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07w/or 202392 REAR W.I.C. <br /> 11 7/8" TJ1®/Pro(TM)-150, 2 plies @ 16" o/c <br /> T�e�mc ,6.05Se a;n , <br /> P�1 i� Version: 5.i12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> # <br /> 0; ,0 <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Joist Member. <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) 54.0 20.0 0 To 10'2" Adds To <br /> Point(ibs) Floor(1.00) 171 2 9" - <br /> Point(lbs) Floor(1.00) 171 510 5'10" <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length LivelDeadlUplitflTotal <br /> 1 Stud wall 3.50` 3.50" 769 1413!0 t 1181 Al:Blocking 1 Ply TJI®/Pro(TM)-150 <br /> 2 Stud wall 5.50" 5.50" 665 t 506/0 1 1171 Al:Blocking 1 Ply TJI®JPro(TM)-150 <br /> -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications_ Limits:End supports, <br /> 31/2".Intermediate supports,312" with web stiffeners and 51/4"without web stiffeners. <br /> -See TJ SPECIFIER'S!BUILDERS GUIDE for detail(s):Al:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 1150 1138 2840 Passed(40%) Lt end Span 1 under Floor loading <br /> Vertical Reaction(Ibs) 1150 1150 2840 Passec3441%) Bearing 1 under Floor loading <br /> Moment(Ft-Lbs) 3261 3261 76.30 Passe4(43%) MID Span 1 under Flour loading <br /> Live Load Defl(in) 0.056 0240 Passed(L/999+) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.106 0.479 Passed(L/999+) MID Span 1 under Floor loading <br /> TJPro 66 30 Passed Span 1 <br /> -Deflection Criteria:STANDARD(LL:L1480,TL:L240). <br /> Allowable moment was increased for repetitive member usage. <br /> -Deflection analysis is based on composite action with single layer of 19.t32",5/8"Panels(20"Span Rating)GLUED&NAILED.wood decking. <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 /> TJ-Pro RATING SYSTEM <br /> -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32",5/8"Panels(20"Span <br /> Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck <br /> has not been performed by the program. Comparison Value:2.35 <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 /> TJI® and TJ-Beam® are registered trademarks of True Joist. <br /> e-I Joist",Pro"' and TJ-Pro"' are trademarks of Trus,Joist. <br />