FA8604-20-R-8106-0001.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

BRENDA M. HICKS 937-656-7389

brenda.hicks@us.af.mil

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

FA860420R8106000

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 1 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 Aids System Tucson Air National Guard Base. RFP is hereby extended to 16 June 20, 4:00 pm est.

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 02 Jun 2020 2:47 PM

CONTRACT DOCUMENTS, EXHIBITS AND ATTACHMENTS

FA860420R81060001 PAGE 2 OF 3

1. This amendment hereby incorporates Section J, Appendix B, Rev 1, dated 1 June 20, as a result of questions received on this requirement.

2. As a result of these changes the Request for Proposal (RFP) due date is hereby extended to:

16 JUNE 20 at 4:00 p.m. EST

3. The closing date for all questions will remain the same as follows:

2 JUNE 20 at 4:00 p.m. EST

4. All other terms and conditions remain the same.

SCHEDULE

FA860420R81060001

DOCUMENT PGS DATE TITLE

ATTACHMENT 3 15 01 JUN 2020 APPENDIX B, PALLET RACK, REV 1

APPENDIX B

FOR

PALLET RACK

AT

TUCSON AIR NATIONAL GUARD BASE, ARIZONA

BUILDING 9

CSN: NTC719

DATE: 8 APRIL 2020

REVISION 1: 1 JUN 2020

PREPARED BY:

Andrew J Huser

ANDREW J. HUSER

PROJECT ENGINEER

AFLCMC/EZPAE

Bradley Thompson

BRADLEY THOMPSON

REVIEWER

AFLCMC/EZPAE

FA8604-20-R-8106 Attachment 3, Rev 1 Page 1 of 15

TUCSON ANG – APP B - Page i

TABLE OF CONTENTS

1. GENERAL SCOPE

1.1. DEFINITIONS

2. APPLICABLE DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

3.2. PHYSICAL AND PERFORMANCE CHARACTERISTICS

3.2.1. CONFIGURATION REQUIREMENTS

3.2.2. UPRIGHT FRAMES

3.2.2.1. COLUMNS

3.2.2.2. BEARING PLATES

3.2.2.3. DIAGONAL/HORIZONTAL BRACING

3.2.3. SHELF BEAMS

3.2.3.1. CONNECTORS

3.2.3.2. SHELF BEAM-TO-COLUMN SAFETY LOCK

3.2.4. LEVELING SHIMS

3.2.5. ROW SPACERS............................................ 4 |R1

3.2.6. ANCHORING THE STRUCTURE

3.2.7. ASSEMBLY

3.2.8. DECKING

3.2.9. MOBILE LADDER STANDS

3.2.10. BINS................................................. 6 |R1

4. QUALITY ASSURANCE PROVISIONS

4.1. INSPECTION

4.2. TESTS

4.3. CERTIFICATIONS

FA8604-20-R-8106 Attachment 3, Rev 1 Page 2 of 15

TUCSON ANG – APP B - Page 1

1. GENERAL SCOPE

This appendix establishes the minimum performance, design, fabrication, installation, and test requirements for pallet rack in Building 9 at Tucson Air National Guard Base (ANGB) AZ. The work shall be completed in accordance with this appendix, the Cover Purchase Description (PD), and Air Force (AF) Drawing NTC719-01. This appendix covers all equipment, materials, and labor necessary to complete installation of the system.

1.1. DEFINITIONS

Bay - A storage location in the pallet rack which measures from the front shelf beam to the back shelf beam in depth, and from the inside of the upright frame to the inside of the opposite upright frame in width, and from the top of the shelf beam to the bottom of the next shelf beam above in height. The positions on the top level are considered bays even though they are not fully enclosed.

Decking - A wire mesh surface spanning the area between two parallel shelf beams for the storage of loose or boxed items.

Pallet rack unit - A unit is an assembly of two upright frames and all shelf beams joining those two upright frames and decking.

2. APPLICABLE DOCUMENTS

Applicable documents shall be in accordance with Section 2 of the Cover PD.

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

The pallet racks will be used to store small, medium, larger sized loads, palletized loads and loose items in such a manner to permit placement and removal of any individual load without disturbing any other load. Wire decking shall be provided to facilitate storage of loose or boxed items. Type A, B, C, F, G, OS and P Types of Pallet Rack shall be capable of supporting a minimum uniformly distributed load of 1,100 pounds per bay.

Types D and E Pallet Rack shall be capable of supporting a minimum uniformly distributed load of 6,000 pounds per bay. The pallet rack system shall be designed to withstand the seismic conditions called for in the International Building Code for the Tucson ANGB locality. The pallet rack shall conform to the

FA8604-20-R-8106 Attachment 3, Rev 1 Page 3 of 15

TUCSON ANG – APP B - Page 2 requirements of the Rack Manufacturers Institute (RMI) Specification for the Design, Testing and Utilization of Industrial Steel Storage Racks RMI/ANSI MH16.1. In addition, all storage racks shall be manufactured by a company that has an active R-Mark license through the Rack Manufacturers Institute

(RMI).

3.2. PHYSICAL AND PERFORMANCE CHARACTERISTICS

3.2.1. CONFIGURATION REQUIREMENTS

The pallet rack units shall be located and configured as shown in AF Drawing NTC719-01. The racks shall be capable of being assembled side-by-side, in a row, using common uprights to support the shelf beams.

3.2.2. UPRIGHT FRAMES

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.

Types A, B and C upright frames (168”H) shall have a 9,900 pound capacity. Type D upright frames (168”H) shall have 18,000 pound capacity. Type E upright frames (120”H) shall have 12,000 pound capacity. Types F and G upright frames (120”H) shall have 5,500 pound capacity. Types OS and P upright frames (84”H) shall have 5,500 pound capacity. All types shall have a safety factor of

1.92 to 1.

3.2.2.1. COLUMNS

The columns shall be a continuous channel, box channel, rectangular, square or other formation approved by the Contracting Officer or Designated Representative (CODR). 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 by 2 inch increments. 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 a minimum 2-7/8 inches.

3.2.2.2. BEARING PLATES

FA8604-20-R-8106 Attachment 3, Rev 1 Page 4 of 15

TUCSON ANG – APP B - Page 3

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. Each bearing plate shall have a minimum of two punched holes to accept minimum 1/2-inch anchor bolts in accordance with 3.2.6.

3.2.2.3. DIAGONAL/HORIZONTAL BRACING

The columns shall be braced by horizontal and diagonal braces.

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 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.

3.2.3. SHELF BEAMS

Shelf beams shall be step type. Any openings in the shelf beam construction shall face inward. The connector shall not be welded to the column. Shelf beam-to-column connection shall be of the locking type. Each pair of Type A, B, C, D, E, and G shelf beams shall provide a bay width of 108 inches. Each pair of Type F and P shelf beams shall provide a bay width of 84 inches. Each pair of Type OS shelf beams shall provide a bay width of 96 inches. With the specified uniformly distributed load per bay, there shall be no permanent deformations, and elastic deflections shall not exceed 0.56 percent of the unsupported span, measured with respect to the two ends of the beam. Shelf beam capacities are as shown in Shelving Details in AF Drawing NTC719-01. One shelf beam, facing the aisle, per set of uprights, shall be marked identifying the shelf beam capacity (paper labels are not acceptable). Shelf beams shall be designed with a minimum safety factor of 1.65 to 1. The bottom beam of Type A, B, C, F, G, OS, and P rack shall have an inverted load beam connector.

3.2.3.1. 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

FA8604-20-R-8106 Attachment 3, Rev 1 Page 5 of 15

TUCSON ANG – APP B - Page 4 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. The bottom load beam of Type A, B, C, F, G, OS, and P pallet rack shall have the connector inverted such that the load beam can be configured closer to the floor.

3.2.3.2. 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, 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.

3.2.4. 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 five shims are installed at any point. Slotted shims shall be unacceptable.

3.2.5. ROW SPACERS |R1

Row spacers shall be capable of joining the backs of two upright frame sections together to form a double row arrangement. The row spacers shall provide a 6-inch flue space when storage locations are back-to-back. 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

FA8604-20-R-8106 Attachment 3, Rev 1 Page 6 of 15

TUCSON ANG – APP B - Page 5 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 2 row spacers for each set of back-to-back frames.

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.

3.2.6. 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. Excluding Type OS, each bearing plate shall be securely anchored to the floor with minimum one 1/2-inch diameter anchor bolt. The minimum embedment of the anchor shall be in accordance with 3.3.2.3 of the Cover PD. The floor of the outside storage unit is bar grating. Type OS will not be anchored.

3.2.7. 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.

3.2.8. DECKING

Wire mesh decking shall be installed in all bays between all parallel shelf beams. The decking shall be heavy duty welded steel wire with integral support channels capable of supporting a uniformly distributed load of 1,100 pounds per bay (Type A, B, C, F, G, OS and P), and 6,000 pounds per bay (Type D and Type E). The decking shall be designed with a minimum safety factor of 1.65 to 1. The decking shall not exhibit permanent deformation and elastic deformations shall not exceed 0.56 percent of the unsupported span. The decking shall conform to the requirements of the Design, Testing and Utilization of Welded-Wire Rack Decking RMI MH26.2. In addition, all wire decking shall be manufactured and certified by a company that has an active R-Mark license through the Rack Manufacturers Institute. Decking shall be the appropriate type to interface with the type shelf beam being provided. The ends of the wire

FA8604-20-R-8106 Attachment 3, Rev 1 Page 7 of 15

TUCSON ANG – APP B - Page 6 mesh decking shall bend over the shelf beam to provide a secure load supporting deck and keep the decking from accidentally disengaging from the shelf beams.

3.2.9. MOBILE LADDER STANDS

The Contractor shall provide the following rolling mobile ladder stands. The ladders stand shall conform to OSHA 1910.29 and ANSI A14.7. The stair tread shall be expanded metal with stair incline not to exceed 59 degrees. The ladders shall be easily maneuverable into and out of the shelving aisles shown on AF Drawing NTC719-01. All ladder stands shall have a minimum 350 pound load capacity. All ladders shall have a foot controlled floor lock. All stairs shall be a traction tread to provide non-slip protection.

Contractor shall provide:

One (1) 13-step ladder:

Platform Height: 120” minimum Handrail Height: 42” Overall Width: 45” maximum Platform Width: 26” minimum Platform Depth: 24” minimum

Five (5) 11-step ladder:

Platform Height: 104” minimum Handrail Height: 42” Overall Width: 40” maximum

Platform Depth: 24” minimum

Two (2) 4-step ladder:

Platform Height: 38” minimum Handrail Height: 32” Overall Width: 30” maximum

Platform Depth: 12” minimum

3.2.10. BINS |R1

The Contractor shall provided a total of 20 bins for the Type G 24108 w/ Bins Pallet Rack. The bins shall be a nominal 18” wide by 12” deep x 24” long. The bins shall be industrial grade, a minimum capacity of 250 pounds, and able to be stacked.

FA8604-20-R-8106 Attachment 3, Rev 1 Page 8 of 15

TUCSON ANG – APP B - Page 7

4. QUALITY ASSURANCE PROVISIONS

4.1. INSPECTION

The system shall be inspected to verify that it meets all the requirements of sections 1, 2, and 3 of this appendix and the Cover PD. These inspections shall be completed as part of the system checkout test and again as a part of the quality conformance test.

4.2. TESTS

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

No. Paragraph Description

1. 3.1. and 3.2.3.

Three Type A, B, C, F, G, OS and P pallet bays, picked at random, shall each be loaded with 1,100 pounds; Type D and E shall each be loaded with 6,000 pounds to ensure the pallet beams are set in place. The loads shall then be removed. The distance from the top of each designated shelf beam to the top of the shelf beam above it shall be measured and recorded as M1. The 6,000-pound load and 1,100-pound loads shall then be put back into the designated pallet bays. The loads shall be left for a minimum of four continuous hours. The distance from the designated shelf beams to the top of the next shelf beam shall be measured again and recorded as M2. The following formula shall be used to determine the deflection amount:

Deflection = [(M1 - M2) / Beam Width ] * 100

If the deflection is greater than 0.56 or if permanent deformation exists when the loads are removed, the system shall fail.

2. 3.2.3.2. The shelf-to-column safety lock shall be tested at a minimum of ten random locations.

Personnel shall attempt to separate empty shelf beams from the column without disabling the shelf-to-beam safety lock. If a shelf separates from a column then the system fails the test.

FA8604-20-R-8106 Attachment 3, Rev 1 Page 9 of 15

TUCSON ANG – APP B - Page 8

4.3. CERTIFICATIONS

The Contractor shall provide certification that the following requirements have been met. All certifications shall be provided in accordance with the Cover PD.

No. Paragraph Certifications

1. 3.1. The pallet rack conforms to the requirements the latest edition of Rack Manufacturers Institute (RMI) Specification for the Design, Testing, and Utilization of Industrial Steel Storage Racks.

2. 3.2.8. Certify the wire deck is R-Mark compliant.

FA8604-20-R-8106 Attachment 3, Rev 1 Page 10 of 15

TECHNICAL PROPOSAL QUESTIONNAIRE

FOR

TUCSON ANG – APP B - Page 1 of 5

PALLET RACK

Solicitation Number: FA8640- -R- Project Title: STORAGE AIDS SYSTEM Base: TUCSON ANGB AZ CSN: NTC719 Appendix B, Pallet Rack, 8 APRIL 2020

This questionnaire shall be completed by the Offeror. 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 product literature/cut sheets for all equipment detailed in this questionnaire and attach any exceptions to the Purchase Description Appendix.

Pallet Rack Manufacturer: _______________________________

Paragraph Characteristics

3.2.1. Dimensions:

Width of pallet rack units:

Type A:___________ inches Type B:___________ inches Type C:___________ inches Type D:___________ inches Type E:___________ inches Type F:___________ inches Type G:___________ inches Type OS:___________ inches Type P:___________ inches Depths of pallet rack units Type A:___________ inches Type B:___________ inches Type C:___________ inches Type D:___________ inches Type E:___________ inches Type F:___________ inches Type G:___________ inches Type OS:___________ inches Type P:___________ inches

FA8604-20-R-8106 Attachment 3, Rev 1 Page 11 of 15

Solicitation Number: FA8604- -R-

TUCSON ANG – APP B - Page 2 of 5

Heights of pallet rack unit:

Type A:___________ inches Type B:___________ inches Type C:___________ inches Type D:___________ inches Type E:___________ inches Type F:___________ inches Type G:___________ inches

3.2.2. Upright frame part numbers: ________________________

Minimum capacity of upright frame:

Type A:___________ pounds Type B:___________ pounds Type C:___________ pounds Type D:___________ pounds Type E:___________ pounds Type F:___________ pounds Type G:___________ pounds Type OS:___________ pounds Type P:___________ pounds based on a maximum shelf spacing of ____ inches Safety factor of: ___________________________ to 1

3.2.2.1. Width of column facing the aisle:

Type A:___________ inches Type B:___________ inches Type C:___________ inches Type D:___________ inches Type E:___________ inches Type F:___________ inches Type G:___________ inches Type OS:___________ inches Type P:___________ inches Vertical center-center spacing of column openings for shelf beam adjustment:___ inches

3.2.3. Shelf beam part numbers: __________________________

Type of shelf beam: ______________________________

FA8604-20-R-8106 Attachment 3, Rev 1 Page 12 of 15

TUCSON ANG – APP B - Page 3 of 5

Bay width provided by shelf beam:

Type A:___________ inches Type B:___________ inches Type C:___________ inches Type D:___________ inches Type E:___________ inches Type F:___________ inches Type G:___________ inches

Minimum capacity per bay:

Type A:___________ pounds Type B:___________ pounds Type C:___________ pounds Type D:___________ pounds Type E:___________ pounds Type F:___________ pounds Type G:___________ pounds Type OS:___________ pounds Type P:___________ pounds

Safety factor of: ___________________________ to 1 Will shelf deflection meet the requirements as specified? YES NO

3.2.3.2. Will shelf beam-to-column safety locks be provided

as specified? YES NO

3.2.4 Will leveling shims be provided as specified:

YES NO

3.2.6. Diameter of anchors to be provided:________ inches

Length of anchors to be provided: _________ inches Number of anchors per bearing plate: _____________

FA8604-20-R-8106 Attachment 3, Rev 1 Page 13 of 15

TUCSON ANG – APP B - Page 4 of 5

3.2.8. Will wire decking be provided as specified:

YES NO

Capacity of decking:

Type A:___________ pounds Type B:___________ pounds Type C:___________ pounds Type D:___________ pounds Type E:___________ pounds Type F:___________ pounds Type G:___________ pounds Type OS:___________ pounds Type P:___________ pounds

3.2.9. Mobile Ladder Manufacturer: _____________________

Number of Mobile Ladders provided: ______________

Thirteen-Step Ladder Dimensions:

Eleven-Step Ladder Dimensions:

Four-Step Ladder Dimensions:

3.2.10.

Bin Manufacturer: _________________________________

Bin Dimensions: ___________________________________

Number of bins being provided: ____________________

FA8604-20-R-8106 Attachment 3, Rev 1 Page 14 of 15

TUCSON ANG – APP B - Page 5 of 5

EXCEPTIONS

Attach any exceptions taken to the Purchase Description Appendix. Please outline those concerns in detail. Your exceptions will be reviewed to determine acceptability.

Are exceptions taken? YES NO

EXCEPTIONS:

FA8604-20-R-8106 Attachment 3, Rev 1 Page 15 of 15