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j GAR DR <br /> rraeam(1M)SOS serol Nu be,-. Business <br /> 3 Pcs off 3/4"x 11 7/8"2.0E Paratlarre PSL <br /> Pagr:2e <br /> Page 1 Engine 9/8103 238:22 PM <br /> rTHIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Ear 4 <br /> 10" <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) 64.0 24.0 0 To 9" Adds To <br /> Uniform(plf) Roof(1.25) 540.0 323.0 0 To 9" Adds To <br /> Uniform(plf) Floor(1.00) 480.0 180.0 9"To 2 Adds To <br /> Uniform(plt) Roof(1.25) 640.0 240.0 9'To 2 Adds To <br /> Uniform(plf) Floor(1.00) 64.0 24.0 2 To 6'9" Adds To <br /> Uniform(plf) Roof(1.25) 300.0 113.0 2 To 6'9" Adds To <br /> Uniform(plf) Floor(1.00) 480.0 180.0 6'9"To 10' Adds To <br /> Uniform(plf) Roof(1.25) 640.0 240.0 6'9"To 10' Adds To <br /> Point(lbs) Floor(1.00) 0 4905 9" - <br /> Point(lbs) Roof(125) 0 4829 2' - <br /> Point(lbs) Roof(125) 0 4829 6'9" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length LhrdDeadlUpiiR/Total <br /> 1 Wood column 525" 5.25" 3383/11606/0/14989 Li:Blocking 1 Ply 1 314 2.0E Parallam®PSL <br /> 2 Wood column 5.25" 5.25" 42391610310/10342 L1:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL <br /> -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 14669 6849 12053 Passed(57%) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 21993 17939 29854 Passed(60%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.086 0.313 Passed(L1999+) MID Span 1 under Roof loading <br /> Total Load Dell(in) 0.288 0.469 Passed(Lr390) 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/e unless detailed otherwise_ Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <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® 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallame is a registered trademark of Trus Joist_ <br />