Cover PD- Luke.pdf

COVER PURCHASE DESCRIPTION

FOR

TIRE STORAGE SYSTEM

AT

LUKE AIR FORCE BASE, ARIZONA

BUILDING 1390, 945, 298

CSN: ALK906

DATE: 04/05/2022

PREPARED BY:

Joshua A Payne Joshua Payne

PROJECT ENGINEER

AFLCMC/EZPAE

Andrew J. Huser Andrew Huser

REVIEWER

AFLCMC/EZPAE

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Table of Contents

1. SCOPE

1.1. GENERAL SCOPE

1.2. DEFINITIONS

.............................................................. ER

ROR! BOOKMARK NOT DEFINED.

2. APPLICABLE DOCUMENTS

2.1. GOVERNMENT DOCUMENTS

2.2. NON-GOVERNMENT DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

3.1.1. PALLET RACKS

3.1.2. MEZZANINE

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. STRUCTURAL REQUIREMENTS

3.3.1.5. VERIFICATION OF DIMENSIONS

3.3.1.6. OZONE DEPLETING SUBSTANCES (ODS)

3.3.1.7. SAFETY

3.3.1.7.1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

3.3.1.7.2. PROTECTION AGAINST MOVING PARTS

3.3.1.7.3. PLACARDS

3.3.1.7.5. CLEAN-UP

3.3.1.8. HUMAN ENGINEERING

3.3.3. PROTECTIVE COATINGS

3.3.3.1. PAINTING

3.3.3.2. PLATING

3.3.3.3. GALVANIZING

3.3.4. WELDING

3.3.4.1. WELDING PROCEDURE QUALIFICATION

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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

3.3.8. PRECEDENCE

3.4. DOCUMENTATION

3.4.1 MANAGEMENT REPORTS

3.4.2 SHOP DRAWINGS

3.4.3 CERTIFICATIONS

3.4.4 AS-BUILT DRAWINGS

4. QUALITY ASSURANCE PROVISIONS

4.1. GENERAL

4.2. ACCEPTANCE TESTS

4.2.1. SYSTEM CHECKOUT TEST

4.2.2. QUALITY CONFORMANCE TEST

4.3. INSPECTIONS, TESTS, AND CERTIFICATIONS

4.3.1. INSPECTIONS

4.3.2. TESTS

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4.3.3. CERTIFICATIONS

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1. SCOPE

1.1. GENERAL SCOPE

This purchase description (PD) establishes the minimum performance, design, fabrication, installation, orientation, and test requirements for a TIRE STORAGE SYSTEM for the 56 LRS/LGRV/LGRM, in Bldgs 1390, 945, and 298, at Luke Air Force Base, Arizonia. The work shall be completed in accordance with this PD and Air Force (AF) Drawings ALK906-01 and ALK906-02.

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 classroom and 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

AIR FORCE OCCUPATIONAL SAFETY AND HEALTH (AFOSH)

AFOSH 48-20

Occupational Noise and Hearing Conservation Program

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

29 CFR 1910 Occupational Safety and Health

Standards

29 CFR 1926 Safety and Health Regulations for Construction

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AIR FORCE DRAWINGS

Alk906-01 STORAGE AID SYSTEM

BLDG 945 AND BLDG 296

LUKE AFB AZ

ALK906-02 STORAGE AID SYSTEM

BLDG 1390

LUKE AFB AZ

2.2. NON-GOVERNMENT DOCUMENTS

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 A123 Standard Specification for Zinc (Hot

Dip Galvanized) Coatings on Iron and Steel Products

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

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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

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

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

FL 33135)

NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA)

NEMA ICS 6 Industrial Controls and Systems:

Enclosures

(Applications for copies shall be addressed to the National Electrical Manufacturers Association, 2101 L Street, NW, Washington DC 20037)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 51B Standard for Fire Prevention During

Welding, Cutting, and Other Hotwork

NFPA 70 National Electrical Code

NFPA 13 Standard for the Installation of Sprinkler Systems

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

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)

UNIFIED FACILTIES CRITERIA (UFC)

UFC 3-600-01 Fire Protection Engineering for

Facilities

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

The following major components shall be integrated to form the complete TIRE STORAGE SYSTEM.

3.1.1. PALLET RACK

The pallet rack and its subtypes shall be as specified in Appendix A and this Cover PD.

3.1.2. MEZZANINE

The mezzanine shall be as specified in Appendix B and this Cover

PD.

3.2. CHARACTERISTICS

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3.2.1. ELECTRICAL CHARACTERISTICS

3.2.1.1. POWER SOURCE

The Contractor shall run electrical power from the existing government supplies within the building. The Contractor shall furnish and install all necessary wiring and equipment for power distribution to the system and for control of the system.

3.2.1.2. INSTALLATION CODE

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

3.2.1.3. 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 10 feet.

3.2.1.4. 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.

3.2.1.5. WIRING

Conductors shall be copper or aluminum. Copper conductors shall be used for all wiring that is AWG #6 and smaller. Aluminum conductors may only be used for wiring that is AWG #4 and larger and shall use connectors, terminations, and other devices designed for aluminum conductors. Wire connectors of insulating material or solderless pressure connectors properly taped shall be utilized for all splices where possible. Soldered mechanical

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Luke AFB, Cover PD - Page 6 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 to facilitate tracing of wires (circuits) during repairs and maintenance. Wiring and wiring installation shall conform to Article 300 and 310 of NFPA 70 and UFC 3-520-01. All circuits shall be checked for grounds or poor connections prior to being energized.

3.2.1.6. 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.

3.2.1.7. ENVIRONMENTAL PROTECTION

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

3.2.1.8. 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 photoeyes, 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.

3.3.1.2. ENVIRONMENTAL CONDITIONS

The system shall operate in a temperature range of 20 to 120 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, snow, and wind.

3.3.1.3. STANDARD, COMMERCIAL COMPONENTS

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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. Where two or more units of the same type of equipment are required, these units shall be products of the same manufacturer. All equipment and materials shall be new.

3.3.1.4. STRUCTURAL REQUIREMENTS

The system shall be designed and constructed in accordance with state and local codes at Luke AFB AZ. The system shall also be designed to withstand the seismic conditions identified in the International Building Code for the Glendale AZ locality.

3.3.1.5. 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.

3.3.1.6. 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.

3.3.1.7. 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.

When possible, hazards shall be eliminated through design. When this is not possible, safety devices such as guards, interlocks, and barriers shall be installed. If this does not eliminate the hazard, warning devices such as warning signs, indicator lights, and audio devices shall be installed. Safety requirements shall include, but are not limited to, the following.

3.3.1.7.1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

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

CFR 1926.

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3.3.1.7.2. PROTECTION AGAINST MOVING PARTS

Moving parts shall be provided with guards to protect personnel from possible injury. Guards shall be in accordance with ANSI B11.19.

3.3.1.7.3. PLACARDS

Conspicuous placards shall be mounted adjacent to areas where hazards may exist (i.e., high voltage, pinch points, and tripping hazards). Placards shall also be used to identify operating limits (i.e., capacity, speed, and incline) in a conspicuous location for operators' use.

3.3.1.7.4. 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 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.

3.3.1.8. HUMAN ENGINEERING

The system design and layout shall incorporate ergonomic design criteria so the optimal interface between operator and equipment is attained.

3.3.2. PROTECTIVE COATINGS

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

3.3.2.1. PAINTING

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Metal surfaces, which are not galvanized or plated, shall be cleaned, treated, and painted to protect against rust, corrosion, and deterioration. The first coat of paint or primer shall be applied to a dry clean surface as soon as practicable after cleaning and treating the metal. The primer shall not interfere with the application and adhesion of subsequent coats.

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 COTR with the shop drawings 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.

3.3.2.2. 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 minimum shall comply with ASTM B633, Service Condition 1, Type I unless otherwise specified.

3.3.2.3. GALVANIZING

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

ASTM A123.

3.3.2.4. 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.

3.3.3. 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.

3.3.3.1. WELDING PROCEDURE QUALIFICATION

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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.

3.3.3.2. 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.

3.3.3.3. 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 shall obtain a permit (USAF Welding, Cutting, and Brazing AF Form 592). This permit can be obtained by contacting the Luke AFB 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.

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3.3.4. 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.

3.3.5. 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.

3.3.6. NAMEPLATES

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

3.3.7. PRECEDENCE

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

3.4. DOCUMENTATION

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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.

3.4.1. 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 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.

3.4.2. SHOP DRAWINGS

The Contractor shall provide shop drawings for the system and equipment layout, fire suppression drawings and design calculation stamped and submitted for approval by Base Fire.

Shop drawing package shall be submitted in accordance with Table

1. Hard copy size of drawing shall be dependent on clarity of drawing, but as a minimum shall be B size. 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.

3.4.3. CERTIFICATIONS

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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.

3.4.4. 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.

Table 1 – Data Requirements

SUBMITTAL DUE DATE DISTRIBUTION LIST

Joshua payne Joshua.payne.

22@us.af.mil

Buyer identified at time of award

Tracy Dumas and David Maytes

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 (AutoCAD and

PDF)

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Certifications (3.4.4)

Due upon system installation completion

Email with attachment of certification s (Word Document or

PDF)

Email with attachment of certificatio ns (Word Document or

PDF)

Email with attachment of certificatio ns (Word Document or

PDF)

System Checkout Certificate (3.4.4)

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)

-built Drawings (3.4.5)

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 (AutoCAD and 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.

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

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Luke AFB, Cover PD - Page 15 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.

4.3. 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.

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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, if applicable). 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

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. 3.2.2.2. The installation conforms to applicable rules of NFPA 70.

2. 3.3.1.2. The system was designed, fabricated, and installed to facilitate maintainability and ensure a minimum service life of 15 years.

3. 3.3.1.8. The system was designed to withstand seismic zone conditions of Glendale AZ locality.

4. 3.3.1.11.1. The system installation practices and completed system meet all applicable requirements of OSHA 29 CFR 1910 and OSHA 29 CFR 1926.

5. 3.3.1.11.2. Guards are in accordance with ANSI B11.19.

FA8604-22-R-B011 Attachment 1 Page 20 of 23

Luke AFB, Cover PD - Page 17

6. 3.3.2.1. The structural steel components meet all design property requirements of AISC 325.

7. 3.3.2.2. All structural joints are in accordance with

AISC 325.

8. 3.3.2.3. Anchors meet the requirements of ASTM A307.

9. 3.3.3.2. Plating complies with ASTM B633, Service Condition 1, Type I.

10. 3.3.3.3. All metal surfaces to be galvanized were thoroughly cleaned to provide smooth surfaces and comply with ASTM A153 and ASTM A123.

11. 3.3.4. 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.

12. 3.3.4.2. 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.

FA8604-22-R-B011 Attachment 1 Page 21 of 23

LUKE AFB, Cover PD, TPQ - Page 1 of 2

TECHNICAL PROPOSAL QUESTIONNAIRE

FOR

COVER PURCHASE DESCRIPTION

Offeror:

Solicitation Number: FA8604- -R- Project Title: TIRE STORAGE SYSTEM Base: Luke AFB, Arizona CSN: Alk906 Cover Purchase Description, 6 May 2022

The Offeror shall complete this questionnaire. 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 on the attached exception sheet.

YES NO

FA8604-22-R-B011 Attachment 1 Page 22 of 23

Solicitation Number: FA8604-__-R-____

{BASENAME}, Cover PD, TPQ - Page 2 of 2

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:

FA8604-22-R-B011 Attachment 1 Page 23 of 23

Human engineering