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FROM : D.F.P. PLANNING & DESIGN, INC. PHONE NO. : 651 638 1412 May. 08 2001 02:25PM P8 <br /> w gait 200477 BSMT <br /> TJ-Beat ,5.55 Serial Number.700103477 3 PC$ of 1.75" x 11.875" 2.0E Microllam® LVL <br /> K.AmusA 1111 3/26/01 1.21:50 PM <br /> Pape 1 or 1 Build Code. 146 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> I .. <br /> 0 <br /> Product Diagram is Conceptual. <br /> LOADS; <br /> Analysis for Beam 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 I'VE DEAD LOCATION APPLICATION COMMENT <br /> Uniform(psf) Floor(1.00) 380 143 0 to 3'6" Adds to <br /> Uniform(0) Floor(1.00) 880 255 3'6"to 8'6" Adds to <br /> Uniform(plf) Floor(1.00) 780 293 8'6"to 11'8" Adds to <br /> Point(ibs.) Floor(1.00) 0 2490 3'6" Adds to <br /> Point(Ibs.) Floor(1.00) 0 1637 8'6" Adds to <br /> SUPPORTS: INPUT BEARING REACTIONS(ibs.) <br /> WIDTH LENGTH UVE/DEAD/TOT, PLY DEPTH DETAIL OTHER <br /> 1 Column 5.25" 4" 3379/3590/6969 1 11.9" Detail A3 1.25"LSL Rim <br /> 2 Pocket,Conc./Slock 3.50" 2.25" 4288/3616/7904 1 11.9" Detail A3 1.25"LSL Rim <br /> -See TJ SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. <br /> DESIGN CONTROLS: <br /> MAXIMUM DESIGN CONTROL CONTROL LOCATION <br /> Shear(lb) 7713 6437 11845 Passed(54%) Rt.end Span 1 under Floor loading <br /> Moment(tt-lb) 21446 21446 29913 Passed(72%) MID Span 1 under Floor loading <br /> Live Deft(in) 0.184 0.373 Passed(L1731) MID Span 1 under Floor loading <br /> Total Det(in) 0.375 0.559 Passed(C,/358) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL: L/360,TL:L/240). <br /> -Bracing(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 /> ADDITIONAL NATES: <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 SU9STITUTION 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 1 BUILDER'S GUIDES for multiple ply connection, <br /> PROJECT INFORMATION OPERATOR INFORMATION: <br /> No Project Information available D.F.P.Planning&Design <br /> Terry Mikkelson <br /> 4797 highway 10 n.e. <br /> arden hills, mn 55112 <br /> 651-636-6889 <br /> 851-638-1412 <br /> Copyright 0 2000 by Trus JOIEt,a Weyertaeuaer Ot airress. TJ-Pron'and TJ-Seem"are trademarks or Trus Joigt. <br /> Microname Is a registered trademark dr Trus Joiet <br />