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#0 nL atX 202196 PORCH RIGHT <br /> A� <br /> T,8*mnXT ,e.02ssW�70�,am 3 Pcs of 1 314" x 16" 2.0E ParallarrtlD PSL <br /> User.2 en1M2 a27A7 au <br /> PWI BVinevemion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Ow roll Dimen nom 2r r' <br /> F_ <br /> D ;® <br /> 76'V E - g•6" ' <br /> product Diol rwn Is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush 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 /> Unftm(plf) Roof(1.25) 110.0 41.0 0 To 25'9" Adds To <br /> Unifonn(plt) Fkxx(1.00) 140.0 53.0 0 To 156' Adds To <br /> Uniform(pit) Roof(125) 400.0 370.0 0 To 156" Adds To <br /> Uniform(plf) Floor(1.00) 290.0 109.0 15 5'To 25 9" Adds To <br /> Unftm(plf) Roof(1.25) 290.0 229.0 15 6"To 25 9" Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions Obs) Ply Depth Nailing Detail Other <br /> Width Length Lhre/Dead/UpiiRITotal Depth <br /> 1 Wood column 5.25" 5.25' 4791/3444/018235 WA WA WA L5 None <br /> 2 Mkxdlam LVL beam 5.25" 5.25' 1168417992/0/19676 WA WA WA B3 None <br /> 3 Microllam LVL beam 5.25" Hanger Z7581787/0/3545 1 16.0(" WA H1:Top Mount Hanger Non <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,B3,H1:Top Mount Hanger <br /> HANGERS:Simpson Strom Tie®Connectors <br /> Support Model Slope Skew Reverse Top Flange Top Flange Support Wood <br /> Flanges Onset Slope Species ' <br /> 3 Top Mount Hanger HB5.5Q/16 0112 0 N/A No 0 WA <br /> -Nailing for Support 3: Face:4-16d,Top 4-16d,Member:4-104 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear Obs) -11311 -9456 20300 Passed(47%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) -28474 -28474 65540 Passed(43%) MID Span 2 under Roof boding <br /> Live Load Deft(n) 0.189 0.398 Passed(LI999+) MID Span 1 under Roof ALTERNATE span boding <br /> Total Load Deli(n) 0.319 0.797 Passed(L1599) MID Span 1 under Roof ALTERNATE span boding <br /> -Deflection Criteria:STANDARD(LL'U480,TL:L240). <br /> -Bracing(Lu):All compression edges(tap 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 /> The bad conditions considered in this design analysis include alternate member pattem loading. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514636-6889 <br /> Fax :651-638-1412 <br /> PLANNINGDESIGN@ EMAI L.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam®and Microllam®are registered trademarks of Trus Joist. <br /> Simpson Strong-Tie® Connectors is a registered trademark ofSimpsonStrong-Tie Company, Inc. <br />