FA860419R8119_0001_RFP.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.

FA8604-19-R-8119

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 Storage Aerial Delivery Pallet Handling System, Bradley ANGB, CT. This amendment hereby incorporates Revisions Section J, Attachments 1,2, 3 & 5. Request for Proposal is extended to 8 Jan 2019

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 7.0.11.75 FAR (48 CFR) 53.243 Created 18 Dec 2018 3:37 PM

SCHEDULE

FA8604-19-R-8119 0001

1, This amendment hereby incorporates Solicitation Section J, Cover Purchase Description Rev. 1 Dated 17 Dec 2018 Appendix A Mechanical Platform Rev. 1 Dated 17 Dec 2018 Appendix B Gravity Roller Conveyors Rev. 1 Dated 17 Dec 2018 Drawing NBR816 Rev. A Dated 17 Dec 2018

2, Based upon the above revisions, Questions concerning this RFP will be accept until Local Time 28 Dec 2018. 2pm EST

3, Based upon the above revisions, the Request For Proposal Due Date has changed From: Solicitation Offer Due Date / Local Time 31 Dec 2018 4pm EST

To: 8 Jan 2019 4pm EST

4, All other terms and conditions remain the same

COVER PURCHASE DESCRIPTION

FOR

AERIAL DELIVERY PALLET HANDLING SYSTEM

AT

BRADLEY ANGB, CONNECTICUT

BUILDING 35

CSN NBR816

DATE: 20 July 2018 Revision 1: 17 December 2018

PREPARED BY:

Ronald D. Parsons

RONALD D. PARSONS

AFLCMC/EZPAE

WRIGHT-PATTERSON AFB OH

REVIEWED BY:

James Rowland

JAMES ROWLAND

AFLCMC/EZPAE

WRIGHT-PATTERSON AFB OH

REVIEWED BY:

Megan Blackwell

MEGAN BLACKWELL

AFLCMC/EZPAE

WRIGHT-PATTERSON AFB OH

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TABLE OF CONTENTS

1. SCOPE

1.1. GENERAL SCOPE

1.2. ACRONYMS

1.3. DEFINITIONS

1.3.1. AERIAL DELIVERY GRAVITY ROLLER CONVEYOR

1.3.2. BALL TRANSFER CONVEYOR

1.3.3. PALLETS

1.3.3.1. 463L PALLET

1.3.3.2. HEAVIES

1.3.3.3. DUAL ROW AIRDROP SYSTEM (DRAS)

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ROR! BOOKMARK NOT DEFINED.

1.3.3.4. CONTAINER DELIVERY SYSTEM (CDS)

1.3.3.5. PALLET CONDITIONS

1.3.3.5.1. NON-FLATNESS

1.3.3.5.2. RESTRAINING STRAPS

1.3.3.5.3. LOAD DISTRIBUTION

1.3.4. PALLET HANDLING

1.3.4.1. K-LOADER

1.3.4.2. 10K FORKLIFT

1.3.4.3. 4K FORKLIFT

2. APPLICABLE DOCUMENTS

2.1. GOVERNMENT DOCUMENTS

2.2. NON-GOVERNMENT DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

3.1.1. CONVEYOR PLATFORM

3.1.2. GRAVITY ROLLER CONVEYOR

3.1.3. BALL TRANSFER CONVEYOR

3.1.4. 463L PALLET RACK DESCRIPTION

3.1.4.1. CONFIGURATION REQUIREMENTS

3.1.4.2. UPRIGHT FRAMES

3.1.4.2.1. COLUMNS

3.1.4.2.2. BEARING PLATES

3.1.4.2.3. DIAGONAL/HORIZONTAL BRACING

3.1.4.3. SHELF BEAMS

3.1.4.3.1. CONNECTORS

3.1.4.3.2. SHELF BEAM-TO-COLUMN SAFETY LOCK

3.1.4.4. ROW SPACERS

3.1.4.5. LEVELING SHIMS

3.1.4.6. DUNNAGE

3.1.4.7. ANCHORING THE STRUCTURE

3.1.4.8. ASSEMBLY

3.2. DESIGN AND FABRICATION

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Bradley ANGB, Cover Purchase Description - Page ii

3.2.1. DESIGN CRITERIA

3.2.1.1. RELIABILITY AND AVAILABILITY

3.2.1.2. MAINTAINABILITY

3.2.1.3. ENVIRONMENTAL CONDITIONS

3.2.1.4. STANDARD, COMMERCIAL COMPONENTS

3.2.1.5. STANDARDIZATION

3.2.1.6. SPECIAL TOOLS

3.2.1.7. ACCESSIBILITY

3.2.1.8. LUBRICATION REQUIREMENTS

3.2.1.9. STRUCTURAL AND SEISMIC REQUIREMENTS

3.2.1.10. VERIFICATION OF DIMENSIONS

3.2.1.11. OZONE DEPLETING SUBSTANCES (ODS)

3.2.1.12. SAFETY

3.2.1.12.1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

3.2.1.12.2. PROTECTION AGAINST MOVING PARTS

3.2.1.12.3. PLACARDS

3.2.1.12.4. FAIL-SAFE CONTROLS

3.2.1.12.5. CONVEYOR SAFETY STANDARD

3.2.1.12.6. AFOSH SAFETY STANDARD

3.2.1.12.7. PERSONNEL PATHWAYS

3.2.1.12.8. PERSONNEL HAZARDS

3.2.1.13. STAIRWAYS

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ROR! BOOKMARK NOT DEFINED.

3.2.1.14. PLATFORMS AND WALKWAYS

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ROR! BOOKMARK NOT DEFINED.

3.2.1.14.1. DECKING

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ROR! BOOKMARK NOT DEFINED.

3.2.1.14.2. FALL PROTECTION

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ROR! BOOKMARK NOT DEFINED.

3.2.1.15. HUMAN ENGINEERING

3.2.2. MATERIALS

3.2.2.1. STEEL

3.2.2.2. MECHANICAL FASTENING DEVICES

3.2.2.3. ANCHORS

3.2.3. PROTECTIVE COATINGS

3.2.3.1. PAINTING

3.2.3.2. PLATING

3.2.3.3. GALVANIZING

3.2.3.4. DISSIMILAR METALS

3.2.4. WELDING

3.2.4.1. WELDING PROCEDURE QUALIFICATION

3.2.4.2. WELDER PERFORMANCE QUALIFICATION

3.2.5. FIRE PROTECTION

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3.2.6. CUTTING

3.2.7. CLEAN-UP

3.2.8. COORDINATION

3.2.9. NAMEPLATES

3.2.10. 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

4.2.2. RELIABILITY DEMONSTRATION TEST

4.3. INSPECTIONS, TESTS, AND CERTIFICATIONS

4.3.1. INSPECTIONS

4.3.2. TESTS

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 an aerial delivery pallet handling system, Building 35, at Bradley Air National Guard Base (ANGB), Connecticut. The work shall be completed in accordance with this Cover PD, appendices A through C, and AF Drawing NBR816-01.

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 classroom and on-the-job instructions to government personnel.

1.2. ACRONYMS

ANGB - Air National Guard Base CDS - Container Delivery System COTR - Contracting Officer's Technical Representative DRAS - Dual Row Airdrop System

MTBF - Mean Time Between Failure MTTR - Mean Time To Repair ODS - Ozone Depleting Substances

PD - Purchase Description

1.3. DEFINITIONS

1.3.1. AERIAL DELIVERY GRAVITY ROLLER CONVEYOR

The aerial delivery gravity roller conveyor is used to transport the various types of pallets defined below in a straight line.

The aerial delivery gravity roller conveyor consists of four gravity roller sections, two six inches wide and two twelve inches wide, two guide rails, decking, and pallet stops.

1.3.2. BALL TRANSFER CONVEYOR

The ball transfer conveyor is used to transport the various types of pallets defined below. The ball transfer conveyor allow pallets to be rotated or moved in any direction. The ball transfer conveyor consists of a ball deck, ball transfers, guide rails, and pallet stops.

1.3.3. PALLETS

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Airdrop loads consist of 463L pallets (both orientations), heavies, dual-row airdrop system pallets, and container delivery system pallets. References to pallets shall refer to all types listed above and detailed below:

1.3.3.1. 463L PALLET

The 463L pallet consists of an end-grain balsa-wood or redwood core sandwiched between two sheets of aluminum with frames on all sides consisting of extruded aluminum edge rails. Steel tie-down rings are distributed around the perimeter of the pallet to secure nets and to facilitate handling. The entire pallet measures 108 inches wide by 88 inches long by 2.25 inches thick. Cargo on 463L pallets is normally no higher than 96 inches, but over height pallets may be stacked up to 156 inches high for transport on C-5 aircraft. The pallet has a rated capacity of 10,000 pounds and weighs approximately 290 pounds.

Nets and straps add an average of 65 pounds for a total pallet tare weight of 355 pounds. 463L pallets can be utilized in both orientations. The orientation with the 108-inch edge leading is called wide-edge leading. The orientation with the 88-inch edge leading is called narrow-edge leading.

1.3.3.2. HEAVIES

An aluminum-faced pallet measuring approximately 108 inches wide and 2.25 inches thick used to airdrop heavy equipment. Heavies are modular in length and weight capacity, but for the purposes of this project the length will be limited to 96 inches or 104 inches (96 inch base plus front and rear bumpers) and the gross weight of each heavies pallet load is often 2520 pounds for training missions, but can range from 0 to a maximum of 10,500 pounds. The leading edge often consists of an angled bumper, resulting in a front edge that is not flat. Four runners approximately 11 inches wide span the full length of the underside of the pallet. These runners are the only portion of the pallet available to contact the conveyor rollers.

1.3.3.3. CONTAINER DELIVERY SYSTEM (CDS)

A CDS is an aerial delivery load using a plywood sheet measuring 48 inches wide by 48 inches long and 0.75 inches thick. For training missions, CDS loads range from a minimum of 500 pounds to a maximum load of 2200 pounds each, but the minimum load is 0 pounds.

1.3.3.4. PALLET CONDITIONS

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The following pallet conditions shall be assumed for all types of pallets.

1.3.3.4.1. NON-FLATNESS

Approximately two-thirds of the maximum possible pallet contact is made with the rollers, a condition that results from the pallet surface being warped. The bottom surface of unloaded pallets can deflect up to 0.31-inch from level. The deflection of loaded pallets varies with specific loading conditions.

1.3.3.4.2. RESTRAINING STRAPS

Cargo restraining straps may hang below the pallet edges. These straps shall not become entangled in structure or transfer elements nor shall they interfere with any sensing or control devices.

1.3.3.4.3. LOAD DISTRIBUTION

Pallet weights range from fully loaded to empty. The center of gravity may deviate by as much as 10 inches from the center of the pallet.

1.3.4. PALLET HANDLING

The following type of government-furnished equipment is used to handle pallet loads.

1.3.4.1. K-LOADER

A K-loader is a military transport vehicle with a powered rollerized deck to assist with transport of pallets between aircraft and fixed conveyor systems. The K-loader interfaces with the conveyors at a K-loader interface. The K-loader has a platform that can be positioned at various heights off the ground. There are two types of K-loaders. The 60k-loader (Tunner) can carry up to six 463L pallets with a total net weight up to 60,000 pounds. The 60k-loader weighs about 65,000 pounds and the powered deck can be positioned at all elevations between 39 inches and 222 inches. The 25k-loader (Halvorsen) can carry up to three 463L pallets with a total net weight up to 25,000 pounds. The 25k-loader weights approximately 32,000 pounds. The deck of the 25k-loader can be positioned at all elevations between 38 and 156 inches.

1.3.4.2. 10K FORKLIFT

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A 10K forklift is a diesel or electric powered, manually operated forklift weighing approximately 23,000 pounds. The 10K forklift is capable of lifting and transporting pallets with loads up to 10,000 pounds. The 10K forklift is also used to move freight, to load materials onto and unload materials from pallets, and to place empty pallets on and remove empty pallets from the forklift tine cutouts provided on the conveyors. The 10K forklift interfaces with forklift tine cutouts provided on the conveyors.

1.3.4.3. 4K FORKLIFT

A 4K forklift is a powered, manually operated forklift weighing approximately 5,000 pounds and capable of lifting up to 4,000 pounds. The 4K forklift is used to move freight, to load materials onto and unload materials from pallets, and to place empty pallets on and remove empty pallets from the forklift tine cutouts provided on the conveyors.

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 OCCUPATIONAL SAFETY AND HEALTH (AFOSH)

AFI 91-203 Air Force Consolidated Safety

Instruction, Chapter 27, Welding, Cutting and Brazing; Chapter 35, Material Handling Equipment

AIR FORCE DRAWINGS

NBR816-01 ADF Conveyor System

Building 35 Bradley ANGB, Connecticut 20 July 2018

APPENDICES

Appendix A Mechanical Platform

Appendix B Gravity roller Conveyor

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Appendix C Ball Transfer Conveyor

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

29 CFR 1910 Occupational Safety and Health

Standards

29 CFR 1926 Safety and Health Regulations for Construction

Unified Facilities Code (UFC)

UFC 3-600-01 Fire Protection Engineering for

Facilities

2.2. NON-GOVERNMENT DOCUMENTS

AMERICAN BEARING MANUFACTURER'S ASSOCIATION (ABMA)

ABMA STD 9 Load Ratings and Fatigue Life for Ball Bearings

ABMA STD 11 Load Ratings and Fatigue Life for Roller Bearings

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 Manual of Steel Construction -

Allowable Stress Design

(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 B15.1 Safety Standard for Mechanical Power

Transmission Apparatus

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

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME B20.1 Safety Standard for Conveyors and

Related Equipment

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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 A325 Standard Specification for High- Strength Bolts for Structural Steel Joints

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

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

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

CONVEYOR EQUIPMENT MANUFACTURERS ASSOCIATION (CEMA)

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CEMA 401 Roller Conveyors - Non-Powered

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 51B Fire Prevention in Use of Cutting &

Welding Processes

(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 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)

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

The aerial delivery pallet handling system will be used to assist in the off-load, rigging, transfer, storage, and staging of airdrop pallets used for pilot training before they are transferred to a K-loader for transport to aircraft. The new system shall be configured as shown on AF Drawing NBR816-01.

The system shall consist of the following components:

3.1.1. MECHANICAL PLATFORM

A mechanical platform shall be provided to raise the conveyance height of the gravity roller and ball transfer conveyors to a height that interfaces with a K-loader. The mechanical platform shall be as specified in Appendix A and this Cover PD. The mechanical platform shall interface with the gravity roller conveyor specified in Appendix B and the ball transfer conveyor specified in Appendix C.

3.1.2. GRAVITY ROLLER CONVEYOR

The gravity roller conveyor shall be as specified in Appendix B and this Cover PD. The gravity roller conveyor shall interface with the platform specified in Appendix A and the ball transfer conveyor specified in Appendix C.

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3.1.3. BALL TRANSFER CONVEYOR

The pall transfer conveyor shall be provided to rotate CDS type pallets. The ball transfer conveyor shall be as specified in Appendix C and this Cover PD. The ball transfer conveyor shall interface with the platform specified in Appendix A and the gravity roller conveyor specified in Appendix B.

3.1.4. 463L PALLET RACK DESCRIPTION

The 463L pallet rack shall be located as shown on NBR816-01 and configured as shown in Figures 1, 2, and 3. The 463L pallet racks will be used to store fully loaded 463L pallets and ISU 90s in such a manner to permit placement and removal of any individual load without disturbing any other load. The pallet rack shall interface with 10K forklifts. Pallet rack bays shall be capable of supporting a minimum uniformly distributed load of 10,500 pounds per bay. The pallet rack shall conform to the requirements of the Rack Manufacturers Institute (RMI) June 1990 Specification for the Design, Testing, and Utilization of Industrial Steel Storage Racks.

3.1.4.1. CONFIGURATION REQUIREMENTS

Pallet racks shall be capable of being assembled side-by-side, in a row, using common uprights to support the shelf beams.

Figure 1 – Isometric View of 463L Pallet Rack

3.1.4.2. UPRIGHT FRAMES

Four 36 inch deep by 10 feet all uprights shall be used to build

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Bradley ANGB, Cover Purchase Description - Page 9 a single bay. Uprights of adjacent bays shall share the two common uprights. The upright frames shall be of steel, all welded construction consisting of two columns, diagonal and horizontal braces, and floor bearing plates. Each upright frame shall be capable of supporting fully loaded bays without permanent deformation. Upright frames shall have a minimum capacity of 6,000 pounds with a safety factor of 1.92 to 1.

3.1.4.2.1. COLUMNS

The columns shall be a continuous channel, box channel, rectangular, square or other formation approved by the (COTR).

Each column facing the aisle shall be reinforced to a minimum height of 60 inches using a double post or other means as approved by the COTR. Each column shall have openings to readily accommodate beam connectors, end-to-end, at corresponding heights through the height range of the column openings. The openings at the bottom shall allow for the tops of shelf beams to be installed at six inches above the ground and shall continue upward to the top of the column with maximum 3 inch increments. All openings of each column shall be identical to each other and identical to the openings of all other columns. The position of all corresponding openings of the columns shall not vary more than 3/32 inch as measured from the bottom of the bearing plates. The arrangement of the openings and the fastening devices of the beams shall be such that the tops of the beams are flush, within 3/8 inch, with the top of the column. The width of the column, facing the aisle, shall be nominal 3 inches.

3.1.4.2.2. BEARING PLATES

The bottom of each column shall have a load bearing plate securely attached. Each bearing plate shall be sufficiently sized to disperse the maximum load imposed by the column. The warehouse floor is concrete with a live load capacity of 150 pounds per square foot and a compressive strength of 3,000 pounds per square inch. Each bearing plate shall have a minimum of two punched holes to accept minimum 3/8-inch anchor bolts in accordance with 3.2.2.3.

3.1.4.2.3. DIAGONAL/HORIZONTAL BRACING

Horizontal and diagonal braces shall brace the columns. Each end of all braces shall be securely welded to the columns. The braces shall not protrude beyond the sides of the columns or obstruct the attachment of the shelf beams to the columns, at any height on the columns. The centerline of the bottom

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Bradley ANGB, Cover Purchase Description - Page 10 horizontal brace shall not be located more than 12 inches from the bottom of the upright frame, and the centerline of the top horizontal brace shall be located not farther than 12 inches from the top of the upright frame. Other diagonal and horizontal braces shall be uniformly spaced between the top and bottom horizontal braces.

3.1.4.3. SHELF BEAMS

Shelf beams shall be the box type. The connector shall not be welded to the column. Shelf beam-to-column connection shall be of the locking type. 463L pallet rack shelf beams shall provide a bay width of 120 inches. Beams shall support a uniformly distributed load of 10,000 pounds per bay, without permanent deflection and elastic deformation shall not exceed 0.56 percent of the unsupported span, measured with respect to the two ends of the beam. Shelf beams shall be designed with a safety factor of 1.65 to 1

3.1.4.3.1. CONNECTORS

Each end of the shelf beams shall have a multiple prong slip-fit or slip-joint type shelf beam-to-column connector. Separate shelf beams and connectors are unacceptable. The connectors shall be adjustable, allowing the shelf beams to be moved with no more than the use of a soft hammer. The connector shall be capable of transferring all loads and external forces of the shelf beam to the column without failure of the connection, or damage to the column or connector. The prongs shall be of sufficient number, size, and strength to withstand repeated loading and unloading of the rack, and to continually sustain the rated shelf beam load. The prongs shall engage with the openings of the columns in such a manner to prevent lateral rotation of the beam, with each prong contributing to the support of the beam. The prongs shall engage with the openings of the columns to ensure a snug metal-to-metal fit between the horizontal and vertical load carrying members. The prongs shall be of the same design as the opening.

3.1.4.3.2. SHELF BEAM-TO-COLUMN SAFETY LOCK

Each shelf beam-to-column connection shall have a safety lock, which shall lock the shelf beam to the column. The design and manner of construction of the device shall prevent accidental disengagement of the shelf beam-to-column connection during movement or shifting of the assembled rack unit due to impact to the upright frame or shelf beam from horizontal or vertical directions. The safety-locking device shall be an integral, FA8604-19-R-8119 Attachment 1 Page 16 of 41

Bradley ANGB, Cover Purchase Description - Page 11 attached part of the shelf beam. The safety lock shall be employed without the use of tools, and no part thereof shall obstruct or restrict the loading or unloading of the racks.

Figure 2 – Side View of 463L Pallet Rack

3.1.4.4. ROW SPACERS

Row spacers shall be used to join the two upright frames together to form one side of the bay. Row spacers shall provide a 24-inch flue space between the two uprights. Each end shall firmly and securely attach to the column and prevent unintentional disengagement. The row spacer shall be of sufficient size and strength to withstand all forces applied to the connected upright frames during normal loading and unloading operations without deformation or failure. The Contractor shall supply and install a minimum of three row spacers for each set of uprights. The top row spacer shall be installed within 12 inches of the top of the frame. The bottom row spacer shall be installed within 12 inches of the bottom of the frame. The other row spacer shall be installed equidistant from the top and bottom row spacers.

3.1.4.5. LEVELING SHIMS

Leveling shims shall be provided with the rack units where necessary. The shims shall have holes corresponding to the holes in the bearing plate, and shall anchor or lock with the bearing plate when the rack is erected. Shims shall be equal in width and length to the bearing plate under which it is installed. Shims shall be of varying thickness so no more than

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Bradley ANGB, Cover Purchase Description - Page 12 five shims are installed at any point. Slotted shims shall be unacceptable.

Figure 3 – Front View of 463L Pallet Rack

3.1.4.6. DUNNAGE

The contractor shall provide dunnage for each top-level 463L pallet location. Size of dunnage is 4 inches by 4 inches by 96inches long. Wood is acceptable, but hard plastic is preferred. Reference following web site, http://www.blackrhinoproducts.com/our-products/solid-dunnage/ for acceptable plastic dunnage. Dunnage is not required at floor level. Dunnage shall be located as shown on Figures 1 and 3. Dunnage shall be securely fastened to each beam so that the dunnage does not move forward, backward, or sideways when a 463L pallet is being stored or retrieved from its storage position. Dunnage shall not move when accidentally struck by a forklift tine.

Attachment method for the dunnage shall permit replacement using standard tools. The contractor shall submit proposed fastening method/device to the COTR for approval prior to installation.

3.1.4.7. ANCHORING THE STRUCTURE

The rack system shall be anchored to resist all design shear and uplift forces. The rack units shall be designed to be a rigid freestanding structure and shall not be connected to any existing building structure except the floor. Each bearing plate shall be securely anchored to the floor with minimum one 3/8-inch diameter anchor bolt. The minimum embedment of the

FA8604-19-R-8119 Attachment 1 Page 18 of 41 http://www.blackrhinoproducts.com/our-products/solid-dunnage/

Bradley ANGB, Cover Purchase Description - Page 13 anchor shall be in accordance with 3.3.2.3 of the Cover PD.

3.1.4.8. ASSEMBLY

The assembled pallet rack system shall be rigid, stable, and without deformation or skewing when each bay is loaded to the capacity of the design loads. The pallet rack system shall assemble so that the columns are perpendicular to the beams and parallel to each other. Shelf frames shall be straight and square. All horizontal members shall be level to within 1/8 inch per 10 feet measured over any distance in the rack system.

3.2. DESIGN AND FABRICATION

3.2.1. DESIGN CRITERIA

3.2.1.1. RELIABILITY AND AVAILABILITY

Each component of the system shall demonstrate a mean time between failure (MTBF) and availability greater than or equal to that listed in Table 1. A failure is defined as any condition that does not conform to the specification or any interruption that causes corrective maintenance to be made to the system.

Failures also include situations requiring the use of the maintenance personnel and situations requiring the resetting or restarting of any component. The operating time shall be based on the hours listed in Table 1 or the actual hours read from the hour meter. Each individual component shall meet the MTBF and availability requirements specified (i.e., each turntable must meet the MTBF and availability requirements). The following formulas will be used to calculate MTBF and availability.

MTBF =

Operating Time Total Number of

Failures

Mean Time to Repair

(MTTR) =

Total Time Out of _______Service___ Total Number of

Failures

Availability =

___MTBF___

(MTBF +

MTTR)

TABLE 1 - RELIABILITY AND AVAILABILITY TABLE

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Bradley ANGB, Cover Purchase Description - Page 14

Equipment*

Operating Time (Hours)

MTBF

(Hours)

Availability

Gravity roller Conveyor

360 99

Ball Transfer Conveyor

360 99

3.2.1.2. 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. Grease fittings shall not be blocked and access shall be possible from platforms, walkways, or the ground. All components and replacement parts shall have a distributor located in the United States.

3.2.1.3. ENVIRONMENTAL CONDITIONS

All system components shall operate in a temperature range of 0 to 110 degrees Fahrenheit with up to 99 percent relative humidity. All system components located outdoors shall be constructed for year-round outdoor use, operating in an environment consisting of sun, rain, fog, high humidity, salt air, snow, sleet, ice, and wind. All system components located outdoors, near exterior doors, or under canopies shall be designed to not trap precipitation. Drain holes, cutouts, sloped surfaces, and drain passages shall be provided to eliminate water accumulation, standing water, and ponding. All system components located inside shall be constructed to operate in an open warehouse environment.

3.2.1.4. 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 Contracting Officer’s Technical Representative (COTR), the Contractor shall furnish evidence that equipment of approximately the same design as that proposed to be installed has been tested and successfully

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Bradley ANGB, Cover Purchase Description - Page 15 operated. 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.

3.2.1.5. STANDARDIZATION

Mechanical interchangeability shall exist between like assemblies, subassemblies, and replaceable parts regardless of the manufacturer's supplier. Interchangeability does not necessarily mean complete identity, but requires that a substitution of such like-assemblies and replacement parts be easily effected without physical.

3.2.1.6. SPECIAL TOOLS

Use of special tools shall be minimized and, where required for operational adjustments, shall be provided and securely mounted within the equipment in a readily accessible location. Standard tools, fittings, lubricants, and fluids shall be used to the maximum practicable extent.

3.2.1.7. ACCESSIBILITY

Structural members shall not prevent access to or removal of components for repair or replacement. Equipment shall be designed for rapid and easy removal as well as replacement or repair of malfunctioning units, by one individual where feasible.

3.2.1.8. LUBRICATION REQUIREMENTS

Mechanical components shall be designed to permit lubrication of components without disassembly. The type and frequency of lubrication shall be specified on an instruction plate mounted near the lubrication point.

3.2.1.9. STRUCTURAL AND SEISMIC REQUIREMENTS

The system shall be designed and constructed in accordance with state and local codes. All mechanical and electrical components shall be designed and installed to withstand seismic activity.

Vibration isolation devices and bracing shall be used as necessary to meet this requirement. Seismic design data is:

Ss is 0.235g S1 is 0.065g Soil Site Class is D Site Coefficient, Fa is 1.6

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Bradley ANGB, Cover Purchase Description - Page 16

Site Coefficient, Fv is 2.4 Design Spectral Acceleration, SDs is 0.251g Design Spectral Acceleration, SD1 is 0.104g Seismic use group is II Seismic Design Category is B

3.2.1.10. 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 (CO) of any discrepancy before performing the work.

3.2.1.11. 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, refrigerants, 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.

3.2.1.12. 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:

3.2.1.12.1. 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.

3.2.1.12.2. PROTECTION AGAINST MOVING PARTS

Moving parts shall be provided with guards to protect personnel from possible injury. Guards shall be in accordance with ANSI B15.1.

3.2.1.12.3. PLACARDS

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Bradley ANGB, Cover Purchase Description - Page 17

Conspicuous placards shall be mounted adjacent to areas where hazards may exist (i.e., capacities, 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.

3.2.1.12.4. FAIL-SAFE CONTROLS

No controls shall cause false operation or endanger personnel if a part should fail. All control systems shall fail-safe to a fully stopped position with all components maintained in position. All components shall remain in position when power is returned to ensure no unexpected movement occurs. Movement of components shall only occur upon operator input.

3.2.1.12.5. CONVEYOR SAFETY STANDARD

Conveyor design, components, and controls shall conform to ASME B20.1.

3.2.1.12.6. AFOSH SAFETY STANDARD

The system shall comply with the material handling safety standards in AFI 91-203.

3.2.1.12.7. PERSONNEL PATHWAYS

The Contractor shall be cognizant of personnel pathways throughout the system and shall provide safe pathways for personnel. Pathways include components that may be stepped on to make an elevation change of less than 36 inches or areas likely to be used by maintenance personnel to access system components. The COTR shall determine required personnel pathways throughout the system. All areas not meant for personnel traffic shall have signs, barriers, or other means to prevent access. The top of all structural members and other horizontal surfaces likely to be used as a pathway by personnel shall have a non-slip surface for safety. The maximum elastic deflection of any pathway component shall not exceed 0.12 inch under a 300-pound load. Tripping hazards shall not be placed across personnel pathways.

3.2.1.12.8. PERSONNEL HAZARDS

Sharp objects or edges shall not be exposed in areas accessible to personnel.

3.2.1.13. HUMAN ENGINEERING

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Bradley ANGB, Cover Purchase Description - Page 18

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

3.2.2. MATERIALS

3.2.2.1. STEEL

The structural steel components shall meet all design property requirements of

AISC 325.

3.2.2.2. MECHANICAL FASTENING DEVICES

Unless otherwise specified, all threaded connectors of diameter greater than 0.43 inch shall be either A325 bolts conforming to ASTM A325 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 0.06 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 plated or galvanized to prevent corrosion. All threaded fasteners shall utilize plated flat and lock washers as required.

3.2.2.3. 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 0.375 inch in diameter. 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 shall be spaced so 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. Chemically bonded anchors may be used if approved by the COTR.

3.2.3. PROTECTIVE COATINGS

All metal system component surfaces shall be protected from corrosion by painting, plating, or galvanizing. Surface preparation and color shall be as specified in Table 2.

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Bradley ANGB, Cover Purchase Description - Page 19

3.2.3.1. PAINTING

Metal surfaces which are not stainless steel, galvanized, or plated shall be cleaned, treated, and painted to protect against rust, corrosion, and deterioration. Surfaces that contain loose rust, loose mill scale, and other foreign substances shall be cleaned mechanically with hand tools, power tools, or by sandblasting. 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.

Component colors shall conform to Table 2. Paint shall contain a mildewcide that will not adversely affect the color, texture, or durability of the coating. The paint shall be appropriate for the environment at Bradley ANGB and shall be approved by the

COTR.

TABLE 2 - COLOR TABLE

Component Color and Protection Method*

Stairways and Fall Protection

Galvanized or painted safety yellow

Conveyor Rollers

Plated or galvanized

Conveyor Frames and Ball Transfer Tread Plate

Power coated or Galvanized

Ball Transfer Units

Stainless steel, zinc-plated steel, or aluminum

Conveyor Pallet Stops

Red

Conveyor Guiderails

Safety yellow

Conveyor K-loader Bumper

Galvanized or painted safety yellow

Conveyor Forktine Deflectors

Red

Safety Tread plates and Ramps

Galvanized

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Bradley ANGB, Cover Purchase Description - Page 20

Platform Framing

Submit color chart for COTR to select from manufacturer’s standard colors

Pallet Rack Submit color chart for COTR to select from manufacturer’s standard colors

* Paint and paint application shall comply with 3.2.3.1.

NOTE: Any deviation from the color scheme shall be pre-approved by the COTR.

3.2.3.2. 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.

3.2.3.3. GALVANIZING

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

ASTM A123.

3.2.3.4. 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.

3.2.4. 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.

3.2.4.1. 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

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Bradley ANGB, Cover Purchase Description - Page 21

Procedure Specifications for any welding procedure followed in the fabrication of this system.

3.2.4.2. 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.

3.2.5. FIRE PROTECTION

Fire protection requirements shall conform to UFC 3-600-01, NFPA 13, and Chapter 6 of AFI 91-203. All welding, cutting, brazing, and burning operations shall be accomplished in strict compliance with the requirements outlined in AFI 91-203 and NFPA 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 Bradley ANGB Fire Department at least 48 hours in advance. A copy of each permit shall 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 Chapter 6 of AFI 91-203. At the close of the operation, the Contractor shall make a thorough inspection of each building in which work was performed. These inspections shall ensure that all necessary safeguards relative to potential fire hazards are in effect and operational.

Contractor personnel shall be familiar with the location of all telephones needed for fire reporting. The Contractor shall maintain good housekeeping practices to reduce the risk of fire, damage, 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 and combustible materials shall not be permitted inside the building.

3.2.6. CUTTING

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Bradley ANGB, Cover Purchase Description - Page 22

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.

3.2.7. 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. Fluid residue shall be wiped from all gearboxes, hydraulic components, and similar items before testing begins so leaks will be readily apparent. 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 and all testing, 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, Air Force, Air National Guard Base, local, and municipal codes.

3.2.8. 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 or adjacent grounds to accommodate the new system. The modifications shall match existing work and shall be of comparable quality. The COTR shall approve all modifications before they are made. The Contractor shall request all power outages required for installation to the Bradley Civil Engineering office a minimum of 15 days prior to the requested outage. Power shall not be shut off until approval has been obtained from the base civil engineering office, and the actual outage date and time shall match the approved period.

3.2.9. NAMEPLATES

The Contractor shall provide and install one corrosion resistant metal nameplate for each component. Each row of rack shall have a nameplate so if one row is dismantled, the nameplates will

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Bradley ANGB, Cover Purchase Description - Page 23 exist elsewhere. Each conveyor lane (normally 4 sections comprise one lane) of each type of conveyor (i.e., each conveyor lane, each rigging lane, each storage lane, etc.) shall have a nameplate. 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 0.12 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 Manufacturer Telephone Number Manufacturer Web Address Contract Number Capacity Manufacture Date, Month/Year Provided by Air Force Life Cycle Management Center 937-257-3078 Property of U.S. Government

3.2.10. PRECEDENCE

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

3.3. DOCUMENTATION

The Contractor shall provide documentation (data) as described below and in accordance with Table 3 below. Where possible, the Contractor shall print on recycled paper.