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Name: FLA Customer:Lamperts Apple V 110:326591 Ti:C Qty:I <br /> TC FORCE An END CBI Cr TC: 4x 2 SPF 81/92 (N) 2x6 continuous strongback. Attach to each �int Locations <br /> 1- 2 -1567 0.02 0.23 0.26 C EC: 4x 2 SPP 91/92 (N) truss with 3-3.5"x 0.135" nails. Splice 1) 0- 3- 0 7) 12- 0- 0 13) LI- 3-12 <br /> 2- 3 -2526 0.14 0.44 0.56 C NE: (2) 4x 2 BPP STUD (N) strongback on truss vertical. 2) 2- S- 8 S) 13- 9- 4 14) 10- 0- 4 <br /> 3- 4 -2526 0.13 0.31 0.44 C 4x 2 BPF STUD (N) 2-16,2-15.3-15 NOTE: Maximum truss spacing is 19.2" a.a. 3) 5- 1- 4 9) 16- 2-12 15) 5- 1- 4 <br /> 4-15,d-14.5-id,S-13,6-13,8-13.8-12 All COMPRESSION Chords are assumed to be 4) 7- 6-12 10) 1S- 9-12 16) 2- B- 8 <br /> 4- 5 -3211 0.31 0.32 0.63 C 9-12,10-11 continuously braced unless noted otherwise. S) 10- 0- 4 11) IB- 9-12 <br /> 5- 6 -3090 0.23 0.21 0.45 C SL: 4x 2 SPP 91/92 (N) In-Plant Quality Assurance with Cq an 1.11 6) 11- 3-12 12) 16- 2-12 <br /> 6- 7 -3090 0.31 0.26 0.57 C [] or (): Plato(&) OFFSET from joint center. In-Plant Quality Assurance, per ------------ TOTAL DESIGN LOADS ------------ <br /> 7- 8 -3090 0.31 0.380.69 C The Joint Detail Report must be included sec. 3.2.4 of TPI-1-02, for joint(m): Uniform PLP From PLP To <br /> 8- 9 -iS48 0.05 0.47 0.52 C with any submittal, inspection, and/or 3,4,6,5,11,13,15,16 TC Vert L+D -95 0- 3- 0 -95 13- 3- 8 <br /> fabrication documentation. TC Vert L+D -79 13- 3- 8 -79 20- 4- B <br /> 9-10 -1548 0.02 0.34 0.35 C This truss is designed in accordance with EC Vert L+D -7 0- 0- 8 -7 18- 6-12 <br /> the 2006 International Residential Code ----MAN. REACTIONS PER EEARIia; LOCATION----- <br /> EC FORCE AXL END CSI Cr asations 8502.11.1 and 8802.10.2 and X-Loo East Vert Noris Uplift Y Type <br /> 0-16 0 0.00 0.15 0.15 C referenced standards, U.N.O. 0- 1- 8 1 976 0 0 T Pin <br /> 16-15 1567 0.44 0,15 0.59 C 18-11-14 1 1029 0 0 T R Roll <br /> PROVIDE UPLIFT CONNECTION PER BCREDULE <br /> 15-14 3093 0.87 0.12 0.99 C -GLOBAL MAX DEFLECTIONS--------- <br /> 14-13 3211 0.91 0.05 0.96 C LL TL <br /> 13-12 2497 0.70 0.10 0.81 C in./Ratio in./Ratio Jnt(s). <br /> 12-11 0 0.00 0.07 0.07 C I.Span -0.22/999 -0.40/538 3-4 <br /> Noris. -0.05 -0.00 NA <br /> Web FORCE Web FORCE Long term deflection factor - 1.50 <br /> 1-16 1796 5-13 -178 <br /> 16- 2 -839 13- 6 -181 <br /> 2-15 1106 13- 8 678 " <br /> IS- 3 -214 8-12 -1069 Typical Panel 28.75 <br /> 15- 4 -650 12- 9 -278 <br /> 4-14 135 12-10 1763 19-1-8 <br /> 14- 5 -36 11-10 6 040 2 3 4 5 6 7 8 9 0�2 <br /> Bee explanation of Repetitive <br /> Member Factor, Cr, on W-3x6 +[3x8] <br /> reverse side of paper or1 8x8 6n. 1.5x3 3Y4 334 1.5x3 316 315 6x6 + =12 <br /> TEC Form 8.14.2007. r11 1 <br /> o-a•s,�o ^ 1 �o <br /> 11-3111 <br /> [4x6] US [314] 3x6 4x12 1.513 <br /> Iff <br /> 9760 3.00" 102"3.25" <br /> � r r <br /> 18-6-4 <br /> 16 15 4 13 12 <br /> 19-1-9 31 1-6-0 <br /> (111-6-0 <br /> COSMETIC PLATES (2)+[3xB] (2)+[3x12] <br /> EXCEPT AS SHOWN PLATE8 ARE MiTek MT20 Scele 0,2983 <br /> WARNING: Eng Job: NO: 326591 <br /> READ ALL NOTES ON THIS BRUT, A COPY of Tule DnAKWO TO SS GIVER To <br /> ERECTING CONTRACTOR. BRACING MMXUG: Dwq: TI: C <br /> Broobp abownontlds darning umt"oadonbminig,wialbawas pwW bnol"aor stroller bmragwidah uapm offs DNgnr:SWD Chk, 11/13/2009 <br /> btdblhp charge and which But be oomdenn/bbyy ae b ildis:g dedpnu.arming abo"it for la:Z duppmt of tmaa <br /> mambmunlymraheebrddiag Pmvial®rawt br mads to mehm LOW bnoiogatoaL and iRedloaetlom <br /> d.bras;n.dbywbe"d�r. bondbrmmpofinecarallawmmmaybe (s.e[u�asloe eor TC Live 40.0 pa! Lbr DF: 1.00 <br /> UPTTFINapmEmbnr.bmoin'r °ontg"bWW[ngd'ipK.(rtrrweweto.dhb,TM located atss31YCro TC Dead 10.0 Plt DF: 1.00 <br /> Odea,bbdlmn,w reel. Ps! <br /> Gmpoaw Bogfoaarbtp by:Tnw Hagimmi:y co.,e.a,Ste sowdside PA Edenton.NC 37932 EC Live 0.0 ps! O.C.: 1- 7- 3 <br /> IRC-06/TPI-02/NDB-03 <br /> EC Dead 3.0 pef Code: MN-Aa8 <br /> TOTALbpi! vb.S.19-8031503 <br /> Design: Matrix Analysis Profile Paths 7:\trusjcbs\326000\326891\FLS\C,prx <br />