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�f� � 2052�i DCER WDW <br /> �..�� <br /> T�g ig c„Q���ry��0$7� 2 Pcs of 1 3!4" x 91/2" 2.OE Parallam�PSL <br /> "�� ����15� THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> P�e 1 E�kre Vmsiac 1.185 <br /> CONTROLS FOR THE APPLtGATION A(dD LOADS LISTED <br /> 0 � <br /> A �.�_ � <br /> Rros�►rct i�r�»is conce�ri�. <br /> LOADS: <br /> Analys�ks for a Drop Beam AAember. Tnbutary L�d Width:1' <br /> Pr�riaty Laad Group-Residengai-L'ntirt�Areas(p.sf):40.0 Live at 100%��ation,15.0 Dead <br /> �lert�Loaals: <br /> Type Class Lhre Dead Location AppNcation Comment <br /> Unifarm(ptfl Fluor(1.00) 320.0 120.0 0 To 8'6" Adds To <br /> Point(IP�s) Floor{1.00) 4 2947 3" - <br /> Po's��) Floor(1.00) 0 7479 S'3" - <br /> SUPPORTS• <br /> Input Bea�ing Yerticai ReacNons(Ibsj Detail Other <br /> Vldidth Lengd� LivelDeadfUpliitlTotal <br /> 1 W�d c�lumn 5.25" 1.94" 1530/3565/0/5095 LS fdone <br /> 2 Wood column 5.25° 3.6T' 9530/8097/0/9627 L5 None <br /> -See TJ SPECIFIER'S!BUlLDERS GUIDE far defafl{s):L5 <br /> DESIGN CONTROLS: <br /> Maxfm�n D�ign Control Cotrirol Location <br /> Shear(�) 9 990 -1527 6428 Passed(24�) Rt end Span 1 urrder Floor losding <br /> AAorrtent(Ft-Lbs) 3918 391 S 13057 Passed(30°!0) MID Span 1 under Fl�r load'mg <br /> Uve L�d De�l(�) 0.072 8262 Passed�) 0lUD Spart 1 under Floa'�g <br /> T�al Load Defl('in) 0.901 0.394 P�ssed(U935) Mt�Span 9 under F�or to�ing <br /> -0eflec�on Crttteria:Specified(LL:LJ360,TL:Lf240). <br /> -Bracing(Lu):Alt compressian edges(top and bottiom)must be braced at 8'6"a�c unless dehalled othe�auise. Proper attachrr�nt and pcsi6oning of latera! <br /> bracing�required to achisve m�r►ber stabiliiy. <br /> aaoEr�oaa�wores- <br /> dMPORTANT! The enalysis presented�autput from saftu�rare��r Ttus Jo�t(TJ). TJ watrar►ts tt►e sl�ng of its produc�tsy Utis software vudl be <br /> ac�r�lt��accordartce with TJ��ud design cxi�ia and cwc�acce�ed d�valt�. Ttte s�ific Rrodud�plicat��n,inRut d�ign ia�.and <br /> sfiated ditr�enst�s have been provided hy the sdiuvare use�^. Thi�output has nat been�by a TJ Asso�ate. <br /> -Not all produds are read�y aval�ble. Che.ck vutth your suppAer or TJ t�hn'u;al repr�entative for product awailab�'iiy. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS OAILY! PRQQUCT SUBSTITUTIQN VOlDS TFIIS ANALYSIS. <br /> a�ltaroable Sh�ess D��n methodolo�y w�t�sed for Build�g Code UBC ana9y�r�g 1t�e TJ Dish�ution product f�above. <br /> -Wa�e:S�TJ SPECFFIER`S/BUtLDER'S GUIflES f�rrwit�plyr c�nnedton. <br /> PROJECT INPORMATION: OPERATOR IN�ORMATION: <br /> Teay Mikkelson <br /> dfP Rlannin9�ign <br /> 9100 l�itirrtare st rte <br /> suite 1� <br /> blaine,MPI 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> dfpptanningdesign@visLc�n <br /> Cogyright �2009 by Trus Joiet, a Weyerhaeuser Business <br /> Parallar�is a regiatered trademark of Trus Joiat. <br />