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EWPCALC <br /> <br />~ILL~E'TTE INDUSTRIES, IHC, <br />Enginee~e~ ~oo~ 9~oJuots <br /> <br />C 0 V E R S HE E T <br /> <br />GHIGLIERI RESIDENCE <br />TVBS-JN.RD.\ARLETH ¢ONST. <br /> JOB NO.: 215 <br /> <br /> The attached calculatlons reflect the specific design <br />information and product determination for engineered wood products <br />manufactured by Willamette Industries, Inc. The information noted <br />should be carefully examined and verified for the accuracy and <br />suitability of all design parameters and product selections. <br /> <br /> The calculations are valid for constant depth StrucJoist or <br />WSZ Joists, and StrucLam or Bohemia GluLam Beams. They reflect <br />product8 without notches (including "birdsmouth" bearings) or holes, <br />with the exception that holes per Willamette Industries, Znc~ hole <br />charts are allowed in I-Joists. The products noted are intended for <br />interior use~ normal temperatures and untreated applications~ <br /> <br /> The spans noted on the calculations reflect center to center <br />of required bearing (not clear spans). Products sloped over 3"/ft <br />should be analyzed on the sloped length. The loads shown must be <br />appropriate for the selected duration of load. Beam and joist <br />weights must be included in the dead loads noted, Concentrated <br />loads are assumed to be applied to the top edge of the member. <br />Lateral loads are not considered. <br /> <br /> The calculations assume the above products are laterally <br />braced as noted on each calculation and installed in accordance <br />with local building code requirements, Additionally Bohemia Glulams <br />must be installed per APA recommendations and I-3oists and StrucLam <br />must be correctly installed and supported per Willamette Industries, <br />Inc. recommendations. ~oof 3oists and beams must be sloped per code <br />for adequate drainage~ <br /> <br /> When noted on the calculations, products continuous over a <br />support are designed for unbalanced live loads on adjacent and <br />alternate spans. Unbalanced live loads are reflected in maximum <br />shear, moments and live icad deflections. Maximum design shear <br />reflects reductions for shear at "depth B" where appropriate. <br /> <br />Wilhmette Industries, Inc., Engineered Wood Products, EWPCALC softwsre (version 2,01) <br /> <br /> <br />