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�- � � �� � �� <br /> r��-"�.,,� £� � ��1�"'IA�� �� <br /> � � 202388 LIV RM WDW U�� ���� <br /> �� ������� .� .� <br /> � T,LBeam(lM}6.05SenalNum�����;�;� 2 Pcs of 1 3/4 x 9 1!2 2.OE Parallam0 PSL <br /> User.2 3f14/03 82528 AM <br /> Pagei EngineYersion:1.5.12 THIS PRODUCT MEETS OR EXCEED�THE SET DESIGN <br /> CONTROLS FOR THE APPLlCATIQN AND LOADS LISTED <br /> � � <br /> � � <br /> a �.,�.,^ <br /> Pr oduxt Diagrart�is�'o�nse�ftual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load WMth:1' <br /> Primary Load Group-Residential-Living Areas(psf�:4Q.0 Live at 1 QO 96 duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(ptfl Fbw(1.00) 280.0 1�5.0 0 To 8'4" Adds To <br /> (1) Poir�tQbs) Roof(125) 0 4290 3" - <br /> -(1)Anatysis assumes ioads are passed through to support: S�cient strength futl depth blocking,rim ar squash blocks are required at support(s):1 The <br /> accessories shown,at the diagram above,have NOT been checked for ca�city. Downward ac#ing point loads are included in the reported SUPPORT{S) <br /> reactions. These are the r�ctions associated with the highest coefficier�t of duration and may not be the most CRITICAL case when designi�the <br /> supporting member below. <br /> SUPPORTS: <br /> {nput Bea�ing Vertfcal Reactions(lbs) Detail Other <br /> Width Length LivelQeadNpliftPtotal <br /> 1 Wood column 3.50" 3.50" 1333/4833/0/6167 L5 None <br /> 2 Wood column 3.50" 3_50" t333/543 1 0 J 1877 L5 None <br /> -See TJ SPECiFtER'S f BUfLDERS GUIDE for detail(s):l5 <br /> DESIGN CONTROLS: <br /> Maximum Design Corrtrol Cotrtrol Location <br /> Shear(Ibs) 1802 -1389 6428 Passed(22%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs} 3603 3603 13Q57 Passed(28%} MID Span 1 under Floor loadirx,� <br /> Live Load Defl(in) 0.068 Q.267 Passed(t1999+) MtD Span 1 under Floor loading <br /> Total Load Defl(in) 0.095 0.400 Passed(LI�J99+) M1D Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:Ll360,TL:L240}. <br /> -Bracing(Lu):A11 compression edges(top ar�d bottomj must be braced at 2'8"o%unless detailed othervvise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stabitity. <br /> PROJECT INFORMATfON: OPERATOR lNFORMATION: <br /> TERRY MIKKELSQN <br /> DFP PLANNING&DESIGN <br /> 91C10 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fau :763-780-8015 <br /> DFPPLANNlIdGDESIGN�VISLCOM <br /> Copyright 9 2007. by Trus Joist, a Weyechaeuser Business <br /> Parallam� is a registered trademark of Trus Joist. <br />