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!�'j� �- 2oszss e�►rH wovv <br /> T�e.,g�, "��"��,� 2 Pcs of 1 3/4" x 9112" 2.OE Parail�m(s�PSL <br /> Us�:1 8P1ZI2405 7127:17 AM <br /> �, �d�,.,e.5 THIS PRODUCT �AEETS OR EXGEEOS TIiE SET DESIGN <br /> CON7'RAL� FOR THE APPL.IC/4TiOR1 l0►N� l.OADS L.I�►TED <br /> ldleta�ret�lo�e:�ri2 Root�1op�e�:9F <br /> �g•�e_.__�, <br /> ,U�ne�sions are horiza�ut�l. Praduct D�am is�Conee�►ral. <br /> LOADS: <br /> Analysis�tor a Drop Bea►rt Member. Tr�ry Loaci W�:9' <br /> Pr'vnery Loed Gratp-Roaf(pst�:4U.0 Ltve 8t 125%dur�iaat,15.0[�ad <br /> V�laa�ls: <br /> Type Class Live Qead Loc�tion Applicatton Commen¢ <br /> Uniforrn(� Roof(125) 65D.0 244.0 0 To 2'9' �To <br /> Unifolm(pl� R�f(125) 180.0 68.0 2'S"To 3'6" Adds 70 <br /> Paint(t�} Raof(9 25} 0 8481 2'8" - <br /> SU�RTS: <br /> lnpert 8earing Vertica!Reactimr�(ibs) DetaEf Oth�r <br /> Yl�th Lertgth Live/QeadNpliitlTotal <br /> 1 Waod column 5.25" 1.50" 1192/1452!012644 L1:Blodcing 1 Ply 1 3/4"x 91/2"2.OE Paraflarrt�PSL <br /> 2 Wood column 5.25" 2.56" 871/5840/0/6714 L1:Blocking 4 PIy 1 3/�"x 91/'L'Z.OE Parafiarr�PSL <br /> -S�TJ SPECIFlER'S/BUILDERS GUtDE f�d�s):L1:Bl�lti►tg <br /> DESlGN�NTROL�• <br /> RAaximwn Des9gn Control Cantroi Locatlon <br /> Shear(tbs) �613 -9718 5786 P�(30%) Rt end Span 1 un�[?�d loading <br /> Mament(F�tbs} 2863 2533 11751 Passed(22°�) RAID Span 1 un�Dead laading <br /> t�ve L�D�I(in) O.OU4 0.� Pas�d(L/899+) �A{D Spen 9 under Roaf to�ad�tg <br /> Total Lo�l�i(in} 0.018 0.l44 P�(L�9.9+j MID Sp�9 undEr R�f l��g <br /> -Dsflec�on Criteria:Sp�ified(LL:Lf380,TL:1J240). <br /> -Br�ng(Lu):Aq cromPr�ion ed,qes(Uop and bottcrn)rrpist be braoed at 3'6"otc uN�s detailed otheror�e. Proper attachrr�r►t and pasitioning�F lafieral <br /> br�rtg�requ€�ed to achie�re rtsember st�y. <br /> -�i�n�urr�adequate oor►tinuat�lateral supp�t of the c�r�prassion edge. <br /> nDomc}�►�.No�s: <br /> -lMR�tTAWTt The artet�►s�pr�ented is oufput trom soRwane devel�ped by Trus Joist(T.I). TJ wartan�the sizing of i�pnoduc�s by th�;s4ftware u�l be <br /> �lished in accoNan�vuitl�TJ produd design ixiteria and code accep�ed c�ign values. The spe�c R�oduct aFF�,�P����•�d <br /> stat�dim�r�sians have b�n provideci by the sofivaare us�r. Th�output h�not�revlewed by a TJ�4ssociaie. <br /> -Fdot�pr�,c�s ar�e r�luy evatlabte. cnedc r�tl,yau supplier or TJ�nnical representative for producc a,�iGiyr. <br /> THIS NdALYSIS FOR TRUS JOIST P1tODUCTS ONLYt PROI}t1CT SUBST{TU710N VOIDS THIS ANALYSIS. <br /> -RJtourabte Sfi'ess l?�u�t�togy v�t�d fa'Bu�g Gode UBC analyz�g the TJ D��produt�f�ed a6ove. <br /> -NoAe:See TJ SRECIFiER'S!BUILDER'S GUIDES f�multiple ply c�nnecUan. <br /> PROJECT iNFORMATtON: OPERATOR INFOIiMAT10N: <br /> T�ry M�Cketsan <br /> �P P��9�� <br /> 9100�st r►e <br /> sui�1� <br /> atatne,MN 55449 <br /> Phone:76�780-8004 <br /> Fax :763-78Q-8016 <br /> dtpplann�g�,s�vbsi.c�om <br /> Cappright 0 2004 by Trus Soist, a weyerhaeuser Busiaess <br /> Parallams� is a reqiatered trad�ark of Rrus Joi�C. <br />