Best practices book - Flipbook - Page 120
BEST PRACTICES | 111
CHECK BOX
BELOW IF
REQ'D
5.
BEST PRACTICES | 111
2. Metal-plate-connected wood trusses spanning 60 feet or greater (1705.5.2):
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.
1. High-load diaphragms designed in accordance with Section 2306.2 shall be installed
with special inspections as indicated in Sections 1074.2 and 1705.5.1 covering:
1. Inspect the wood structural panel sheathing to verify that it is of the grade and
thickness shown on the approved construction documents; and
2. Verify the nominal size of the 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
construction documents.
REQUIRED SPECIAL INSPECTIONS & TESTING
PLEASE PROVIDE THE NAME AND PHONE
NUMBER OF THE SPECIAL INSPECTION
AGENCY AND INDIVIDUAL PERFORMING
THIS SPECIAL INSPECTION SERVICE IN THE
SPACE BELOW.
• Special Inspections of prefabricated wood structural elements and assemblies (covering: walls, floors, or roof assemblies along with
manufactured roof trusses) shall be in accordance with Section 1704.2.5
• Special Inspections of site-built assemblies shall be in accordance with Section 1705.5 as indicated below.
WOOD CONSTRUCTION (1705.5):
