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���� � A <br /> T�a,o�.,`�N„�,� 2 Pcs of 1 1/2" x 91/4" 1.3E Solid Sawn Hem-Fir#2 <br /> �� �«����°:a� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> IIIlember Slope:OJ12 Roof Slope0J12 <br /> 1 <br /> � 10'6" ' <br /> Aq dimensions sre Aorizontal. Product Oisyram is Conce�l. <br /> LOAD3: <br /> Armlyais is tor a Drop Beem Men�er. Tributary L.a�d Width:5 <br /> Pr�nary Load Cxoup-Roof(pe�:35.0 Liv�e at 115%duration,15.0 Dead <br /> SUPPORT3: <br /> Mput B�arinp Vertical Reacdons pbs) Detail Olher <br /> MYIdlh Lenptli LlverDeadlUplil'f!1'a�l <br /> 1 Stud wedl 5.50" 5.50" 1103/503/0/1605 By Otl�ers None <br /> 2 Stud v�l 5.50" 5.50" 1103/503/0/1605 By Others None <br /> �ee TJ SPECIFIER'S/BUILDERS GUIDE for demil(s):By Ofhers <br /> DESION CONTROLS: <br /> Maximum Desipn Controi Control Locatlon <br /> Stteer(�) 1503 -1729 15.96 Passed(7796) Rt.end Sp�1 under Roaf londing <br /> Mome�(Ft-Lbs) 3696 � 3833 Paseed(9696) MID Sp�1 u�Root bading <br /> Live Load Defl(m) 0.172 0.328 Passed(U68� MID Sp�n 1 under Roofi bading <br /> Tdal Loed DeFl(u�) 0.250 0.492 Passed(U472) MID Span 1 under Roof bedir►g <br /> -Deflection Criteria:Spec�Fied(LL•Ud60,TL:L240). <br /> -Bracing(�u>:nu oompression edges(eop�d bcaom>must be bracea ak z 8"dc�detailed a�. Properat�uner�k�,a positior�ng of�_ <br /> Dracing is requued to acteev�e metriber stabil�y. <br /> -The allo�able shear stress(Fv)has not been i►xxeased due to the po�ential af spl�s,chedcs ard shakes. See NDS for app�abil�y of irxxease. <br /> -fv�rsis be�ed on v�eKic�loeds o�r�d as�xr�es stnx�ural aupports as noted in the inp�. /1�aael lo�aoe not cor�sidered irt tFas�alysia. <br /> -Ar�ysis assurrbs contiraious rt�embe�. L.ap l�:���1�"��Y recJ��ce membe�pe�'tortnenoe an�have nd beerrcor�aidered:-_� <br /> -D�i�gn�sumae adequa6e�iate�l support of the cortipression edge. <br /> �w�mowu.Nores: <br /> -IMPORTANT! The ar�lysis preeented is ot�tpt�irom software devebped by Trus Joist(TJ). TJ�the saing of�a products by this soflware w�be <br /> accornp�ahed'a�axoNence wdh TJ prod�x�desi8n cxiteria and code aoc�6ed deeign values. The speafic P��,�P��9���� <br /> sFa�ed�henre been provided by tl�e sa�re ueer. This o�has nd been reviewed by a TJ F�oc�ate. <br /> -Nd aA produds are readily ava�7able. Check w�h your supplier or TJ tecta�ical repr�ve for produd availability. <br /> -Sofid sawn Nxnber�mlysis is in axordanoe wdh 1997 NDS metl�odology�d is solely pres�ted for comparison purpoees. Progrem limi�ations and <br /> assunptions about thia ar�alysis�e available tFvough the so�a►e's On-line Fielp. Tnis Jast does r►d warrar�t the andysis na the pertorrr�ance oi so6d saam <br /> kmber rnaterials. <br /> ,ANa�able Stress Design rt�etliodology w�ueed for Build'mg Code UBC�the soNd sawn lumber rt�ateriel�abov�e. <br /> -Ncbe:See TJ SPECIFIER'S/BUILDER'S GUIDES for rrn�tiple ply oonnection. <br /> Oosra�tor Notes: <br /> 1Kx�dew openings up to 95'wide supporting 6'Tniss Jadcs <br /> PROJECT INFORMATION: QPERATOR INFORMATION: <br /> Car�strudion R� gp� � <br /> So�h Side Lumber Co <br /> P.O.Baoc 1 T8 <br /> Ro�ers,MN 56374 <br /> Phone:763-428-4112 <br /> F�c :763-428-2971 <br /> Copyriqht O 2003 by Trua Joiet, e Weyarhaeuser Bueineaa <br />