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202198 SCREEN PORCH FOUND <br /> Tjae.n,M&02Sew`'��,00mem 31/2" x 111147 2.0E Parallam@ PSL, CCA-SL 2 19% < MC < 28%) <br /> users ensas esi:eo AM <br /> Papel EoneVenuon:121 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 96'6" <br /> Product Diagirarn is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:V <br /> Primary Load Group-Residential-Living Areas W:40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: - <br /> Type Class Live Dead Locatlon Application Comment <br /> Uniform(ptf) Fkror(1.00) 54.0 20.0 0 To 15 6" Adds To <br /> Point(Ibs) Roof(125) 0 1870 14' - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions Py Depth Nailing Detail Other <br /> Width Length abs) Depth <br /> Live/Dead/U plilUTotal <br /> 1 Parallem PSL 5.25" 1.67 780/650/011431 1 14.00' WA H1:Top Mount None <br /> Beam Hanger <br /> 2 Plate on masonry 5.50" 5.50" 771/200010/2771 WA N/A WA Al:Blocking 1 Ply 110 1.5E <br /> wall 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 SupportWood <br /> Flanges Offset Slope Specks <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) -2724 -2573 4644 Passed(55%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 6630 6630 12938 Passed(51%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.191 0.393 Passed(L)988) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.617 0.786 Passed(L1306) 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"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 /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514064MM <br /> Fax :6514638-1412 <br /> PLAN N INGDESIGN@ E MAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallame and Parallame are registered trademarks of Trus Joist. <br /> Simpson Strong-Tie®Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. <br />