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Vl��te1"hil��M�N� . ;'° ; ` ":,;. ' '" �SllSTAIWiB[E FOI�SFR1'pJ1T1Ai1YE <br /> Weyerhaeuser warrants that the sizing of its products will be in aaadance with Weyerhaeuser product design criteria and published design values. <br /> Weye�ser expressN disclaims any other warrandes related to the soRware.Refer to arrent Weyerhaeuser liteiature for installation details. <br /> (www.woodbywy.com)Aaessories(Rim Board,Blaking Parrels and Squash Blaks)are not desigr�ed by tfiis software.Use of this software is not intended to <br /> circumvent Me need fa a design professional as determined by the authorfty having jurisdicdan.The designer of record,builder a framer is responsible to <br /> assure tfiat this okulatlon Is compatlble with tl�e weiall project.Products manufac[ured at Weyerhaeuser facilides are third-party cerdfied to wRainable <br /> faestry standards. <br /> The product appBcation,input desfgn loads,dimensbns and wpport infamation have been provided by Dean)ohnwn w/Dean lohnson Hames <br /> New 1 3/4" x 11 7/8" 1.55E Timberstrand� LSL must 17' S pa n <br /> be placed within 24" from Rim Board on parallel side. <br /> **CONNECT TOP FLANGE OF NEW JOIST TO SHEATHING FROM ABOVE <br /> ADD NEW JOIST BESIDE <br /> DAMAGED JOIST 3�� MAX. DAMAGED JOIST <br /> -ADD NEW JOIST OVER <br /> SPAN WITH DAMAGE ONLY <br /> 1 3/4" x 11 7/8" 1.55E <br /> Timberstrand� LSL <br /> 13�q" MINIMUM BEARING (TYP.) <br /> Allowable End Notch <br /> 6" Diameter maximum allowed in Timberstrand� LSL. TAPEREo ENo��T,N B�M: <br /> Edge of hole must start minimum 8�� from inside face of SEE LOCATION ANA�YSIS FOR GEOMETRY <br /> bearing and holes must have 2 times the diameter of the <br /> largest hole between holes. �2 <br /> 12 � <br /> Maximum span rating for sheathing is 24". 2x ledger can be <br /> added to Timberstrand� LSL if need to reduce sheathing span. �1� <br /> Connection by Others 5-7�8�� <br /> THIS ANALYSIS IS BASED UPON THE INFORMATION PROVIDED TO WEYERHAEUSER.ANY DEVIATION FROM THIS INFORMATION WILL REQUIRE RE-EVALUATION.THE <br /> PROJECT PLANS HAVE NOT BEEN REVIEWED TO DETERMINE IF PRODUCT APPLICATION,DESIGN LOADS AND DIMENSIONS ARE CORRECT.AN AUTHORITY FAMIl1AR WITH <br /> THE STRUCTURE MUST CONFIRM THE VALIDITY OF THE LOADS AND DIMENSIONS SHOWN. <br /> ' Forca sorn�re o�.n:or Job Notea 8119/2013 1:06:06 PM <br /> , Forte v4.1.Design Engine:V5.7.0.245 <br /> . Jererny Schreiner Klaahsen/Uenzel ftes. <br /> ' YYeyerhaeuser 1545 Mapie Place Calc.4te <br /> i (�i,51?G37-0446 Orono.MPJ <br /> i jeremy.schreineR¢weyerhaeiiser.com Request#22&25 <br /> Page 2 of 2 <br /> i_..._---.._._..........___.._.............._._.........................................._.......................................___........_._.........----------------__._..----- <br />