Framer construction in new york12/7/2023 The buckling reinforcement of individual members of the trusses shall be installed as shown on the truss design drawing or on supplemental truss member buckling reinforcement details provided by the truss designer. The trusses shall be designed so that the buckling of any individual truss member is resisted internally by the individual truss through suitable means (for example, buckling reinforcement by T-reinforcement or L-reinforcement, proprietary reinforcement).Locations for lateral restraint shall be identified on the truss design drawing. Permanent individual truss member restraint/bracing shall be installed using standard industry lateral restraint/bracing details in accordance with generally accepted engineering practice.Where permanent restraint of truss members is required on the truss design drawings, it shall be accomplished by one of the following methods: Required permanent individual truss member restraint location and the method and details of restraint/bracing to be used in accordance with Section 2303.4.1.2.Maximum axial tension and compression forces in the truss members.Calculated span-to-deflection ratio and maximum vertical and horizontal deflection for live and total load as applicable.Truss-to-truss connections and truss field assembly requirements.Size, species and grade for each wood member.Joint connection type and description, such as size and thickness or gage, and the dimensioned location of each joint connector except where symmetrically located relative to the joint interface.Maximum reaction force and direction, including maximum uplift reaction forces where applicable.Adjustments to wood member and metal connector plate design value for conditions of use. Other lateral loads, including drag strut loads.
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