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204172 RECRMWDW � , f <br /> "` `h7Q03 B'S'c 3 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL <br /> 7 `' '" " <br /> J= rn(rM)6.10 Serial'Number 7003009804 <br /> Use::1 3/15/2004 2:18:45 PM <br /> Page 1 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1 Overall Dimension:16'6" <br /> r4 <br /> L ,o <br /> &--4l3" 4 4' b 4 4 4 3"-4 <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Floor(1.00) 390.0 146.0 0 To 16'6" Adds To <br /> Uniform(plf) Floor(1.00) 390.0 281.0 11"To 6'6" Adds To <br /> Uniform(plf) Roof(1.25) 710.0 386.0 5'To 6'6" Adds To <br /> Point(lbs) Floor(1.00) 0 5959 11" - <br /> Point(Ibs) Roof(1.25) 0 3575 5' - <br /> Point(lbs) Floor(1.00) 0 10982 6'6" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 5.25" 5.25" 1345/4397/0/5742 L1:Blocking 1 Ply 1 3/4"x 9 12"2.0E Parallam®PSL <br /> 2 Wood column 5.25" 5.25" 4510/12473/0/16983 15 None <br /> 3 Wood column 5.25" 5.25" 2719/8866/0/11585 L5 None <br /> 4 Wood column 5.25" 5.25" 2122/-750/-750/1373 L5 None <br /> 5 Wood column 5.25" 5.25" 919/590/0/1510 Li:Blocking 1 Ply 1 3/4"x 9 1/2"2.0E Parallam®PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Li:Blocking,L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 11699 -7071 8678 Passed(81%) Rt.end Span 2 under Dead loading <br /> Moment(Ft-Lbs) 9304 8105 17627 Passed(46%) MID Span 2 under Dead loading <br /> Live Load Defl(in) 0.007 0.133 Passed(L/999+) MID Span 2 under Roof ALTERNATE span loading <br /> Total Load Defl(in) 0.043 0.200 Passed(L/999+) MID Span 2 under Roof ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(LL:U360,TL:L240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c 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 /> q 85 owv;Ery DR, Cs 4/1 !t ReN/ 701 <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 /> DFPPLANNINGDESIGN@VISI.COM <br /> copyright ® Z003 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist- <br />