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Name: FLA Customer:Lamperts Apple V 80:326591 Ti:Di Qty:l <br /> TC FORCE AxL mom Cox Cr TC: 4x 2 BPP #1/#2 (N) ® 2x6 continuous stroagback. Attach to each -Joint Locations <br /> 1- 2 0 0.00 0.28 0.28 A BC: 4x 2 BPP #1/#2 (N) truss with 3-3.51,x 0.135" nails. splice 1) 0- 0- 0 6) 11- S- 2 11) 10- 0- 4 <br /> 2- 3 -1704 0.05 0.29 0.34 A NB: 4x 2 BPP BTOD (N) strongback on truss vertical. 2) 2- 7-12 7) 12-10- 0 12) 5- 1- 4 <br /> 3- 4 -1704 O.OS 0,22 0.27 A (2) 4x 2 BPP BTOD (N) 8-10 This truss is designed in accordance with 3) S- 1- 4 8) 1S- S- 0 13) 0- 0- 0 <br /> EL: 4x 2 BPP #1/#2 (N) the 2006 International Residential Code 4) 7- 6-12 9) 15- S- 0 <br /> 4- 5 -1754 0.05 0.22 0.27 A NDTE: m�R� truss spacing is 19.2" o.c. sections 8502,11.1 and 8802.10.2 and 5) 10- 0- 4 10) 12-10- 0 <br /> 5- 6 -1754 0.05 0.16 0.21 A All COMPRESSION Chords are assumed to be referenced standards, O.N.O. In-Plant Quality Assurance with Cq - 1.11 <br /> 6- 7 -1115 0.02 0.35 0.38 A continuously braved unless noted otherwise. ----NAR. REACTIC118 PER BEARING LOCATION----- In-Plant Quality Assurance, per <br /> 7- 8 -1115 0.01 0.23 0.24 A x-Loo Boat Vert Boris Uplift Y Type sec. 3.2.4 of T11-1-02, for joint(s): <br /> 0- 1-12 1 682 0 0 E Pin 2,10,12,13 <br /> MIC FORCE A2D, END CBI Cr 15- 7-12 1 699 0 0 T R Roll --------GLOBAL MM DEFLECTICNS--------- <br /> PROVIDE UPLIFT CONMZCTICN PER SCHEDULE LL TL <br /> 13-12 1083 0.28 0.10 0.38 a in./Ratio in./Ratio Jnt(e). <br /> 12-11 1911 0.49 0.10 0.59 S Z.Epan -0.11/999 -0.18/999 11-12 <br /> 11-10 1456 0.37 0.04 0.41 B Boris. 0.02 0.04 NA <br /> 10- 9 0 0.00 0.03 0.03 B Long term deflection factor 1.50 <br /> Nab FORCE Nab FORCE <br /> 13- 1 -88 il- 5 -173 <br /> 13- 2 -1227 11- 6 417 <br /> 2-12 711 6-10 -476 <br /> 12- 3 -186 10- 7 -256 <br /> 12- 4 -238 10- 8 1270 <br /> 4-11 -180 9- 8 10 Typical Panel 28.751, <br /> See explanation of Repetitive 15-10-0 <br /> Member Factor, Cr, on <br /> 1 11 <br /> reverse side of paper or 1 2 3 4 S 6 7 �8� Q <br /> TEC Form 8.14.2007. <br /> 0-3-9 I.5x3 +(315) <br /> i 1.5x3 318 1.5x3 3x4 1.513 14 30 616 <br /> I�` o <br /> 1-6-0 1-6-0 <br /> 318 3x6 315 318 ISO <br /> 682#3.50" 6990 4.50" <br /> 15-5-0 , <br /> 13 12 I1 10 9 <br /> 15-10.0 <br /> COSMIC PLATES (2)+(3x5) <br /> ZXCEPT A8 SHOWN PLATES ARE MiTek MT20 Scale 0.3832 <br /> WARNING: Eng Job: NO: 326591 <br /> REM ALL NOTES ON THIS SHUT, A COPY OF THIS DaANINO TO ME OVEN TO <br /> ERECTING CONTRACTOR. ERACING 9GRNI116e Dwq: TI: Dl <br /> Hosing swoon dd.dowing isamarouoe "indbea"'a�ul°"o4a'lmu.' vAMisaptofdw Degnr:END Chk: 11/13/2009 <br /> buildo�dml8amdwhohmnmba.mdd.ml as dsdprr.Brohy shownb forWen!Appo,t ofhiri <br /> mwbm.ony li nshm.buddiq oqm. mut b.mads m <br /> dud lemnl bnmq m sod.ad i o1Sod bwtlom <br /> mmmm.abym. d.mpw.�aa�mmlumlgormeo�,�mleb*uoh.emaybo.eqWmi(sa.turAlo[TPp.Fm TC Live 40.0 ps! Lbr DP: 1.00 <br /> .pmtkuu..6mlq momb emhmtbu[Wigd.dVw,(r=Poahmhhm,TPI61..W.150D'Oeo810 PIt DP: 1.00 <br /> % Drir.,h4dlpq in 53719). TC Dead 10.0r 9#TT ps! <br /> Compound Hoglro.riq by:TrussRginwriq Co.,FA,816 Sound,Rd Monson,NC 27932 SC Live 0.0 ps! O.C.: 1- 7- 3 <br /> IRC-06/TPI-02/NDB-05 <br /> SC Dead 5.0 ps! Code: MN-RE8 <br /> TOTAL 5.0 s! v5.5.19-8031514 <br /> Design: Matrix Analysis Profile Path: F:\trusjcbs\326000\326591\PLR\Dl.prx <br />