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J �( 202392 FOYER STAIRS <br /> `A N` re1Sf "'ms 11 7/8" TJI®/Pro(TM)-150, 2 plies @ 16" o/c <br /> TJ-Seam(TM)6.05 Serial Num6er 70)02001601 <br /> User:2 12/20/02 4:13:42 PM <br /> Page1 Engine Version:1.5.12 THIS PRODUCT MEETSOREXCEEDS-THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> EIP4 111111 <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) Fbor(1.00) 54.0 20.0 0 To 8'8" Adds To <br /> Point(lbs) Floor(1.00) 0 2589 1'9" - <br /> (1) Point(lbs) Roof(1.25) 0 1670 2" - <br /> (1) Point(lbs) Roof(1.25) 0 3281 8'6" - <br /> -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):1 The <br /> accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) <br /> reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the <br /> supporting member below. <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs} Detail Other <br /> Width Length LivelDeadlUpliftiTotal <br /> 1 Stud wall 3.50" 3.50" 465/3949/0/4414 Al:Blocking 1 Ply TJI6,1Pro(TM)-150 <br /> 2 Stud wall 3.50" 3.50" 465/3938/0/4403 Al:Blocking 1 Ply 1"e-Rim Board® <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 2713 2701 2840 Passed(95%) Lt.end Span 1 under Floor loading <br /> Vertical Reaction(lbs) 2713 2713 2840 Passed(96%) Bearing_t under Floor loading <br /> Moment(Ft-Lbs) 4007 4007 7'30 Passed(53%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.026 0.21:16 Passed(L1999+) MID Span 1 under Floor loading <br /> Total Load Dell(in) 0.099 0.412 Passed(0999+) MID Span 1 under Floor loading <br /> TJPro 68 30 Passed Span 1 <br /> -Deflection Criteria:STANDARD(LL:U480,TL:U240j. <br /> -Allowable moment was increased for repetitive member usage. <br /> -Deflection analysis is based on composite action with single layer of 19/32",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 /> 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 S 2002 by Trus Joist, a Weyerhaeuser Business <br /> TJI® and TS-Beam®are registered trademarks of Trus Joist. <br /> e-I Joist",Pro" and TJ-Pro" are trademarks of Trus Joist. <br />