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202392 SCREEN PORCH <br /> TJ a�,„E,,r,,6 ` 2 Pcs of 1 314" x 11 718" 2.0E Parallam® PSL <br /> Page 1 Engn nUser 2 neeVersionn8:231115M.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0/12 Roof SlopeO/12 <br /> I >L <br /> r <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Roof(psi):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(pif) Roof(1.25) 180.0 68.0 0 To 6' Adds To <br /> Uniform(plf) Roof(1.25) 390.0 146.0 6'To 8'6" Adds To <br /> Point(lbs) Roof(1.25) 0 2090 6'2" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 5.25" 5.25" 999/968/0/1967 L1:Blocking 1 Ply 1 3/4"2.0E Paraliam®PSL <br /> 2 Wood column 5.25" 5.25" 1396/2133/0/3529 L1:Blocking 1 Ply 1 3/4"2.0E Paraian>m PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Ll:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -3340 -2667 10044 Passed(27%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 5518 5518 24878 Passed.(22%) MID Span 1 under Roof loading <br /> Live Load Deft(in) 0.028 0.262 Passed(LA99+) MID Spent under Roof loading <br /> Total Load Dell(in) 0.073 0.394 Passed(L/999+) MID Space 1 under Roof joading <br /> -Deflection Criteria:STANDARD(LL:L1360,TL:L240). <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 /> 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 /> -Allowable 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 /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGNIVISI.COM <br /> Copyright O 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallels*is a registered trademark of Thus Joist. <br />