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- - - j <br /> Job � <br /> Truss huss T e - ' <br /> �9092 P91�8�g KINGPOST ��y P�y 1 B�nnett Buiiding:Systems 396 <br /> UnNercel Faresl Proddcfs Ine.,Grand�2epWs,MI 4052b,peggy Beckett � b R e �io � <br /> 7.610 e dan 28 2p75 MTek�ndusldes;Ina Fd Ju117 09:20:25 ZO75 Bege 7 011 <br /> Copyrighf�2095 l9niversal�orest Products,Inc.�All�ights f2Esenred <br /> a-„-a <br /> 4-11-8 <br /> 3K4= <br /> 7.03 12 2 <br /> 5 5'8 . <br /> T7 T1 <br /> 1 <br /> " 3 <br /> �I � <br /> Seo Note 6 Id <br /> w� <br /> Sea Nole 6 <br /> 4-11.8 411-8 I <br /> 9-1'I-0 <br /> LOIIDING(Psn SPACIPfG- 2-0-0 CSI. DEFL in (loc) Udefl Ud PLATES GRIP <br /> TCLL 20.0 Plale Grip DOL 1,25 TC 0.23 Vert(LL) 0.02 1-2 >998 2AD MT20 244/180 <br /> TCDL 7.0 LumherDOL 1.25 BC O.OD Vert(TL) •D.02 1-2 �999 180 <br /> BCLL 0.0' Rep SVess incr YES WB O.OD Horz('fL) 0.00 Na nla <br /> 6COL 0.0 CodeFBC2Di4/TPI2007 (Matrix) Weight:241b FT=0% <br /> WPdBER- - BRACIMG- <br /> TOP CHOR� 2x6 SP No.2 TOP CHORD SWctural woad shealhing direcUy applied or s-0-0 oc pudins. �p� <br /> REACTIONS. (Ib/size i=2fiD/0:3-8 min.0-1-8,3=26010��8 BOT CNORD Rlgld ceiling direct(y applled or 10-0-0 oc bracing. <br /> � � ) (min.0-1-8) <br /> Max Ho21=622(LC 1),3=622(LC 1) <br /> Max Uplifl7=23q(LC 5),3�-234(LC 6) <br /> FORCES. (Ib)-MaximumCompressioMtqaximumTension <br /> TOP CHORD 1-2=661/677,2-3=$61/977 <br /> NOTES- (B) <br /> t)Thls fruss has been checked for unifortn roof Iivo loail oniy,except as noted. <br /> 2)Wlnd:ASCE 7-10;VuIt=140mph(3-sec6nd'gust)Vasd=108mph;TCDL=4.2psf;BC�L=O.Opsf;h=30fl;Cat.ll;Exp'C;Encl.,GCp1=0.18;MWFRS(envelope)gable and zona and 4C Eztedor(2)znne;GC <br /> for inembers and forces&MWFRS(or reaclions shovm;Cumber�OL=7.60 plffie grip OOL=1.60 <br /> 3)The bottom chord dead Ioad shown Is sufficlent only to cover ihe Wss welght itself and does nol atlov�for any additlonal load fo be added to the botlom chord. <br /> 4)•This tniss has been designed(or a Iive load ol 20.Opsf on the bottom chord In all areas where a reelangle 3-6-D tell by 2-0-0 wide will fit behveen tha twilom chord and any other mem6ers. <br /> 5y Provide mechanical cannectlnn(by uthers)of Iruss to bearing plate capable ot wilhslending 234 Ib upliR at Joint 1 end 234 @ upfifl at joln(3. <br /> 6)PraWde suppod to reslst a horizontai force of fi22t�a!joints 1 and 3. <br /> 7)Beveied piate or shlm requlred to provlde full beadng sudace with Wss chord el Joinl(s)1,3. <br /> a)Bv=Ed on P9t taos,u�aaicd code. E-signed by Kevin Freeman <br /> �1\101111,1RQB� <br /> �`��LI �o\l, F R��e B�° <br /> �� �4�-�L�'i,_,�...o.j.��.,o�j °��1 <br /> [�;� r{ �� ��� •�GE'•tS a�/1_ fI <br /> ��ge�/��S f�l�s��9�....5 �c'1 �D�Z�� �L��,H"��������i'���ja� v� �^' �- �' -ri � <br /> � <br /> � No 56254 � <br /> '—.- —�`�_r._�- ��,� }�� � � � *� '� � � <br /> �'.,- t,�. � �.a�}ab���6�l!� = : <br /> �����>�����_ f _ � <br /> John FarinelG ! o� ` <br /> C:7c�r�ul�r E3uildin�7 Pians Fzat��incr Flarida Ceriti�ica4e SP�IP.4g m ;; , (V o.` <br /> ss�re�, �� O R 1 O Q,�\��ae <br /> e, <br /> , S . • <br /> .oP�S10 N A 4���q,, <br /> /�i��eee� <br /> Tho prolesstonai engineerine�saal indicnlas Ihal a Ifwnsad pro(essional has ravlowed Ihe desipn under tt�e standeMs referonced wllhfn lhfs documenl, 7/20l2015 <br /> no(necessar(ly lhe curtenl state building wdo.The engineering soal Is no1 an approval to uso fn a apeci�c slale.The final detertninalion on vfiefher <br /> e lruss design Is nxep(nblo undar ihe loeally ndopled buildtng coda rttstwilh Uin 6uliding officlol or designaled appolnleo. <br /> �, WARNING -Verify d�sig+�t paraineters and R�iqp NOTES Unideisal Forest Products,inc. 2801 EAST BELTLINE RD,NE <br /> Tniss shall not bo cu!ormod'died w,lhoutapproval oflhe lrusa destgn onginoor. PHONE(6'16}364-6161 FAX(616}365•0060 GRAND RAPIDS,MI 48525 <br /> This camponent hus anfybeen designed forlho bads noled on lhls drawing.Conslrudion and IiRing forces have nol heon conatdered.Tha buiider is responslhte <br /> foriiiting melhads and systom desiga Bui�der�eaponsihllAtes ere dofinod under TPH.This design is bnaod only upon paramelers ehown,end Is for <br /> on Individual6u�lding component lo ha insfaqed nnd loaded vertimly,App�ica6ilityoldasign parametara and pmperincoryoretlan of eompanent tsresponslb�lityof buiWing <br /> designnr-nol lruss dnslgner.Bracing shown Is forlatemi support_of indivlduol xrob membara anty.AddNlanal lemporary bradng ta tneure stabBitydudng conaWcUon <br /> [5 tho responsbil'ty o}�o eredor:Addilionel permanenl bmdng oflhe ovemll aWcture B Ihe m¢ponafh9ityal lho bullding desfgnec Furgannral guWance�egardfng <br /> ta6ricalian,quafltyconUol,storago,del'nery,erecllan and 6iadng,consull BC511-O6 from Ihe Wood Troea Councii of Amedco and Truss Plalo Inslilute Racommendatfon eve➢ablo <br /> from WTCA,6300 Enlerpdse LN,Mad�san,W153718 J:lvuppoAlMftekSuppNemplaleelufp.lpe <br />