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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

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
SASee specific model numbers for code listings.
SA36 ESR-2607 ESR-2523 RR25719

ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction

Drawings

Part Orthographic Perspective
SANone None
SA36
SA36 Front View
DWG DXF
SA36 Left View
DWG DXF
SA36 Top View
DWG DXF
SA36 Installed Perspective View
DWG DXF