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� <br />, .. <br />_____________________________________________________PAGE N0. 9 <br />PROGRAM � Timber Beam Deaign v2.09 TIME : Mon Mar 25 15:57:46 1996 <br />Design Build Servicea, Inc. JOB N0. : lU4 <br />JOB : Lucas/Ennis Remodel <br />RUN : Framing DESIGNED BY: CHECKED BY: <br />General Notes <br />1. Beam weight is assumed to be included ir. Dead Load. <br />2. Load locationa given are measured from the left end <br />of the structure. <br />3. Locatione of maximum moment, atresa and deflection are <br />measured from the left end of ths structur.e. <br />4. Bearing across full width of beam is required. <br />5. Structural adequacy of supporting members must be confirmed. <br />6. Bearing lengths required may be limited by k�earing stress on <br />supporting membera. <br />7. A negative reaction indicatea that the beam nuat be fastened <br />to the support to resiat uplift. <br />e. Cantilever deflection allo�vables are based or.. twice the span length. <br />