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j 0*62 202198 PORCH LEFT <br /> Tiamarnm&02SwW'N��7�,OM 2 PCs of 13/4!* x 16" 2.0E ParallamQD PSL <br /> Uaar 2 enlaz 3:saze PM <br /> Page ftine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> OrefaS Numitsiorc IC <br /> ® 0 <br /> ii 4 3- E i r 9" ' <br /> Product Dram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Fkish 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 Lands: <br /> Type Class Live Dead Locatbn Application Comment <br /> Uniform(pit) Roof(1.25) 110.0 41.0 0 To 14' Adds To <br /> Uniform(plf) Floor(1.00) 280.0 109.0 0 To 14' Adds To <br /> Uniform(ptf) Roof(1.25) 290.0 229.0 0 To 14' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Ply Depth Nailing Detall Other <br /> Width Length Live/Dead/UplMrotal Depth <br /> 1 Microllarn LVL beam 5.25" Hanger 1206/77/-%2/1284 1 14.00" WA H1:Top Mount Hanger None <br /> 2 Microlam LVL beam 5.25" 5.25" 7009/395110/10959 WA WA WA B3 None <br /> 3 Micro lam LVL beam 5.25" Hanger 3104/1733/014837 1 16.00" WA H1:Top Mount Hanger None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Top Mount Hanger,B3 <br /> HANGERS:Simpson Strong Tie®Connectors <br /> Support Model Slope Skew Reverse Top Flange Top Flange Support Wood <br /> Flanges Offset Slope Species <br /> 1 Top Mount Hanger GLTV3.516 0(12 0 WA No 0 N/A <br /> 3 Top Mount Hanger WPU3.56/16 0(12 0 WA No 0 WA <br /> -Nailing for Support 1: Face:6-16d,Top 4-16d,Member.6-16d <br /> -Nailing for Support 3: Face:4-16d,Top 3-16d,Member.6-N10 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear pbs) 6323 4551 13533 Passed(34%) U.end Span 2 under Roof loading <br /> Moment(Ft-Lbs) -9382 -9382 43693 Passed(21%) MID Span 1 under Roof loading <br /> Live Load Dell(in) 0.040 0.233 Passed(L/999+) MID Span 2 under Roof ALTERNATE span loading <br /> Total Load Dell(n) 0.062 0.466 Passed(0999+) MID Span 2 under Roof ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:L240). <br /> -Uplift exceeds 1000 los for unbalanced bad. <br /> -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"o/c unless detailed dherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> -The bad conditions considered in this design analysis include alternate member pattern loading. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:651436-6889 <br /> Fax :651-638-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam0 and Microllam*are registered trademarks of Trus Joist. <br /> Simpson Strong-Ties Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. <br />