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APR-30-1996 13�19 <br />tJCnDIIJUILLE TP.USS RRL. <br />� c�3 <br />To: Dave Hansen <br />From: Brian Scott <br />WooQinville Truss Inc. <br />Arlin�ton, Wa. <br />1 36n 455 31Q1 P.61 <br />In response to our conversation on 4/30/96 I'm sending you a copy of our <br />standarsl tiuss engineering that we would use to fabncate a 32'0" 4/12 pitch common. <br />A second detail is used in conjunction with the first to install a web memDer to <br />c,�eate a 4'0" cantilever condition. The cantilever detail assumes that the lumber gratles <br />used are the same as the fu91 span truss. It is a common practice that during assembly <br />all cannedor plates not directiy affected by the caMilever are sized accordi�g to the full <br />span drawing. If that is tS�e case, there is no reason that the cantilevered truss cannot <br />be used as a full length trvss. <br />I hope this helps you to GanFy your situation. If you have any turther questions, <br />piease call me at 435-3101. <br />.._. -: --.... ; 'ioil 335 31i�I <br />