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��� 203608 GAR <br /> AV(Lverhxtiser business <br /> TJ-Beam(TM)6.10 Serial Number_7003009804 2 Pcs of 1 3/4" x 9 1/4" 2.0E Parallam® PSL <br /> User:1 1/21/2004 235:43 PM <br /> Page Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> X11.1111111111111r <br /> 11' 4 <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' <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 /> Uniform(plf) Floor(1.00) 54.0 20.0 0 To 11' Adds To <br /> Uniform(plf) Roof(1.25) 60.0 23.0 0 To 11' Adds To <br /> Uniform(plf) Roof(1.25) 220.0 83.0 0 To 11' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other <br /> Width Length LivelDeadlUplift/Total Depth <br /> 1 Glulam or solid sawn lumber beam 5.25" Hanger 2057/831/0/2888 1 9.25" N/A H1:Face Mount Hanger None <br /> 2 Glulam or solid sawn lumber beam 5.25" Hanger 2057/831/0/2888 1 9.25" N/A H1:Face Mount Hanger None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1: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 /> 1 Face Mount Hanger HHUS48 0/12 0 No N/A N/A Douglas Fir <br /> 2 Face Mount Hanger HHUS48 0/12 0 No N/A N/A Douglas Fir <br /> -Nailing for Support 1: Face:22-10d,Top N/A, Member:8-10d <br /> -Nailing for Support 2: Face:22-10d,Top N/A,Member:8-10d <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 2658 -2254 7824 Passed(29%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 6729 6729 15519 Passed(43%) MID Span 1 under Roof loading <br /> Live Load Deft(in) 0.209 0.253 Passed(tJ582) MID Span 1 under Roof loading <br /> Total Load Deft(in) 0.293 0.506 Passed(L/415) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:L/240). <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 /> 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 n 7003 by Trus Joist, a Weyerhaeuser Business <br /> Paral7.ani is a registered trademark of Tins Joist_ <br /> Simpson Strong-Tim Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. <br />