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f A 202198 SCREEN PORCH FOUND <br /> .�� � <br /> TlBeam(TM)8.02sa1�ai ,moo m inem <br /> 51/4" x 11 1/4" 2.0E Parallam@ PSL, CCA-SL 2 19% < MC < 28%) <br /> geI E�ny�Vemwon.121 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 46 <br /> Nil <br /> 1 1r s" 1 <br /> Product Dielgrom is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V <br /> Primary Load Group-Residential-Living Areas(paf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(pit) Floor(1.00) 54.0 20.0 0 To 15 6" Adds To <br /> Point(lbs) Roof(1.25) 0 4180 14' - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions Ply Depth Nailing Detail Other <br /> Width Length Pbs) Depth <br /> LivelDead/U plift/Total <br /> 1 Parallam PSL 5.25" 1.50" 781/1025/0/1806 1 14.0(" WA 1-11:Top Mount None <br /> Beam Hanger <br /> 2 Paralbm PSL 5.25" 5.25" 770/4037/0/4807 WA N/A N/A Al:Blocking 1 Ply 1 101.5E <br /> Beam TimberStrand®LSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H1:Top Mount Hanger,A1:Blocking <br /> HANGERS:Simpson Strono-Tie®Connectors <br /> Support Model Slope Skew Reverse Top Flange Top Flange Support Wood <br /> Flanges Offset Slope Species <br /> 1 H1:Top Mount Hanger NONE FOUND 0/12 0 WA WA WA WA <br /> _DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear abs) -4761 4604 6965 Passed(66%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 10287 10287 19408 Passed(53%) MID Span 1 under Floor boding <br /> Live Load Defl(in) 0.128 0.394 Passed(L1999+) MID Span 1 under Floor loading <br /> Total Load Deft(in) 0.637 0.788 Passed(LI296) MID Span 1 under Floor bading <br /> -Deflection Criteria:STANDARD(LL:L/480,TL•LR40). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 Wold 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 /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:651-636-6889 <br /> Fax :651-638-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright ®2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® and Parallam® are registered trademarks of Trus Joist. <br /> Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. <br />