCESSORIES

2.2.1 Aluminum Foil Adhesive Tape

Manufacturer's recommended foil tape.

PART 3 EXECUTION

3.1 EXAMINATION

Examine areas to receive radiant barrier.

Notify COTR of conditions that would adversely affect installation or subsequent use.

Do not begin installation until unacceptable conditions are corrected.

3.2 INSTALLATION

Install foil RF shielding (radiant barrier) in accordance with manufacturer’s instructions at locations indicated on the Drawings. Install foil RF shielding (radiant barrier)between two (2) layers of gypsum wallboard to cover all wall surfaces at locations indicated on drawings.

Overlap joints of foil RF shielding (radiant barrier)a minimum of 6 inches. Seal seams of foil RF shielding (radiant barrier) with aluminum foil adhesive tape furnished by foil RF shielding (radiant barrier) manufacturer. Extend foil RF shielding (radiant barrier) across joint where walls meet metal decks or stairs above, so that foil RF shielding (radiant barrier) extends a minimum of 6 inches onto undersides of metal stairs, metal floor deck, and or metal roof deck as shown on drawings.

Extend foil RF shielding (radiant barrier) across joint where walls meet floors, so that foil RF shielding (radiant barrier) extends a minimum of 6 inches onto concrete slab. Treat all penetrations (louvers, conduits, spinklers) At locations where there is corrugated metal deck above, foil RF shielding (radiant barrier) extends 6 inches minimum onto flat 20 ga galvanized sheet metal that is fastened to corrugated metal deck.

3.3 PROTECTION

Protect installed radiant barrier from damage during construction.

-- End of Section --

SECTION 07 21 56 Page 3

APPENDIX G

PRELIMINARY SOIL INFORMATION

APPENDIX G: PRELIMINARY SOIL INFORMATION

The subsurface data transmittal report titled Subsurface Data Transmittal, Long-Range Stand-Off (LRSO) Building, Eglin Air Force Base, dated February 22, 2018 and subsequently included in Appendix G was prepared by Southern Earth Sciences, Inc. (SESI) of Mobile, Alabama. The subsurface information submitted in the data report is based upon test borings completed at the approximate locations indicated.

The data in Appendix G represents the best subsurface information available; however, variations may exist in the subsurface between boring locations. It shall be the Contractor’s responsibility to sample/test the soil to meet Specification 31 00 00 requirements. This document does not reflect variations which may occur between test borings. The nature and extent of variations between the test borings may not become evident until construction is performed. Drilling and laboratory testing for the investigation was performed on December 8, 2017. It included the completion of six (6) borings drilled to depths ranging from 10 feet to 100 feet below grade. Laboratory tests were conducted on select available samples following the completion of drilling operations. Boring logs and laboratory test results, as prepared by SESI, are included in the data report.

Groundwater observations at the time of drilling and as provided by SESI, are presented in the data report. It should be noted that fluctuations in water levels may occur over more prolonged periods of readings and can be influenced by various outside factors. It may take groundwater several days, or longer, to reach its hydrostatic levels. Seasonal variations in rainfall, changes to on-site conditions, and changes to off-site conditions can affect groundwater levels. Water levels observed and recorded reflect only those conditions that existed at the time of investigation and may vary from true phreatic groundwater levels.

Long-Range Stand-Off (LRSO) Building Eglin Air Force Base

Subsurface Data Transmittal

Burns & McDonnell

SESI Project No: M17-293 February 22, 2018

BURNS & MCDONNELL

Proposed Long-Range Stand-Off (LRSO) Building Eglin Air Force Base, FL i

1.0 Geologic Setting ............................................................................................................................ - 1 -

2.0 Field Investigation ......................................................................................................................... - 1 -

3.0 Field Electrical Resistivity Testing ................................................................................................. - 2 -

4.0 Laboratory Testing ........................................................................................................................ - 3 -

5.0 General Comments ....................................................................................................................... - 4 -

APPENDIX 1

Aerial, Topographic and Geologic Maps

APPENDIX 2

Test Location Plan

APPENDIX 3

Soil Boring Logs

APPENDIX 4

Laboratory Test Results

APPENDIX 5

Chemical Analysis Results

Proposed Long-Range Stand-Off (LRSO) Building Eglin Air Force Base, FL

- 1 -

1.0 GEOLOGIC SETTING

The project site is situated in southeastern Okaloosa County within the Citronelle Formation (QTci). The most widespread unit on the northeastern Gulf of Mexico coastal plain, sediments of the Citronelle Formation are of the Pliocene Age and can be traced from Texas across the Gulf Coast into peninsular Florida. The typical section for this formation, named by Matson (1916), is located just south of the city of Citronelle, AL. The Citronelle Formation consists of gray to orange, often mottled, unconsolidated to poorly consolidated, very fine to coarse sandy-gravelly sediments to clayey-muddy sediments. In some areas this formation contains significant amounts of clay, silt and gravel which may occur as beds and lenses and may vary considerably over short distances. Sands of the Citronelle Formation are typically fairly permeable in nature and form the Sand and Gravel Aquifer of the surficial aquifer system. A geologic map of the site is attached in Appendix 1.

2.0 FIELD INVESTIGATION

Six (6) Soil Borings were performed across the project site at locations selected and staked in the field by Burns & McDonnell personnel prior to our mobilization. A Test Location Plan depicting the approximate boring locations is attached in Appendix 2.

Soil borings with Standard Penetration Tests (SPTs) were advanced to depths ranging from approximately 10 to 100 feet below the existing ground surface using a track mounted CME-45 drill rig. Soil sampling and penetration testing were performed in general accordance with ASTM D 1586 using flight auger and mud rotary drilling techniques. At regular intervals during the process, the drill rods were removed and soil samples were obtained with a standard 2-inch split tube sampler. Soils were sampled continuously or at

2.5 ft sample intervals from the ground surface to a depth of 15 feet, then at five-foot intervals to the depth of the borings. Representative portions of soil samples obtained during the investigation were transported to our laboratory for classification testing. Samples were examined by an engineer and classified in accordance with the Unified Soil Classification System. Soil descriptions, penetration resistances and lab testing results are shown on the appropriate Soil Boring Log sheets attached in Appendix 3.

Proposed Long-Range Stand-Off (LRSO) Building Eglin Air Force Base, FL

- 2 -

3.0 FIELD ELECTRICAL RESISTIVITY TESTING

Soil resistivity testing was conducted in the field at the requested location within the project area. Field resistivity measurements were conducted utilizing an AEMC 6470 resistance meter and the Wenner 4- Pole Method. The instrument configuration is shown in Figure 1 where “A” is the spacing between the electrodes and “B” is the depth of the electrode below the ground surface. Spacing between the electrodes (A) was initially set at 5 feet and was increased incrementally to distances of up to 30 feet to assess variation in resistance with depth. Field testing indicates resistivity values to vary with depth from between 220 to 350 kohm-cm. Field Resistivity Test results are summarized below in Table 1.

FIGURE 1

Wenner 4-Pole Resistance Test Method

Proposed Long-Range Stand-Off (LRSO) Building Eglin Air Force Base, FL

- 3 -

TABLE 1

SOIL RESISTIVITY TEST RESULTS

Test Location Distance, A ft (cm)

Average Apparent Resistivity, Kohm-cm

RES-1

5 (152.5) 222

10 (305.0) 285

15 (457.5) 320

20 (610.0) 353

30 (915.0) 326

4.0 LABORATORY TESTING

Laboratory testing consisted of physical examination and general classification testing of samples obtained during soil test boring operations. Testing included Moisture Content Determination (ASTM D 2216), No. 200 Sieve Washes (ASTM D 1140), California Bearing Ratio Tests (ASTM D4429), Modified Proctor Density Tests (ASTM D1557) and Constant Head Permeability (ASTM D5856). Test results are included on Soil Boring Logs attached in Appendix 3 and on Laboratory Test Data Summary Sheets attached in Appendix 4. Selected soil samples obtained from within the upper 10 feet of the site were forwarded to Pace Analytical Laboratories, Inc. for chemical analysis. The results of these tests are attached in Appendix 5.

Laboratory Constant Head Permeability (ASTM D5856) tests were performed on soil samples obtained at the requested locations to estimate hydraulic conductivity or permeability values of remolded in-situ site soils. Table 2 summarizes the results of laboratory permeability tests. These results are laboratory test data only. The detention designer should consider appropriate design manuals, design criteria and laboratory hydraulic conductivity data for the basis of their design. Additionally, these permeability test result values should not be considered the pond drawdown rate. The drawdown rate is a complex 3-dimensional phenomenon dependent upon numerous factors including pond/system geometry, vertical and horizontal infiltration rates, groundwater mounding, etc.

Proposed Long-Range Stand-Off (LRSO) Building Eglin Air Force Base, FL

- 4 -

TABLE 2

CONSTANT HEAD-RIGID WALL PERMEABILITY TEST RESULTS

5.0 GENERAL COMMENTS

While the Soil Borings are representative of subsurface conditions at their respective locations and for their respective vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and may be encountered. The delineation between soil types shown on the logs is approximate and the description represents our interpretation of subsurface conditions at the designated boring location and on the particular date drilled.

Soil Test Location

Sample Depth

(ft) Soil Description

Saturated Vertical

Hydraulic Conductivity k

(cm/sec)

Percent Passing No. 200 Mesh Sieve

INF-01 0.0 - 2.0 TAN SAND 1.8 x 10 -2 8.2

INF-01 4.0 - 6.0 TAN AND ORANGE SAND 2.1 x 10 -2 9.1

INF-02 2.0 - 4.0 TAN AND ORANGE SAND 8.9 x 10 -3 11.5

INF-02 8.0 - 10 TAN AND WHITE SAND 1.5 x 10 -2 9.2

Proposed Long-Range Stand-Off (LRSO) Building Eglin Air Force Base, FL

APPENDIX 1

Aerial, Topographic and Geologic Maps

Proposed Long-Range Stand-Off (LRSO) Building Eglin Air Force Base, FL

APPENDIX 2

Test Location Plan

Proposed Long-Range Stand-Off (LRSO) Building Eglin Air Force Base, FL

APPENDIX 3

Soil Boring Logs

Proposed Long-Range Stand-Off (LRSO) Building Eglin Air Force Base, FL

APPENDIX 4

Laboratory Test Results

LL PI

B-1 S-2 2.5-4.0 A-3 SP-SM 4.2 8.7

B-1 S-3 5.0-6.5 A-3 SP-SM 4.6 7.2

B-1 S-6 12.5-14.0 A-3 SP-SM 4.6 5.3

B-1 S-9 25.0-26.5 A-3 SP 5.7 2.0

B-2 S-1A 0.0-2.0 A-2-4(0) SP-SM 10.3 11.5

B-2 S-1B 0.0-2.0 A-2-4(0) SP-SM 6.2 10.6

B-2 S-3 4.0-6.0 A-3 SP-SM 4.0 8.1

B-3 S-1B 0.0-1.5 A-2-4(0) SM 11.6 12.6

B-3 S-3 5.0-6.5 A-3 SP-SM 4.1 7.4

B-3 S-6 12.5-14.0 A-2-4(0) SM 4.1 12.9

B-4 S-1B 0.0-1.5 A-3 SP-SM 6.4 7.8

B-4 S-3 5.0-6.5 A-3 SP-SM 4.3 6.8

B-4 S-13 45.0-46.5 A-1-b SP 23.5 2.8

B-4 S-20 80.0-81.5 A-3 SP-SM 25.8 6.7

B-5 S-2 2.0-4.0 A-3 SP-SM 4.8 8.6

B-6 S-1B 0.0-2.0 A-3 SP-SM 7.7 8.3

B-6 S-2 2.0-4.0 A-2-4(0) SM 1.5 12.1

B-6 S-3 4.0-6.0 A-3 SP-SM 4.1 7.4

INF-1 --- 0.0-2.0 A-3 SP-SM 7.2 8.2

INF-1 --- 4.0-6.0 A-3 SP-SM 4.3 9.1

Passing No. 200

Project:

SESI

Project No.

M17-293

Boring No.

Sample No.

Sample Depth

(ft)

USCS

Symbol

Moisture Content

Atterberg LimitsAASHTO Symbol

EGLIN AFB- PROPOSED LRSO BUILDING

Materials Testing Report

Tabulated Data Sheet

Client: Date: 12/27/17BURNS AND MCDONNELL

LL PI

Passing No. 200

Project:

SESI

Project No.

M17-293

Boring No.

Sample No.

Sample Depth

(ft)

USCS

Symbol

Moisture Content

Atterberg LimitsAASHTO Symbol

EGLIN AFB- PROPOSED LRSO BUILDING

Materials Testing Report

Tabulated Data Sheet

Client: Date: 12/27/17BURNS AND MCDONNELL

INF-2 --- 2.0-4.0 A-3 SP-SM 4.1 8.9

INF-2 --- 8.0-10.0 A-3 SP-SM 4.5 9.2

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BEARING RATIO TEST REPORT

ASTM D1883-16

BEARING RATIO TEST REPORT

SOUTHERN EARTH SCIENCES

Project No: M17-293

Project: EGLIN AIR FORCE BASE - PROPOSED LRSO BUILDING

Location: COMPOSITE SAMPLE

Sample Number: 3263

Date: 12/29/2017

TAN SAND

Test Description/Remarks:

Figure

111.9 8.9 NV NPSP

Material Description

USCS

Max.

Dens.

(pcf)

Optimum Moisture

LL PI

Molded Density

(pcf) Percent of Max. Dens.

Moisture

Soaked Density

(pcf) Percent of Max. Dens.

Moisture

CBR (%)

0.10 in. 0.20 in.

Linearity Correction

(in.)

Surcharge

(lbs.)

Max.

Swell

1 110.3 98.6 8.5 110.3 98.5 12.7 13.5 18.4 0.087 10 0

Pe ne tra tio n Re si st an ce

(p si

Penetration Depth (in.)

0 0.1 0.2 0.3 0.4 0.5

97952-DATA ONLY RFP LANGUAGE ADD USCOE-Eglin AFB LRSO SID