Web Hole
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Web holes, web hole reinforcing, and web hole patching shall be in accordance with this section.
Reinforcement of web holes in floor joists not conforming to the requirements of Section R505.2.6.1 shall be permitted if the hole is located fully within the center 40 percent of the span and the depth and length of the hole does not exceed 65 percent of the flat width of the web. The reinforcing shall be a steel plate or C-shaped section with a hole that does not exceed the web hole size limitations of Section R505.2.6.1 for the member being reinforced. The steel reinforcing shall be not thinner than the thickness of the receiving member and shall extend not less than 1 inch (25 mm) beyond all edges of the hole. The steel reinforcing shall be fastened to the web of the receiving member with No. 8 screws spaced not more than 1 inch (25 mm) center-to-center along the edges of the patch with minimum edge distance of 1 / 2 inch (12.7 mm).
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Web holes in floor joists shall comply with all of the following conditions:
Framing members with web holes not conforming to these requirements shall be reinforced in accordance with Section R505.2.6.2 , patched in accordance with Section R505.2.6.3 or designed in accordance with accepted engineering practices.
Patching of web holes in floor joists not conforming to the requirements in Section R505.2.6.1 shall be permitted in accordance with either of the following methods:
Framing members shall be replaced or designed in accordance with accepted engineering practices where web holes exceed the following size limits:
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https://up.codes/s/web-holes-web-hole-reinforcing-and-web-hole-patching
https://www.webhole.org/
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