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203608 PORCH <br /> u <br /> ANerverfiaeucer 6u5incs5 2 Pcs of 1 3/4" x 9 1/2" 2.0E ParaIlam® PSL <br /> TJ-Beam(rM)6.10 Serial Number:7003009804 <br /> User:1 <br /> Pagel Engine OVersion:04 21.403 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0/12 Roof Sloped/12 <br /> 4 <br /> a7 C <br /> 8'4" d <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' <br /> Primary Load Group-Roof(psf):20.0 Live at 125%duration, 15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Roof(1.25) 80.0 30.0 0 To 8'4" Adds To <br /> Uniform(plf) Roof(1.25) 160.0 60.0 0 To 8'4" Adds To <br /> Point(lbs) Roof(1.25) 0 1473 2'3" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other <br /> Width Length Live/Dead/Uplift/Total Depth <br /> 1 Wood column 5.25" 5.25" 1086/1586/0/2672 N/A N/A N/A L5 None <br /> 2 Microllam LVL beam 3.50" Hanger 1081 /849/0/1929 1 9.50" N/A H6:Face Mount Hanger None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,H6:Face Mount Hanger <br /> HANGERS: Simpson Strong-Tie®Connectors <br /> Support Model Slope Skew Reverse Top Flange Top Flange Support Wood <br /> Flanges Offset Slope Species <br /> 2 Face Mount Hanger U410 0/12 0 No N/A N/A N/A <br /> -Nailing for Support 2: Face:14-10d,Top N/A,Member:6-10d <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 2554 2210 8035 Passed(28%) Lt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 4412 4412 16321 Passed(27%) MID Span 1 under Roof loading <br /> Live Load Defl(in) 0.048 0.258 Passed(L/999+) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.109 0.386 Passed(L/851) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 9100 BALTIMORE ST.NE <br /> SUITE 106 <br /> BLAINE, MN 55449 <br /> Phone:(763)780-8004 <br /> Fax :(763)780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright O 2003 by Trus Joist, a Weyerhaeuser Business <br /> ParallarC® and tlicrollara8 are registered trademarks c,f Trus Joist. <br /> Simpson Strong-Tice Connectors is a registered trademark of Simpson Strong-Tie Company, In,. <br />