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Name: rLR Cuotomer:Lamperts Apple V N0:326591 TI:D2 Qty:l <br /> TC PORCH AXL END CBI Cr TC: 4x 2 BPr #1/#2 (N) 2x6 continuous strongback. Attach to each Joint Locations <br /> 1- 2 0 0.00 0.26 0.29 A SC: 4x 2 IPP #1/#2 (N) ® truss with 3-3.5"x 0.135" nails. Splice 1) 0- 0- 0 S) 10- 0- 4 9) 11- 2-12 <br /> 2- 3 -1445 0.04 0.29 0.33 A NE: 4x 2 BPP STUD (N) strongback on truss vertical. 2) 2- 7-12 5) 11- 2-12 10) 10- 0- 4 <br /> 4 -1445 0.04 0.23 0.27 A (2) 4x 2 BPP STM (N) 7-9 NOTE: maxi""`" truss spaoinq is 19.2" o.c. 3) S- 1- 4 7) 13- 9-12 11) 8- 1- 4 <br /> 3- <br /> 4- 4 EL: 4x 2 BPP #1/#2 (N) All COMPRESSION Chords are assumed to be 4) 7- 6-12 6) 13- 9-12 12) :- 0- 0 <br /> -1237 0.03 0.23 0.26 A un <br /> [] or (): Plste(s) OMIT from joint center. continuously braced less noted otherwise. In-Plant Quality Assurance with Cq 1.11 <br /> 5- 6 -976 0.02 0.33 0.38 A The Joint Detail Report must be included ----MAX, REACTIONS PER HEARING LOCATION----- In-Plant Quality Assurance, per <br /> 6- 7 -976 0.01 0.22 0.23 A with any sWdmittal, inspection, and/or X-Loo not Vert Boris Uplift Y Type sec. 3.2.4 of TPI-1-02, for joint(s): <br /> fabrication documentation. 0- 1-12 1 612 0 0 a Pin 2,9,11,12 <br /> 8C POACH AIM HND C9I Cr This truss is designed in accordance with 14- 0- 0 1 620 0 0 T s Roll <br /> the 2006 International Residential Code PROVIDE UPLM OMMU 1011 PER SCHEDULE <br /> 12-11 991 0.24 0.10 0.35 2 sections 8502.11.1 and 1902.10.2 and <br /> 11-10 1529 0.39 0.10 0.50 E referenced standards, V.N.O. <br /> SO- 9 1237 0.32 0.05 0.36 E --------QLQML MAX DEFLECTIONS--------- <br /> 9- 9 0 0.00 0.04 0.04 E LL TL <br /> in./Ratio in./Ratio Jnt(s). <br /> I.Span -0.06/999 -0.13/999 10-11 <br /> Web r0RCH Web FORCE Boris, 0.02 0.03 NA <br /> 12- 1 -96 SO- 5 192 Long term deflection factor - 1.50 <br /> 12- 2 -1077 5- 9 -395 <br /> 2-11 566 9- 6 -227 <br /> 11- 3 -104 9- 7 1112 <br /> 11- 4 -96 6- 7 10 Typical Panel 28.75" <br /> 4-10 -334 <br /> Bea explanation of Repetitive <br /> Member rector, Cr, on 14-2-12 <br /> reverse side of paper or <br /> TEC roam 8.14.2007. 1 2 3 4 5 6 <br /> 0-3-8 1.5x3 +[3x51 <br /> 1 1.5u3 3:6 1.5x3 3:4 41 315 6:6 <br /> Le <br /> 1-6- <br /> 11-6-00 <br /> 3x8 W [3x4] 3x8 <br /> 1.50 <br /> CK <br /> 612#3.50" 628#4.50" <br /> 13-9-12 <br /> 12 11 !0 9 8 <br /> 14-2-12 <br /> COSMETIC PLUMB (2)+[3x5] <br /> EXCEPT AB 83ONN PLATES AAE !liTek MT20 Scale 0.4447 <br /> NARKING: Enq Job: NO: 326591 <br /> REM ALL NOTES ON TSIs esZBT. A COPY or Tess DaAM6 To as GIvzm To Dwq: Ti: D2 <br /> ER6CTM CONTAWTOa, saAcING WARNING: <br /> Hnaog dwwomtbie lswieMb mrt meotlm hnolq,wlodlnomm,pwW bnole`or lwb*whwbu�putortlr Degnr:BND Chk: 11/13/2009 <br /> bdt�i ded6oadwt�h®e M aooddaed ybyy the btdldmi dmip m.Hreohµtlmwn u mr 1AWW amt of UM <br /> mombM.*to rebwe b"otlios bgth Pmvielom mart be male to mmbm Wmd bm it*d endo and bwtlom <br /> ddKmmdbym.bWWWg,rdW.afid"b e;germ.o.mUdn hnm,yy, (MHM-91 cfTPD.Fw TC Live 40.0 pat Lbr Dr: 1.00 <br /> qw a muse�r«�m,000ma meip w.frmm Phot nwbm,TPI it d Wer DDwfdo Pl t Dr: 1.00 <br /> Drive,Mmmeoq Wm in 53719). TC Dead 10.0 pet <br /> Com- Hngkwui%by:TmmHghw lgCo..PA.818SomkkkandHdmwaNC27932 HC Live 0.0 pat O.C.: 1- 7- 3 <br /> IRC-06/TPI-02/NDS-05 <br /> EC Dead 5.0 pot Code: MN-RES <br /> TOTAL 66.0 got v5.5.19-0031515 <br /> Design: Matrix Analysis Profile Path: P:\trusjobs\326000\326891\PLR\D2.prx <br />