FA8604-19-R-8105-0003.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.

FA8604-19-R-8105

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 Aid System Kirtland Air Force Base. RFP is hereby extended to 29 May 2019 at 4:00 p.m. 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 7.1.2.2 FAR (48 CFR) 53.243 Created 07 May 2019 12:59 PM

CONTRACT DOCUMENTS, EXHIBITS AND ATTACHMENTS

FA8604-19-R-8105 0003 PAGE 2 OF 3

1. This amendment hereby incorporates Section J, Appendix A, Rev 1, dated 1 May 19, Drawings AKR07-02, Rev 2, dated 01 May 19 and AKR707-03, Rev 3, dated 01 May 19 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:

29 MAY 2019 at 4:00 p.m. EST

3. The closing date for all questions will be:

22 MAY 2019 at 4:00 p.m. EST

4. All other terms and conditions remain the same.

SCHEDULE

FA8604-19-R-8105 0003

DOCUMENT PGS DATE TITLE

ATTACHMENT 2 17 01 MAY 2019 APPENDIX A, MEZZANIES, REV 1

ATTACHMENT 8 1 01 MAY 2019 DRAWING AKR707-02, REV 2

ATTACHMENT 9 1 01 MAY 2019 DRAWING AKR707-03, REV 3

APPENDIX A

FOR

MEZZANINES

AT

KIRTLAND AIR FORCE BASE, NEW MEXICO

HANGARS 1000 & 1002

CSN: AKR707

DATE: 19 DECEMBER 2018

REV 1: 1 MAY 2019

PREPARED BY:

James F. Rowland

JAMES F. ROWLAND

PROJECT ENGINEER

AFLCMC/EZPAE

Brad Thompson

BRAD THOMPSON

REVIEWER

AFLCMC/EZPAE

FA8604-19-R-8105 Attachment 2 Page 1 of 17

Kirtland AFB – App A - Page i

TABLE OF CONTENTS

1. SCOPE

1.1. GENERAL SCOPE

1.2. DEFINITIONS

2. APPLICABLE DOCUMENTS

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

3.2. CHARACTERISTICS

3.2.1. PERFORMANCE AND PHYSICAL CHARACTERISTICS

3.2.1.1. LOAD CAPACITY

3.2.1.2. FREESTANDING STRUCTURE

3.2.1.3. DEFLECTION UNDER LOAD

3.2.1.4. DIMENSION AND CLEAR HEIGHT

3.2.1.5. SEISMIC

3.2.1.6. COLUMNS

3.2.1.6.1. BASE PLATES

3.2.1.7. FRAMING

3.2.1.7.1. BEAMS

3.2.1.7.2. JOISTS

3.2.1.7.3. BRIDGING

3.2.1.8. DECKING

3.2.1.8.1. METAL ROOF DECK

3.2.1.8.2. COMPOSITE FLOORING

3.2.1.9. STAIRWAY SYSTEMS

3.2.1.9.1. STAIR TREADS

3.2.1.9.2. STRINGERS

3.2.1.9.3. RAILING

3.2.1.10. MEZZANINE RAILING

3.2.1.11. KICKPLATE

3.2.1.12. PALLET GATES

3.2.1.13. FIRE SUPPRESSION SYSTEM

3.2.2. ELECTRICAL CHARACTERISTICS

3.2.2.1. LIGHTING

3.2.2.1.1. FIXTURES

3.2.2.1.2. MOTION SENSORS

3.2.2.2. ELECTRICAL OUTLETS (REV1)

3.2.3. SAFETY FEATURES

3.2.3.1. CAPACITY MARKINGS

3.2.3.2. NO-STEP MARKINGS

3.2.3.3. SAFETY FACTOR

4. QUALITY CONFORMANCE

4.1. INSPECTIONS

4.2. TEST

4.3. CERTIFICATIONS

FA8604-19-R-8105 Attachment 2 Page 2 of 17

Kirtland AFB – App A - Page 1

1. SCOPE

1.1. GENERAL SCOPE

This appendix establishes the minimum performance, design, fabrication, installation, and test requirements for two mezzanines for the 58th Special Operations Wing (SOW) in Hangars 1000 & 1002, at Kirtland Air Force Base (AFB), New Mexico. The work shall be completed in accordance with this appendix, the Cover Purchase Description (PD), and Air Force (AF) Drawings AKR707-02 and -03. This appendix covers all equipment, materials, and labor necessary to complete installation of the system.

1.2. DEFINITIONS

Beams - Structural steel supporting member which connect the columns.

Bridging - Steel channels used to provide lateral stability and prevent joists from twisting.

Column - Structural steel that supports beams and joist.

Framing - Consists of beams, joists, and bridging.

Joists - Structural steel member supporting the decking.

2. APPLICABLE DOCUMENTS

Applicable documents shall be in accordance with Section 2 of the Cover PD and the following:

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM A36/A36M-14 Standard Specification for Carbon

Structural Steel

ASTM A1008/A1008M-15 Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

FA8604-19-R-8105 Attachment 2 Page 3 of 17

Kirtland AFB – App A - Page 2

ASTM A653/A653M-13 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A500/A500M-13 Standard Specification for Cold-

Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A1011/A1011M-14 Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength

ASTM A1008/A1008M-15 Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

(Applications for copies should be addressed to the American Society for Testing and Materials, 1916 Race Street, Philadelphia PA 19103)

US PRODUCT STANDARDS

USPS 1-95 For Construction and Industrial

Plywood with Typical APA Trademark

(Applications for copies should be addressed to the American Plywood Association, PO Box 11700, Tacoma WA 98411-0700).

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 13-2013 Standard for the Installation of

Sprinkler Systems

NFPA 255-06 Standard Method of Test of Surface Burning Characteristics of Building Materials

FA8604-19-R-8105 Attachment 2 Page 4 of 17

Kirtland AFB – App A - Page 3

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

3. REQUIREMENTS

3.1. SYSTEM DESCRIPTION

The two mezzanines shall be located according to AF Drawings AKR707-02 and -03. The mezzanines in Hangar 1002 shall be used to store palletized loads while the mezzanine in Hangar 1000 shall be used to store hub maintenance equipment for CV-22 operations. Each mezzanine system shall consist of the following components:

a. Freestanding, structural steel mezzanine with columns, beams, joists, decking, and bridging.

b. Stairs, platforms, handrails, midrails, and kickplates.

c. Lighting.

d. Fire suppression system.

e. Pallet gates.

h. Conduit, wiring, mechanical fasteners, and all other items required to install a functional mezzanine system.

3.2. CHARACTERISTICS

3.2.1. PERFORMANCE AND PHYSICAL CHARACTERISTICS

3.2.1.1. LOAD CAPACITY

All components of the mezzanine in Hangar 1000 shall be designed to support a minimum capacity of 250 pounds per square foot while all components of the mezzanine in Hangar 1002 shall be designed to support a minimum capacity of 150 pounds per square foot. The mezzanine in Hangar 1000 shall be capable of sustaining the point loads of CV-22 hub overhaul equipment weighing 3,000 pounds being distributed over 4 wheels. The mezzanine in Hangar 1002 shall be capable of sustaining the point loads of a pallet jack when fully loaded with pallets weighing possibly 3,000 pounds each without permanent deflection or deformation.

3.2.1.2. FREESTANDING STRUCTURE

FA8604-19-R-8105 Attachment 2 Page 5 of 17

Kirtland AFB – App A - Page 4

The mezzanine shall not be attached to any existing building wall or column and shall not require cross bracing between columns.

3.2.1.2.1. PRE-ENGINEERED

All components of the mezzanine shall be pre-engineered so that on-site welding is eliminated.

3.2.1.3. DEFLECTION UNDER LOAD

No component of the mezzanine shall exhibit deflections greater than the length of the component divided by 360 (L/360) under uniformly loaded conditions.

3.2.1.4. DIMENSION AND CLEAR HEIGHT

The mezzanine in Hangar 1000 shall be a nominal 42’ long x 42’ wide and shall have a nominal clear height of 10’ underneath all components of the mezzanine. The top of the decking on the mezzanine in Hangar 1000 shall be a maximum of 11’-6” above the existing floor. The mezzanine in Hangar 1002 shall be a nominal 70’ long x 20’ wide and shall have a nominal clear height of 10’ underneath all components of the mezzanine. The top of the decking on the mezzanine in Hangar 1002 shall be a maximum of 11’-6” above the existing floor.

3.2.1.5. SEISMIC

Both mezzanines shall be designed to withstand forces for a seismic zone 2.

3.2.1.6. COLUMNS

Columns shall be cold formed, structural steel tubing and shall meet or exceed the requirements of ASTM A500, Grade B, FY-46KSI.

Columns shall be spaced on centers as shown conceptually shown on AF Drawings AKR707-02 and -03. Contractors shall highlight any major variation from the conceptual design in their Technical Proposal Questionnaire. The columns shall be pre-punched at the top to provide a secure connection to beams and joists. Columns shall be a minimum of 6 inches x 6 inches x 3/16 inch thick.

3.2.1.6.1. BASE PLATES

Base plates shall be used under each column to distribute the load. The base plates shall be factory welded to the columns

FA8604-19-R-8105 Attachment 2 Page 6 of 17

Kirtland AFB – App A - Page 5 and prepunched to provide a secure connection to the floor. The base plates shall be anchored in accordance with the manufacturers recommended procedure. The base plates shall meet or exceed the requirements of ASTM A36 and shall be a minimum of 12 inches x 12 inches x 5/8 inch. Base plate grout shall be used as required.

3.2.1.7. FRAMING

Hot rolled structural steel members shall meet or exceed the requirements of ASTM A570. Cold-formed structural steel members shall meet or exceed the requirements of ASTM A500 or ASTM A611.

Framing shall consist of beams, joists and bridging as defined in 1.2. The framing shall be designed to support the full rated load and the decking.

3.2.1.7.1. BEAMS

All beams shall be structural steel and shall be prepunched for secure connection to the columns and joists with A325 bolts.

3.2.1.7.2. JOISTS

All joists shall be structural steel and shall be prepunched for secure connection to the beams with A325 bolts.

3.2.1.7.3. BRIDGING

Structural steel bridging channels shall be minimum 18-gauge steel.

3.2.1.8. DECKING

The decking shall consist of a metal roof deck and a composite flooring with a minimum density of 60 pounds per cubic foot.

The decking shall sustain the load specified in 3.2.1.1.

3.2.1.8.1. METAL ROOF DECK

The metal roof deck shall be galvanized or painted on both sides and consist of minimum 20-gauge, type-B roof deck meeting the requirements of ASTM A611, Grade C, or minimum 18 gauge, type-B roof deck meeting the requirements of ASTM A446, Grade A. If the roof deck is painted, the bottom of the roof deck shall be painted white and the top shall be painted the manufacturer's standard color. The roof deck shall be securely fastened to the framing with plated, self-tapping, steel screws or equivalent as

FA8604-19-R-8105 Attachment 2 Page 7 of 17

Kirtland AFB – App A - Page 6 approved by the Contracting Officer’s Technical Representative

(COTR).

3.2.1.8.2. COMPOSITE FLOORING

The composite flooring shall be resindek or equivalent.

Resindek flooring is a special blend of phenolic resin, wax emulsion, and wood fibers combined under heat and pressure. The flooring shall be minimum 3/4-inch thick. The flooring shall have an exterior sealant. The sealant shall be Acryseal or equivalent. A sealant color chart shall be provided with the shop drawings for selection by the COTR. The flooring sheets shall be tongue and groove on long sides forming an integral surface. The flooring sheets shall be securely fastened to the framing with resindek type drill screws or equivalent. All exposed sides of the composite flooring shall be covered.

3.2.1.9. STAIRWAY SYSTEMS

Stairway systems shall be provided at the locations shown on AF Drawings AKR707-02 and -03. Stairway systems shall include stairs, structural steel stringers, railing, platforms, and all necessary hardware to install the stairways. Stairways shall be 36 inches wide. Stairways shall be designed and constructed in accordance with OSHA 1910.24. Intermediate platforms shall be utilized as required to ensure that the angle of incline does not exceed 40 degrees. Stairway systems shall be painted safety yellow.

3.2.1.9.1. STAIR TREADS

Stairs shall be closed tread with diamond plate.

3.2.1.9.2. STRINGERS

Stringers shall meet or exceed the requirements of ASTM A36.

3.2.1.9.3. RAILING

Railing shall be provided on the open sides of all exposed stairways and platforms. Rails shall be designed and constructed in accordance with OSHA 1910.23 and shall be of either the 2-rail or 3-rail type. The top rail surface shall be between 30-34 inches above the stair tread surface. Railing shall be minimum 1-1/4 inch, schedule 40 steel tubing. Rail sections shall be joined together with either galvanized fittings or a pre-engineered union. Railing for the stairway shall be bolt connected or factory welded to the stringer such

FA8604-19-R-8105 Attachment 2 Page 8 of 17

Kirtland AFB – App A - Page 7 that it is capable of withstanding a load of at least 200 pounds applied in any direction at any point on the top rail.

3.2.1.10. MEZZANINE RAILING

Railing shall be provided on the open sides of all exposed mezzanine floor. Rails shall be designed and constructed in accordance with OSHA 1910.23 and shall be of either the 2-rail or 3-rail type. The top rail surface shall be 42-inches above the mezzanine decking. Railing shall be minimum 1-1/2 inch diameter, schedule 40 steel tubing. Rail sections shall be joined together with either galvanized fittings or a pre-engineered union. Railing for the mezzanine shall be bolt-connected to a structural framing beam such that it is capable of withstanding a load of at least 200 pounds applied in any direction at any point on the top rail. Support posts shall be spaced on a maximum of 8-foot centers.

3.2.1.11. KICKPLATE

A kickplate shall be provided on all open sides of the mezzanine and platforms. The kickplate shall be a minimum 4-inches high with no more than 1/4-inch clearance between the floor and the bottom of the kickplate. The kickplate shall be minimum 14-gauge steel and shall be securely fastened to the mezzanine or railings.

3.2.1.12. PALLET GATES

Pallet gates shall be provided at the locations shown on AF Drawings AKR707-02 and -03. The gates shall be used to load/unload material from the mezzanine using a standard forklift. The pallet gate shall be constructed of steel tubing matching the railing and shall provide a minimum opening of 72 inches. The pallet gates shall be the swinging hinged type.

Each pallet gate shall have a minimum of two tie-off points for fall protection harnesses to allow personnel to tie-in when the gate is open. Each tie-off point shall be positioned in such a way to not interfere with normal operations of the pallet gate.

3.2.1.13. FIRE SUPPRESSION SYSTEM

The Contractor shall design and install a dry-pipe fire suppression system under the mezzanine in accordance with NFPA 13-2010 and applicable fire codes at Kirtland AFB, NM. All appendices of NFPA 13 will be considered to be a part of the main body of the standard; all "shoulds" will be considered "shalls" in this project. Sprinkler size, spacing and location

FA8604-19-R-8105 Attachment 2 Page 9 of 17

Kirtland AFB – App A - Page 8 shall be in accordance with NFPA 13-2010, Chapter 4. Sprinkler heads and piping shall be located so not to be susceptible to damage or interfere with normal operations under the mezzanine.

The clear height specified in 3.2.1.5 shall be maintained. The Contractor shall connect the fire suppression system to the existing system piping at the most economical point permitted by NFPA 13 criteria and approved by the COTR.

To allow for future water supply degradation, a 5-psi safety margin shall be provided between the mezzanine sprinkler system demand pressure and water supply pressure at the calculated combined roof-level and mezzanine design flow rate. The proposed sprinkler design, with supporting hydraulic calculations, shall be approved by the COTR prior to initiation of any work on the fabrication or installation of the sprinkler system. Prior to impairing the existing system for connection of the mezzanine sprinkler system, the Contractor shall notify the Base Fire Department. The existing fire suppression system shall not be inoperative for any time longer than that required to make the required connections.

The fire suppression design and hydraulic calculations shall be sealed by a qualified registered Professional Engineer or a R.M.E. (NICET Level IV) technician.

3.2.2. ELECTRICAL CHARACTERISTICS

3.2.2.1. LIGHTING

The Contractor shall provide LED lighting underneath the mezzanine with a minimum illuminance level of 50 foot-candles measured at 30 inches above the floor. Lighting shall be supported by the mezzanine.

3.2.2.1.1. FIXTURES

Lighting fixture boxes shall not be smaller than 4 inches (octagonal), except where required by fixture configuration and approved by the COTR. Fixtures shall provide rapid start lighting. Fixtures shall not be suspended. T-8 LED light fixtures and lights shall be utilized. LED lighting using 4-foot tubes shall be utilized to light the mezzanine area.

Lenses shall be provided for all lights.

3.2.2.1.2. MOTION SENSORS

Lighting shall come on via 2300 motion sensor. The motion sensor shall be adjusted for turning the lights off after 5 minutes of

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Kirtland AFB – App A - Page 9 no movement. This shall be field adjusted. Toggle switches shall be installed to activate lights continually.

3.2.2.2. ELECTRICAL OUTLETS (REV1)

Electrical outlets shall be provided under each mezzanine to provide sufficient power for the Robo Cribs specified in Appendix B. Electrical outlets shall be standard 110 volt AC duplex outlets. Outlets shall be located as shown on AF Drawing AKR707-02 and -03. Each outlet shall be installed with a minimum of 10 feet of flex conduit available to allow easy relocation in the event equipment or operational constraints require changes to initial location.

3.2.3. SAFETY FEATURES

3.2.3.1. CAPACITY MARKINGS

Live load capacity metal signs shall be displayed on all sides of the mezzanine.

3.2.3.2. NO-STEP MARKINGS

Signs shall be posted on the railings indicating that the rails are not steps. Signs shall be posted on a maximum of 20-foot centers.

3.2.3.3. SAFETY FACTOR

All vertical members of the mezzanine shall have a minimum safety factor of 1.92 to 1 and all horizontal members shall have a minimum safety factor of 1.67 to 1.

4. QUALITY CONFORMANCE

4.1. INSPECTIONS

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 Purchase Description. These inspections shall be completed as part of the system checkout test and again as a part of the quality conformance test.

4.2. TEST

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

FA8604-19-R-8105 Attachment 2 Page 11 of 17

Kirtland AFB – App A - Page 10

No. Paragraph Description

1. 3.2.1.1. The COTR shall select three joists. At the midpoint of the joists, the distance from the bottom of the joist to the floor will be measured in inches and recorded as M1. A minimum of three pallets weighing 250/150 pounds per square foot shall be placed over the joists. After a continuous 4 hours, the distance from the midpoint of the joist to the floor will be measured in inches and recorded as M2. The deflection shall be calculated by using the following formula:

(M1 - M2) / (Span of joist in inches) = Deflection

If the deflection is greater than (Span of joist in inches)/360 or any permanent deformation has occurred, the mezzanine shall fail the test.

2. 3.2.2.1. The lighting under the mezzanine shall be turned on. Test the lighting with a light meter 30 inches from the floor. If the lighting is not a minimum of 50 foot-candles then the system shall fail the test.

4.3. CERTIFICATIONS

The Contractor shall provide certification that the following requirements have been met. All certifications shall be provided in accordance with the Contract Data Requirements List.

No. Paragraph Certification

1. 3.2.1.1. All components of the mezzanine shall be designed to support a minimum capacity of 250/150 pounds per square foot.

2. 3.2.3.3. All vertical members of the mezzanine shall have a minimum safety factor of 1.92 to 1 and all horizontal members shall have a minimum safety factor of 1.67 to 1.

FA8604-19-R-8105 Attachment 2 Page 12 of 17

TECHNICAL PROPOSAL QUESTIONNAIRE

FOR

Kirtland AFB- Mezzanine - TPQ - Page 1 of 5

MEZZANINE SYSTEM

Solicitation Number: FA8604- -R- Project Title: Storage Aids System Base: Kirtland AFB NM CSN: AKR707 Appendix A , Mezzanine, 19 December 2018

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

Please attach product literature/cut sheets for all equipment detailed in this questionnaire and attach any exceptions to the Purchase Description Appendix or recommendations/design alternatives as detailed below.

Mezzanine Manufacturer: ________________________

No. Paragraph

Characteristics

1. 3.2.1.1. All components are designed to support a minimum of Hangar 1000: ______________________ psf

Hangar 1002: ______________________ psf

2. 3.2.1.2. Is each mezzanine freestanding?

YES NO

3. Are all components pre-engineered so that on site welding is eliminated?

4. 3.2.1.3. All components are designed so that deflection is not greater than

5. 3.2.1.4. The clear height underneath the mezzanine in Hangar 1000 is ______ feet.

The clear height underneath the mezzanine in Hangar 1002 is ______ feet.

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Kirtland AFB – Mezzanine - TPQ - Page 2 of 5

6. The height of the decking surface of the mezzanine in Hangar 1000 above the finished floor is ____ feet-____ inches.

The height of the decking surface of the mezzanine in Hangar 1002 above the finished floor is ____ feet-____ inches.

7. What are the dimensions of the mezzanine in Hangar 1000?

______ feet long X ______ feet wide

What are the dimensions of the mezzanine in Hangar 1002?

______ feet long X ______ feet wide

8. 3.2.1.5. The mezzanine is designed for seismic zone _____.

9. 3.2.1.6. The columns for the mezzanine in Hangar

1000 are on _______ foot centers.

The columns for the mezzanine in Hangar 1002 are on _______ foot centers.

10. The dimensions of the columns are ______ inches X ______ inches.

11. Are the columns structural steel tubing?

12. 3.2.1.6.1. The dimensions of the base plates are

______ inches X ______ inches

13. 3.2.1.7. What type of framing are you proposing?

14. 3.2.1.7.1. Will all beams and joists be structural steel and pre-punched for connection?

15. Will A325 bolts be used for connection?

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Kirtland AFB – Mezzanine - TPQ - Page 3 of 5

16. 3.2.1.8. What type of decking are you proposing?

17. What is the brand name of the decking?

18. 3.2.1.9. How many sets of stairs are you providing per mezzanine? ______

19. What is the width of the stairs? ______ inches

20. 3.2.1.9.1. Are stairs closed tread with diamond plate?

21. 3.2.1.9.3. Are the handrails in accordance with OSHA

1910.23?

22. Are rail sections joined with galvanized fittings or are they a pre-engineered union? ______________

23. 3.2.1.10. Are the railings in accordance with OSHA

1910.23?

24. 3.2.1.13. The kickplate is ____ inches high.

25. 3.2.1.12. Total number of pallet gates provided:

Each pallet gate provides an opening of ___ inches

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Kirtland AFB – Mezzanine - TPQ - Page 4 of 5

26. 3.2.1.13. Will the fire sprinkler system meet all the requirements specified in this appendix?

27. 3.2.2.1. The lighting will provide a minimum illumination level of ____ foot-candles measured at 30 inches above the floor.

28. 3.2.2.1.2. Are motion sensors provided?

29. 3.2.3.1. Are capacity markings provided?

30. 3.2.3.2. Are no-step markings provided?

31. 3.2.3.3. Vertical members have a minimum safety factor of _____ to ____.

Horizontal members have a minimum safety factor of _____ to ____.

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Kirtland AFB – Mezzanine - TPQ - Page 5 of 5

EXCEPTIONS/RECOMMENDATIONS/DESIGN ALTERNATIVES

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

Number of pages attached: ____________________________________

Attach any recommendations or design alternatives you feel may enhance operation, maintainability, or reduce system cost. Your recommendations and design alternatives will be reviewed to determine acceptability.

Are recommendations/design alternatives attached? YES NO

Number of pages attached: ____________________________________

FA8604-19-R-8105 Attachment 2 Page 17 of 17

FA8604-19-R-8105 Attachment 8 Page 1 of 1

FA8604-19-R-8105 Attachment 9 Page 1 of 1

ELECTRICAL OUTLETS (REV1)