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202392 FOYER CLO <br /> TJ-Beam(rM)6.05 get ill��J 2 Pcs of 1 3/4" x 11 7/8" 2.0E Paraflam®PSL <br /> Page 1 Eng a Version: <br /> t5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page 1 Engine Version:1.5.12 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> F �1 <br /> © rig <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Rush Beam)Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psi):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) 410.0 154.0 0 To 3'2" Adds To <br /> Uniform(plf) Floor(1.00) 780.0 293.0 3'2"To 4'4" Adds To <br /> Tapered(plf) Floor(1.00) 780.0 To 700.0 293.0 To 263.0 4'4"To 6'8" Adds To <br /> SUPPORTS: <br /> input Bearing Vertical Reactions Ply Depth Nailing Detail Other <br /> Width Length (Ibs) Depth <br /> LiveIDeadIU plIttITotat <br /> 1 TJI beam 3.50" Hanger 1850/73910/2589 1 18.00" N/A H2:Face Mount None <br /> Hanger <br /> 2 Wood 3.50" 3.50" 2352/926/0/3278 N/A N/A N/A Ll:Blocking 1 Ply 1 3/4"2.0E Parallam® <br /> column PSL <br /> -Backer Blocks are required at support(s):1_ <br /> -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):H2:Face Mount Hanger,L1:Blocking <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 THAI-2,W=3.56 0/12 0 No N/A N/A N/A <br /> -Nailing for Support 1: Face:30-104,Top N/A,Member:2-N10 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) -3105 -1918 8035 Passed(24%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 4452 4452 19902. Passed(22%) MID Spaat under Floor loading <br /> Live Load Dell(in) 0.031 0.155 Passed(L1999+) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.043 0.310 Passed(L1999+) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:L240). <br /> -Bracing(Lu):AH compression edges(bop 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 <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFP PLANNIN GDESIGN@ VIS I.CO M <br /> Copyright 9 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallame is a registered trademark of Trus Joist. <br /> Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. <br />