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�,��j�. � 206231 GAR WDW <br /> TJ-Bearn�6.20SerialNu"m��4��'as'"s` 2 Pcs of 9 3/4" x 9 1/2" 2.OE Parallam� PSL <br /> User.1 fi116l2006 3:40:05 PA1 <br /> - P�, EngineYersion:6.24.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LiSTED <br /> h+lembei Slo�>e:012 P.00f Slope6l? <br /> n. .n <br /> . , , <br /> � <br /> 6 7' 1 <br /> AB ciimensions.0 e ho�izwitaL P�ock�ct Diacp�in is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Graup-Roof(ps�:40.Q Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Lacation Application Comment <br /> Uniform(pt� Roof(125) 580.0 218.0 0 To 1' Adds To <br /> Un'rform(plfl Ftoor(1.00) 320.0 120.0 0 To 1' Adds To <br /> Unifortn(pl� Floor(1.OQ) 180.0 68.0 1'To 6' Adds To <br /> Uniform(plfl Roof(1.25} 580.0 218.0 6'To 7' Adds To <br /> Unrfortn(plf� Floor(1.00) 320.0 120.0 6'To T Adds To <br /> Pant(Ibs) Roof(1.25) 0 500a 1'3" - <br /> Pant(Ibs) Roof(1.25) 0 5000 5'9" - <br /> SUPPORTS: <br /> Input Bearirrg Vertical Reactions(Ibs) Detai! Other <br /> Vlydth Length Live/DeadNplifUTotal <br /> 1 Wood column 5.25" 2.70" 1490/5597/0!7087 L1:Blocking 1 Ply 1 3/4"x 9 1!2"2.OE Parallarn�7 PSL <br /> 2 Wood column 525" 2.70" 1490/5597!0/7087 L1:Blocking 1 Ply 1 3/4"x 91/2"2.OE Parallarr�PSL <br /> -See TJ SPECIFIER'S!BUILDERS GUIDE for detail(s):L1:Btocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control CoMrol Locatio� <br /> Shear(Ibs) 6680 5212 5786 Passed(90%) Lt end Span 1 under Dead loading <br /> Moment(Ft-lbs) 6514 6173 13057 Passed(47%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.024 0.213 Passed(U999+) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.130 0.319 Passed(U589) MID Span 1 under Roof loading <br /> -Deflection Criteria:Spec�ed(LL:U360,TL•U240). <br /> -Bracing(Lu):All compression edges(top and bottan)must be braced at 7'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing <br /> is required to achieve mernber stabifit�r. <br /> -Qesign assumes adequate con6nuous lateral support of the canpression edge. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> Terry Mikkelson <br /> dfp planning design <br /> 9100 battimore st.ne <br /> suite 106 <br /> blaine,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> dfpplanningdesignQvisi.com <br /> Copyright c;� 2005 by Tru3 .7oist, a Weyerhaeuser Husiness <br /> Parallamc� is a registered trademark of Trus Joist. <br />