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� ��.� �� 202196 SCREEN,PORCH <br /> ��e��'�"'�"``�K` 2 pcs of 1 3/4" x 11 718 2.OE Parailam� PSL <br /> TJ-BeamO G.16 Setial hlumt,er:i 00410�i86 <br /> User 1. 9/Gl20054:11:41 PM <br /> Paget EngineVersion:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> i►ve�ill Dimension:?�.G.. <br /> � � <br /> .� � , 3 <br /> �— '1 i'�.r' b ��{►' .�. <br /> P�oduct Diatp am is i'.onceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psf}:40.0 Live at 100%duration, 15.0 Dead <br /> Verticat Loads: <br /> Type Class Live Dead Locatian Application Comment <br /> Uniform(plfl Floor(1.00) 103.0 39.0 0 To 4'6" Adds To <br /> Uniform{pl� Floor(1.00) 60.0 23.Q 4'6"To 10'9" Adds To <br /> Unifortn(plf) Floor(1.00) 103.Q 39.Q 1Q'9"To 25'G" Adds To <br /> Point(Ibs) Floor(1.00) 0 517 4'6" - <br /> Point(!bs) Floor(1.00) 0 517 10'9" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs} Detail Other <br /> wdth Length Live/Dead/UpliftlTotat <br /> 1 Wood column 5.25" 1.50" 854/829 J 0/1683 LS None <br /> 2 Wood column 5.25" 1.50" 2112/1757/0!3868 LS None <br /> 3 Wood column 5.25" 1.50" 670!56/-163!726 L1:Blocking 1 Ply 1 3/4"x 11 7/8"2.OE Parallam8 PSL <br /> -See TJ SPECIFIER'S/BUlLDERS GUIDE for detail(s):LS,L1:Blocking <br /> DEStGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) -2280 -2026 8035 Passed(25°l0) RL end Span 1 under Floor loading <br /> Moment(Ft-lbs) -5538 -5538 99902 Passed{28�0} MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.097 0.380 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading <br /> Total Load Defl(in) 0.208 0.380 Passed(U875) MID Span 1 under Floor ALTERNATE span loading <br /> -Deflection Criteria:Spec'rfied(LL:U480,TL:lJ480}. <br /> -Bracing(Lu):AIf compression edges(top and bottom)must be braced at 9'2"o/c unless detailed otherwise. Proper attachment and positioning of latera� <br /> bracing is required to achieve member stability. <br /> -The load conditions considered in this design anatysis include alternate member pattem loading. <br /> PROJEC�INFORMATION: OPERATOR INFORMATION: <br /> Terry Mikkelson <br /> dfp pEanning design <br /> 910Q baftimo�;st.ne <br /> suite 106 <br /> blaine,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> dfpplan ningdesign(ilvisi.com <br /> Copyright �s> 2004 by Trus Joist, a Weycrhaeuser Business <br /> Paralia� is a registered trademark oE Trus Joist. <br />