1704.6 - Wood construction
Special inspections of the fabrication process of prefabricated wood structural elements and assemblies shall be in accordance with Section 1704.2. Special inspections of site-built assemblies shall be in accordance with this section.
1704.6.1
High-load diaphragms.
High-load diaphragms designed in accordance with Table 2306.2.1(2) shall
be installed with special inspections as indicated in Section
1704.1. The special inspector shall inspect the wood structural panel sheathing
to ascertain whether it is of the grade and thickness shown on the
approved building plans. Additionally, the special inspector
must verify the nominal size of framing members at adjoining panel edges, the
nail or staple diameter and length, the number of fastener lines and that the
spacing between fasteners in each line and at edge margins agrees with the
approved building plans.
1704.6.2
Metal-plate-connected wood
trusses spanning 60 feet or greater. Where a truss clear span is 60 feet
(18 288 mm) or greater, the special inspector shall verify that the temporary
installation restraint/bracing and the permanent individual truss member
restraint/bracing are installed in accordance with the
approved truss submittal package.
Notes
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