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Nom: FIX Customar:Lamperto Apple V 910:326591 TI:Rl Qty:4 <br /> TC FORCE MEL END CBI Cr TC: 4x 2 BPP #1/#2 (N) 0 or (): Plate(s) OFFMET from joint canter. -.Joint Locations�� <br /> 1- 2 0 0.00 0.38 0.38 C SIC: 4x 2 BPP #1/#2 (N) The Joint Detail Report moat be included 1) 0- 0- 0 4) 6- 7- 6 7) 2- 8- 8 <br /> 2- 3 -424 0.00 0.34 0.34 Cwn: 4x 2 BPF BTUD (N) with any submittal, inspection, and/or 2) 2- 8- B S) 6- 7- 6 8) 0- 0- 0 <br /> 3- 4 0 0.00 0.38 0.38 C NOTE: Main= truss spacing is 19.2" o.c. fabrication documentation. 3) 3-10-14 6) 3-10-14 <br /> All CaNMSBICN Chords are assumed to be in-Plant Quality Assurance with Cq- 1.11 ------------ TOTAL DESIGN LCADB ------------ <br /> continuously braced unless noted otherwise. ----MAX. RMACTIONB PMR EMARINO LOCATION----- Uniform PLP From PLP To <br /> eC Yom An Em CBI Cr This truss is designed in accordance with X-Loo Not Vart Soria Uplift Y Type TC Vert L+D -95 0- 0- 0 -95 6- 7- 6 <br /> 8- 7 424 0.12 0.04 0.16 C the 2006 International Residential Code 0- 1-12 1 344 0 0 8 Pin 8C Vert L+D -7 0- 0- 0 -7 6- 7- 6 <br /> 7- 6 424 0.12 0.01 0.13 C sections 8502.11.1 and R002.10.2 and 6- 5-10 1 344 0 0 8 8 Roll <br /> 6- 5 424 0.12 0.04 0.15 C referenced standards, U.N.O. PROVIDE UPLIFT CONNECTION PM8 SCSEDULE <br /> --------GLOBAL,NU DEFLECTICNB--------- <br /> LL TL <br /> Web Yom Web FORC11 in./Ratio in./Ratio Jnt(s). <br /> B- 1 -113 6- 3 16 I.Span -0.03/999 -0.06/999 2-1 <br /> 8- 2 -478 3- 5 -478 Boris. 0.00 0.01 NA <br /> 7- 2 16 5- 4 -113 Long term deflection factor - 1.50 <br /> BN axplanation of Repetitive <br /> Member Factor, Cr, on <br /> reverse side of paper or <br /> TEC Form 8.14.2007. L Typical Panel 320_71" <br /> L <br /> 3-3-11 <br /> 6-7-6 <br /> 1 2 3 4 <br /> 0-3-8 1.5x3 0-3-8 1.50 <br /> 1.52.3 M41 h4l 1.50 <br /> 1-6-0 1-6-0 <br /> 315 1.52.3 1.50 315 <br /> I I 1�1�-�I' <br /> 344#3.50" 3440 3.50" <br /> -- ----- <br /> 6-7-6 <br /> 8 7 6 5 <br /> EXCMPT AS BROWN PLATEB ARM MiTek MT20 Scale 0.5742 <br /> WARNING: Eng Job: NO: 326591 <br /> saw ALL ROTae ON TS:s BBEST, A Coax or Texe DOWING TO 81 orvaa TO <br /> saaCTSNa CONTRACTOR. 1aACDgs WARMING: Dwq: TI: E3 <br /> s„°i° dmp" °whi"homeb.wn dnWbyr°w m, °e,�i�o a yK�� fmo or'6' Dagnr:891D Chk: 11/13/2009 <br /> b"We.how d6d.bmngisomuntlgl <br /> mgmbm wy m:.Jug buWly P mut be m&t.=&a W"W@dV.A n& i8.d hw.tl..g <br /> &Wmlmd by V. agg�g,wuu�.tsmg+oo"em.o.,.u.mon..m y e.,g�ubId=111a:"r Pm TC Live 40.0 paf Lbr DP: 1.00 <br /> gpeam.hmg b,..lag� 'ooehot bWWingd..Ww.(rm Ph&lwftft iPi b im.ad.t sa3>ro..e�' TC Dead 10.0 Pit DF: 1.00 <br /> Dein,M.digmti-1-in 537:9), pa! <br /> CumpnatBngem*by:r"wsa:,-:by Co.,P.A.,918 so.ndW&RcL Edoom xc 27933 : 1 <br /> BC Live 0.0 pa! IAC_ TDI-02/ND8-05 <br /> 8C Dead 5.0 paf Code: MN-RE8 <br /> TOTALSb tea! v5.5.19-8031449 <br /> Design: Matrix Analysis Profile Patht F:\trusjebs\326000\326591\FLR\Bl.prx <br />