Laserfiche WebLink
TewnerlSchuld�Cardield, LI_C <br />Project No. C9613G <br />LetterNo.i <br />into new puriins vvith Simps�n LU26's, and ihe ��4w purlins should be framed into ihe 5-1/B' x9' glulams <br />wRh Simpson HGUS3.2EHU :iangers. <br />Please be advised tha? the strength of the mod'rfied stnx.Mure remains well below that required lo sustam <br />ihe design loads required by the current Unitorm 9uilding Code for new constructan wfth respect to wind <br />and seismic forces. Per your request, ihe encbsed solutions are iManded only to provide a structure that <br />is sironger than the original by an amount adequate to satisfy Section 3403 of the Un'rfortn iiuilding Code. <br />The above recommendatior.s are based on assumptions conceming existing materials and stnictural <br />elements which we were urabia to observe. Where the design assumptions are incorrect, we cannot <br />wartant the accuracy of our recommer,dations. Existing conditions uncavered which differ from ihese <br />shoukl be brought to our attentfon, and may require modflications to our recommendations. <br />ShoukJ you have any questior;s or desire r.dditional infortnatbn, please do not he.sNate to contact us. We <br />trust ihis fulfills � our request for an engineer's opinbn, aixl in that regard, it is <br />Respectfully Submitted, <br />� <br />�� � � <br />Claylon M. Canffeld, . . <br />Page 2 of 3 <br />