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- ���l��� 206231 GAR WDW <br /> TJ-Bearr�620SerialNu"m���;�8�"`� 2 Pcs of 1 3/4" x 9 1/2" 2.OE Paraliam� PSL <br /> l�ser:1 6/1612006 338:03 PM <br /> - P�, �;�v���,:fi.zo.,s THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Wlember Slope:0�12 Roof Sbpe4•12 <br /> n_— n <br /> . � �. �. i <br /> 6 ]• 1 <br /> AII di�nensions are ho�ixa�taL P�ochict tl�acpam is Ca►cept��al. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Roof(ps�:40.0 Live at 125°k duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Appllcation Commerrt <br /> Uniform(pl� Roof(1.25) 580.0 218.0 0 To 1' Adds To <br /> Uniform(pif) Floor(1.00) 320.0 120.0 0 To 1' Adds To <br /> Uniform(pl� Floor(1.00) 40Q.0 150.0 1'To 6' Adds To <br /> Uniform(pl� Roof{1.25) 580.0 218.0 6'To 7' Adds To <br /> Unfform(plf) Floor(1.00) 320.0 120.0 6'To 7' Adds To <br /> Point(tbs) Roof(1.25) 0 4674 1'3" - <br /> Point(Ibs) Roof(125) 0 4674 5'9" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> wdth Length LiveJDeadNplift/Tota1 <br /> 1 Wood column 5.25" 2.86" 2040/5476/0!7516 L1:Blocking 1 Ply 1 3/4"x 9 1/2"2.OE Paraltarr�PSl <br /> 2 Wood column 5.25" 2.86" 2040/5476/0/7516 L1:Blocking 1 Ply 1 3/4"x 9 1/2"2.OE Paralfarr�l PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUlDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design CoMrol Corrtrol �ocatfon <br /> Shear(Ibs) 7109 �981 6428 Passed(93%) Rt end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 7671 7330 13057 Passed(56%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.043 0.213 Passed(U999+) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.150 0.319 Passed(U511) MID Span 1 under Roof loading <br /> -Deflection Criteria:Specified(LL:L/360,TL:U240). <br /> -Bracing{Lu):AA compression edges(top and bottan)must be braced at 7'o!c unless detailed otherwise. Proper attachment and posi6oning of lateral bracing <br /> is required to achieve member stabilit�r. <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 ne <br /> suite 106 <br /> blaine,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> dfpplann ingdesign�visi.com <br /> Copyright r9 2005 by Trus Joist, a Weyerhaeuser Business <br /> ParallanKa is a registered trademark of Trus Joist. <br />