10 56 13 Rev.pdf

P907 Vehicle Maintenance Facility 160112

SECTION 10 56 13

STEEL STORAGE RACKS & SHELVING

04/06

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D2794 (1993; R 2010) Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact)

ASTM D3359 (2017) Standard Test Methods for Rating Adhesion by Tape Test

ASTM D522/D522M (2014) Mandrel Bend Test of Attached Organic Coatings

MATERIAL HANDLING INDUSTRY OF AMERICA (MHI)

MHI MH28.1 (1997) Specification: Industrial Steel Grade Shelving

ANSI / RACK MANUFACTURERS INSTITUTE (RMI)

ANSI MH16.1 (2012) Specification for the Design, Testing and Utilization of Industrial Steel Storage Racks

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7-10 (2010) Minimum Design Loads for Buildings and Other Structures

1.2 DEFINITIONS

For the purposes of this specification the rack category, "medium weight," "heavy weight," will be as follows. Load is given per rack in pounds for evenly distributed load. This does not limit the rack size, only the rack category.

Minimum Evenly Distributed Load Per Rack in Pounds

Shelf Size Type Medium Duty

Type Heavy Duty

18 by 36 in. 700 1300

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PP1 390 & 391

Minimum Evenly Distributed Load Per Rack in Pounds

Shelf Size Type Medium Duty

Type Heavy Duty

18 by 48 in. 500 900

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Storage Rack Units

Storage rack configuration and loading assumptions for each unique rack configuration. Submittal shall include maximum number of racks, maximum distance between racks, maximum distance from floor to lowest shelf and load assumptions for each rack.

Storage rack anchorage plan, to include anchorage requirements for each storage rack configuration, including anchor bolt sizes, embedment depths and any required accessories.

SD-03 Product Data

Storage Rack Units

Accessories

Installation instructions

SD-04 Samples

Finish

SD-06 Test Reports

Storage Rack Units

Finish

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver materials in original packages, containers or bundles bearing the brand name and identification of the manufacturer. Store inside under cover. Protect surfaces from damage.

SECTION 10 56 13 Page 2

PART 2 PRODUCTS

2.1 MANUFACTURED UNITS

MHI MH28.1 . Provide storage rack units indicated. Provide storage rack units designed for full dead and live load, designated heavy duty.

Provide units with base plates for floor anchorage indicated. Provide floor and/orwall anchorages for units in Seismic Zone 3 or 4 per manufacturer requirements. All storage racks and shelves shall be designed in compliance with all above references and standards, inclusive of all governing load case and combinations.

2.2 ACCESSORIES

a. Baseplate and anchor bolts

2.3 FINISH

Provide the shelving units in the manufacturer's standard colors as chosen by the Contracting Officer. Clean metal by multiple stage phosphatizing and sealing process, for rust resistance and paint adhesion. Provide electrostatically applied enamel finish coats, baked hard for a minimum of 30 minutes at 300 degrees F.

2.4 SOURCE QUALITY CONTROL

a. MHI MH28.1 , for tests of shelf capacity, lateral stability and shelf connections.

b. Finish flexibility, ASTM D522/D522M, Method A, 1/8 inch diameter, 180 degree bend, no evidence of fracturing to the naked eye.

c. Finish adhesion, ASTM D3359, Method B. There shall be no film removed by tape applied to 11 parallel cuts space 1/8 inch apart plus 11 similar cuts at right angles.

d. Impact resistant finish, ASTM D2794, no loss of adhesion after direct and reverse impact equal to 1.5 times metal thickness in mm, expressed in inch pounds.

PART 3 EXECUTION

3.1 EXAMINATION

Before installation, examine shelving units for dents and scratches.

Replace damaged shelving.

3.2 INSTALLATION

Install shelving according to manufacturer's installation instructions.

Make wall and floor connections as required for project seismic zone and per manufacturer requirements.

The bottom of all columns shall be furnished with column base plates. All rack columns shall be anchored to the floor with anchor bolts, which shall be designed to resist all applicable forces.

Rack anchorage shall used post-installed anchors, except where capacity of post-installed anchors are not adequate for design loading.

SECTION 10 56 13 Page 3

Racks shall not be connected to the main building superstructure for gravity or lateral support.

3.3 PROTECTION

Cover and protect shelving from damage during the completion of construction. Remove prior to acceptance of project.

3.4 SCHEDULE

STORAGE RACKS & SHELVING

Type Width Depth Number of Shelves

Height Accessories Room

Bulk Storage Rack with Wire Decking

96" 36" 4 192" baseplate and anchor bolts

Secure Material/Parts Storage & Issue

Closed Storage Shelf Unit (Metal)

48" 24" 6 87" Secure Material/Parts Storage & Issue

Bulk Storage Rack with Metal Decking

96" 36" 4 192" baseplate and anchor bolts

Repair Bay

Bulk Storage Rack with Metal Decking

72" 24" 4 144" baseplate and anchor bolts

Repair Bay

Tire Rack 96" 36" 3 144" baseplate and anchor bolts

Production Shop

Battery Storage Unit (Metal)

48" 24" 6 87" Production Shop

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PPI 390

rhendryx Architect rhendryx Cloud+

PPI 391