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r`/j / 202198 SCREEN PORCH FOUND <br /> TAa3aam(r 6.02 SerialNurn s6 r700O1M 51/4" x 14" 2.0E Parallan* PSL, CCA-SL 2 (190/6 < MC < 28°x) <br /> User.2 8M2W 9:45:48 AIN <br /> Papel Engine version:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> AL <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:l' <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 Applicatlon Comment <br /> Unifonn(plf) Floor(1.00) 54.0 20.0 0 To 156" Adds To <br /> Point(Ibs) Floor(1.00) 0 2837 3 S' - <br /> Polntpbs) Floor(1.00) 0 3520 9 9" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Detall Other <br /> Width Length Live/Dead/UplM rotas <br /> 1 Wood column 5.50" 5.50" 776/4179/0/4955 L5 None <br /> 2 Wood column 5.25' 5.25" 775/3135/013910 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 4904 4708 8668 Passed(54%) U.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 21713 21713 29335 Passed(74%) MID Span 1 under Floor loading <br /> Live Load Dell(n) 0.070 0.528 Passed(L/999+) MID Span 1 under Floor loading <br /> J <br /> Total Load Defl(in) 0.748 0.793 Passed(LR54) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:Ll360,TL:LR40). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"ok 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 sing 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 riot 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 /> -Allowable Strews Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. <br /> -Environment Consideration. CCA-SL 2(19%<MC<28%) <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514636-6889 <br /> Fax :651408-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam®is a registered trademark of Trus Joist. <br />