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FROM' :' V.F. P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:37PM P30 <br /> CANT RIGHT <br /> TJ-Beam'"' v5.55 Ser';I Number'700903477 2 PCS Of 1.15- x 14" 2.OE Microllarn® LVL <br /> BEAMUSA 1111 12/6/00 1 65:16 PM <br /> Page 1 of 1 Build Code 146 LISTED <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS <br /> Overall Dimension=13'3" <br /> I <br /> [�1 ;[2] <br /> --11.3" �p <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) Floar(1.00) 53 20 0 to 13'3" Adds to <br /> Point(Ibs.) Roof(1 25) 0 5688 11'5" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(Ibs.) <br /> WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER <br /> 1 Beam 3,50" 2.25" 520/53/573 1 14.0" Detail A3 1.25"LSL Rim <br /> 2 2x6 Plate 5,50" 5.5" 733/6278/7011 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(Ib) 1008 810 9310 Passed(9%) Rt.end Span 1 under Floor loading <br /> Mornent(ft-Ib) 2603 2372 24394 Passed(10%) Rt.Overhang under Dead load <br /> Live Defl.(in) 0.017 0,200 Passed(U999+) Rt.Overhang under TJ loading criteria <br /> Total Defl.(in) 0.018 0.223 Passed(2L/999+) Rt.Overhang under Floor ALTERNATE span loading <br /> Deflection Criteria: STANDARD(LL:U480,TL:U240).Additional checks follow. <br /> -Right overhang(LL:0.2",TL:2U240), <br /> -Braaing(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 de 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 I BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P. Planning&Design <br /> Terry Mikkeison <br /> 4797 highway 10 n.e, <br /> arden hills, mn 55112 <br /> 651-636-6889 <br /> 651-638-1412 <br /> Copyright C 2000 by.Trus Joist,a Weyerhaeuser Business, TJ-Pro''"and TJ-BeamTM'are trademarks of Trus Joist. <br /> TJi®and Mrcrallarhe are registered trademarks of Trua Joist. <br /> '211 <br />