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J�C �imss <br />J130}]30 �"-- <br />�m�WU Mnyten. Fhnq!on WA 9031]. Jme <br />ie.a-s <br />h <br />,� _ <br />� �.e � <br />JN55 TypO <br />..io.s <br />�-io e <br />pr9 1: <br />�Ply � Le�:e Mervry�20i0 <br />990 <br />�40.B <br />. � <br />_��\ <br />il`a�K <br />i e''� s <br />18 �-5 <br />-- 9&0 _ — --- — — . — .._ . , <br />�_— _—____-- —P&0 _--. _.____ <br />Plate4115e�5SX.Y1�...12.0-k9.Etl9e1 —,__.—_ ---_— ._-- — —_ -.----='__'_- �. <br />� — _— <br />LOADING(psQ SPACING 2-0-0 C& � DEFL m �loq UAell LJd PLATES GRIP <br />TCLL 25.0 Plales Inuease 1.15 TC 0.32 Vert�LL) -0.17 13 >653 240 MT20 185i1ae <br />TCDL 10.0 Lum�erincrease 1.15 BC 0.34 Veh(TL) -0.45 13 >250 180 <br />BCLI 00' RepStresslnrr Yes WH 000 Hors(TL) 001 d Na nla <br />�CDL B.0 I COCe IRC2009/TPI2007 (Matrix) Weip��: 231b FT =� 20'i�. <br />.—..1—'—__ _ .__ _ __"__ .. _—__ _ _.... _'— _ __- _ ___ '—'_ ---'_. . <br />LUMBER BRACING <br />TOP CHORD 2% 4 HF No2 TOP CHORD Strudural wootl sheat�ing Oirectly aDP�ictl or 6-0.0 oc purhns <br />COT CHORD 2% 4 HF No2 BOT CI IOR❑ Rigitl ceiling direcUy apPhetl ar 160.0 oc bre:ing <br />IE699Y] <br />S�e=��d% <br />REAC710NS �IOlsize) 5=374i45�8 (min.0-tA�.4=374165�8 �min.0�1-8) <br />Maz Hoa 5=-1911C 3) <br />Max UpliflS=-ID(LC 5), 4=ID�LC 6) <br />FORCES (Ib)- Max. Comp i�Aax. Ten -All lo�ces 250 �I�� or Iess excep! when shown. <br />TOPCHORD 1-2=50015 2.2J=500i52 <br />BOT CHORD 13-12l424 <br />NOTES <br />1 � Unbalancc-0 rool iive loatls �ave Ceen consitleretl �or this desi9n <br />2) WinO�. ASCE 7�05; 85mD�; TCDL=G Opsl, BC�L=4.Bps1. h=25Y,, Cat II. Fxp �, enclosed, IdNrRS �low�nscl gable end zone. wnlilever <br />letl antl ng�� eRposetl ; end Ve�ical letl and ri9ht exp05etl, Lumbcr DOL=1 33 plate gnp OOL=1 33 <br />3) This iruss has Geen desiynetl for a 10.0 psi bollom clior0 Ine loatl nonconwnent wtlh any o��er 6re loatls. <br />4)' Tnis Iruss has Oeen Eesigned tor a live IoaG ol 20.Opsi on the botlom choN in ell arcos w�ere a rectangle 3-601a11 Dy 2-40 witle w�'i <br />ht between lhe bottom chorC anC any ot�ef inembers. <br />5) PmviEe meUianical conneclioo (G� ot�ers) of Iruss lo bearing plale capaCle al withstenGing 1001L uplift al joi�l(s� 5. 4 <br />6) This Wss is Cesignea in eccortlance wAh t�e 20091nlemationel Resitlenlial Cotle sections R502.11.1 end RB02.10 2 ana rMerencea <br />stan0attl ANSIlTPI 1 <br />7�'Semi-rigi0 pitrh�reaks wil� 1ixeE heels" MemCer eno lixrty motlel was useC in the anatysis entl tlesign ol Nis liuss <br />LOA�CpSE�S) S�anOartl <br />WnRrLrv3. venry eoz9n c�ramtl<n nne rme nau on m�.: iruss oes�gn ois��.np ane incwoee o�� Pekrmce snm� Uev e}� t� eemre uu oesg� <br />vd'.iE I41 u3t xi1M1 MiTek CJnnK:p {�I.1;lf Of:�/ i��s OeS��� i5 �65l� YJy u'�]n Oaramfi[!s SI�Prn. WQ ii b� i� mUryqu�l Cutldinq coflbOnel� !y,`PI�fiLtlqy <br />olUf�pnpumMen�MD�apernrorponlwnc111iemmponeMisrtiponsidt�yo�W�q:nptlesg�e�aowrerollMlmsmanEinslalbi lzlttYreAini�rt <br />OeugnelqnuMwn on iMmN�l weG enC cnoN mempen ve N� wnqntaitn ouOLng orvY. nN bNulOmp L�CtlM Dnunp AOManal lempowry rtsinrN <br />maqoce� dounp �a �nwm qeo;ny emrg wnsinqron Is ��e reepomiquty c� me nsover /deciorul pertnanent EUN�np �law�ry Mrn0 0l R:a owoA 9rutlun <br />is ine �nry��smunv o� �^� �uamng Jevqnei or onner o� �ne �mssm :or p<nttai 9'+aance �epamuq aeo0� rosponUpoees.l�encatao, puaury wnw�. qoo3e. <br />em.,nry.< nia•anir<sl�omallo�aycen`��aungrccsu�tAN51�iPI1.D5��09anCEC6i(BvnOrtpCom{wnenl5alerylniormatan)�vaa�DieXml <br />I:L':tmwnxsCo�:a:ly«m _ . —. — __.—_-_ ._— _. . <br />a <br />a <br />�pSPl'H UF� <br />� wns� r <br />4�'P� if3.AT�'I' <br />May 2,2013 <br />� f <br />'.. f <br />L: : <br />CONSULTING::c: <br />