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FRONT PORCH <br /> rJaeam Boss iN;,n er: 2 PCS of 1 3/4"x 91/2"2.0E ParaIlam@ PSL <br /> User..2 6t17A332256PM <br /> Paged Engine Version:1_5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slop=wiz Roof Siopet'12 Overall Dimenssiorm 31'6" <br /> • <br /> 9'9" d 11.3' d 6„8" 1tt" <br /> AU dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush 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(ptf) Roof(1.25) 240.0 90.0 0 To 9'6" Adds To <br /> Uniform(plf) Roof(125) 190.0 71.0 9'6"To 29'9" Adds To <br /> Uniform(plf) Roof(1.25) 240.0 90.0 29'3"To 31'6" Adds To <br /> SUPPORTS: <br /> input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live/DeadJUplift/Totai <br /> I Wood column 525" 5.25" 1199/459/0/1659 L5 None <br /> 2 Wood column 5.25" 525" 3019/1216/0/4236 L5 None <br /> 3 Wood column 5.25" 5.25" 2702 1 1083/0/3786 L5 None <br /> 4 Wood column 5.25° 5.25" 1263/491 1011754 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):15 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -2280 -1898 8035 Passed(24%) Rt.end Span 1 under Roof ADJACENT span loading <br /> Moment(Ft-Lhs) -4073 -4073 16321 Passed(25%) MID Span 1 under Roof ADJACENT span loading <br /> Live Load Deft(in) 0.070 0.315 Passed(L1999+) MID Span 1 under Roof ALTERNATE span loading <br /> Total Load Defl(in) 0092 , 0.472 Passed(0999+) MID Span 1 under Roof ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L1240).Additional checks follow. <br /> -Right Overhang:(LL:0.200",TL:0.200"). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"ofc unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. <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 a 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam®is a registered trademark of Trus Joist. <br />