JOIST SPECIAL INSPECTIONS.xlsx

XLSX spreadsheet 10 KB Posted

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WWYK250063 - INSTALL REACT VII FACILITY, B9001, POST V19
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FA813726R0026
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This is a technical specification document outlining required special inspections for open-web steel joists and joist girders per building code Table 1705.2.4. The document establishes inspection requirements during installation of these structural components, specifically addressing end connections (welding or bolted) and bridging (both standard and non-standard configurations). End connections and standard bridging require continuous special inspections and reference SJI specifications listed in Section 2207.1, while bridging that deviates from standard SJI specifications requires periodic special inspections. The document references applicable standards and indicates where additional requirements may apply per Section 1705.13.

The related federal contract opportunity (FA813726R0026) is a solicitation for installation of a REACT VII facility at Building 9001 and is restricted to SBA Certified Women Owned Small Businesses (WOSB) only. Interested parties must submit an RSVP email to SSgt Isaac Demmers within five calendar days of posting and are required to attend a mandatory initial site visit scheduled for Monday, July 20, 2026 at 0900 CST at the northwest parking lot of Building 9001 (coordinates 35°23'43.9"N 97°23'56.8"W) to be eligible to propose. Personnel requiring base access must be identified in the RSVP submission with an Entry Access List.

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Sheet1

TABLE 1705.2.4 - REQUIRED SPECIAL INSPECTIONS OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
TYPECONTINUOUS SPECIAL INSPECTIONSPERIODIC SPECIAL INSPECTIONSREFERENCE STANDARD*
1. INSTALLATION OF OPEN-WEB STEEL JOISTS AND JOIST GIRDERS
A. END CONNECTIONS- WELDING OR BOLTED-XSJI SPECIFICATIONS LISTED IN SECTION 2207.1

B. BRIDGING - HORIZONTAL OR DIAGONAL - - -

1. STANDARD BRIDGING - X SJI SPECIFICATIONS LISTED IN SECTION 2207.1

2. BRIDGING THAT DIFFERS FROM THE SJI SPECIFICATIONS LISTED IN SECTION 2207.1 - X -

*WHERE APPLICABLE, SEE SECTION 1705.13

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