Appendix C Mobile Storage System - R1.doc
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- Solicitation number
- FA8604-10-R-7949
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Appendix C
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| File | Type | Posted |
|---|---|---|
| Amendment 0002.pdf | ||
| FA8604-10-R-7949 00001.pdf | ||
| Revised Drawing AEG0D0-02 R1.dwg | DWG drawing | |
| A003 Level 2 Shop Drawings.doc | DOC document | |
| A007 Level 2 As-Built Drawings.doc | DOC document | |
| Contractor Information.doc | DOC document | |
| Cover PD.doc | DOC document | |
| DI DRPR 81003.pdf | ||
| A006 Requirements Certification.doc | DOC document | |
| A002 Program Schedule.doc | DOC document | |
| A004 Operation Maintenance Manuals.doc | DOC document | |
| DI MGMT 80909 T.pdf | ||
| A001Status Report.doc | DOC document | |
| Appendix F Pallet Rack.doc | DOC document | |
| A005 System Checkout Certificate.doc | DOC document | |
| Appendix E Modular Cabinets.doc | DOC document | |
| DI MGMT 8022 T.pdf | ||
| Appendix B VRC.doc | DOC document | |
| DI TMSS 80527.pdf | ||
| AEG0D0-02.dwg | DWG drawing | |
| AEG0D0-01.dwg | DWG drawing | |
| FA8604-10-R-7949.pdf | ||
| Appendix A Mezzanine.doc | DOC document | |
| DI TMSS 80528 T.pdf | ||
| Appendix C Mobile Storage System.doc | DOC document |
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APPENDIX C
FOR
MECHANICAL-ASSIST, MOBILE STORAGE SYSTEM
AT
EGLIN AIR FORCE BASE, FL.
AMU BUILDING 1417
CSN: AEG0D0
DATE: 15 JULY 2010
REVISION 1: 23 SEPTEMBER 2010
PREPARED BY:
Andrew J. Huser
PROJECT ENGINEER
403 SCMS/GUEC
THIS PAGE LEFT BLANK INTENTIONALLY
Table of Contents
11. SCOPE
2. APPLICABLE DOCUMENTS
3. REQUIREMENTS
3.1. SystemS description
3.2. Performance and physical characteristics
3.2.1. System operation
3.2.2. Carriages
3.2.2.1. Frame
3.2.2.2. Drive chain
3.2.2.3. Drive shafts
3.2.2.4. Bearings
3.2.2.5. Wheels
3.2.2.6. Guidance system
3.2.3. Stationary platforms
3.2.4. Shelving sections
3.2.5. Face panels
3.2.6. Row identification
3.2.7. Rail Installation
3.2.8. End stops
3.2.9. RAIL SKIRTS
3.2.10. Elevated flooring
3.2.11. RAMPS
3.2.12. Safety devices
3.2.12.1. Anti-movement lock
4. QUALITY ASSURANCE PROVISIONS
4.1. Inspections
4.2. Tests
4.3. CertificationS
6 |R1 autonumlgl SCOPE
This appendix establishes the minimum performance, design, fabrication, installation, and test requirements for a mechanical-assist, mobile storage system for the 33rd Fighter Wing, in AMU Building 1417 at Eglin Air Force Base, FL. The work shall be completed in accordance with this appendix, the Cover Purchase Description (PD), and Air Force (AF) drawings AEG0D0-01 and AEG0D0-02. This appendix covers all equipment, materials, and labor necessary to complete installation of the system.
autonumlgl APPLICABLE DOCUMENTS
Applicable documents shall be in accordance with Section 2 of the cover PD.
autonumlgl REQUIREMENTS autonumlgl SystemS description The Mobile Storage System shall be utilized to store aircraft parts and individual issued equipment. The mobile storage system shall be installed as specified in the Cover PD, Para 3.1.1. Property for the mobile storage system will be manually picked. The system shall be located as shown on AF Drawing AEG0D0-01 and shall consist of the following components:
a. Carriages, including drive trains
b. Stationary platforms
c. Shelving
d. Controls
e. Rails
f. Elevated flooring
g. Ramps
i. Safety devices
j. Mechanical fasteners, anchors, and all other items required to install the mobile storage system.
autonumlgl Performance and physical characteristics autonumlgl System operation
Each carriage shall have a crank mechanism on one end, which shall be turned manually clockwise or counterclockwise to move the carriage in the desired direction. No more than five pounds of force on the crank shall be required to move a fully loaded carriage.
autonumlgl Carriages
Carriages shall consist of a frame and drive train, upon which shelving units shall be installed. These carriages shall move as required after the appropriate crank is turned. All carriages shall be capable of supporting a minimum load of 1,000 pounds per carriage foot. No system component shall deflect greater than 0.5 percent of the distance between supports when fully loaded. No component shall exhibit permanent deformation after the maximum load has been removed.
autonumlgl Frame
The frame shall consist of aluminum or steel channel, welded or bolted together to support a fully loaded shelving section. Cross bracing shall ensure rigidity. Bumpers shall be mounted on the frame, spaced appropriately to minimize carriage contact. The frame shall be designed for an integral drive train.
autonumlgl Drive chain
Drive chain shall connect a set of gear reduction sprockets from the crank shaft to the drive shaft.
autonumlgl Drive shafts
Drive shafts shall be made of steel and have a minimum diameter of 1 inch. Splices or connections to other sections of the drive shaft, drive wheels, and gears shall be slotted for key joints or use shoulder bolts. Drive shafts shall run through pillow block or flanged bearings on either side of the drive wheel. Slave drive shafts shall be driven by use of sprockets and chain from the main drive shaft.
autonumlgl Bearings
Bearings shall have a static load rating equal to or greater than the maximum bearing loading, including applicable safety factors, under all operating conditions. Bearings shall be permanently lubricated, securely mounted, and properly housed for protection from physical damage.
autonumlgl Wheels
Each carriage shall have two wheels per rail. Each carriage shall have at least two drive wheels and at least two guide wheels (drive wheels may also act as guide wheels). All wheels shall be balanced, hardened steel. Wheels which are connected to the drive shaft shall be slotted for key joints. Wheels shall be capable of supporting the fully loaded carriage. Wheels shall not slide or lose contact with the rail.
autonumlgl Guidance system
All carriages shall use flanged wheels or guide bearings for guidance over the rails. If flanged wheels are used, each carriage shall have a minimum of two flanged guide wheels. If guide bearings are used, then each carriage shall have a minimum of four sets of guide bearings. Guide bearings shall be precision machined and permanently lubricated.
autonumlgl Stationary platform
Stationary platform shall be of the same construction and height as the carriages, but they shall be anchored to the rails or floor and require no drive train.
autonumlgl Shelving sections
Shelving used to store aircraft parts and small items which conforms to the requirements of Appendix D shall be bolted to the carriages and stationary platforms as shown on AF Drawing AEG0D0-01.
autonumlgl Face panels Fire retardant press or particle board, decorative, framed face panels shall be fastened to both ends of all the shelving sections. Press or particle board shall be laminated on the exposed side. Face panels shall provide a rigid mounting location for controls and card holders. Laminated face panels shall cover the entire width and height of the shelving sections. No fastening devices shall be exposed.
autonumlgl Row identification Card holders shall be installed on the face panels for row identification. Two card holders shall be mounted on each face panel. The card holders shall be at least five inches wide by three inches high and mounted at eye level so that operators can locate numbers easily. Row identification cards will be made up by the warehouse personnel according to their established location assignment practices. A blank card will be provided by the Contractor for each card holder.
autonumlgl Rail Installation
The carriages shall move over minimum one inch high, steel rail assemblies. After leveling the rails, load bearing grout shall be used to fill in any gaps between the rail assemblies and the existing floor. Rails shall be installed no more than five feet apart and be equally spaced apart, except for the ends of the carriage. Rails shall be set back far enough from the ends of the carriage to prevent the ramps from extending into the aisle. The distance from the ends of the carriages to the nearest rail shall not exceed 18 inches.
autonumlgl End stops
End stops shall be installed to prevent the end carriages from running off the rails. These end stops shall be securely anchored to the rail or the floor.
autonumlgl RAIL SKIRTS
Rail skirts shall be installed to cover the unfinished edges of the floor, rail, and ramp.
autonumlgl Elevated flooring
Elevated flooring shall be constructed of fire retardant plywood panels, which are able to support a load of 75 pounds per square foot. Flooring shall be sized to fit between the rails, level with the top of the rails, in order to provide a safe walking surface for personnel. Adjacent sheets of sub flooring shall be shimmed along the full length of the common side. The flooring shall be Resindek or Government approved equivalent. Resindek flooring is a special blend of phenolic resin, wax emulsion, and wood fibers combined under heat and pressure. The flooring shall have an exterior sealant. The sealant shall be Acryseal or equivalent.
autonumlgl RAMPS
The ramp to the main aisle shall permit easy access by base personal. Metal ramps shall be provided on one side of the system. The ramps shall not extend past the end of the carriages into the aisles. The grade on the ramp shall not exceed 10 percent. The elevated flooring can be extended to the wall to eliminate the need for a second ramp.
autonumlgl Safety devices autonumlgl Anti-movement lock
Each carriage shall be equipped with a mechanism which will lock the carriage in place while the operator is in the aisle.
autonumlgl QUALITY ASSURANCE PROVISIONS autonumlgl 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 systems checkout test and again as a part of the quality conformance test.
autonumlgl 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. |
| 3.2.1. |
| A functional test of 24 hours in three eight hour increments shall be made on the system. It shall be tested randomly over this period. Test each crank by turning it both clockwise and counterclockwise. If the carriage does not move in the desired direction, the system fails the test. |
| 2. |
| 3.2.2. |
| The deflection test shall be performed randomly on any system component. The Contractor shall load the selected shelves to maximum loading. The shelves shall remain loaded for four continuous hours. At the end of the four hour period, the system shall be checked for deflection. If any system component deflects more than 0.5 percent of the distance between supports when fully loaded, the system fails the test. If any component exhibits permanent deformation after the maximum load has been removed, the system fails the test. |
| 3. |
| 3.2.12.1. |
| Test each anti-movement lock. If a carriage can be moved with a lock activated, the system fails the test. |
autonumlgl CertificationS R1 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 |
| Certifications |
| 1. |
| 3.2.2. |
| All carriages are capable of supporting a minimum load of 1,000 pounds per carriage foot. |
| 2. |
| 3.2.2.3. |
| Drive shafts are made of steel and have a minimum diameter of 1 inch. Splices or connections to other sections of the drive shaft, drive wheels, and gears are slotted for key joints. Drive shafts run through pillow block or flanged bearings on either side of the drive wheel. Slave drive shafts are driven by use of sprockets and chain from the main drive shaft. |
| 3. |
| 3.2.2.4. |
| Bearings have a static load rating equal to or greater than the maximum bearing loading, including applicable safety factors, under all operating conditions. Bearings are permanently lubricated, securely mounted, and properly housed for protection from physical damage. |
| 4. |
| 3.2.2.5. |
| All wheels are balanced, hardened steel. Wheels which are connected to the drive shaft are slotted for key joints. Wheels are capable of supporting the fully loaded carriage. Wheels are precision ground so they do not slide or lose contact with the rail. |
| 5. |
| 3.2.2.6. |
| If guide bearings are used, they are precision machined, permanently lubricated and adjustable to ensure proper alignment between the wheel and the rail. |
THIS AREA INTENTIONALLY LEFT BLANK
| Offeror: |
| MOBILE STORAGE SYSTEM |
| Solicitation Number: |
| FA8604- |
-R-
| Project Title: |
| Receiving, Storage and Distribution System (DS/DS) |
| Base: |
| Eglin AFB, FL. |
| CSN: |
| AEG0D0 |
Appendix C, Mobile Storage Systems, Date: 15 JULY 2010______
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.
Mobile Storage System Manufacturer: ___________________________ Model Number: _________________________________________________
| Paragraph |
| Characteristics |
| 3.1. |
| Number of mechanical-assist, mobile storage systems to be installed as specified: ________. |
Number of carriages:
Cover PD, Para 3.1.1: ________.
Number of stationary platforms:
Cover PD, Para 3.1.1:________.
| 3.2.1. |
| Force required on the crank to move a fully loaded carriage:_______________________ lbs |
| 3.2.2. |
| Load capacity per carriage foot:______________ lbs |
| 3.2.2.5. |
| Number of drive wheels per carriage: _____________ |
| 3.2.5. |
| Will framed decorative face panels be fastened to one end of the shelving sections? _______________ |
Will face panels provide a rigid mounting for controls and card holders? ________________
Will face panels shall cover the entire width and height of the shelving sections. ____________
| 3.2.7. |
| Number of rails per system: _________________ |
Height of rails per system: _______________ inches.
Distance between rails: ________Feet.
| 3.2.10. |
| Elevated floor material: ______________. |
What type of sealant on elevated floor? ________.
Height of elevated floor:_______ inches
| 3.2.11 |
| Ramp Material: __________________________________ |
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?
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?
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:
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