Laserfiche WebLink
_ - � <br /> Job r,�,ss rti55r� a�y �' Bennetf Building Systems 316 � <br /> 79092 • P991808 KIi�GPOST 1 i <br /> 06 e ce fa I i <br /> UnNersel Forosl ProducLs Inc.,Orend Replds,MI48526,Peggy Beckett 7.610 e Jan 29 2015 MTek IrWus4ies,Inc,Frl Ju117 0928;26 2D75 p:.ge 1 p�1 { <br /> �o�yrigh��2�95�9ee6v�rsa9 For�sg�rodue�s,@ne_A19�igGeB���serered <br /> 411-0 <br /> 411-8 <br /> 3z1= <br /> 3.03 12 Z <br /> 5_�,g — <br /> T1 T! <br /> � 3 <br /> � ( <br /> o Soe Note 6 Id � <br /> � See Nale 6 <br /> o--�. <br /> i <br /> 4-07� 4-0f�8 <br /> 9-11-0 <br /> LOADIMG(Psn 5PACING- 2-0-0 CSI. DEFL in (foc) I/detl IJd PLAYES GRIP <br /> TCLL 20.0 Plale Grip pOL 1.25 TC 0.23 Vert(LL) 0.02 1-2 �999 2q0 69T20 244H9� <br /> TCDL 7.0 LumberOOL 1,25 BC O.QD Ved(TL) -0.02 1-2 �99g 180 <br /> BCLL 0.0• Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 Na n/a <br /> BCOL 0.0 CodeFBC2014/TP12007 (Maldx) Weigh1:241b F7=0% <br /> LUMBER- BRACIPIG- <br /> TOP CHORD?�c6 SP No.2 TOP CHORD SWctural wood shealhing d'uectiy appGed or 6.0-0 oc puriins. <br /> BOT CHORD Rigid ce(ling direetly applied or 70-0.0 oc bradng. �� <br /> r�ac�rtoras. pws¢e) 1=2fi0/0.3-8 (min.0.7-0),3=26010-3-8 (mtn.a7-eJ <br /> Me�c Hoa Y=622(LC 1),3=622(LC 1) <br /> Me%UpIiR1�234(LC 5),3=234(LC 6) <br /> FORCES. (Ib)-AAaxlmumCompressbrVMaximumTension <br /> TOP CHORD 1-2�69/877,2-3=661l877 <br /> PlOTCS- (8) <br /> 1)Thls truss has bxen checked for unitorm rootGve�oed only,excepl as noted. <br /> 2)Wlnd:ASCE 7-70;VuI1=140mph(3seeand gust)Vasd=10&nph;TCDL=42psf;BCDL=D.Opsf,h=30R;Cal.II;Exp C;End.,GCpt=0.18;MWFRS(envelope)gable end zane and GC Exterior(2)zane;C•C <br /> for members and farces @,yNyFRS forreactlons shown;Lum6er DOL=1.60 plate grip OOL=1.80 <br /> 3)The bottom�hord dead load shown fs sufiiclent only to cover tha tnus wefght Hself and does not albw for any add'Rional load fo ba added to the bollnm chord, <br /> 4)'This huss has baen deslgaed tor a iive load of 20.Opsf an Ihe boUom chord in all areas whare a rectangie 3S0 tall by 2-0-0 wlde vrll fd balw¢en the boHom chord and any other members. <br /> 5)Pmvide mechankal connectlon(by othe►s)of truss W bearing ptale capable of arilhslandtng 234 Ib uplifl at Joint 1 and 234 Ib upGft at joinl 3. <br /> 6)Prov(da suppoA to reslst a homnnlal face of 627.f1 el folnLs 1 and 3. <br /> 7)Bovoled piete or shlm required to provlde fuil bearing surface with W ss choro et Joinl(5)7,3. <br /> r�ea;r.-d;„,Fy�ia�s,urci�ieci c�,c. E-stgned by Kevin Freeman <br /> t o0`°��N F R EoeoBB�o <br /> ���tt�� ooe°`�Fi�\\GE`J�S���eao <br /> �:�f��_ �/.?5" �5 ��e F�fi;—'.-'c�_`�`�/y G&c:� �'�S"�'I(�i���'����38� �0 f�lo b625A a' � <br /> _�_ � o Q <br /> �`��aar�+v���s� � �����c(�,��._r--- `" ��`����j�L����� � �� � * � <br /> \' Jo@iri F�rinel�s Y p � 4 <br /> e.`7hratal�r F;taBEsiirs�6'l�s�s�r�miner FI�'i6a CwriiOicafe SBtiqP��J o b o ��o <br /> 0 <br /> B�o�� �OR�pP`� ��q�� <br /> �e��ss�0��6���0��o <br /> aoee <br /> The protesslonal engineering seal tndicalea that a Ilcansed professional has rovfawad the desipn under the atenderds referenced wilhin Ihis documeni, 7I20/2015 <br /> not neeesserity Ihe curtsnt slete huilding code.Tha englneeting eeel is not an approval lo usa in a spediic slale.The final delertrcnalion on�vhather <br /> e lruss destgn is aocepteblo undnrthe locelly edopted bu0ding code resl svilh Iha bullding oflirlal or deslgnalod appolnlee. <br /> � WARNING -!/�vliy desiayn paPame?�rs and R�D iNO7l�S Unlversal Forest PmducLs,lnc. 2607 EAST BELTLINE RD,NE <br /> Tnuasha4not6aalarmodifiedwAhoutappmvaloflhehussdes3gnengineer. PHONE(616}364.6161FAX(616}365-0060 GRANDRAPIDS,MI49525 <br /> ThLs eomponent has ony 6een des(gned fwlhe bads notad on Ihls drawing.ConsWUion a�Wiing forces have nol6een conaidered.The buiker"s responsble ���� <br /> (orGfUng meihoda and system desiga BuBder reaponslb@ities era dafined w�der TPH.Th6 dasfgn ta based ony upon paremetera ehoxn,and Is(or , ��-� <br /> anindNklualbu�ldingeomponaMlobe(nsta�edandloadedveqiea A c"�',�'�+��,' <br /> ly. pplfcabiWyofdes6gnparemetersandpmperincoryorallonofcomponentivresponsbi'ryo�bu�AA'mg �j�� <br /> designer-nol huss deaignor.BraGng ehown p fnrlalerai auppaA of individual wab membeia anly.Addilbnel lamparary bradng�o ineme ahab7Ay during conalruclion �^����r=1�t, <br /> Lv lhB reaponsib3ly of Ihe eredor.Addilional permananl bradng of lhe overallatruelure b Ihe rasponsfhd�ly u�ihe buMtng destgner.Far ganersl guidance regardfng <br /> /e6ricallon,qualilyconlrol,storege,delivery,ereelian snd hradng,canautt BCS11-O6 hom Ihe Wood Trusa Countsl otAmertcaand Truss Plate InctihAe Recammende6an avatlaEla ��� <br /> from IhTCA,6300 Enteiprite I.N,Madiw��yy�53719 J:LsupporMfitek5uppl(emplalealufp.tpe <br />