TrusSteel - Cold Formed Steel Trusses

Steel Truss Design Manual 2017

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OVERVIEW & APPLICATION 1 2 3 4 5 6 7 8 5.02 Notes on Wood Screws • Allowable loads shall be determined by ANSI/AF&PA NDS • All wood screws shall comply with ASME Standard B18.6.11 (R 2008() or an approved design or recognized design standard. Notes on Hilti ® Powder-Actuated Fasteners • Shall comply with ICBO Evaluation Report ER-2388. • Allowable loads shall be determined by ICBO Evaluation Report ER-2388. • Shall comply with Hilti North American Product Technical Guide, Volume 1. Notes on ITW Buildex ® TAPCON ® Fasteners • Shall comply with ICC-ES Legacy Report ER-3370. • Allowable loads shall be determined by ICC-ES Legacy Report ER-3370. • Shall comply with ITW Buildex Product Catalog ITW Building Components Group, Inc. shall not be responsible for any performance failure in a connection due to a deviation from the Standard Details. Any variation from these Details shall be approved in advance by Alpine Engineers. Notes on Welds • Electrode strength, weld size, length and spacing shall comply with specifications as shown on applicable TrusSteel Standard Details • Welds shall be designed in accordance with the AISI North American Specification for the Design of Cold-Formed Steel Structural Members • Welds and welding shall comply with requirements of American Welding Society D1.3-D1.3M-2008PV, Structural Welding Code - Sheet Steel. This Manual is intended for quick reference only. Drawings and illustrations shown are samples only and are not intended for detailing or construction. Please refer to the TrusSteel Standard Details for technical information on connection design, product use and safety. ENGINEERED BY ALPINE CO N N E C T I O N S / D E TA I L S

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