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�j� � 205ZCi REC RM ATRtUM DR <br /> �� <br /> 0 T�8.,8�,�„�'7�,� 2 Pcs of 7 3/4" x 91/2" 2.OE Parailam� PSL <br /> �� E��,:';,� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> COIdTROLS FOR THE APPLICA4TiOW AND LOADS LISTED <br /> � <br /> � a� 1 <br /> d R <br /> Pf4�1�[V��lll�O�d�ICC�TIi��}. <br /> LOADS: <br /> Analysis is far a Drop Beam Member. Tn'butary Load W�ith:1' <br /> Pfinary Lv�i Group-Residen�al-Lia�ng Areas(psf):40.0 Live at 1�0°lo dura�on,15.0 Qead <br /> Verticxi Loa�s: <br /> Type Ciass Live Dead Location Appiication Commerrt <br /> Unifwm(pff} Floor(1.00y 280.0 105.0 0 To T Adds To <br /> Point(It�s) Floor(1.00) 0 7496 6'9" - <br /> SUPPORTS: <br /> tr�put e�arir�g ver6ca�Reactiar�(m�) u�i1 ot�er <br /> YVtdtii Length Live/DeadNpNftlTota! <br /> 1 Wood c�lumn 525" 1.50" 1120 J 456/0/1576 L5 None <br /> 2 Waod columrt 525" 3.46" 1120/7952/0/9072 L5 Nane <br /> -See TJ SPECIFIER'S/BUILDERS GU{DE far detail(s}:L5 <br /> DESIGI�CONTROLS: <br /> I4�aximum Design Corrtrol Co�rtrol Locatlon <br /> Shear(i�) 1436 -1023 6428 Passed(16%) Rt end S�n 1 under Fl�r loadirtg <br /> AAOmept(Ft-Lbs) 22$8 ?288 13057 Passed(18°/a) MID Spar11 ursder FIooT laed�ty <br /> Live laad Qefl(in) 0_029 0.213 Pass�l(�J999+) MID Span 1 under Floor I�ing <br /> To1�1 Laad D�1(in) 0_Q41 0.319 P�sed(U999+) MID S�n 1 under Fbor lo�irtg <br /> -Deflect[on Criteria:Spe�Ll:IJ360,TL:L/240). <br /> -Bracing{Lu}:All campr�sian�(top and bottam)must be braced�T dc unl�s detailed otherwise. Praper atEachrnent and�sitioning of�tersl tuacing <br /> is r�uired to achie�►e rr�ernber stabiTdy. <br /> ADDITIONAL NOTES: <br /> -lMPORTANT! The ana{ys�presenbed is�tput fr�n sofl�var�e develop�i by Tr�Jo�t(TJ). TJ warrants the s�g of its producis by tlt�soRwa[e vuiU be <br /> �cotr�lisfted in acxar�v+r�TJ produc�design cr��and code a�pt� d�gn va�ues. The s�ic Pr�ud�a�Caticn�u�Put d�9n�aads.and <br /> s�dmiensions have been prrnrided by the saftware user. Th�output h�not be�n revie�d by a TJ Associate. <br /> -Not aN produds are readily ava�ble. Chedc with your suppHer or TJ technical r�epreser�tive for prrodud availability. <br /> THtS ANALYSIS FOR TRUS JOiST PRODUCTS ONLY! PRODUCT SUBSTiTUTIOM VOIDS TtiIS ANALYSIS. <br /> �le stress o�n m�oaol«3Y was used r�r Bu�g code uec anagran9 tl�e r�a�ib�,tion Rroau�t I�d�ove_ <br /> -�tote:S�TJ SPECIFIER'S/BUILDER'S GUIDES for mut�le p!y connection. <br /> PROJECT IWFORMATtOb: OPERATOR INFORMATtON: <br /> Terry MBcltelson <br /> dFp p�nning c�sign <br /> 9100 baltimare st ne <br /> suite 1� <br /> bla�te.[dlRt 55449 <br /> Phone:763-780-80�4 <br /> F�c :763-78Q-8�15 <br /> dfPplanriirxJd�i�n�visi_c�n <br /> Copyright O 2004 by Trus Joist, a Weyerhaeuaer Suaineas <br /> Parallam� is a reglstered trademark of Trus Snist. <br />