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4 SEAS FOUND <br /> 'X ""ss°`13"ti"� 2 Pcs of I 3/4"x II 7/8"2.0E Parallam®PSL <br /> ti peamak6 8.05 Sema(Number.7002001601 <br /> User 2 62410311,3033 AM <br /> Pagel Engine vension:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1 41 <br /> 14' <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(psf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Floor(1.00) 210.0 79.0 0 To 14' Adds To <br /> (1) Point(Ibs) Roof(1.25) 0 4439 3" - <br /> (1) Point(lbs) Roof(1.25) 0 2934 13'9" - <br /> -(1)Analysis assumes loads 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 may. Downward acting point loads are included in the reported SUPPORT(S) <br /> reactions_ 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(Ibs) Detail Other <br /> Width Length Live/Dead/Upfft(Total <br /> 1 Wood column 5.50" 5.50" 1750/518810/6938 L5 None <br /> 2 Wood column 5.50" 5.50" 1750/3683/0/5433 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):15 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 2380 -1982 8035 Passed(25%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 7933 7933 19902 Passed(40%) MID Span 1 under Floor loading <br /> Live Load Deli(in) 0.197 0.333 Passed(11811) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.282 0667 Passed(0568) MID Span 1 under Floor loading <br /> -uenection Criteria:STANDARD(LL:U480,TLL240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 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 /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VlSI.COM <br /> Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business <br /> Pare/lame is a registered trademark of Trus Joist. <br />