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Job - TtLss � TnlssType Qty P'Y Bennett Building Sys4ems�316 <br /> 79092 P918503 KIIVGPOSI' 9 '! i <br /> J h e(e� bne - I <br /> UnNersal Foreet Productc Inc.,Grond RepWs,MI 49525,P_eggy Backett 7.610 o Jon 29 2075 MITek Induslries,lnc. Frl Jul 17 W:49A0 2016 Pega 10/1 I <br />' Cop�right�2015 Universal Forest PPodeects,In�.All R6ghYs Reserved <br /> �- s�aa sa-a - <br /> 3�t8= <br /> 2.10 12 <br /> 2, <br /> 5g9 _ <br /> T7 - T1 <br /> i 3 <br /> m <br /> dI �� <br /> Soo Nole 6 <br /> Sas Nole 8 .—,_ <br /> -+--► <br /> � - - - 5-6-8 S�8-ti <br /> � 'N-5-0 <br /> � <br /> i <br /> . ,I <br /> I <br /> I <br /> i <br /> ..Plale OBsels Y�-_2:03.15 0-0�6 - <br /> i <br /> LOADING(ps� SPACING= 2-0-0 CSI. UEFL. In (loc) I/deil lld PLATES GRIP � <br /> 'fCLL 20.0 Plale Grip DOL 1.25 TC D.66 VeA(LL) 0.12 7-2 >999 240 MT20 244HB0 <br /> TCDL 7A Lumber DOL 125 BC 0,00 Vett(TL) -0.10 1-2 >989 180 � <br /> BCLL 0.0• Rep Slress Incr YES WB 0.00 Horz(TL) 0.00 Ne Na <br /> BCDL 0.0 CodaFBC2014/TPI2D07 (MeVix) WeIghL171b FI'=0% <br /> LUMBER- BRACIPIG- <br /> TOP CHDRO Zx4.SP No.t 70P CHORD SWctural wood 5healhing dlrectly applied ur 2-2-0 ac pudins. [P] � <br /> 80T CHORD Wgid cefling directly applled or 10-0�0 oc bradng. � <br /> REACTIOtdS. (I6/sizo) 1=300/03�8 (min.0,-1-0);3=300l03-8 (min.0-1-8) I <br /> Ma�t Horz1=1049(LC 1),3=-1048(LC 1) <br /> Max Uplift7�268(LC 5),3-268(LC 6) � <br /> FORCES. (I_b)-MaxlmumComprossioMNsximumTenslon <br /> 70PCHORD 1-2=7079/1307;2�=-1079/13fl7 j <br /> NOTES- (8) ; <br /> 1)Thfs Wss has been checked far uniform raaT live load onty,except as noted. <br /> 2 WInd:ASCE 7-10;Vuir140m h &second ust Vasd=708m h;,TCDL=4.2 sh BCDL=0.0 si;h=30fl;Cet.II;Eu C;Encl.,GC i-0.1B;MWFRS envelo � <br /> �. P ( fl, ) P P p, p p- ( pe)gable endzone and GC Exterior(2)zone;GC <br /> for membars and(orces$MWFRS far reactions shawn;Lumber DOL=1.6D plata grip DOL=1.fi0 j <br /> 3)The battom chord dead tood shovm Is sutficlent only to cover ttio Wss rioighl Itsolf and does no[allow foF any addilional load to bo edded lo the bntlom chord. � <br /> 4)•This truss has beeri deaigned for e If've loatl ot 20.Opsf on Ihe bottom chord in all areas where a reclarigle 3-6-0 tall tiy 2-0-0 wide wlll fit belwenn the bottom chord and any ather members. <br /> 5)Provlde mechanlpi wnnecllon_(by olhers)of truss to beadng plale capable of wilhsfanding 2fiU Ib upliR aljofnt 1 and 2681b upl'�t at Joint 3. E-signed by Kevin FfBemarl <br /> 6)Provide support to resist a horiiontat force oi 10461/at Jolnls 1 and 3. <br /> 7)Beveled plaie or shlin required to provlde fu11 bearing sudece wiih truss chord al Jotnt(sj 1,3. j <br /> F3)�a,ed on P^_1EiJG1,lJpdalad coJe. `oAOA,`�'�R����0oe � <br /> �� /,v ���e���a. e�/f� I�r � <br /> .. tf - r, e'> ,�.°�\,�C'E/VS�, e/�i es� <br /> ����fi � a <br /> D:at��,,1•��� �tan P9cs. ..�J(:�"-U�x.� 6d �'� - �� . No 56254' � �� � <br /> �x � ' <br /> � La,� ������—��g : �� " I <br /> _���'��____.__---�— �d�`6 ��� ���� = : _ <br /> �lpparoea���y ,�_ v ; � � <br /> / � ---- ��+������� � . _ - ; " <br /> Johm rarinell� �w. ' <br /> I�iadular Fiuildi A • P:���� ; <br /> rt�Pians Eqarnmer Florida Ceriificate SMP49 ♦ � � <br /> osf(�+S e<.� R 1�< G,�e.�� ; <br /> JgP,I��D���b ��°���,,� , <br /> Tho profossional enginoering seel Indicalos Ihet e flcensed profossional hns rovimvad the daslc�n undar lhe slendards referenced wilhin Ihis documenl, 7/20/2015 <br /> nol necessariy lho currenl stelo buildfng code.The englneering seal"Is not en approvnl lo uso in a spedlic slale.The Bnal determinalion on iahelher <br /> n lruss dosign is accopinble under the locally edopted building codo iesl wilh lhe buildinc�oOlcial or designalad appoinlee. � <br /> � WARfV W G -Verffy desigaa pa�ameters and/tEAD dlIOT�.� Unlvaresl Forest Praducts,lnc. 2801 EAST BELTLINE RD,NE <br /> Trusa cball not he cul or modiBed vn'ihoul appmval o}the Wss dosi�n engineor. <br /> PHONE(616�364-6'161 FN((616)•365-0060 GRAND RAPIDS,M149525 <br /> This compononl hns onty been designed forthe loads noled an thv drawing.ConsWction and IiNng forces have nol haan carisfdered.The bu'ildar is responsible <br /> farlHltnD melhods ond 3yalem deslgn.Bui:dnr rosponsi6�ilio�ara dafined underTPl1.This destgn Is basad ony upon paremelere ahown,and is(or <br /> an individuol bu0ding camponent to be inslollod and kaded vorUcalty.App6cab0ityaf daslgn peremelers and pmpnrincorpore0an of componont h�espansib�ityot buVding � <br /> dasigner-nol Uuss dealgner.Braany ehown Is tor laloral suppod o(individual wab mombers onty.Addfllonei temporary braeing In Insum ntab0ity during eonsW elion � <br /> in Iho mspansi6Tity of ihe erector.AtlAitional permansnl bracing of Ihe ovarall aUuclurt+Is Iho renponsibility ot the buQding destgner.Foigerioral guidance regnrding <br /> febricalion,queGtyconhol,atarngo,delHary,erection and bmcin8,wnsutl BC511�08 fmm Iho Wood Truss Council of Amerip and Truss Plata fnn�lule RecommendaQan evai7uhlo <br /> fromWTCA,6300EnterprisoLN,Rqadison,W153719 J:lsupportlMilekSuppllemplaleslu(plpe " <br /> i <br />