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Load Tables

  1. Allowable loads have been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern.
  2. Hip loads are for each hip.
  3. Load distribution is 45% for each hip and 10% for jack. Other hip/jack load distributions are allowed if the sum of all three carried members does not exceed the total load and the hip members are equally loaded.
  4. Truss chord cross-grain tension may limit allowable loads in accordance with ANSI/TPI 1-2014. Simpson Strong-Tie® Connector Selector® software includes the evaluation of cross-grain tension in its hanger allowable loads. For additional information, contact Simpson Strong-Tie.
  5. NAILS: 10d = 0.148" dia. x 3" long, 10dx1 1/2 = 0.148" dia. x 1 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
LTHMA ESR-2605 FL10861

Drawings

Part Orthographic Perspective
LTHMA
LTHMA Front View
DWG DXF
LTHMA Top View
DWG DXF
None