It kind of all depends , I would ask for a letter from someone smarter than me. The E word comes to mind.
2018 IBC Section 2207 Steel Joists
2207.1 General
2207.2 Design
The
registered design professional shall indicate on the
construction documents the
steel joist and
steel joist girder designations from the specifications listed in
Section 2207.1; and shall indicate the requirements for joist and joist girder design, layout, end supports, anchorage, bridging design that differs from the SJI specifications listed in Section 2207.1, bridging termination connections and bearing connection design to resist uplift and lateral
loads. These documents shall indicate special requirements as follows:
Special loads including:
- 1.1. Concentrated loads.
- 1.2. Nonuniform loads.
- 1.3. Net uplift loads.
- 1.4. Axial loads.
- 1.5. End moments.
- 1.6. Connection forces.
Special considerations including:
- 2.1. Profiles for joist and joist girder configurations that differ from those defined by the SJI specifications listed in Section 2207.1.
- 2.2. Oversized or other nonstandard web openings.
- 2.3. Extended ends.
- Live and total load deflection criteria for joists and joist girder configurations that differ from those defined by the SJI specifications listed in Section 2207.1.
The design, manufacture and use of open-web
steel joists and joist girders shall be in accordance with either SJI 200 or SJI 100, as applicable.
IBC 2018 Section 2211 Cold-Formed Steel Light-Frame Construction
2211.1 Structural Framing
For cold-formed steel
light-frame construction, the design and installation of the following structural framing systems, including their members and connections, shall be in accordance with AISI S240, and Sections 2211.1.1 through
2211.1.3, as applicable:
- Floor and roof systems.
- Structural walls.
- Shear walls, strap-braced walls and diaphragms that resist in-plane lateral loads.
- Trusses.