6. Salient Characteristics.docx

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Shade Structure with Canopy - JBSA Randolph
Solicitation number
FA301625Q6194
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The file is a Salient Characteristics document for a cantilever hip roof style shade structure to be installed at JBSA Randolph. The detailed specifications outline precise structural requirements, including cold-formed structural steel meeting ASTM A-500 and A-36 standards, with specific dimensions for columns (6" x 6" x 1/3"), beams (4" x 6" x 3/16"), and structural components. Steel components will be powder coated for corrosion resistance, comply with UL 1332 requirements, and feature bolted connections following ASTM structural specifications, with no field welding permitted.

The shade structure is part of a pre-solicitation opportunity from the Department of the Air Force Air Education and Training Command, seeking small business entities to remove, dispose, and install a replacement shade structure. The project involves precise engineering specifications, with structural elements including 10" x 30" connection plates, gusset connections using 5/8" bolts, and columns to be embedded in reinforced concrete. The solicitation is currently in the sources sought phase, indicating the government is assessing potential small business contractors for the project.

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Other files

File Type Posted
4. Existing shade structure at 984 RAN.jpg JPG image
2. SOW Shade Structure B984 - 15 Aug 2025 - Draft.pdf PDF
5. Proposed new shade structure.png PNG image
1. Sources Sought - Questionnaire.pdf PDF
3. CAD drawing of proposed shade structure.pdf PDF

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SALIENT CHARACTERISTICS

This cantilever hip roof style shade structure shall be a commercial product for the purpose of replacing existing deteriorated shade structure. The new structure needs to have the following characteristics:

· Structural steel shall be cold-formed structural quality steel, welded or seamless, complying with ASTM A-500, Grade B & ASTM-A36.

· Columns 6” x 6” x 1/3” A500 Gr B Tubing

· Beams 4” x 6” x 3/16” A500 Gr B Tubing

· Upper Structure Hoops 2-7/8” Sch 40 Round Pipe

· Center Hip Ridge 3” Sch 40 Pipe

· Columns & Beams Horizontal Flange to Flange 10” x 30” x ½” plate

· Connections w/ 10” Gusset (8) 5/8” Bolts, Nuts, Lock Washers & (16) Flat Washers (top & bottom)

· All plate to be ½” for Connections and End Caps

· Columns shall be embedded per detail in reinforced concrete

· All steel shall be powder coated or industrial coated steel, providing excellent chemical, corrosion, and abrasion resistance complying with requirements of UL 1332, Organic Coating for Steel Enclosures for Outdoor Use Electrical Equipment – Component.

· All field connections shall be bolted in accordance with American Society for Testing and Materials (ASTM) Structural Specifications for Bolted Connections. No welding shall be done in the field.

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