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• 2021 <br /> J 96 F/PLACE <br /> .I�4r / <br /> T.LBSm(rM)6.02 ';�7 ,eO, 3 PCs of 13/4" x 117/8" 2.0E Parallam® PSL <br /> User.2 6n1102225:90 PM <br /> Paoe1 &Vinevemian:1.11 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Product Di@gam is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:V <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 /> . + UnhWm(plf) Roof(1.25) 80.0 30.0 0 To 13' Adds To <br /> Unftm(pif) Roof(1.25) 460.0 293.0 0 To 96" Adds To <br /> Uniform(plf) Roof(1.25) 460.0 293.0 173"To 13' Adds To <br /> Point(In) Roof(1.25) 0 1054 9 6" - <br /> Point(Ibs) Roof(1.25) 0 1054 17 3" - <br /> (1) Point() Roof(125) 0 9058 179" - <br /> -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):2 The <br /> accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point keds are included in the reported SUPPORT(S) <br /> reactions. These are the reactions associated with the highest coefficient of duration and may riot be the most CRITICAL lose when designing the <br /> supporting member below. <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 5.25" 5.25" 358512514/0/6099 L5 None <br /> 2 Wood column 5.25" 5.25" 2690/12493/0/15183 L1:Bkx*jng Custom Bkx:king , <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5,L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -5832 4761 15066 Passed(32%) Lt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 17979 17979 37317 Passed(48%) MID Span 1 under Roof loading <br /> Live Load Defi(in) 0.203 0.412 Passed(U733) MID Span 1 under Roof loading <br /> Total Load Deft(in) 0.370 0.619 Passed(U401) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L240). <br /> -Bracng(Lu):All compression edges(top and bottom)must be braced at 7 S"ok 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:651-63646889 <br /> Fax :6514338-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam0 is a registered trademark of Trus Joist. <br />