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,n �''`rh// 202392 SCREEN PORCH <br /> TJ-l3eammw)8.05 Serial �mt t 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL <br /> PageUser t 12/23/02 8:20:22 5. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Page 1 Engine Version:1.5.12 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0112 Roof Slope0/12 <br /> 4- <br /> FIA ii] <br /> o 14'4- ' <br /> AO 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(psf):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(pff) 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' Adds To <br /> Tapered(plf) Roof(1.25) 390.0 To 300.0 146.0 To 113.0 8'To 12 Adds To <br /> Uniform(plf) Roof(1.25) 300.0 113.0 12 To 14'4" Adds To <br /> Point(lbs) Roof(1.25) 0 2090 6'2' - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length LIveJDeadIUptittITotal <br /> 1 Wood column 5.25" 5.25" 2037/2067/0/4105 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL <br /> 2 Wood column 3.50" 3.50" 2476!1906/0/4381 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) -4301 -3765 10044 Passed(37%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 18033 18033 24878. Passed(72%) MID Span t.under Roof loading <br /> Live Load Deft(in) 0.307 0.462 Passed(L/541) MID Span 1 under Roof loading <br /> Total Load Deft(in) 0.649 0.693. Passed(U256) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o%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 /> 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 /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright 9 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />