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202198 REAR ENTRY <br /> T.LBea c"U12 say,;Nwn .7, ,m 2 Pcs of 1314!1 x 11718** 2.0E Parallam® PSL <br /> Use.2 en M 4:1218 PM <br /> PW1 Swinevemion:121 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> F_ <br /> 'o 1o,6„ <br /> Product Dingrai n is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:l' <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 /> Unikxm(plf) Floor(1.00) 370.0 139.0 0 To 10'6" Adds To <br /> Uniform(plf) Roof(125) 60.0 23.0 0 To 10'6' Adds To <br /> Unifbrm(pIf) Roof(1.25) 370.0 259.0 0 To 10'6' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Ply Depth Nailing Detail Other <br /> Width Length LWDead1UpIWrotal Depth <br /> 1 Microllam LVL beam 3.50" Hanger 440112352/0/6754 1 14.00" WA HI:Top Mount Hanger None <br /> 2 Wood column 5.25' 5.25" 441912362/016781 WA WA N/A L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Top Mount Hanger,L5 <br /> HANGERS:Simpson Strona-Tie®Connectors <br /> Support Model Slope Skew Reverse Top Flange Top Flange Support Wood <br /> Flanges Offset Slope Species <br /> 1 Top Mount Hanger GLTV3.511 0/12 0 WA No 0 WA <br /> -Nailing for Support 1: Face:6-16d,Top 4-16d,Member.6-16d <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 6378 5102 10044 Passed(51%) U.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 15778 15778 24878 Passed(63%) MID Span 1 under Roof loading <br /> Live Load Deft(in) 0.214 0.247 Passed(L1555) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.328 0.495 Passed(L062) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/480JI-1240). <br /> -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"o%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:651 436-6889 <br /> Fax :651408-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright C 2001 by Trus Joist, a Weyerhaeuser Business <br /> Yarallam®and Hicrollam* are registered trademarks of Trus Joist. <br /> Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. <br />