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��� � 2052Ci G�1R <br /> .�. <br /> �T,,.�8.,8��.�� 3 Pcs of 1 3/4" x 19 7/8" 2.OE Parallam�PSL <br /> �+ ���:& THIS PRODUCT lNEETS OR EXCEEDS THE SET DESIGN <br /> CONTRALS FOR THE APPLICATION AlVD L.�r4�S �I�TED <br /> t ��-1 <br /> � .��.�b ,� <br /> P�o�est D�gram is caucept�ea! <br /> �,AAD3: <br /> Analysis�for a Dr�Beam RAerr�er. 1'rbutary L�i Widt�:1' <br /> Prirrtary Lo�Group-Resid8ntiel-Livirtg A(e�(psf):40.0 Live at 100°!o dula�ot1.15.0 Qeed <br /> Ver�cel L�: <br /> Type Ciass Uve Qead LacaYfon &pptication Comment <br /> Unifartn{ptt� Ftoor(1.00) 200.0 75.0 0 To 10'6" Ad�To <br /> UniForm{p(F} Roof(�.25) 1�1_0 188_� 0 To G A�s To <br /> Pa�ttt{�j Roaf(725) 0 6242 8'3" - <br /> SUP�RT$' <br /> lnput Bearir� VeedCai R�acti�ns(�� DeYail Odter <br /> 1Rf'edth Leagth t.hoelDead/Up1i�R�i <br /> 1 UUood caturr� 5.25" 1.51" ZQ4.5 i 3884!0/5929 LQ:B�dcir�g 1 P�'13J4"x 71 7t�"2.DE P PS! <br /> 2 Wo�c:otumn 5.25" 1.57" �s55/4636/0/B191 L1:Bfodcing 9 Ply 1 3/4"x 11 7/8"2.OE Parallam�l PSL <br /> -See TJ SPECIFlER`S/BUIL�ERS GUIDE for dstait(s):L1:Bt�JciRtg <br /> DESIGN CON'�ROLS: <br /> Maximt�n Qe�ign Cor�trol Con6'ol Loca9�on <br /> Strear(�) -8081 -5397 12053 Passed(�F5%) Rt end Span 1 ur�'Pbor taading <br /> RAors�nt(FY-L�) 21236 2�75 29854 P�sed(67%) �ID S�1 ur�F�r loadirtg <br /> LNta L�Dafl('m) d.059 0.329 P�(U999+) MID S�9 under R�f loadmg <br /> Total Laad D�I(in) o.�o o.asa P�sed�u45s� ��Q span�under Roor� <br /> -Qefl�tian Criter'ra:S�ified{LL•U38Q�TL'U240)- <br /> -B�81w)�����(��d bo�rn)rrp.�st 6e htmoed at 10'6"dc unle�a�tat'!ed aitt8rmr'se. Proper attachment and�fig of t�erat <br /> bt�cGtg�required to achieve rr�r�r stabftity. <br /> ADDITIONAL NOTES• <br /> -IAAPORTANT! Ttte analysis pr�ent�c!is otttput fr�n�devetoped by T�s JoiSt(TJ}. TJ mr�rranPs the s6zing af i�produc�by th�soRwar+e troro71!x <br /> �hEd'e�acxordan�with TJ pratut�dsss�n cx�ia a�i c:ode� desi�valttes. Th8 s�c3�c Pr�nd a�pp�tiOn,input design loads.and <br /> sta@�i�iorrs F�e been prov�ed by ft�e s�at�e us�. Th1s uuf�wt t�trot�r�svi�trj/a TJ Ass�e. <br /> -Nat all P►oc�uct�are r�lilyY available. Chedc with your suppi�r�TJ�nkal repr�entaUve for produs�availabNity. <br /> THiS ANALYSIS FOR'FRUS JOIST PRQDUCTS ONLYI PRODUCT SUBSTtTUT10N VOIDS THIS ANALYSIS. <br /> �1ltowa6te Stress DBs� �usad fa Bu�rtg C�e UBC�g tl�e TJ D�tion�'od�t��abatire. <br /> -N�e:See TJ SpECIFiER'S/BUILDER`S C�1lD�S f�mul6p�p�►c�nedian. <br /> PROJECT INEORMATION: OPEL4l�TOR OMFOlt41AATlOPI: <br /> Terry Madce�on <br /> �P P���9��9� <br /> 9100�e st rte <br /> sui�e 106 <br /> �,MPt 55449 <br /> Phone:76�7�0-8iJ04 <br /> Fax :763-780$Q15 <br /> df�iann(rtgdesign(�visi.carn <br /> Copyright�2004 by Trus Joist, a BTeyerhaeusar 6us3ccese <br /> Paraliam� is a registered trademark of Trvs Joist. <br />