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FROM' : IJ. F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:38PM P31 <br /> • ` y * CANT LEFT <br /> -TJ-Beamn4 55 SerialNA,rnbef 700103477 2 Pcs of 1.75" x 14" 2.0E Microllam® LVL <br /> BEAMUSA 1111 12/5/00 1.56 56 PM <br /> P ago I of 1 BULB Code,146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Overall Dimension=15'9" <br /> - -- ---_—. 7 <br /> Yr <br /> 1 <br /> nl n <br /> 13'9.. 2, <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: 1' <br /> Loads(psf):40 Live at 100%duration; 15 Dead; 0 Partition;and: <br /> TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(plf) Floor(1.00) 53 20 0 to 15'9" Adds to <br /> Point(Ibs.) Roof(1.25) 0 5665 13'11" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(lbs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Beam 3,50" 2.25" 636/155/791 1 14.0" Detail A3 1.25"LSL Rim <br /> 2 2x6 Plate 5.50" 5 5" 846/6298/7143 1 14.0" Detail E2 TJI®Blocking Panel <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3,E2. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 1140 942 9310 Passed(10%) Rt_end Span 1 under Floor loading <br /> Moment(ft-Ib) 2603 2372 24394 Passed(10%) Rt. end Span 1 under Dead load <br /> Live Def1_(in) 0,046 0.334 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading <br /> Tota!Deft(in) 0.018 0.223 Passed(2L/999+) Rt. Overhang under Floor ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(LL: L/480,TL:L/240).Additional checks follow. <br /> -Right overhang(LL:0.2", TL.:2L,240). <br /> -Brscing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise, Proper attachment and <br /> positioning of lateral bracing is required to achieve member stability. <br /> -The load conditions considered in this design include Alternate member loading. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this <br /> software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product <br /> application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by <br /> a TJ Associate, <br /> -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design methodology was used for Code UBC analyzing the TJ Residential product listed above. <br /> -Note: See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available O,F.P.Planning&Design <br /> Terry Mikkelson <br /> 4797 highway 10 n.e. <br /> arden hills, mn 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright*2000 by True Joist,a Weyerhaeuser Business_ TJ-Prot''"and TJ-Beamh"are trademarks of Trus Joist. <br /> TJI®and M,*reffsme are regratered trademarks of Trite Joist. <br />