RFP_FA8604-19-R-8113_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

HALLIE M. REITERMAN 937-656-7519

HALLIE.REITERMAN@US.AF.MIL

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

FA860419R8113000

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 is extended, X 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 Materials Handling System at Kadena Air Base, Japan - Amendment 0001 Response to questions and incorporate revised Appendix A and drawing ZKD801-01.

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 7.1.3.5 FAR (48 CFR) 53.243 Created 31 May 2019 1:40 PM

CONTRACT DOCUMENTS, EXHIBITS AND ATTACHMENTS

FA860419R81130001 PAGE 2 OF 3

1. Purpose: This solicitation amendment to FA8604-19-R-8113 is to incorporate revisions to Section J attachment 2 Appendix A revision 0001 dated 5/30/2019, attachment 6 Drawing ZKD801-01 revision 0001 dated 5/30/2019, and response to questions.

2. All other terms and conditions of this solicitation remain the same.

SCHEDULE

FA860419R81130001

DOCUMENT PGS DATE TITLE

ATTACHMENT 2 21 30 MAY 2019 APPENDIX A FOR MEZZANINE REV 1

ATTACHMENT 6 1 30 MAY 2019 DRAWING ZKD801-01 REV A

APPENDIX A

FOR A

MEZZANINE

AT

KADENA AIR BASE, JAPAN

BUILDING 3523

CSN: ZKD801

DATE: 25 MARCH 2019

REVISION 1: 30 MAY 2019

PREPARED BY:

Megan E Blackwell

MEGAN E. BLACKWELL

PROJECT ENGINEER

AFLCMC/EZPAE

James F Rowland

JAMES F. ROWLAND

REVIEWER

AFLCMC/EZPAE

FA8604-19-R-8113 Attachment 2 REV 1 1 of 21

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FA8604-19-R-8113 Attachment 2 REV 1 2 of 21

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

3.2.1.2.1. PRE-ENGINEERED

3.2.1.3. DEFLECTION UNDER LOAD

3.2.1.4. DIMENSION AND CLEAR HEIGHT |R1

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

3.2.1.7.4. DECKING

3.2.1.7.4.1. METAL ROOF DECK

3.2.1.7.4.2. PLYWOOD FLOOR

3.2.1.8. STAIRWAY SYSTEM

3.2.1.8.1. STAIR TREADS

3.2.1.8.2. STRINGERS

3.2.1.8.3. RAILING

3.2.1.8.4. PLATFORMS

3.2.1.9. FIXED LADDER

3.2.1.10. MEZZANINE RAILING

3.2.1.11. PALLET GATE

3.2.1.11.1. RETAINING RING

3.2.1.11.2. SELF-RETRACTING LANYARD

3.2.1.11.3. FULL BODY HARNESS

3.2.1.12. KICKPLATE

3.2.1.13. FIRE SUPPRESSION SYSTEM DESIGN

3.2.1.14. FIRE SUPPRESSION SYSTEM INSTALLATION

3.2.2. ELECTRICAL CHARACTERISTICS

3.2.2.1. LIGHTING

3.2.2.1.1. FIXTURES

3.2.2.1.2. MOTION SENSOR ON/OFF

3.2.2.1.3. EMERGENCY LIGHTING

3.2.3. SAFETY FEATURES

3.2.3.1. CAPACITY MARKINGS

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3.2.3.2. NO-STEP MARKINGS

3.2.3.3. FORKLIFT GUARD POSTS

3.2.3.4. SAFETY FACTOR

4. QUALITY CONFORMANCE

4.1. INSPECTIONS

4.2. TEST

4.3. CERTIFICATIONS

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FA8604-19-R-8113 Attachment 2 REV 1 4 of 21

1. SCOPE

1.1. GENERAL SCOPE

This appendix establishes the minimum performance, design, fabrication, installation, and test requirements for a mezzanine, for the 353rd Special Operations Squadron (SOS) in

Building 3523 at Kadena Air Base (AB), Japan. The work shall be completed in accordance with this appendix, the Cover Purchase

Description (PD), and Air Force (AF) Drawing ZKD801-01. 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 Standard Specification for Structural

Steel

ASTM A366/A366M Standard Specification for Steel

Sheet, Carbon Cold-Rolled, Commercial

Quality

ASTM 446/A446M Standard Specification for Steel

Sheet, Zinc-Coated (Galvanized) by the

Hot-Dip Process, Structural (Physical)

FA8604-19-R-8113 Attachment 2 REV 1 5 of 21

ASTM A500 Standard Specification for Cold-Formed

Welded and Seamless Carbon Steel

Structural Tubing in Rounds and Shapes

ASTM A570 Standard Specification for Steel, Sheet and Strip, Carbon, Hot-Rolled, Structural Quality

ASTM A611 Standard Specification for Steel, Sheet, Carbon, Cold-Rolled, Structural

(Applications for copies should be addressed to the American

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 255 Standard Method of Test of Surface

Burning Characteristics of Building

Materials

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 mezzanine shall be located according to AF Drawing ZKD801-

01. The mezzanine shall be used to support various palletized loads weighing up to 10,000 pounds and the ball transfer conveyor system specified in Appendix B. The mezzanine system shall consist of the following components:

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

B. One set of stairs, platforms, handrails, midrails, and kickplates.

C. One fixed ladder.

D. Fire suppression system.

E. Lighting.

FA8604-19-R-8113 Attachment 2 REV 1 6 of 21

F. One sliding pallet gate.

G. 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 shall be designed to support a minimum capacity of 175 pounds per square foot. The mezzanine shall be capable of sustaining fully loaded ball transfer conveyor as specified in Appendix B without permanent deflection or deformation. The mezzanine shall be stable and shall not exhibit any excessive sway motion.

3.2.1.2. FREESTANDING STRUCTURE

The mezzanine shall not be attached to any existing building wall or column. Cross bracing between columns shall only be permitted along the span next to and parallel with the stairway to avoid any interference with access to the space underneath the mezzanine. Gussets that do not interfere with pallet transfer anywhere on the existing ball transfer conveyor system or forklift drive under access shall be permitted.

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 shall be L-shaped with the largest dimensions a nominal 45 47 feet 7 inches + 6 inches long by 25 feet 7 inches

+ 6 inches wide. The mezzanine shall have a clear height of 9 feet 6 inches underneath all components of the mezzanine. The top of the decking shall be a maximum of 11 feet above the warehouse floor.

|R1

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3.2.1.5. SEISMIC

The mezzanine shall be designed and constructed in accordance with design codes applicable at Kadena AB. The system shall be designed to withstand seismic forces as specified in UFC 3-310-

04.

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.

The columns shall be pre-punched at the top to provide a secure connection to beams and joists. Columns shall be a minimum of 5 inches by 5 inches by 3/16 inch thick. The mezzanine shall have no more than three columns spanning in each direction (length-wise and width-wise). Columns shall have minimal interference with the existing ball transfer conveyor system. Where columns do interfere with the existing ball transfer conveyor system, the Contractor shall remove the existing conveyor and replace guard rails as necessary.

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 and pre-punched 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 1 inch. Grout shall be used under all base plates.

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 calculated mezzanine dead load.

3.2.1.7.1. BEAMS

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

3.2.1.7.2. JOISTS

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All joists shall be structural steel and shall be pre-punched 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.

3.2.1.7.4. DECKING

The decking shall consist of a plywood floor. The decking shall sustain the load specified in 3.2.1.1.

3.2.1.7.4.1. 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 approved by the Contracting Officer’s Technical Representative

(COTR).

3.2.1.7.4.2. PLYWOOD FLOOR

The plywood floor shall consist of minimum 3/4-inch, Structural

1, Exterior plywood sheets bearing the stamp of the American

Plywood Association. The plywood shall have an exterior fire retardant treatment so that it meets or exceeds the criteria for a Class 1 rating in accordance with NFPA 255. The plywood sheets shall be tongue and groove on the long sides forming an integral surface. The plywood sheets shall be securely fastened to the framing with plated, steel, flooring screws. Plywood shall be painted tan with a minimum of 2 coats of paint. All exposed sides of the plywood flooring shall be covered.

3.2.1.8. STAIRWAY SYSTEM

One stairway system shall be provided as shown on AF Drawing

ZKD801-01. The stairway systems shall include stairs, structural steel stringers, railing, a platform if required by OSHA

1910.24, and all necessary hardware to install the stairway.

The stairway shall be minimum 36 inches wide. The stairway shall be designed and constructed in accordance with OSHA

1910.24. The stairway systems shall be painted safety yellow.

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3.2.1.8.1. STAIR TREADS

Stairs shall be open tread type with bar grating or closed tread with diamond plate.

3.2.1.8.2. STRINGERS

Stringers shall meet or exceed the requirements of ASTM A36.

3.2.1.8.3. 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 that it is capable of withstanding a load of at least 200 pounds applied in any direction at any point on the top rail.

3.2.1.8.4. PLATFORMS

The platform shall be the same width as the stairway and minimum

48 inches in length (measured in the direction of travel).

3.2.1.9. FIXED LADDER

One steel fixed ladder shall be provided at the location shown on AF Drawing ZKD801-01. All components of the fixed ladder shall be in compliance with OSHA 1910.27 as well as the following requirements. The fixed ladder shall have walk-through handrails and a safety cage. The walk-through handrails shall have a spring-loaded, self-closing safety gate. The safety gate shall require no more than 10 pounds of force to open. The safety gate and fixed ladder shall be painted safety yellow.

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 the 2-rail type. The top rail surface shall be 42-inches above the ball transfer conveyor decking. Railing shall be minimum 1-1/2 inch diameter, FA8604-19-R-8113 Attachment 2 REV 1 10 of 21 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. PALLET GATE

One pallet gate shall be provided as shown on AF Drawing ZKD801-

01. The gate shall be used to load/unload pallets from the ball transfer conveyor located on the mezzanine using a standard 10k forklift. The gate shall be the sliding type and shall provide an opening of 10 feet. The gate shall be constructed of steel tubing matching the mezzanine railing. A kickplate meeting the requirements of paragraph 3.2.1.12. shall be secured to the bottom of the gate. A latch to lock the gate in the closed position shall be provided. Pallet gate rails shall be painted safety yellow.

3.2.1.11.1. RETAINING RING

One retaining ring shall be placed in the mezzanine floor near the pallet gate. The retaining ring shall be used to support a lanyard for fall protection. The retaining ring shall be recessed into the floor. The retaining ring shall have a minimum load capacity of 5,000 pounds. Marking indicating this capacity shall be provided next to the retaining ring.

3.2.1.11.2. SELF-RETRACTING LANYARD

One self-retracting lanyard shall be provided. The self-retracting lifeline shall be automatic in its locking function.

The self-retracting lanyard shall conform with the Personal Fall

Arrest System (PFAS) requirements of AFI 91-203. The self-retracting lanyard shall interface with the full body harness specified in paragraph 3.2.1.11.3.

3.2.1.11.3. FULL BODY HARNESS

One full body harness conforming to AFI 91-203 shall be provided for safety when working with the pallet gate.

3.2.1.12. KICKPLATE

A kickplate shall be provided on all open sides of the mezzanine and platforms. The kickplate shall be minimum 4-inches high

FA8604-19-R-8113 Attachment 2 REV 1 11 of 21 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.

3.2.1.13. FIRE SUPPRESSION SYSTEM DESIGN

The Contractor shall design a wet-pipe fire suppression system for underneath the mezzanine in accordance with NFPA 13, UFC 3-

600-01, and applicable fire codes at Kadena AB. 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 shall be in accordance with NFPA 13 and designed for storage of Class IV commodities as defined in NFPA 13, Chapter 5. Sprinkler heads and piping shall be located so not to be susceptible to damage or interfere with normal operations of the existing ball transfer conveyor system. The Contractor shall design the fire suppression system to connect to the existing system piping at the most economical point permitted by NFPA 13 criteria and approved by the COTR. The Contractor shall perform a test on the existing system in accordance with NFPA 13 to determine the flow and pressure characteristics and design a system compatible with the existing system. If it is not possible to design an acceptable system that is compatible with the existing fire suppression, calculations that prove so shall be provided. The proposed sprinkler design, with supporting hydraulic calculations, shall be approved by the COTR prior to the initiation of any work on the fabrication or installation of the sprinkler system. 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.

A Fire Protection Engineer shall review the shop drawing design submission and certify in writing that the design is in compliance with UFC 3-600-01, Chapter 4-1. The fire suppression design, supporting hydraulic calculations, and written certification shall be submitted with the shop drawing package

(Cover PD, paragraph 3.4.2.).

3.2.1.14. FIRE SUPPRESSION SYSTEM INSTALLATION

The Contractor shall install the fire suppression system designed as required by paragraph 3.1.7. of the Cover PD. If it has been determined that the existing system will support this addition, it shall be tied in given that it does not require more than 30 feet of piping to reach the tie in point. If it has been determined that the existing system will not support

FA8604-19-R-8113 Attachment 2 REV 1 12 of 21 this addition or the tie in point is more than 30 feet away, the new fire suppression system shall be installed and left open within 1 foot of the tie in point or as close as a 30 foot extension of piping can get to the tie in point, whichever requires less piping. Prior to impairing the existing system for connection of the sprinkler system, the Contractor shall notify Kadena AB Fire Department. The existing fire suppression system shall not be inoperative for any time longer than that required to make the required connections.

3.2.2. ELECTRICAL CHARACTERISTICS

3.2.2.1. LIGHTING

The Contractor shall provide LED lighting underneath the mezzanine with a minimum luminance 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

T-5 LED 4-foot light fixtures and lights shall be utilized.

Lenses shall be provided for all light fixtures. Fixtures shall provide rapid start lighting. Fixtures shall not be suspended.

3.2.2.1.2. MOTION SENSOR ON/OFF

Lighting shall come on via motion sensors. Lighting shall turn off after no motion is detected for 10 minutes.

3.2.2.1.3. EMERGENCY LIGHTING

There shall be three battery back-up ballasts underneath the mezzanine for emergency lighting. They shall be positioned so that personnel can safely navigate out from under the mezzanine if building power is lost.

3.2.3. SAFETY FEATURES

3.2.3.1. CAPACITY MARKINGS

Live load capacity metal signs or stenciled markings shall be displayed on the front and ends of the mezzanine. Text stating the capacity shall be easily readable from 5 feet away.

3.2.3.2. NO-STEP MARKINGS

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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. FORKLIFT GUARD POSTS

Steel pipe forklift guard posts shall be provided as shown on AF

Drawing ZKD801-01. The guard posts shall extend a minimum of 3 feet above the floor and shall be installed in such a manner that they do not interfere with the normal usage of the mezzanine or ball transfer conveyor. A cap shall be installed on the top of the guard post. The guard posts shall not interfere with the normal movement of forklifts and shall protect the mezzanine columns from an accidental impact with a

4,000-pound capacity forklift. Each forklift guard post shall be anchored to the floor with a minimum of four anchor bolts in accordance with 3.3.2.3. of the Cover PD. The guard posts shall be painted safety yellow.

3.2.3.4. 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.

No. Paragraph Description

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1. 3.2.1.3. 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 loads weighing 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 175 pounds per square foot.

2. 3.2.3.4. 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.

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A MEZZANINE

Solicitation Number: FA8604- -R-

Project Title: Materials Handling System

Base: Kadena AB, Japan CSN: ZKD801

Appendix A – Mezzanine, REV 1: 30 May 2019

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 as detailed below.

No. Provide the specified information

1. Mezzanine manufacturer: __________________________________

2. Drawing of mezzanine to show column spacing.

No. Paragraph Characteristics

3. 3.2.1.1. All components are designed to support a minimum of ___________ psf.

4. 3.2.1.2. Is the mezzanine freestanding?

YES NO

5. 3.2.1.2.1. Are all components pre-engineered so that on site welding is eliminated?

6. 3.2.1.3. All components are designed so that deflection is not greater than _____________.

7. 3.2.1.4. The clear height underneath the mezzanine is

_______ feet _______ inches.

8. 3.2.1.4. The deck height of the mezzanine is _______ feet _______ inches high.

9. 3.2.1.4. The length and width of the mezzanine is

_______ feet _______ inches by _______ feet

_______ inches.

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10. 3.2.1.6. Are the columns structural steel tubing?

11. 3.2.1.6.1. The dimensions of the base plates are _______ inches by _______ inches and are _______ inches thick.

12. 3.2.1.7. What type of framing is proposed? ___________

13. 3.2.1.7.1.

3.2.1.7.2.

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

14. 3.2.1.7.1.

3.2.1.7.2.

Will A325 bolts be used for connection?

15. 3.2.1.7.4. What type of decking are you proposing? _____

What is the brand name of the decking? ______

16. 3.2.1.7.4.2. What is the thickness of the decking? _______

17. 3.2.1.8. How many sets of stairs are provided? _______

18. 3.2.1.8. What is the width of the stairs? _____ inches

19. 3.2.1.8.1. Are stairs open tread with bar grating or closed tread with diamond plate? ____________

20. 3.2.1.8.3.

Are the handrails in accordance with OSHA

1910.23?

21. 3.2.1.8.3.

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

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22. 3.2.1.8.4. Are the platforms the same width as the stairs?

23. 3.2.1.8.4. What is the length of the platform? _________ inches

24. 3.2.1.9. Will a fixed ladder be provided as specified?

25. 3.2.1.10. Are the mezzanine railings in accordance with

OSHA 1910.23?

26. 3.2.1.11. Is a pallet gate provided as specified?

27. 3.2.1.11.1. Retaining ring capacity: _____________ pounds

28. 3.2.1.11.2.

3.2.1.11.3.

Is a self-retracting lanyard and full body harness provided?

29. 3.2.1.12. The kick plate is _______ inches high.

30. 3.2.1.13.

3.2.1.14.

Will fire suppression be designed and installed as specified?

31. 3.2.2.1. The lighting will provide a minimum illumination level of _______ foot-candles measured at 30 inches above the floor.

32. 3.2.2.1.2. Are motion sensors provided as specified?

33. 3.2.2.1.3. Is emergency lighting provided as specified?

34. 3.2.3.1. Are capacity markings provided?

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35. 3.2.3.2. Are no-step markings provided?

36. 3.2.3.3. Are forklift guard posts provided as specified?

37. 3.2.3.4. Vertical members have a minimum safety factor of _______ to _______.

38. 3.2.3.4. Horizontal members have a minimum safety factor of _______ to _______.

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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

Number of pages attached: ____________________________________

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