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� 2Q52b'3 THEATRE <br /> � � <br /> T��,B�r,,,�,.�� 3 Pcs of 1 3!4" x 11 7/8" 2.OE Paraliam� PSL <br /> �; ��=���.�� TliIS PRODUCT MEETS OR EXCEEDS THE SET DESIGId <br /> COIVTROLS FOR THE APPLICATIAN AWD LOADS L.ISTED <br /> � '� <br /> a i5'9�a ` <br /> Ptodtttt D�a�am is Concepit�. <br /> �oaus• <br /> Analys��for a Header(Flush Beam)AAem6er. Tn'butary Lo�#Wic4th:1' <br /> Primary Loacf Group-Res�dential-Living Areas{ps�:40.0 Live at 100°�duration,15.0 Dead <br /> Vertical L�: <br /> Type Cfass Live Dead Locet4on Apptication CommeM <br /> Unifartr�(pI� Floor(9.00} 50.0 20.0 0 To 15'10° Adds To <br /> Poin#(�sj Ftoor(1.�) 0 5128 2' - <br /> supPORrs: <br /> Input Be-a�irtg Vertical Reactlorts(It�) Detau'I Otl�r <br /> Widdt Length LiveJDeadNpUR/Total <br /> 1 Wood cfllumn 5.25" 1.50" 712!4989/0/5700 L1:Bla�cing 1 Pty 1 3J4"x 11 7J8"2.OE ParaNamOal PSL <br /> 2 Pta�e on masonry n�rafl 5.50" 1.50" T13 i 1002/0/1715 A3:Rim Bosrd 1 Ply 1 1/4"x 11 7!8"O.SE TJ-Strand R§rt Bo8rd49 <br /> �See TJ SPECfFIER`S/BUILDERS GUiDE for deiail{s�:L1_Blxking,A3:Ran Board <br /> DESIGtd CONTROLS: <br /> AAaxim�n Design CanVal Corrtrol Locatiop <br /> $hear{�s) 5655 5494 12053 PassBd(46°!0) Lt�►d Spart 1 URdeI'FIoOr lo�ing <br /> (�am�t{Ft-!�s) 9616 961fi 29854 Passed(32%) MID Spart 1 under FI�'I�ng <br /> live Load Defl(in) 0.078 0.380 Passed(U989+) MID Span 1 under Floor{oading <br /> Total Load Defl(in) 0281 0.380 Passed(U649) AAID Span 1 unt�a'Fl�r loading <br /> -0efleation Criteria S�(LL:U48Q,TL:U48U)_ <br /> -Bracing¢u):Ap corr�x�ssion�ges(taP and battom)must�braced at 10'6°cdc unless detailed othenroise. Pro�r attachmerst and�i&onir�of 4aleral <br /> brett;ing is�equired b ac�tieve rr�er siab�"ity. <br /> ADDiT10afAL N�TES• <br /> -IMPORTANT! The analys�pre.asnted is output from software developed by Trus Joist(TJ). TJ warraMs the sizh►g of its products by��safMrare vuifl be <br /> accorrqol�hed�atxardance wlth TJ product design criteria and cade acx�pied design values. The spe�c product a�t'tcallon�input desi9n l�,and <br /> stated dur�nsiuns have been provid�by the saftwrare us�_ Thi�ou�ut has not been rev�ua�by a TJ Assoaate. <br /> -Not a!I produc�are aeadily availab[e. Check v�your sup�sfter or TJ tecltrtical eepreserttaWe far product availabillty. <br /> THIS ANALYSIS FOR TRUS JQfST PRODUCTS ORlLYt PRODUCT SUBSTITUTION VOlDS THIS ANALYSIS. <br /> -�►►Nrnxable Sfress D�ic�t rt�th�ato�I v�used f�Bu�dmg Code UBC ana{�ri�rtg Nte TJ D'�strtbutian product�above. <br /> -Note:See TJ SPECIFIER'S/BUIlDER'S GUtDES for multiple phr connection. <br /> PROJECT lNFORMATIOM: OPERATOR INFOf�AlIATION: <br /> T�rry M�Ckelson <br /> �R��►9�� <br /> 9100 baltimore st ne <br /> suite 106 <br /> b�irte,�fIN 55449 <br /> Phane:76�78U-80Q4 <br /> F�c :763-780-8015 <br /> �PP��►��@�-� <br /> Copyright m 2004 hy Trus Joist, a Weyerhaeuser Business <br /> Paralla� is a registered tradema=k of Trus Joist. <br />