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'r�4?�� 202198 FOYER <br /> T.LBe-1<M)&M s1 W Nu.70020016M 2 PCs of 1 314!' x 91/2" 2.0E Paral lam® PSL <br /> User.2 611102&'37:02 PM <br /> Peye1 EVineVenbn:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1 2 <br /> 0 1r 9.. L <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(pef):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br />. + Untform(plf) Floor(1.00) 64.0 24.0 0 To 13 9" Adds To <br /> (1) Point(ibs) Roof(1275) 0 9058 3" - <br /> Point(Ibs) Floor(1.00) 0 1284 V - <br /> -(1)Analysis assumes toads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):1 The <br /> accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) <br /> reeotions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the <br /> supporting member below. <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Detail Other <br /> Width Length LlvdDead/UpliR/Total <br /> 1 Wood column 5.25' 5.25" 723110135/0/10857 L1:Blocking Custom Blocking <br /> 2 Mkrollam LVL beam 3.50" 3.5(" 707188610/1594 Al:Blocking 1 Ply 13/4"2.0E ParallarnS PSL <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L1:BloddngAl:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 1751 1611 6428 Passed(25%) U.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 7481 7481 13057 Passed(57%) MID Span 1 under Floor loading <br /> Live Load Deli(in) 0.153 0.3332 Passed(L/999+) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.449 0.664 Passed(L/.355) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:L/240). <br /> -Braing(Lu):All compression edges(top and bottom)must be braced at 2 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:651 X364MM <br /> Fax :6514538-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam0 and Microllam®are registered trademarks of Trus Joist. <br />