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��f'� ' 71.$�" TJI�/ProT"'-250 JOIST � 12.q'-' o/c <br />� �-�- t � <br />T.FBeam"' �5.15 Seriel NumOer 7000003899 <br />BEAMUSA 1001 11I7J00 B:Zd:50PA1 <br />Pys 1 A 1 &ild CoOe: 124 <br />THIS PRODUCT MEETS OR EXCEEDS THE SET DE31(iN CONTROLS FOR THE APPLICATION AND LOADS LISTED <br />Product Diagram k Coneepdcal. <br />LOADg: <br />Analysis fw Joist Member Supportirg FLOOR - RES. Applicatlon. Loads(ps�: 40 Live at 100°h durafion, 72 DeaJ, 0 Partidon <br />'�P�R�' INPUT BEARING REACTIONS(Ibs.) <br />WIDTH LENGTH JUS7IFICATION LNFJDEAD/TOTAL <br />1?x4 Plate 3.50" 2.25" Left Faco 430 / 129 ! SSfi <br />2 2x4 Plate 3.50" 2.25" RgM Face 430 / 129/ 559 <br />- See Trus Joist SPECIFIER'S / BUILDER'S GUIDES for detail(s): /1�. <br />Q€SIGN CONTROLS: <br />MAXIMUM <br />Shear(b) 548 <br />ReacTlon(Ib) 548 <br />Moment(fl-b) 2889 <br />Llue Defl.(in) <br />Total Defl.(�) <br />DESIGN CONTROL CONTROL <br />544 1420 P8888d(38%) <br />548 1131 Passed(48%) <br />2889 4430 Passed(85%) <br />0.522 0.527 Pessed(L/485) <br />0.87b 1.054 Ps esed(U373) <br />DETAIL OTHER <br />DetaY /� 1.25" LSL Rim <br />DetaA A3 1.25" LSL Rim <br />LOCATION <br />Lt. end Span 1 under Fbar bad'rg <br />Bearing 7 under Floor bading <br />MID Span 1 urder Fbor bading <br />MID Spen 1 under Floor loading <br />MID Spen 1 under Floor loadirg <br />Albwable momerrt was increased for repetitive member usage. <br />DeBedfon Crilerie: STANDAiiD(LL: U480, TL:LI240). <br />Defle�ion anaysis is based on composite acUon wilh sirgle layer oi the appropriate spar�rated, GLUED 8 NAILED wood deckNg. <br />Brackg(Lu): All compres�Wn edges (top end bottom) must be braced at 2' 8" Wc unless deteiled othenvise. Proper attachmeM and <br />posiFaning of laterel bradrg is required ro achiave member stabilily. <br />ADDITIONAL NOTES: <br />- IMPORTANTI The analysis preseMed is outpul 6om softxare devebped b� Trus Jolst Trus Jofsl werrants the strkg of ils produGs by <br />this solMare wi1 be aaomplished in accordar�cs wilh Trus Jolat produd design crileria and code accepted desig� values. The specific <br />produd appRcatbn, inpul design bads, and steted dhnensbns have been provided by the software user. This output has not been <br />reviewed by a Trus Joist Assadate. <br />- Not aA products are readdy available. Check wilh yout supplier or Ttus Joist techn�al represeMative for product evaiiabilily. <br />- THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS 1HIS ANALYSIS. <br />- AHowable Stress Design mettbdology was used for Code NER anayring the Trus Joist Residerdlal product Nsted above. <br />DFWIELSON PROJECT <br />ROOF TOP DECK FLOOR JOIST <br />OPERATOR INFORMATION: <br />North sound design <br />North sourg design <br />8122 206th st sw, <br />edmonds, we 98C2o <br />425771-52:i:i <br />�GYri9M02oWMTnnJd�.AWeyarheauxrBuaineaa. Pm"'.TJ-�ro"'rMT,FBeam^'retreoamrk�ofTwJd�. <br />T.A6� ie e iepiaterad traderrefk d 7nn Joist. <br />