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�� � 2�2�i G�IR DR <br /> � <br /> ,.,,.�,6.18�,�,.�� 3 Pcs of 9 3/4" x 14" 2.OE Parallam�PSL <br /> �, ��:�:�� <br /> �, ���.,g.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> C�IVTROLS FOR THE A6DPLIC14TION ARlD LO�DS LISTED <br /> �eat�et S4op�e:�U�92 Roof�lope�i9� <br /> � <br /> b �p' 1 <br /> AD�i�ate iuniz�untal. Prodttc�a[Ha��n�Conce�tat. <br /> LOADS: <br /> dlrtatysis is far a Drop Beam Me�r�ar. Tr�tda►y Lo�WidHt:1' <br /> Prir�ryi L�!Group-Roof(psfj:4�.0 Live at 125°�du�aUon,15.0 D�td <br /> Ve►tfical Loads: <br /> Typ� Ci�ss Llve Dead Locatian Apg�llcatton Commerrt <br /> Unifom�pl� Rcof(9 25) 583.8 222.0 0 To 12' A�ls To <br /> Uni#'om�(pf� Roof(9.25) 233.0 �7.0 12'To 1 T Adds To <br /> Paint(�) Roof(1.25) 0 3763 12'3" - <br /> SUPP�R'fS• <br /> Input BearFng Vertical Re�tiores(Ibs) Dete� Other <br /> 1Mdth Ler►gth Live/aeadNpli�/To�l <br /> 1 W�cotumn 5.25" 2.10" 5939/3139�0!8278 L1:Blocfcing 1 Ply 1 3/4°x 14°2.QE Parailarr�PSL <br /> 2 W�c�tumn 5.25" 2.OSa 3822/4368/0/8191 L1:Bloddng 1 Ply 1 3/4"x 94"2.OE ParaBarrt�PSL <br /> -S�e TJ SPECIFtER'S!BUfLDERS C�lfDE for�s}_L9:B�cfr�g <br /> D�IGRI COW7ROLS- <br /> flfiaxtmtun De�I�n Cor�ol Cor�frol L�on <br /> Shear(I�) -8066 -7552 17763 Passed(43°k} Rt end Spen 1 under Reaf lo�img <br /> AAorr�ttt(Ft-L6&} 35825 5�25 50928 Fassed(70%) MID 5pan i urtder Roof I�irtg <br /> Live L.o�f Def�(in) 0.412 0.546 P�ecl(L147� MID Sp�an t um�'Roof�tg <br /> Tv�i load Defl(�) 0.777 0.899 P�(U253) AAtD Span 1 unt�r R�f load'Irtg <br /> -De4l�tion Criteria:Speci�ed(LL:U360.TL:U24d). <br /> -Bracing(Luj:M cxrr�tan e.dges(�and bottom)►�st toe brac�d at 9'1"o/c unless de�iled oUteav�e. P�r attachtr�t and positianing af�eral <br /> brac�ng is required to�hfeve r�nber stabtiity. <br /> -Design�surt�s�ate continuous�teral sup�Ort of the compr+ession�. <br /> �►DWTIONAL I�TES• <br /> -IMPORTA{V'T! The snaiys'ss pr�be�i�oulput from softwrare develop�by Tn�Joist(TJ). TJ uvarranfs�►e s�g ofi�s praduc�by tltis software vvip b� <br /> accomp�hed in acaord�nce vufth TJ produd design�and cade� d��n value.s. The sPeciftc Produa a�Hc�On,�nw,t�n�,and <br /> sffited�sions have bean provided by the software us�: This ou�ut has not b�reerievwed by a TJ�te. <br /> -R!�afl produds are r�availabls. Chedc w�h your suppl�r�TJ�rtic�di repr�tative tar pr+uducY availatsi6ty. <br /> TMIS ANALYSIS FOR TRUS JOIST PRODUCTS ONI.YI PRODUCT SUBSTITEJTIOM VOIQS THIS ANALYSIS. <br /> �Sbess D�ign rt�todalogy�u�for Su�g Coc�UBC anaiyztng�TJ�praduct 1�sbrnre. <br /> -No�:Se.e TJ SPECIFIER'S/BUILDER'S GlllDES far nwlti�e p(y cxinnedian. <br /> PROJECT IW�ORII�ATIOM: OPERATO�t INfORMATION: <br /> Terry �ttddcetsen <br /> �P P��9�� <br /> 9100 F�IHmore st� <br /> suite 106 <br /> blaine,MM 55449 <br /> Phone:783-7�-8� <br /> Faac :763-78a-SQ15 <br /> '.�rt <br /> Copyrigbt� 2009 by Rrne Joist, a weyerhaevser Husiness <br /> paralla� is a registered trada�azk of Trus Joiat. <br />