This structural plan details the middle section of a steel truss assembly utilizing hollow structural section 6x6x1/4 members for top and bottom chords. Angle members L6x6x3/8 serve as diagonal webs and diagonal braces throughout the assembly. The fabricator is required to coordinate the truss taper with the radius of the blade sign per sheet S4.10. Detail references and section bubbles point to related construction sheets for full installation requirements.
20 S5.55 14 S5.55 13 S5.55 L6x6x3/8 HSS 6x6x1/4 HSS 6x6x1/4 L6x6x3/8 L6x6x3/8 L6x6x3/8 S5.55 16 DIAGONAL WEB MEMBER PER ELEVATION L6x6x3/8 DIAGONAL BRACE PER ELEV DIAGONAL BRACE PER ELEV * FABRICATOR TO COORDINATE TRUSS TAPER w/ RADIUS OF BLADE SIGN PER S4.10
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