FA860420R8108 0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

See Block #2

PAGE OF PAGES

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

4. REQUISITION/PURCHASE REQ.NO.

5. PROJECT NO. (If applicable)

6. ISSUED BY AFLCMC/PZIEB CODE FA8604 7. ADMINISTERED BY (If other than Item 6) CODE

USAF/AFMC/AFLCMC

AF LIFE CYCLE MANAGEMENT CENTER

2275 D STREET, BLDG 16, RM 128

WRIGHT-PATTERSON AFB OH 45433-7228

FREDERICK A. NEACE 937-656-7507

frederick.neace@us.af.mil

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

FA8604-20-R-8108

X

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers X 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 0 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 ACKNOWLEDGMENT 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 MODIFICATION OF CONTRACTS/ORDERS,

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

(X )

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: ( ) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. ITEM

10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE 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 X 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.)

Non-ACAT, Pease / Burlington ANGB

Section J, Attachments Revised, See Schedule

Solicitation Due Date and Question Period Remain Unchanged

Except as provided herein, all terms and conditions of the document referenced 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 SIGNER (Type or print)

15B. CONTRACTOR/OFFEROR

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

16C. DATE SIGNED

(Signature of person authorized to sign)

BY________________________________________

(Signature of Contracting Officer)

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

PREVIOUS EDITION UNUSABLE Prescribed by GSA ConWrite Version 7.3.1.0 FAR (48 CFR) 53.243 Created 26 Jun 2020 12:16 PM

CONTRACT DOCUMENTS, EXHIBITS AND ATTACHMENTS

FA8604-20-R-8108 0001 PAGE 2 OF 4

The Following changes have been incorporated into this Solicitation;

1. Cover PD, Burlington, Dated 1 April 2020 has been removed and Replaced with Cover PD, Burlington, Rev. 1 Dated 19 June 2020

2. Drawing NBR901-01, Burlington, Dated 1 April 2020 has been removed and Replaced with Drawing NBR901-01 R1, Burlington, Dated 19 June 2020

3. Cover PD, Pease, Dated 30 March 2020 has been removed and Replaced with Cover PD, Pease, Rev.

1 Dated 22 June 2020

4. Appendix B , Pease Dated 30 March 2020 has been removed and Replaced with Appendix B, Rev. 1, Dated 19 June 2020

5. Attachement numbers for Attachments 8, 9, 10, 11 & 12, have been corrected on the top of each attachemnt, to show the correct attachment number.

6. Solicitation Due date and Question period remain unchanged.

Qty Unit Price ITEM SUPPLIES OR SERVICES Purch Unit Total Item Amount

Design Complete

0001 CLIN Change __________ Lot __________ Noun: DESIGN COMPLETE Total Quantity: 1 Total Item Amount: $0.00

ACRN: AA

PSC: 3990

NSN: N - Not Applicable Contract type: J - FIRM FIXED PRICE Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall design the Storage Aids System for project CSN: NBR901 in accordance with all applicable paragraphs of the Cover Purchase Description (PD) dated 19 June 2020 (paragraphs 2. through 2.2., 3. through 3.2.8. and 4. through 4.3.3.), Appendices A through B and all associated drawings as noted in the attachments.

NOTE: THE REQUIREMENT INCLUDES TRAVEL TO ATTEND A POST AWARD

CONFERENCE AT Vermont ANGB, Vermont AND IS MANDATORY.

CONTRACT DOCUMENTS, EXHIBITS AND ATTACHMENTS

FA8604-20-R-8108 0001 PAGE 3 OF 4

Qty Unit Price ITEM SUPPLIES OR SERVICES Purch Unit Total Item Amount

Design Complete

0007 CLIN Change __________ Lot __________ Noun: DESIGN COMPLETE Total Quantity: 1 Total Item Amount: $0.00

ACRN: AB

PSC: 3990

NSN: N - Not Applicable Contract type: J - FIRM FIXED PRICE Inspection: DESTINATION Acceptance: DESTINATION

FOB: DESTINATION

Descriptive Data:

The Contractor shall design the Storage Aids System for project CSN: NPS624 in accordance with all applicable paragraphs of the Cover Purchase Description (PD) dated 22 June 2020 (paragraphs 2. through 2.2., 3. through 3..2.8. and 4. through 4.3.3.), Appendices A through c and all associated drawings as noted in the attachments.

NOTE: THE REQUIREMENT INCLUDES TRAVEL TO ATTEND A POST AWARD CONFERENCE AT

Pease ANGB. N.H. AND IS MANDATORY. SHIP MARK

TRANS

ITEM SUPPLIES SCHEDULE DATA QTY TO FOR PRI DATE

0001 1 FB6451 FB6451 45 DARO

Noun: DESIGN COMPLETE

ACRN: AA

Descriptive Data:

Delivery of the completed designs (i.e., shop drawings) shall be in accordance with paragraphs 3.3.2. and 3.3.4, Table 1 - Data Requirements of the Cover PD.

0007 1 FB6291 FB6291 60 DARO

Noun: DESIGN COMPLETE

ACRN: AB

Descriptive Data:

Delivery of the completed designs (i.e., shop drawings) shall be in accordance with paragraphs 3.3.2. and 3.3.4, Table 1 - Data Requirements of the Cover PD.

SCHEDULE

FA8604-20-R-8108 0001

DOCUMENT PGS DATE TITLE

ATTACHMENT 1 18 19 JUN 2020 COVER PURCHASE DESCRIPTION -

BURLINGTON

ATTACHMENT 4 1 19 JUN 2020 DRAWING, NBR901-01, BLDG 70, BURLINGTON

ATTACHMENT 8 30 22 JUN 2020 COVER PURCHASE DESCRIPTION - PEASE

ATTACHMENT 9 17 30 MAR 2020 APPENDIX A, PALLET RACK - PEASE

ATTACHMENT 10 19 19 JUN 2020 APPENDIX B, VERTICAL CAROUSEL - PEASE

ATTACHMENT 11 30 30 MAR 2020 APPENDIX C, RAIL-GUIDED MAN-UP TURRET

TRUCK SYSTEM

ATTACHMENT 12 1 30 MAR 2020 DRAWING, NPS624-01, BLDG 262 TC - PEASE

COVER PURCHASE DESCRIPTION

FOR

F35 DSP STORAGE & MOBILITY PROCESSING SYSTEM

BUILDING 70

CSN: NBR901

DATE: 1 APRIL 2020

REVISION 1: 19 JUNE 2020

PREPARED BY:

Andrew J Huser

ANDREW J HUSER

PROJECT ENGINEER

AFLCMC/EZPAE

Bradley Thompson

BRADLEY THOMPSON

REVIEWER

AFLCMC/EZPAE

FA860420R8108 Attachment #1 Page 1 of 18

TABLE OF CONTENTS

1. SCOPE

2. APPLICABLE DOCUMENTS

2.1. GOVERNMENT DOCUMENTS

2.2. NON-GOVERNMENT DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

3.1.1. ISU CONTAINER MOBILITY CASTER SET

3.1.2. WIDE SPAN SHELVING

3.2. CHARACTERISTICS

3.2.1. STANDARD, COMMERCIAL COMPONENTS

3.2.2. STRUCTURAL REQUIREMENTS

3.2.3. VERIFICATION OF DIMENSIONS

3.2.4. OZONE DEPLETING SUBSTANCES (ODS)

3.2.5. SAFETY

3.2.5.1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

3.2.5.2. PLACARDS

3.2.5.3. CLEAN-UP

3.2.6. MATERIALS

3.2.6.1. STEEL

3.2.6.2. MECHANICAL FASTENING DEVICES

3.2.6.3. ANCHORS

3.2.7. PROTECTIVE COATINGS

3.2.7.1. PAINTING

3.2.7.2. PLATING

3.2.7.3. GALVANIZING

3.2.7.4. DISSIMILAR METALS

3.2.8. WELDING

3.2.8.1. WELDING PROCEDURE QUALIFICATION

3.2.8.2. WELDER PERFORMANCE QUALIFICATION

3.2.8.3. FIRE PROTECTION

3.2.9. CUTTING

3.2.10. COORDINATION

3.2.11. NAMEPLATES........................................... 8 |R1

3.2.12. PRECEDENCE

3.3. DOCUMENTATION

3.3.1. MANAGEMENT REPORTS

3.3.2. SHOP DRAWINGS

3.3.3. CERTIFICATIONS

3.3.4. AS-BUILT DRAWINGS

4. QUALITY ASSURANCE PROVISIONS

4.1. GENERAL

4.2. ACCEPTANCE TESTS

4.2.1. SYSTEM CHECKOUT TEST

FA860420R8108 Attachment #1 Page 2 of 18

4.2.2. QUALITY CONFORMANCE TEST

4.2.3. RELIABILITY DEMONSTRATION TEST

4.3. INSPECTIONS, TESTS, AND CERTIFICATIONS

4.3.1. INSPECTIONS

4.3.2. TESTS

4.3.3. CERTIFICATIONS

FA860420R8108 Attachment #1 Page 3 of 18

1. SCOPE

This purchase description (PD) establishes the minimum performance, design, fabrication, installation, and test requirements for a F35 DSP Storage & Mobility Processing System in Building 70 at Vermont Air National Guard Base (ANGB) VT.

The work shall be completed in accordance with this PD, associated Appendices and Air Force (AF) Drawings NBR901-01.

This PD covers all equipment, materials, and labor necessary to complete installation of the system. It also includes performing tests and making adjustments to the system as well as providing on-the-job instructions to Government personnel.

2. APPLICABLE DOCUMENTS

The following documents form a part of this PD to the extent specified herein. The issue in effect on the date the solicitation is issued shall apply.

2.1. GOVERNMENT DOCUMENTS

AIR FORCE INSTRUCTION (AFI)

AFI 91-203

Air Force Consolidated Occupational Safety Instruction

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

29 CFR 1910 Occupational Safety and Health

Standards

29 CFR 1926 Safety and Health Regulations for Construction

AIR FORCE DRAWINGS

NBR901-01 F35 DSP STORAGE & MOBILITY PROCESSING

BUILDING 70

VERMONT ANGB, BURLINGTON VT

2.2. NON-GOVERNMENT DOCUMENTS

FA860420R8108 Attachment #1 Page 4 of 18

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 Steel Construction Manual

(Applications for copies shall be addressed to the American Institute of Steel Construction, Inc, 1 East Wacker Drive, Chicago IL 60601)

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI B11.19 Performance Criteria for Safeguarding

National Standards Institute, 1430 Broadway, New York, NY 10018)

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A153

Standard Specification for Zinc Coating(Hot-Dip) on Iron and Steel Hardware

ASTM A307 Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength

ASTM F3125 Standard Specification for High Strength Structural Bolts, Steel and Alloy Steel, Heat Treated, 120 ksi and 150 ksi Minimum Tensile Strength

ASTM B633 Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel

Society for Testing and Materials, 1916 Race Street, Philadelphia PA 19103)

AMERICAN WELDING SOCIETY (AWS)

AWS B2.1 Specification for Welding Procedure and

Performance Qualification AWS D1.1 Structural Welding Code – Steel AWS D14.1 Specification for Welding of Industrial and Mill Cranes and Other Material Handling Equipment

FA860420R8108 Attachment #1 Page 5 of 18

AWS Z49.1 Safety in Welding, Cutting, and Allied Processes

(Applications for copies shall be addressed to the American Welding Society, Inc, 550 NW Lejeune Road, P.O.Box 35140, Miami

FL 33135)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 51B Standard for Fire Prevention During

Welding, Cutting, and Other Hotwork

SOCIETY OF AUTOMOTIVE ENGINEERS, INC (SAE)

SAE J429 Standard for Mechanical and Material

Requirements for Externally Threaded Fasteners

(Applications for copies shall be addressed to the Society of Automotive Engineers, Inc, 400 Commonwealth Drive, Warrendale PA 15906)

INTERNATIONAL BUILDING CODE (IBC)

IBC International Building Code (IBC) developed by the International Code Council (ICC)

(Applications for copies can be obtained at http://www.iccsafe.org/Pages/default.aspx)

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

The following major components shall be integrated to form the complete Deployable Spare Storage System

3.1.1. ISU CONTAINER MOBILITY CASTER SET

The ISU Container Mobility Caster Set shall be as specified in Appendix A and this Cover PD.

3.1.2. WIDE SPAN SHELVING

FA860420R8108 Attachment #1 Page 6 of 18 http://www.iccsafe.org/Pages/default.aspx

The Wide Span Shelving shall be as specified in Appendix B and this Cover PD.

3.2. CHARACTERISTICS

3.2.1. STANDARD, COMMERCIAL COMPONENTS

Standard, commercial components which have been for sale and available for purchase to the general public or government agencies for at least one year shall be used to the maximum extent possible. All equipment and materials shall be new.

3.2.2. STRUCTURAL REQUIREMENTS

The system shall be designed and constructed in accordance with state and local codes at Vermont ANGB. The system shall also be designed to withstand the seismic conditions called for in the International Building Code (IBC) for the Vermont ANGB, Burlington VT locality.

3.2.3. VERIFICATION OF DIMENSIONS

The contractor shall become familiar with all details of the work, verify all dimensions in the field, and shall advise the Contracting Officer of any discrepancy before performing the work.

3.2.4. OZONE DEPLETING SUBSTANCES (ODS)

The Contractor shall not use or prescribe to the greatest extent possible any ODS in the installation and maintenance of the system. ODS includes, but is not limited to aerosol cans, certain cleaning solvents, and certain lubricants. If there is a question pertaining to the applicability of a substance, submit the name of the substance to the Contracting Officer for verification.

3.2.5. SAFETY

The Contractor shall consider the safety of personnel and equipment when designing and installing the system. Safety provisions shall be incorporated to the maximum extent possible;

guards, interlocks, barriers, warning signs, indicator lights, and audio devices shall be installed when applicable. Safety requirements shall include, but are not limited to, the following.

3.2.5.1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

FA860420R8108 Attachment #1 Page 7 of 18

The system installation practices and completed system shall meet all applicable requirements of OSHA 29 CFR 1910 and OSHA 29

CFR 1926.

3.2.5.2. PLACARDS

Conspicuous placards shall be mounted adjacent to areas where hazards may exist (i.e., pinch points and tripping hazards).

Placards shall also be used to identify operating limits (i.e., capacity) in a conspicuous location for operators' use.

3.2.5.3. CLEAN-UP

The Contractor shall, at all times, keep the work area, including storage areas, free from the accumulation of waste materials and dust which would cause a hazard or nuisance to others. The approved methods of stabilization for dust control are sprinkling, chemical treatment (non-ODS) or a similar method approved by the COTR. If there is a cutting or drilling into concrete process, the solution shall be vacuumed up during the process to prevent dust pollution and water damage. Before leaving the site, the Contractor shall remove all rubbish, tools, equipment, and materials that are not the property of the Government. At the completion of the installation/test, the Contractor shall leave the site in a clean, neat and orderly condition satisfactory to the COTR. Waste will be removed daily from the site and shall not be allowed to accumulate to the extent that it becomes a safety or fire hazard. It shall be the Contractor's responsibility to dispose of waste in accordance with all applicable Federal, State, County and Municipal codes.

3.2.6. MATERIALS

3.2.6.1. STEEL

The structural steel components shall meet all design property requirements of AISC 325.

3.2.6.2. MECHANICAL FASTENING DEVICES

Unless otherwise specified, all threaded connectors of diameter greater than 7/16 inch shall be either F3125 bolts conforming to ASTM F3125 or SAE Grade 5 bolts conforming to SAE J429. All structural joints shall be in accordance with AISC 325. Bolt hole diameters shall not exceed nominal bolt diameters by more than 1/16 inch. All bolt holes shall be free of burrs, pins, or slivers. Bolts shall extend a minimum of two threads beyond the nuts. All nuts, bolts, and other threaded fasteners shall be

FA860420R8108 Attachment #1 Page 8 of 18 plated or galvanized to prevent corrosion. All threaded fasteners shall utilize plated flat and lock washers as required.

3.2.6.3. ANCHORS

Anchors shall, at a minimum, meet the requirements of ASTM A307.

Anchors shall be either the drop-in expansion type or wedge type. All anchors shall be sufficient in size to withstand the calculated pullout and shear forces experienced by the equipment. Minimum anchor sizes shall be 3/8 inch in diameter or, if applicable, as specified in the appendices. Anchor lengths shall be long enough to assure that the manufacturer's minimum embedment in concrete is maintained and shall be installed properly to maintain the required minimum concrete embedment. Anchors used for shelving on the mezzanine shall ensure rack stability. Anchors shall be spaced so that the manufacturer's recommended minimum allowable spacing between anchors is maintained and the recommended minimum allowable edge distance is maintained. All anchors shall be torqued to the manufacturer's recommended installation torque.

3.2.7. PROTECTIVE COATINGS

All system component surfaces shall be protected from corrosion by painting, plating, or galvanizing.

3.2.7.1. PAINTING

Metal surfaces, which are not galvanized or plated, shall be cleaned, treated, and painted to protect against rust, corrosion, and deterioration. Paint shall last the service life of the equipment. Paint shall be lead and chromate free and meet air pollution requirements for solvent emissions. When several standard colors are available, a color selection chart shall be submitted to the Base Point of Contact (POC) at the Post Award Technical Information Meeting (PATIM) for selection.

The finish coat shall be a smooth, even surface, free from runs, sags, and defects when dry. Welded surfaces shall be cleaned and painted after the welding process is complete. Prepainted accessories, as well as surfaces not requiring paint, shall be protected from overspray.

3.2.7.2. PLATING

All surfaces to be plated shall be thoroughly cleaned to provide a surface free of mill scale, oil, grease, dirt, rust, and any other foreign material prior to being plated. Plating at a

FA860420R8108 Attachment #1 Page 9 of 18 minimum shall comply with ASTM B633, Service Condition 1, Type I unless otherwise specified.

3.2.7.3. GALVANIZING

All metal surfaces to be galvanized shall be thoroughly cleaned to provide smooth surfaces and shall comply with ASTM A153 and

ASTM A123.

3.2.7.4. DISSIMILAR METALS

Materials used and their locations shall not promote galvanic corrosion. No combination of materials shall be used that form an electrolytic couple of such nature that corrosion is accelerated.

3.2.8. WELDING

Dimensional tolerances for welded construction, details of welds, and quality of welds shall be in accordance with the applicable requirements of AWS B2.1, AWS D1.1, and AWS D14.1.

The Government reserves the right to perform supplemental nondestructive and destructive tests to determine compliance.

Safety precautions during welding shall conform to AWS Z49.1.

3.2.8.1. WELDING PROCEDURE QUALIFICATION

Qualification of welding procedures shall conform to the applicable requirements of AWS B2.1, AWS D1.1, and AWS D14.1.

The Government reserves the right to request copies of Welding Procedure Specifications for any welding procedure followed in the fabrication of this system.

3.2.8.2. WELDER PERFORMANCE QUALIFICATION

Each welder, welding operator, and tack welder assigned to work on this system shall be qualified in accordance with the applicable requirements of AWS B2.1, AWS D1.1, and AWS D14.1.

The Government reserves the right to request certification (Performance Qualification Test Record) that each welder, welding operator, or tack welder is qualified as specified.

3.2.8.3. FIRE PROTECTION

All welding, cutting, brazing, and burning operations shall be accomplished in strict compliance with the requirements outlined in AFI 91-203 and NFPA Standard 51B. Prior to starting any welding, cutting, brazing, or burning operations, the Contractor

FA860420R8108 Attachment #1 Page 10 of 18 shall obtain a permit (USAF Welding, Cutting, and Brazing AF Form 592). This permit can be obtained by contacting the Vermont ANGB Fire Department at least 24 hours in advance. A copy of each permit will be retained at the work site until the work has been completed. Operations that produce flying, dropping slag, metal or embers shall have sufficient non-combustible materials and fire blankets on site to protect against fire damage or personal injury. In addition, the contractor shall provide a minimum of 2 portable fire extinguishers at the work site until the work has been completed. Extinguishers shall meet a rating of 4A-40BC and the requirements outlined in AFOSH 91-501, Chapter 6. At the close of their operation, the contractor shall make a thorough inspection of each building in which he/she has performed work.

This inspection shall ensure that all necessary safeguards relative to potential fire hazards are in effect and operational. The contractor shall familiarize themselves and their personnel on the location of all telephones needed for fire reporting. The contractor shall maintain good housekeeping practices to reduce the risk of fire, damage, and/or personal injury. All scrap materials, rubbish, and refuse shall be removed daily from in and around the building and shall not be permitted to be strewn on adjacent property. Flammable and combustible materials used inside the building shall be kept to a minimum and removed from the building during unused periods.

Storage of flammable/combustible materials shall not be permitted inside the building.

3.2.9. CUTTING

All edges produced by oxygen-flame cutting or any cutting operation shall be finished by grinding (or other method approved by the COTR) to a surface finish equivalent to that of adjacent surfaces. Sharp edges shall not be acceptable.

3.2.10. COORDINATION

The Contractor shall obtain approval from the local base civil engineering, fire, safety, and bioenvironmental offices before making any modifications to the existing structure to accommodate the new system. The modifications shall match existing work and shall be of comparable quality. The COTR shall also approve all modifications before they are made.

3.2.11. NAMEPLATES |R1

The Contractor shall provide and install one corrosion resistant metal nameplate for each component. A nameplate for each row of

FA860420R8108 Attachment #1 Page 11 of 18 rack shall be provided such that if one row is dismantled, the nameplates will exist elsewhere. Nameplates shall be located in a visible and safe location. Nameplates shall last the life of the equipment and shall be capable of withstanding local environmental conditions. Nameplates shall be stamped, engraved, embossed, or etched in a print type not less than 1/8-inch tall. No nameplate or product marking shall be installed until all touch-up painting has been completed. The nameplate or product marking shall clearly display the following headings and corresponding information.

Type of equipment Name of manufacturer Model Number Contract Number Serial Number Capacity Weight Manufacture Date, Month/Year "Property of US Government"

3.2.12. PRECEDENCE

Where local codes and standards conflict with the contents of this PD, the more stringent requirement shall prevail.

3.3. DOCUMENTATION

The Contractor shall provide documentation (data) as described below and in accordance with Table 1 below. Where possible, the Contractor shall print on recycled paper. Also, the Contractor shall not require the use of any Class I ozone depleting substance in any submittal.

3.3.1. MANAGEMENT REPORTS

The Contractor shall provide a monthly status report complete with schedule. The report shall be either Microsoft word document or a PDF file. The monthly status report shall be submitted in accordance with Table 1. Contractor format is acceptable as long as it provides the following information as a minimum;

A) A front cover sheet which includes the title of report, the contractor’s name and address, the base name, the contract number, and the date.

B) A schedule showing actual progress to date against current contract schedule through contract completion is required. In addition, forecasted delivery and other

FA860420R8108 Attachment #1 Page 12 of 18 significant project milestones should address/include, at a minimum: CLIN deliveries, submission of all data items, post award site visit (if applicable), shipping of deliverables, installation, training/orientation (if required), system checkout test, quality conformance test, reliability demonstration test, etc."

C) The body of the report shall provide a summary of the progress to date. It shall identify any problem areas, any changes in schedule or contract equipment, any engineering change proposals, all significant trips, emails, or telephone calls affecting the performance or scope of the contract.

3.3.2. SHOP DRAWINGS

The Contractor shall provide shop drawings, which include as a minimum; design layout and equipment detail drawings. Shop drawing package shall be submitted in accordance with Table 1.

Shop drawings shall be submitted in a time frame, which meets the contract schedule. Government shall have two weeks to review shop drawings. Any resubmittals required shall be resubmitted within one week.

3.3.3. CERTIFICATIONS

After installation of all equipment the contractor shall certify the system meets or exceeds the requirements listed in sections

4.3.3 of this Cover Purchase Description and all appendices. A general statement that the delivered system meets or exceeds all system requirements is not acceptable i.e. the contractor shall certify each requirement one-by-one. With these certifications the contractor shall also certify the tests in paragraph 4.3.2 of this Cover Purchase Description and of all appendices have been performed and the system is ready for Government inspection.

3.3.4. AS-BUILT DRAWINGS

The Contractor shall provide as-built drawings of all drawings submitted as part of the shop drawing package. As-built drawings shall be submitted in accordance with Table 1.

FA860420R8108 Attachment #1 Page 13 of 18

Table 1 – Data Requirements

SUBMITTAL DUE DATE DISTRIBUTION LIST

Andrew Huser;

Andrew.huser@ us.af.mil

Buyer identified at time of award

Base POC identified at time of award

Management Reports (3.4.1.)

1st business day of each month starting after the month the contract is awarded email with attachment of report email with attachment of report email with attachment of report

Shop Drawings (3.4.2.)

Due date is same as CLIN

Email with attachment of drawings (AutoCAD and

PDF)

Email with attachment of drawings (PDF)

Email with attachment of drawings (PDF)

Certifications (3.4.3.)

Due upon system installation completion

Email with attachment of certifications (Word Document or PDF)

Email with attachment of certifications (Word Document or PDF)

Email with attachment of certifications (Word Document or PDF) System Checkout Certificate (3.4.3.)

Due upon contractor system installation inspection completion

Email with attachment of system checkout certificate (Word Document or PDF)

Email with attachment of system checkout certificate

(Word Document or PDF)

Email with attachment of system checkout certificate

(Word Document or PDF)

As-built Drawings (3.4.4.)

30 days after Government acceptance of system

Email with attachment of drawings (AutoCAD and

PDF)

Email with attachment of drawings (PDF)

Email with attachment of drawings (PDF)

4. QUALITY ASSURANCE PROVISIONS

4.1. GENERAL

The COTR shall monitor the installation of the system. The system delivery dates shall not be extended because of work stoppages caused by unacceptable practices and/or test failures.

The Government will provide all test loads.The Contractor shall be responsible for loading and unloading all test loads and performing all inspections and tests. The Contractor shall provide a knowledgeable and authoritative representative on site during the entire acceptance tests.

FA860420R8108 Attachment #1 Page 14 of 18

4.2. ACCEPTANCE TESTS

Three tests must be successfully completed prior to the Government accepting the system. These tests are the system checkout test, the quality conformance test, and the reliability demonstration test.

4.2.1. SYSTEM CHECKOUT TEST

Upon completion of installation, the Contractor using loads of the type specified herein and in the appendices shall check out the system. The Contractor shall inspect the system to assure that the system meets all the requirements of 4.3.1. The Contractor shall also test the system in accordance with the test defined in 4.3.2. All inspections and tests shall be repeated until all modifications and/or adjustments are complete and the system passes all inspections and tests. The Contractor shall submit to the Contracting Officer written certification that the system has passed the requirements of this paragraph.

The COTR will schedule the quality conformance test to start within 10 days following the receipt of the written certification from the Contractor.

4.2.2. QUALITY CONFORMANCE TEST

As part of the quality conformance test, the Contractor shall provide written certification that the requirements listed in

4.3.3. have been met. This certification is required on or before the start of the quality conformance test. The Contractor, in the presence of the COTR, shall inspect the system to confirm that the system meets all the requirements of

4.3.1. The Contractor, in the presence of the COTR, shall also test the system in accordance with the test defined in 4.3.2.

Upon successful completion of all tests and inspections and the receipt of all certifications, the reliability demonstration shall start.

4.2.3. RELIABILITY DEMONSTRATION TEST

After successful completion of the quality conformance test, each component of the system shall demonstrate reliability and availability for 30 calendar days immediately following the successful completion of the quality conformance test. The Contractor shall be allowed to restart the reliability demonstration test a maximum of 2 times. If the system fails to pass the reliability demonstration within 3 attempts, then the system shall be rejected.

FA860420R8108 Attachment #1 Page 15 of 18

4.3. INSPECTIONS, TESTS, AND CERTIFICATIONS

This section defines all inspections and tests that must be completed as part of the system checkout test and repeated at the quality conformance test. This section also includes a list of all certifications that must be received from the Contractor on or before the start of the quality conformance test. The Contractor may add to this list, or question any requirement, by sending a letter to the Contracting Officer prior to the acceptance tests. The COTR will classify all deficiencies encountered into one of the defect classification listed below.

Any critical or major defect found shall be cause for rejection of the system. Any combination of two or more minor defects shall leave the rejection of the system at the discretion of the

COTR.

Critical Defect - A defect that judgment and experience indicate is likely to result in hazardous or unsafe conditions for individuals using, maintaining, working near, or depending upon the equipment.

Major Defect - A defect other than critical that is likely to result in failure, or reduce materially the system for its intended purpose.

Minor Defect - A defect that is not likely to reduce materially the usability of the system for its intended purpose, or is a departure from established standards having little bearing on the effective use or operation of the system.

4.3.1. INSPECTIONS

The system shall be inspected to verify that it meets all the requirements of sections 1, 2, and 3 of the cover purchase description and associate appendices. These inspections shall be completed as part of the system checkout test and again as a part of the quality conformance test.

4.3.2. TESTS

The tests in associated appendices shall be performed on the system as part of the system checkout test and again as a part of the quality conformance test.

4.3.3. CERTIFICATIONS

FA860420R8108 Attachment #1 Page 16 of 18

The Contractor shall provide certification that the following requirements (and the certification requirements of associated appendices) have been met in accordance with the Contract Data Requirements List.

No. Paragraph Certifications

1. 3.2.2. The system was designed to withstand seismic conditions of the Vermont ANGB locality.

2. 3.2.5.1. The system installation practices and completed system meet all applicable requirements of OSHA 29 CFR 1910 and OSHA 29 CFR 1926.

3. 3.2.6.1. The structural steel components meet all design property requirements of AISC 325.

4. 3.2.6.3. Anchors meet the requirements of ASTM A307.

5. 3.2.7.2. Plating complies with ASTM B633, Service Condition 1, Type I.

6. 3.2.7.3. All metal surfaces to be galvanized were thoroughly cleaned to provide smooth surfaces and comply with ASTM A153 and ASTM A123.

7. 3.2.8. Dimensional tolerances for welded construction, details of welds, and quality of welds are in accordance with the applicable requirements of AWS B2.1, AWS D1.1 and AWS D14.1.

8. 3.2.8.2. Each welder, welding operator, and tack welder assigned to work on this system was qualified in accordance with the applicable requirements of AWS B2.1, AWS D1.1, and AWS D14.1.

FA860420R8108 Attachment #1 Page 17 of 18

TECHNICAL PROPOSAL QUESTIONNAIRE

COVER PURCHASE DESCRIPTION

Solicitation Number: FA8604- -R- Project Title: F35 DSP Storage & Mobility Processing System Base: Vermont ANGB VT CSN: NBR901 Cover Purchase Description, 1 APRIL 2020

The Offeror shall complete this questionnaire. All entries to this questionnaire shall be typed. The questionnaire will be used to determine the Offeror's understanding of the requirements and acceptability of the proposed equipment.

Please attach any exceptions to the Cover Purchase Description as detailed below.

Paragraph Characteristics

3. We have read ALL the requirements as specified in the Cover Purchase Description and will comply with ALL paragraphs as written, with exception taken only to those items indicated below.

YES NO

EXCEPTIONS

Please outline each exception taken to the Cover PD in detail. All exceptions will be reviewed to determine acceptability.

Are exceptions taken? YES NO

EXCEPTIONS:

FA860420R8108 Attachment #1 Page 18 of 18

FA860420R8108 Attachment #4 Page 1 of 1

STORAGE AID SYSTEM

AT

PEASE AIR NATIONAL GUARD BASE, NEW HAMPSHIRE

BUILDING 262

CSN: NPS624

DATE: 30 March 2020 REV 1: 22 June 2020

PREPARED BY:

Bradley S. Thompson Bradley S. Thompson

PROJECT ENGINEER

AFLCMC/EZPAE

James F. Rowland James F. Rowland

REVIEWER

FA860420R8108 Attachment #8 Page 1 of 30

THIS PAGE LEFT BLANK INTENTIONALLY

FA860420R8108 Attachment #8 Page 2 of 30

Table of Contents

1. SCOPE

1.1. GENERAL SCOPE

1.2. ACRONYMS

1.3. DEFINITIONS

2. APPLICABLE DOCUMENTS

2.1. GOVERNMENT DOCUMENTS

2.2. GOVERNMENT DOCUMENTS

2.3. NON-GOVERNMENT DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

3.1.1. PALLET RACK

3.1.2. VERTICAL CAROUSEL

3.1.3. TURRET TRUCK

3.1.4. MODULAR CABINETS (REV 1)

3.1.5. WORK-ASSIST VEHICLE - WAVE

3.2. CHARACTERISTICS

3.2.1. NOISE LEVELS

3.2.2. ELECTRICAL CHARACTERISTICS

3.2.2.1. POWER SOURCE

3.2.2.2. INSTALLATION CODE

3.2.2.3. CONDUIT

3.2.2.4. GROUNDING

3.2.2.5. WIRING

3.2.2.6. OVERCURRENT PROTECTION

3.2.2.7. ENVIRONMENTAL PROTECTION

3.2.2.8. PROTECTION FROM MECHANICAL DAMAGE

3.3. DESIGN AND FABRICATION

3.3.1. DESIGN CRITERIA

3.3.1.1. MAINTAINABILITY

3.3.1.2. ENVIRONMENTAL CONDITIONS

3.3.1.3. STANDARD, COMMERCIAL COMPONENTS

3.3.1.4. STANDARDIZATION

3.3.1.5. SPECIAL TOOLS

3.3.1.6. ACCESSIBILITY

3.3.1.7. STRUCTURAL REQUIREMENTS

3.3.1.8. VERIFICATION OF DIMENSIONS

3.3.1.9. OZONE DEPLETING SUBSTANCES (ODS)

3.3.1.10. SAFETY

3.3.1.10.1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

3.3.1.10.2. PROTECTION AGAINST MOVING PARTS

3.3.1.10.3. PLACARDS

3.3.1.10.4. FAIL-SAFE CONTROLS

3.3.1.10.5. CLEAN-UP

FA860420R8108 Attachment #8 Page 3 of 30

3.3.1.11. HUMAN ENGINEERING

3.3.2. MATERIALS

3.3.2.1. STEEL

3.3.2.2. MECHANICAL FASTENING DEVICES

3.3.2.3. ANCHORS

3.3.3. PROTECTIVE COATINGS

3.3.3.1. PAINTING

3.3.3.2. PLATING

3.3.3.3. GALVANIZING

3.3.3.4. DISSIMILAR METALS

3.3.4. WELDING

3.3.4.1. WELDING PROCEDURE QUALIFICATION

3.3.4.2. WELDER PERFORMANCE QUALIFICATION

3.3.4.3. FIRE PROTECTION

3.3.5. CUTTING

3.3.6. COORDINATION

3.3.7. NAMEPLATES

(REV 1)

3.3.8. PRECEDENCE

3.4. DOCUMENTATION

3.4.1. MANAGEMENT REPORTS

3.4.2. SHOP DRAWINGS

3.4.3. EQUIPMENT MANUALS

3.4.4. CERTIFICATIONS

3.4.5. AS-BUILT DRAWINGS

3.5. ORIENTATION

3.5.1. SYSTEM OPERATOR ORIENTATION

3.5.2. MAINTENANCE ORIENTATION

4. QUALITY ASSURANCE PROVISIONS

4.1. GENERAL

4.2. ACCEPTANCE TESTS

4.2.1. SYSTEM CHECKOUT TEST

4.2.2. QUALITY CONFORMANCE TEST

4.2.3. RELIABILITY DEMONSTRATION TEST

4.3. INSPECTIONS, TESTS, AND CERTIFICATIONS

4.3.1. INSPECTIONS

4.3.2. TESTS

4.3.3. CERTIFICATIONS

FA860420R8108 Attachment #8 Page 4 of 30

1. SCOPE

1.1. GENERAL SCOPE

This purchase description (PD) establishes the minimum performance, design, fabrication, installation, orientation, and test requirements for a Storage Aid System (SAS) for the 157th Logistics Readiness Squadron (LRS), Buildings 262, at Pease Air National Guard Base, New Hampshire. The work shall be completed in accordance with this purchase description and Air Force (AF) Drawing NPS624-01. This purchase description covers all equipment, materials, and labor necessary to complete installation of the system.

1.2. ACRONYMS

AFB - Air Force Base COTR - Contracting Officer's Technical Representative LRS – Logistics Readiness Squadron MTBF - Mean Time Between Failure MTTR - Mean Time To Repair ODS - Ozone Depleting Substances PD - Purchase Description SAS – Storage Aid System

1.3. DEFINITIONS

2. APPLICABLE DOCUMENTS

The following documents form a part of this purchase description to the extent specified herein. The issue in effect on the date the solicitation is issued shall apply.

2.1. GOVERNMENT DOCUMENTS

The following documents form a part of this PD to the extent specified herein. The issue in effect on the date the solicitation is issued shall apply.

2.2. GOVERNMENT DOCUMENTS

AIR FORCE OCCUPATIONAL SAFETY AND HEALTH (AFOSH)

AFOSH 48-20

Occupational Noise and Hearing Conservation Program

FA860420R8108 Attachment #8 Page 5 of 30

AFI 91-203

Air Force Consolidated Occupational Safety Instruction, Chapter 27, Welding, Cutting and Brazing; Chapter 35, Material Handling Equipment

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-310-04 Seismic Design of Buildings

(Copies can be accessed at http://www.wbdg.org/FFC/dod/unified-facilities-criteria-ufc)

AIR FORCE DRAWINGS

NPS624-01 Materials Handling System Layout

157th Logistics Readiness Squadron Building 262 Pease Air National Guard Base, New Hampshire 03/30/2020

2.3. NON-GOVERNMENT DOCUMENTS

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 360 Manual of Steel Construction -

Allowable Stress Design, Ninth Edition

Institute of Steel Construction, Inc., 1 East Wacker Drive, Chicago IL 60601)

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

29 CFR 1910 Occupational Safety and Health

Standards, (General Industry)

29 CFR 1926 Safety and Health Regulations for Construction

FA860420R8108 Attachment #8 Page 6 of 30

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI B11.19 Machines – Performance Criteria for

Safeguarding

ANSI Z49.1 Safety in Welding and Cutting

National Standards Institute, 1430 Broadway, New York, NY 10018)

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A123/

A123M

Standard Specification for Zinc (Hot Dip Galvanized) Coatings on Iron and Steel Products

ASTM A153/

A153M

ASTM A307

Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength

ASTM A325 Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM B633 Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel

Society for Testing and Materials, 1916 Race Street, Philadelphia PA 19103)

AMERICAN WELDING SOCIETY (AWS)

AWS B2.1 Welding Procedure and Performance

Qualification

AWS D1.1 Structural Welding Code – Steel

AWS D14.1 Welding of Industrial and Mill Cranes and Other Material Handling Equipment, Spec for

FA860420R8108 Attachment #8 Page 7 of 30

Welding Society, Inc., 550 NW Lejeune Road, P.O. Box 35140, Miami FL 33135)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 51B Standard for Fire Prevention During

Welding, Cutting and Other Hotwork

NFPA 70 National Electrial Code

NFPA 101 Life Safety Code

(Applications for copies shall be addressed to the National Fire Protection Association, One Batterymarch Park, P.O. Box 9101, Quincy MA 02269-9101)

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA ICS 6 Industrial Control and Systems:

Enclosures

(Applications for copies shall be addressed to the National Electrial Manufacturers Association, 1300 North 17th Street;

Suite 900, Arlington VA 22209)

SOCIETY OF AUTOMOTIVE ENGINEERS, INC (SAE)

SAE J429 Mechanical and Material Requirements for Externally Threaded Fasteners, Standard

(Applications for copies shall be addressed to the Society of Automotive Engineers, Inc., 400 Commonwealth Drive, Warrendale

PA 15906)

INTERNATIONAL BUILDING CODE (IBC)

IBC 2012 International Building Code (IBC) developed by the International Code Council (ICC)

(Applications for copies can be obtained at http://www.iccsafe.org/Pages/default.aspx)

3. REQUIREMENTS

FA860420R8108 Attachment #8 Page 8 of 30

3.1. SYSTEM DESCRIPTION

The SAS shall include a pallet rack, vertical carosels, turret truck, work-assist vehicles, and modular cabinets.

3.1.1. PALLET RACK

Pallet rack shall be installed as specified in Appendix A and this Cover PD.

3.1.2. VERTICAL CAROUSEL

Three vertical carousels shall be installed as specified in Appendix B and this Cover PD.

3.1.3. TURRET TRUCK

A turret truck shall be provided as specified in Appendix C and this Cover PD.

3.1.4. MODULAR CABINETS (REV 1)

Sixteen modular cabinets with overhead cabinets shall be installed as specified in this Cover PD and NPS624-01. The contractor shall provide a total of sixteen modular cabinets.

Each drawer within the cabinets shall have a load capacity of 400lbs. When fully loaded with 400 pounds, all drawers shall be capable of being opened and closed without jamming or twisting of the carriage. When fully loaded, an open drawer shall not exhibit deflection greater than 5/8-inch from its closed position, when measured from the floor to the middle of the front of the drawer. The forces required to move a drawer, loaded to the maximum capacity of 400 pounds per drawer, shall not exceed 25 pounds to start outward, 45 pounds to start inward, and 40 pounds to continue moving. The cabinets shall include carriages (defined as rolling intermediate members which permit 100 percent extension of the drawer interior) and minimum 10 gauge steel brackets or side channels (defined as those members fixed to the sides of the cabinets). Carriages shall operate on precision ball and/or roller bearings. All carriages and brackets shall be the same for all drawers and completely interchangeable to preclude any possibility of an unsafe mix-up of lightweight brackets and carriages with heavily loaded drawers. The contractor shall refer to the drawing for general modular cabinet and overhead cabinet dimensions. The contactor shall provide modular cabinets with a minimum of 8 matching drawers each, which maintain a minimum 6 inches of storage height within each drawer. The contractor shall provide

FA860420R8108 Attachment #8 Page 9 of 30 cabinets with a minimum of 112 removable / reconfigurable compartments within each cabinet.

3.1.5. WORK-ASSIST VEHICLE - WAVE

One work-assist vehicle shall be provided. The vehicle shall be Crown Equipment’s Wave Work Assist Vehicle, Model WAV50-118 or equivalent as approved by the Contracting Officer’s Technical Representative (COTR). The vehicle shall include all standard equipment including a complete 195 amp hour maintenance free battery and charger system and front and rear flashing lights.

The vehicle shall also have a retractable charger cord. The contractor shall relocate the government specified 110V outlet used for vehicle charging approximately 20ft. A full body harness shall be supplied for the work-assist vehicle. One self-retracting lifeline shall be supplied for the work-assist vehicle. Self-retracting lifelines shall be automatic in their locking (fall stopping) function. Self-retracting lifelines shall interface with the full body harness. The vehicles shall interface with the pallet rack specified in Appendix A.

3.2. CHARACTERISTICS

3.2.1. NOISE LEVELS

The Contractor shall consider noise levels in the design of the equipment. Hazardous noise shall not exceed 85 decibels A-weighted sound pressure level (dB(A)) for 8 hours in any 24-hour period or equivalent in accordance with AFI48-127. Noise level measurements will be taken at a three-foot distance from the equipment producing the noise and at a level of five feet above the ground/floor in all locations in which personnel may be present during normal operations. If noise levels of installed equipment exceed this requirement, then noise shall be reduced through engineering controls; i.e., insulation, dampening, and isolation.

3.2.2. ELECTRICAL CHARACTERISTICS

3.2.2.1. POWER SOURCE

The Contractor shall run electrical power from the electrical supplies (Existing Control Panel) located on AF Drawing NPS624- 01 (Vertical Carousels, Turret Truck, and WAVE). The Contractor shall furnish and install all necessary wiring and equipment for power distribution to the system and for control of the system.

3.2.2.2. INSTALLATION CODE

FA860420R8108 Attachment #8 Page 10 of 30

The installation shall, at a minimum, conform to applicable rules of NFPA 70 (National Electrical Code).

3.2.2.3. CONDUIT

All wiring shall be encased in rigid metal conduit conforming to Article 346 of NFPA 70; electrical metallic tubing conforming to Article 348 of NFPA 70; or flexible metallic tubing conforming to Article 349 of NFPA 70. If conduit/cables are dropped from overhead, they shall be enclosed in a power pole. No conduit/cable shall run on top of the floor/ground. Exposed conduit shall be installed parallel or perpendicular to walls, structural members, or intersections of vertical planes and ceilings. Exposed conduit and fasteners shall match the color of the walls and/or existing conduit color. Changes in direction of conduit shall be made with symmetrical bends or cast metal fittings. Field made bends shall be made with the proper hickey or conduit-bending machine. Crushed or deformed conduit shall not be accepted. Conduit shall be rigidly fastened in place at intervals of not more than 8 feet.

3.2.2.4. GROUNDING

Each component of the system shall be properly grounded to ensure safe working conditions. This shall include adequate ground against static charges that may be generated. Grounding shall conform to Article 250 of NFPA 70. Conduit shall not be used as a method of grounding.

3.2.2.5. WIRING

Conductors shall be copper. Wire connectors of insulating material or solderless pressure connectors properly taped shall be utilized for all splices where possible. Soldered mechanical joints shall not be accepted. All wiring shall be color-coded, uniquely tagged, or uniquely numbered for identification.

Marking shall be applied in such a manner so as to facilitate tracing of wires (circuits) during repairs and/or maintenance.

Wiring and wiring installation shall conform to Article 300 of

NFPA 70.

3.2.2.6. OVERCURRENT PROTECTION

The power distribution panel shall be equipped with circuit breakers and fuses in compliance with Article 240 of NFPA 70.

Motors shall be equipped with disconnect switches and thermal overload devices. Switches shall be non-fused disconnects.

FA860420R8108 Attachment #8 Page 11 of 30

3.2.2.7. ENVIRONMENTAL PROTECTION

All indoor enclosures and controls shall be in accordance with NEMA ICS 6, Type 12. All outdoor enclosures and controls shall be in accordance with NEMA ICS 6, Type 3S.

3.2.2.8. PROTECTION FROM MECHANICAL DAMAGE

No pushbuttons, control panel, conduit, shielded cable, wire, or electrical device shall be installed so as to expose it to mechanical damage during normal use. If an electrical device, which includes sensors, is exposed to damage by material or personnel, then it shall be guarded.

3.3. DESIGN AND FABRICATION

3.3.1. DESIGN CRITERIA

3.3.1.1. MAINTAINABILITY

The system shall be designed, fabricated, and installed to facilitate maintainability and ensure a minimum service life of 15 years. The design shall provide for modular assembly of components and subassemblies where feasible to permit repair or replacement of parts in a minimum of time. This shall include plug-in electrical connections for major electrical subassemblies.

3.3.1.2. ENVIRONMENTAL CONDITIONS

The system shall operate in a temperature range of 0 to 100 degrees Fahrenheit with up to 100 percent relative humidity.

The system shall be constructed to operate in an open warehouse environment. For components located outdoors, the component shall be constructed for year-round outdoor use, operating in sun, rain, fog, snow, and wind.

3.3.1.3. STANDARD, COMMERCIAL COMPONENTS

Standard, commercial components which have been for sale and available for purchase to the general public or government agencies for at least one year shall be used to the maximum extent possible. If requested by the COTR (Contracting Officer's Technical Representative), the Contractor shall furnish evidence that equipment of approximately the same design as that proposed to be installed has been tested and successfully operated. Where two or more units of the same type

FA860420R8108 Attachment #8 Page 12 of 30 of equipment are required, these units shall be products of the same manufacturer. All equipment and materials shall be new.

3.3.1.4. STANDARDIZATION

Mechanical and electrical interchangeability shall exist between like assemblies,…