Commentary for Permanent Bracing of Metal Plate Connected Wood Trusses John E. Meeks, P.E., Original Author Reviewed by the Engineering Review Committee of the Wood Truss Council of America and the Technical Advisory Committee Wood Truss Council of America of the Truss Plate Institute One WTCA Center 6425 Normandy Lane • Madison, WI 53719-1133 608/274-4849 • 608/274-3329 (fax) www.woodtruss.com •
[email protected] Copyright © 1999 Wood Truss Council of America COMMENTARY FOR PERMANENT BRACING OF METAL PLATE CONNECTED WOOD TRUSSES TABLE OF CONTENTS INTRODUCTION ......................................................................................................................................................... 1 DEFINITIONS ............................................................................................................................................................... 1 SCOPE ............................................................................................................................................................................. 2 GENERAL PROCEDURES .................................................................................................................................. 2 Roof or Floor Loads ............................................................................................................................................... 3 Architect and/or Engineer of Record - Building Designer .................................................................................... 3 Approval of Truss Submittals