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Name: M Customer:Lamperte Apple V 190:326891 TI:Cl Qty:l <br /> TC FORCE A)M NO CBI Cr TC: 4x 2 BPP 61/62 (N) 2x6 continuous strongback. Attach to each .Joint Locations, <br /> 1- 2 0 0.00 0.39 0.39 C BC: 4x 2 BPP 11/62 (N) truss with 3-3.5"x 0.135" nails. Splice 1) 0- 0- 0 7) 12- 1- B 13) 11- 1- 8 <br /> 2- 3 -2580 0.14 0.40 0.54 C NE: 4x 2 BPF BTW (N) strongbaok on truss vertical. 2) 2- 7-12 S) 13- 7- 0 14) 10- 0- 4 <br /> 3- 4 -2580 0.14 0.30 0.44 C (2) 4x 2 BPP STUD (N) 10-12 NOTE: Maximms truss spacing is 19.2" o.c. 3) S- 1- 4 9) 16- 0- 8 15) S- 1- 4 <br /> BL: 4x 2 SPP 61/62 (N) All COMPRESSION Chords are assumed to be 4) 7- 6-12 10) 1S- 7- 8 16) 0- 0- 0 <br /> 4- 5 -3169 0.31 0.32 0.63 C H or (): Plate(s) OFFSET from Joint center. continuously braced unless noted otherwise. S) 10- 0- 4 11) 18- 7- B <br /> 5- 6 -3083 0.22 0.20 0.42 C The Joint Detail Report must be included In-Plant Quality Assurance with Cq- 1.11 6) 11- 1- 6 12) 16- 0- 8 <br /> 6- 7 -3083 0.31 0.36 0.67 C with any submittal, inspection, and/or In-Plant Quality Assurance, per ------------ TOTAL DESIGN LOADS ------------ <br /> 7- B -3083 0.31 0.38 0.68 C fabrication documentation. sec. 3.2.4 of TPI-1-02, for Joint(s): Uniform PLP From PLP To <br /> B- 9 -1543 0.05 0.46 0.51 CThis truss is designed in accordance with 1,3,6,8,11,13,15,16 TC Vert L+D -95 0- 0- 0 -95 13- 6- B <br /> 9-10 -1543 0.02 0.33 0.35 C the 2006 International Residential Code TC Vert L+D -79 13- 6- 8 -79 20- 7- 8 <br /> sections 8502.11.1 and 8802.10.2 and EC Vert L+D -7 0- 0- 0 -7 18- 7- 8 <br /> referenced standards, V.N.O. ----MRX. REACTIONS PER WARIN6 LOCATICH----- <br /> SC FORCE WM END CBI Cr X-Loo Etat Vert Boris Uplift Y Type <br /> 16-15 1574 0.44 0.11 0.56 C 0- 1-12 1 962 0 0 3 Pin <br /> 15-14 3107 0.88 0.10 0.98 C 18-10-12 1 1045 0 0 T B Roll <br /> PROVIDE UPLIFT CONNECTICN PER SCHEDULE <br /> 14-13 3189 0.90 0.04 0.94 C ----GLOBAL MAR DEFLECTICUS--------- <br /> 13-12 2496 0.70 0.10 0.80 C LL TL, <br /> 12-11 0 0.00 0.07 0.07 C in./Ratio in./Ratio Jnt(s). <br /> I.Span -0.22/986 -0.40/550 5-4 <br /> Web FORCE Web FORCE Hovis. 0.04 0.00 NA <br /> 16- 1 -106 5-13 -169 Long term deflection factor - 1.50 <br /> 16- 2 -1783 13- 6 -171 <br /> 2-15 1152 13- 8 673 <br /> 15- 3 -222 0-12 -1091 " <br /> SS- 4 -604 12- 9 -274 Typical Panel 28.75 <br /> 4-14 94 12-10 1758 <br /> 14- 5 -27 11-30 6 <br /> Bee explanation of Repetitive 1 2 3 4 5 6 7 8 9 A n <br /> Dumber Factor, Cr, on �P' <br /> reverse side of paper or 0-3-8 1.5x3 +13x12j <br /> TEC Form 8.14.2007. 1.5x3 4x12 1.5x3 3x4 41 1.5x3 1�X6 3x6 3x5 6x6 +3x12 <br /> 1-6-0 " 1-6-0 <br /> 4x8 48 [3141 316 4x12 1.5x3 <br /> A <br /> %2#3.50" 1045#5.50" <br /> 18-7-8 <br /> 16 15 14 13 12 11 <br /> 19-1-8 1-6-0 <br /> (Rl-6-0 <br /> CONCTIC PLATES (4)+(3x12] <br /> EXCEPT AS SHOWN PLATER ARE MiTek MT20 Scale0.2983 <br /> WARNING: Eng Job: NO: 326591 <br /> ftFsaw Ars sons ox Tats s=T. A copy or Tass DRANINo To BE arvEN To <br /> ERECTINa CONTRACTOR, IRACINe rBWINss Dwg: Ti: Cl <br /> erexa r�°° wbkh les�°°""°d°°e"°ras Vis,. 1'r;'�1 o�u.�"eu,° Dsgnr:BWD Chk: 11/13/2009 <br /> >»ataaalma ow b ck D. Dy dr <br /> ddmhar d by d hA budahi8la Ad Provide"'mut b made w#ohm bbmy bo m 8 d aedi and boedom <br /> da.mieaabyme arra.nml�u#dhmoh:saurowemuewmwmoyDerom�ea.(� A1nrTP[).Fm TC Live 40.0 pe! Lbr Dr: 1.00 <br /> Dd". Wim., es #nhdbuUdWgdnipw.(rwPhWlmBmh.TPt61.�uae<393Dnma:e Plt Dr: 1.00 <br /> Dd,,,3,aai#atv,.eemms37393, TC Dead 10.0 pe! <br /> C*nVwW HaShmmg by:hue Bngiwiq Co..P.A.818 8eue W&PA Edatm NC 27933 EC Live 0.0 pe! O•C•: 1- 7- 3 <br /> [A, IRC-06/TPI-02/NDS-03 <br /> EC Dead 5.0 pe! Code: MN-RE8 <br /> TOTAL 55.0 net vS.S.19-8031509 <br /> Design: Matrix Analysis Profile Path: 7:\trusJobs\326000\326591\PLR\Cl.prx <br />