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Load Tables

  1. Allowable loads have been increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
  2. Allowable loads assume a restrained member of 3 1/2" min. thickness with bolts in single shear.
  3. Bolt and nail values may not be combined.
  4. NAILS: 16d = 0.162" dia x 3 1/2" long. See other nail sizes and information.

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT