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Tj � ht 203608 PORCH <br /> �C'r�l <br /> 'AREver:70030 0804s 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL <br /> TJ-Beam(TM)6.10 Serial Number:7003009804 <br /> User:1 Engine <br /> Vers04 ion: <br /> 10. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page 1 Engine Version:1.10.3 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0/12 Roof Slope0/12 <br /> l ^rrV <br /> [1: 2 <br /> 14' 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) 120.0 45.0 0 To 14' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Ply Depth Nailing Detail Other <br /> Width Length Live/Dead/Uplift/Total Depth <br /> 1 Microllam LVL beam 3.50" Hanger 980/493/0 11473 1 9.50" N/A H6:Face Mount Hanger None <br /> 2 Microllam LVL beam 3.50" Hanger 980/49310/1473 1 9.50" N/A H6:Face Mount Hanger None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):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 /> 1 Face Mount Hanger LUS410 0/12 0 No N/A N/A N/A <br /> 2 Face Mount Hanger LUS410 0/12 0 No N/A N/A N/A <br /> -Nailing for Support 1: Face:8-10d,Top N/A,Member:6-10d <br /> -Nailing for Support 2: Face:8-10d,Top N/A,Member:6-10d <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 1411 -1245 8035 Passed(15%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 4734 4734 16321 Passed(29%) MID Span 1 under Roof loading <br /> Live Load Deft(in) 0.215 0.447 Passed(L/749) MID Span 1 under Roof loading <br /> Total Load Deft(in) 0.323 0.671 Passed(L/498) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:U360,TL:U240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ole 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 © 2003 by True Joist, a Weyerhaeuser Business <br /> Parallam and Microllam are real.stet e'J trademarks of Trus Joist. <br /> Simpson Strong-Ties+ Connrctu,a is a rsrpisten d Ii idemark of Simpson Strong-Tie Company, Inc. <br />