AmendRFPFA8604-08-R-7915MalmstromAFBMT.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

See Block #2

PAGE OF PAGES

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

04 FEB 2008

4. REQUISITION/PURCHASE REQ.NO.

5. PROJECT NO. (If applicable)

6. ISSUED BY ASC/PKWRM CODE FA8604 7. ADMINISTERED BY (If other than Item 6) CODE

DEPARTMENT OF THE AIR FORCE

ASC/PKW, BLDG 16, ROOM 128

2275 D STREET

WRIGHT-PATTERSON AFB OH 45433-7228

JULIE M. HOYT (937)656-7488

julie.hoyt@wpafb.af.mil

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

FA8604-08-R-7915

X 9B. DATED (SEE ITEM 11)

29 JAN 2008

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 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.)

Materials Handling System, Malstrom AFB, Great Falls, MT

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 6.10.3 FAR (48 CFR) 53.243 Created 04 Feb 2008 2:21 PM

SCHEDULE

FA8604-08-R-7915 0001

A. Subject Solicitation is amended to incorporate Revision 1 dated 4 Feb 2008 to Appendix C for Mezzanines.

B. There is no change to the closing date; it remains 3 Mar 2008 - 1:00 p.m.

CONTRACT DOCUMENTS, EXHIBITS AND ATTACHMENTS

FA8604-08-R-7915 0001

DOCUMENT PGS DATE TITLE

ATTACHMENT 7 13 04 FEB 2008 APPENDIX C FOR MEZZANINES FOR

MALMSTROM AFB, GREAT FALLS, MT (

INCLUDES COVER PAGE AND INDEX - ORIGINAL

DATED 8 NOV 2007- 13 PAGES AND REV 1

DATED 4 FEB 2008 - 13 PAGES)

APPENDIX C

FOR

MEZZANINES

AT

MALMSTROM AIR FORCE BASE, MONTANA

341 LRS/LGRM

GREAT FALLS, MONTANA

BUILDING 3080

CSN: SML616

DATE: 8 November 2007 Revision 1: 4 February 2008

PREPARED BY:

Emmanuel A. Parel Emmanuel A. Parel

PROJECT ENGINEER

AFMC LSO/LOE

Donna L. Hartman Donna L. Hartman

REVIEWER

AFMC LSO/LOE

Malmstrom, App C, Mezzanine - 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

3.2.1.6.2. FOOTERS

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. STAIRWAYS

3.2.1.9.1. STAIR TREADS

3.2.1.9.2. STRINGERS

3.2.1.9.3. RAILING

3.2.1.9.4. PLATFORMS

3.2.1.10. MEZZANINE RAILING

3.2.1.11. KICKPLATE

3.2.1.12. PALLET GATE

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. ON/OFF SWITCHES

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

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Malmstrom, App C, Mezzanine - Page ii

4.3. CERTIFICATIONS

Malmstrom, App C, Mezzanine - Page 1

1. SCOPE

1.1. GENERAL SCOPE

This appendix establishes the minimum performance, design, fabrication, installation, and test requirements for a mezzanine for the 341 LRS/LGRM, in Building 3080, at Malmstrom Air Force Base (AFB) MT. The work shall be completed in accordance with this appendix, the Cover Purchase Description (PD), and Air Force (AF) Drawing SML616-01. 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-97A Standard Specification for Structural Steel

ASTM A366/A366M-91 Standard Specification for Steel Sheet, Carbon Cold-Rolled, Commercial Quality

ASTM 446/A446M-89 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Structural (Physical) Quality

Malmstrom, App C, Mezzanine - Page 2

ASTM A500-98 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 Quality

(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 13 – 2007 Ed Standard for the Installation of Sprinkler Systems

NFPA 255 – 2006

Ed

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

Two mezzanines shall be located in accordance with AF Drawing SML616-01 and shall be simply referred to as a mezzanine hereafter. The mezzanine shall be used to store Air Force assets. The mezzanine shall interface with and support the mobile-aisle storage specified in Appendix A, the pallet rack specified in Appendix B, and interface with the forklift

Malmstrom, App C, Mezzanine - Page 3 specifiedin Appendix D. The mezzanine 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

f. Racks as specified in Appendix B

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 150 pounds per square foot. The mezzanine shall be capable of sustaining the point loads of the fully loaded pallet rack (Appendix B) without permanent deflections or deformations.

3.2.1.2. FREESTANDING STRUCTURE

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 (L) of the component divided by 360 (L/360) under uniformly loaded conditions.

Malmstrom, App C, Mezzanine - Page 4

3.2.1.4. DIMENSION AND CLEAR HEIGHT

The mezzanine shall have the dimensions and the clear height under all components of the mezzanine as shown on AF Drawing SML616-01. The top of the decking shall be a maximum of 12 feet above the existing floor.

3.2.1.5. SEISMIC

The mezzanine shall be designed to withstand forces for a seismic zone 3.

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 as shown on AF Drawing SML616-01. 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 X 5 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 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 10 inches X 10 inches X 5/8 inch. Base plate grout shall be used as required.

3.2.1.6.2. FOOTERS

The Contractor shall provide footers if required. The soil at Malmstrom AFB is rated 2,000 pounds per square foot (PSF). The concrete floor characteristics in Building 3080 will be provided by Malmstrom AFB MT.

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.

Malmstrom, App C, Mezzanine - Page 5

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 45 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 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.

Malmstrom, App C, Mezzanine - Page 6

3.2.1.9. STAIRWAYS

Stairways shall be provided at the locations shown on AF Drawing SML616-01. Stairways shall include stairs, structural steel stringers, railing, platforms, and all necessary hardware to install the stairways. Stairways shall have the width shown on AF Drawing SML616-01. 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 45 degrees. Stairway systems shall be painted safety yellow.

3.2.1.9.1. STAIR TREADS

Stairs shall be open tread type with bar grating or 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 that it is capable of withstanding a load of at least 200 pounds applied in any direction at any point on the top rail.

3.2.1.9.4. PLATFORMS

Platforms shall be the same width as the stairway and 48 inches in length (measured in the direction of travel). Platforms shall be even and level with the mezzanine floor.

3.2.1.10. MEZZANINE RAILING

Railing shall be provided on the open sides of all exposed mezzanine floor except at the pallet access gate shown in AF Drawing specified herein. 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

Malmstrom, App C, Mezzanine - Page 7

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 except at the pallet gate area.

3.2.1.11. KICKPLATE

A kickplate shall be provided on all open sides of the mezzanine and platforms except at the pallet access side of the mezzanine.

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 GATE

Two pallet gates shall be provided at the locations shown on AF Drawing SML616-01. The gate shall be used to load/unload material from the mezzanine using a standard forklift or the forklift specified in Appendix D. The pallet gates shall be constructed of steel tubing matching the railing and shall provide a minimum opening as shown on AF Drawing specified herein. The pallet gates shall be the sliding type.

3.2.1.13. FIRE SUPPRESSION SYSTEM

The Contractor shall design and install a wet-pipe fire suppression system under the mezzanine in accordance with NFPA 13 and applicable fire codes at Malmstrom AFB MT. 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, Chapter 4 and designed for occupancy classification Ordinary Hazard (Group 2) as defined in NFPA 13, Section 1-7. Sprinkler heads and piping shall be located so not to be susceptible to damage or interfere with normal operations under the mezzanine. The mezzanine clear height specified in 3.2.1.4 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. The Contractor’s Fire Protection Engineer shall perform a test on the existing system to determine flow and pressure characteristics and design a

Malmstrom, App C, Mezzanine - Page 8 system compatible with the existing system. A licensed Fire Protection Engineer shall perform the design and hydraulic calculations on the existing sprinkler system to determine flow and pressure characteristics of existing system and design the sprinkler system for rack storage IAW NFPA 13 latest edition. A NICET IV is not certified unless they are a Fire Protection Engineer with this certification to design and certify sprinkler design as required by the Unified Facility Criteria 3-600-01.

The seal of the Fire Projection Engineer shall be placed on all drawings of the sprinkler design. 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 reviewed and approved by 341 CES/CEFT Malmstrom Fire Prevention Office 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 Fire Protection Professional Engineer. A life safety code analysis shall be conducted IAW UFC 3-600-01 and a copy provided to 341 CES/CEFT Malmstrom Fire Prevention Office for review.

3.2.2. ELECTRICAL CHARACTERISTICS

3.2.2.1. LIGHTING

The Contractor shall provide fluorescent lighting underneath the mezzanine with a minimum illuminance level of 30 foot-candles measured at 30 inches above the floor. Lighting shall be supported by the mezzanine. Lighting shall be provided only where the mobile-aisle storage’s (Appendix A) aisle lighting will not provide the minimum illuminance specified herein under the mezzanine area.

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 fluorescent light fixtures and lights shall be utilized. Fluorescent

R1

Malmstrom, App C, Mezzanine - Page 9 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. ON/OFF SWITCHES

A minimum of two on/off switches shall be provided. Switches shall be of the totally enclosed, tumbler type. Switches shall be located 52 inches +/- 2 inches in height from the floor. The location of the on/off switches shall be approved by the COTR.

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.

No. Description

Malmstrom, App C, Mezzanine - Page 10

1. Three joists shall be selected by the COTR. 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 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. 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 30 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 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.

TECHNICAL PROPOSAL QUESTIONNAIRE

FOR

Malmstrom, App C, Mezzanine TPQ - Page 1 of 3

MEZZANINE

Offeror:

Solicitation Number: FA8604- -R- Project Title: Materials Handling System Base: Malmstrom AFB MT CSN: SML616 Appendix C, Mezzanine, 8 November 2007

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 or recommendations/design alternatives as detailed below.

Mezzanine Manufacturer: ________________________________________ Model Number: __________________________________________________

Paragraph Characteristics

3.2.1.1. All components are designed to support a minimum

of __________________________________________ psf

3.2.1.4. The clear height under the mezzanine is ____ feet.

The height of the decking surface above the finished floor is ____ feet.

What are the dimensions of the mezzanine? ______ feet long X ______ feet wide.

3.2.1.5. The mezzanine is designed for seismic zone _____.

3.2.1.6. The columns are on _______ foot centers.

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

3.2.1.6.1. The dimensions of the base plates are ______

inches X ______ inches.

3.2.1.6.2. Are footers required? YES NO

Offeror:

Solicitation Number: FA8604- -R-

Malmstrom, App C, Mezzanine TPQ - Page 2 of 3

3.2.1.7. What type of framing are you proposing? __________

3.2.1.8. What type of decking are you proposing? __________

What is the brand name of the decking? ___________

3.2.2.1. The lighting will provide a minimum illumination

level of ___ foot-candles measured at 30 inches above the floor.

3.2.3.3. Vertical members have a minimum safety factor of

_____ to __.

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

THIS AREA LEFT BLANK INTENTIONALLY

Offeror:

Solicitation Number: FA8604- -R-

Malmstrom, App C, Mezzanine TPQ - Page 3 of 3

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: ____________________________________

We have read the requirements of the Purchase Description Appendix and will comply with all paragraphs as written, with exceptions taken only to those items indicated on the attached exception sheet.

Offeror's Signature Date

TYPED NAME:

COMPANY NAME:

ADDRESS:

PHONE:

FAX: