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�..��,� . <br /> B <br /> T.�.�,�a,o�"�°'°�� 2 Pcs of 1 3/4" x 81/4" 1.9E Microllarr� LVL <br /> u..�, ,or�a►1aoa,zo.:,e� <br /> �� ��«��.�a$ THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Illember 51ope:OH2 Roof SlopedVl2 <br /> 1 <br /> . , <br /> + '�O�� 1 <br /> Ap dimensions are horizontal. Product Dis�ram is Conceptuai. <br /> LOADS: <br /> n��wr a�ee�,M�. r�y�o�d w�nr,:�z <br /> Prirnary Loed Group-Roof(ps�:36.0 live at 115 96�radon,15.0 D�d <br /> SUPPORTS: <br /> Input Be��np Ve�Readlons pbs� DetaN Other <br /> YYIdTh Larqfh LIvNDeadlUplifftTo�al <br /> 1 Stud waY 3.50" 3.50" 2205/992/0/319� L1:Bloclag 1 Ply 1 3l4"x 91/4"1.9E M�m�LVL <br /> 2 Shd w� 3.50" 3.50" 7Z05/992/0/3197 11:Blocldng 1 Ply 1 3/4'x 91 M"1.9E Micxdlert�LVL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIC3N CONTROLS: <br /> Maximum Desipn Control Cakrol La�tion <br /> SF�er(Ibs) 309� -2550 7074 Pa�ed(3696) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 7868 7�68 12884 Pasaed(61%) MID Spen 1 urxier Roof loac!'mg <br /> Live Load Defl(m) 0.251 0.339 Pasaed(U487) MID Spen 1 urxJer Roof loeding <br /> Tatal Load Defl(n) 0.363 0.508 Passed(L/�i6) MID Sp�1 urxler Roaf bading <br /> -De�lecfion Criteria:Specified(LL•LI.�60,TL:LI240). <br /> 'B�acirp(Lu):AN oompr�sion e�ges(toP�d battorn)must be braced�7 8'dc unless detailed othervrise. Proper a�adxrient and po�tioning-of� <br /> brac�r�g is required to achie�u�e member stabiNty. <br /> -Design asswries adequate coMwuious I�eral support of the oompre�sion edge. <br /> no�mowu.No�s: <br /> -IMPORTANT! The a�yais presented is otRput from aoRware dev�eloped by Trus Joist(TJ). TJ�the smng of its produds by this aoRware wiq be <br /> a�F�ed in accordar�oe w�h TJ product deaign criteria�d code acoepEed design valu�. The speafic Produc�ePPf�ort�inPut d�i9n loads,and <br /> sta�ed dimer�sior�s hav�e been provitJed by the softvrare user. Tttis otdptR has nd been reviewed by a TJ Aaeociate. <br /> -Not aN produds are r�ea�ly ava�able. Chedc w�h ycxir supplier or TJ�repr�enta�re for produd ava�ebi�ty, <br /> THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> /1Naw�bte Stress D�ign metl'wdobgy was ueed for Building Code UBC anayzing the TJ Distribution produd NsNd�ove. <br /> -Note:See TJ SPECIFIERS J BUILDER'S GUIDES for mu�iple ply connection. <br /> Ooerator Notes: <br /> Window opening up to 10'wide supporting ZO'-0"trusses with 24"Over Hang <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Construction Resul�s Spencer Sanken <br /> South Side L�Co <br /> P.O.Bwc 178 <br /> Rogera,MN 56374 <br /> Phone:763-428-4112 <br /> Faot :763-42&2971 <br /> CopyzigAt O 2003 by True Joint, a Ksy�chaewer Bu�iaeen <br /> Miccollmil in a rmqi�tered tcadmrk of Trw Joi�t. <br />