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<br /> 78092 ' �D1A56903 K[NGP(7ST � '1 316BNT8032 � i
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<br /> I:nNenal FordstPrody'�la Ix.,Orend Replds,MI A9525,peggy Beckeft 7.010 e Jen 29 20i9 MiTek Indusules,tttc.Fti JN 17 09:28:D�J 201fi Pe�e t ot i
<br /> �opyrightv20°I�Utiiversal�vrest Pra��acts;Inc.�al1 tRights Reseru�d �
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<br /> LAADIN6{psfj S�aCIN6• 2•p-0 C31.. p[Ft_. in (Ioa) .UdeII Ud PLATES O[tIP
<br /> TC4l rZ4,0 PtateGdp.�QL 125 TG 0.17 Vert(Ll) 0.0� 2-3 >999 240 MT20 2A41i90
<br /> TCOL 7.0 Lumber DOL 1.25 BC 0_00 Vert(Tl) 0•03 2-3 >999 18Q
<br /> BCLL D.0 ' Rep Shess lnc� VES � W0 0.00 Hwz{TL) O:OD Na nfa ,
<br /> aCDi. 0.0 CodeFBC2014/T'P12007 ; {Mat�ix) Wetght:7t3tb Ft=6% j
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<br /> TOP CHORU 2x4 SP Na.2 TOP CHQRD Stnictural wood aiivaihtng d(recUy spplted ur 8�0-0 ua piirfns. (P]
<br /> 80T CNORD Rig!d ce0(nfl dlretUy�pplled or 10•0-0 oc bracfrw�. �
<br /> RFJ�C710N5:(Ib/sixe) '1-2Q610•3=8(min;0-1•13),6=?OG/U-3-$ (mitt:0-bt3)
<br /> Max Horz1-739(lC 5},6=139(LC 8)
<br /> Max Uplfftt=-i65(lC 7).5=-iG5(LC e)
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<br /> FORCES..Qb)-hlaxtmurti Compree.sioMvlaximum Tension
<br /> TOP CHpRD �1•2=�235/2A9.A-5=-235f298,.2-3=-167/3q3,3�t=-187l3p3
<br /> FiO1'ES• (B)
<br /> t)'fhis in�aa has baun chnck�d tw unifoiin roa(Gve toad ohty,excopt as notod.
<br /> 2)Wlnd:ASCE 7-1A;Vu1t=t4Dmph(3-secand gustj Vasd=�OSmph;TCDL=d,2psl;BCpL=O,OpsF,h=30ft;Cai.!i;Exp C;Encl:,GCpI=a.18;P,1Ut'PRS(envelopc)gnbie anel zone and C-C Exto:ior(2)Tnn�;C-C
<br /> for membeTS and tprces&MWFRStor reactlons siiown;lumber DOL=1.BO plate grip pn1=i,60
<br /> 3)Ti7e bottom chord dead load shown Is suHlclenl onty to'cover the trus6 wuight 14a¢N and does not allow(oi any adrfitlanai laed tu be added io Ihe holioro chord.
<br /> 4}•This truss h25 boon dc8ipnetl tor e livo load ot2U.Opsf on tbe boitom.ct�nrd,in 811 areas wher@ a rucfangle 3-6•0 tall by 2-0-0 wide wM fiL6ehveen thQ bottom chord and sny othor.members.
<br /> 5)Beadng aCjoim(s)1,5 cons#ders pareitet 10 grein yalue using AN$UTPl.1 angle to graln tormula.t3uilding destgnershoutr�v¢rHy.capacity ot Gearirg surlace. E=Slgned by Kevin Freeinan
<br /> 6)Pruviae.mechanical'ioiinecttun{tiy othars),of fruss to bearin3l?l'ais capabte ot riilhstAnding 1851b uptlftatJ�inYi erti11fi51b upl;Ft at Joint 5. I
<br /> T)Provfde support to reslst a horJzonSal fmie/m joints 139!{ai�intst anr15: y�9 B 6�C,P$ �
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<br /> Tha prolessionet enfllnaodng soai indtcates ihal e Ilccrtsnd:proleasioncil hos re4iewed Ihe dasign unde[lhe.atandanJa roferonr�d�vithimlhis ilacument,� �120!2015'
<br /> noi nece3sn�py Ihe curinnl etai�buUdin�iode.7he engi�esring seal is no1 en approvul fo use(n a spc�JRo slste.The Onat dotorrrsinatian on tt4iofher �
<br /> n ttuss d�sign is aoa�p�aido undar the Iocaliy sutopied buildinp coilo rest wlth Iho bui3tling afllclol or desl�nated sppalritee, �
<br /> y� ��QRN��,('.7 '�G'1't�.�L'5l�ll�iBY�tlD@f@t'S 8(iQ������T�� Universaf Forest PrAducLs,'Inc, 2801 EAST BELTLIN[RD,NE �
<br /> PHOME{616a-38d�G181 FAX(618)-395-0060 GRJIND RAPIDS.MI h9525 i
<br /> Truss'ahnA not bo cW nt modifwd x5thout approyal of(ho truss dctslgn otx�irteer. � ;
<br /> Thls componen!lins anly tiean BesEgnediar thn londa trolodanlhis dtevfing.Cunstiuctbn an0liftinglorcusliave nrtt been cunaWered,Tha 6uAde�is respwisiLW �` ; ,
<br /> ior fi,fling mathods nndtyalem desf�n.Baildn�raspona(biFiiod are dnfiood undor TPI1.Thia daeigni�bnsed onfy upan perametern ahoen,end is for
<br /> nn IndlviJusl6uading wmponant(d be,inefailed mhd 40aded vertiwlEy;App!lcsbifilyot daaipn�rmxma4�ra nrni pmpqr;ncaiparali�n u(componant is r�asp�na169riyof haitldin� `�a
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<br /> tahrirafion,qual�tyaoniral,eterags,delNery,eroctirin aricl bracing,consuit BCSI 1-06 framtlib WoodTruss CouncIlot America and Tnuac Plalo Inat�uta Recnmmendatlon nvaila4lc
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