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41 / 202198 REAR W.I.C. <br /> T,�n,c"e.02SerWNurn.70a�180 2 PCs of 13/4" x 91/2" 2.0E ParallamiSi PSL <br /> users en34n2&x,:45 pan <br /> Papel SVine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> —CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 6„ <br /> Product Diagram 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 /> Uniform(plt) Floor(1.00) 64.0 24.0 0 To S 6" Adds To <br /> Point(lbs) Floor(1.00) 0 6754 l'9' - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions Obs) Detail Other <br /> Width Length Llve/Dead/Uplif(Total <br /> 1 Wood column 5.25" 5.25' 286/489810/5184 L5 None <br /> 2 Wood column 5.25' 5.25' 286/2127/012413 L5 None <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear Obs) 5136 4838 5786 Passed(84%) U.end Span 1 under Dead loading <br /> Moment(Ft-Lbs) 7225 6968 11751 Passed(59%) MID Span 1 under Dead loading <br /> Live Load Defl(in) 0.004 0.122 Passed(L1999+) MID Span 1 under Floor loading <br /> Total Load Deft(in) 0.067 0.244 Passed(L/868) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:L/480,TL:LR40). <br /> -Bracing(Lu):All compression edges(top 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 /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and <br /> stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> /lbwable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. <br /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:651406-6889 <br /> Fax :6514638-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> ParallamE is a registered trademark of Trus Joist. <br />