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Naw: ROOF Customer:Lamporta Apple V WO:326591 TI:A2 Qtytl <br /> TC FORCE IOC, bW COX Cr TC: 2x 4 BPP 24007-2.0C bottom chord has been loaded with 10 pat --Joint Locationse�ee� <br /> 1- 2 -4264 0.22 0.54 0.76 A BC: 2x 4 BPP 240OF-2.00 live load applied non-concurrently. 1) 0- 0- 0 5) 25-11- 0 9) 6- 5-12 <br /> 2- 3 -5596 0.30 0.41 0.71 A We: 2x 3 BPP BTW (N) MULTIPLE LOADCAB88 -- This design is the 2) 6- 5-12 6) 25-11- 0 SO) 0- 0- 0 <br /> 3- 4 -5596 0.30 0.41 0.71 A 2x 4 BPP #1/#2 (N) 1-9.5-7,0-0 composite result of multiple loadcames. 3) 12-11- 6 7) 19- 5- 4 <br /> 2x 4 BPP 16501-1.5C 3-8 All CMMX$8ICK Chords are assumed to be 4) 19- 5- 4 8) 12-11- 8 <br /> 4- 5 -4285 0.22 0.54 0.76 A 2x 4 BPF BTW (N) 0-0,0-0.0-0,0-0 continuously braced unless noted otherwise. ------------ TOTAL DESIGN LOADS ------------ <br /> 0-0 WndLod per ASCE 7-05, MMF88/C4C, v- 90sph, Uniform PLP From PLP To <br /> bC FORCE AXL bW CBI Cr I7 or {}; Plate(s) 0379ST from joint center. 6- 23.0 ft, I- 1.00, Exp.Cat. C, Rat- 1.0 TC Vert L+D -90 - 2- 0- 0 -90 12-11- 8 <br /> 10- 9 68 0.01 0.23 0.23 C The Joint Detail Report must be included bld Type- anal L- 25.9 ft W- 25.9 ft Truss TC Vert L+D -90 12-11- 8 -90 27-11- 0 <br /> 9- 9 4205 0.33 0.14 0.46 C with any submittal, inspection, and/or in EW sone, TCDD 6.0 pat, BCDL- 6.0 pot bC Vert L+D -20 0- 0- 0 -20 25-11- 0 <br /> fabrication documentation. bracing Schedule: In-Plant Quality Assurance with Cq- 1.00 <br /> 6- 7 4205 0.33 0.14 0.45 C and vertioal(a) not designed for exposure Chords Max 0.C. From To In-Plant Quality Assurance, per <br /> 7- 6 60 0.01 0.21 0.21 a to lateral wind pressure. Sc 72.0" 0- 5- 8 18- 3-12 "a. 3.2.4 of TPI-1-02, for joint(s): <br /> This truss is designed in accordance with bracing shown is for visual purposes only. 2,3,4,6,8,10 <br /> Web FORCE Web FOACR the 2006 International Residential Code ----MAX. REACTIONB PER bRARING LOCATION----- <br /> 10- 1 -1367 8- 4 1164 sections 8502.11.1 and R802 10.2 and X-Loc met Vert Boris Uplift Y Type <br /> referenced standards, U.N.O. 0- 2-12 1 1605 -130 -287 B Pin <br /> 1- 9 3814 7- 4 -977 25- B- 4 1 1606 0 -287 B B Roll <br /> 9- 2 -977 7- 5 3814 PROVIDE UPLIFT CONIMCTICN PER SCBmULE <br /> 2- 8 1164 6- 5 -1367 --------GLOBAL MAX DRYLECTIONS--------- <br /> 8- 3 4353 LL TL <br /> Nes explanation of Repetitive in./Ratio in./Ratio Jnt(s). <br /> I.Span -0.58/621 -1.04/289 8 <br /> Member Factor, Cr, on Boris. 0.63 1.13 NA <br /> reverse side of paper or Long term deflection factor - 1.50 <br /> TEC Form 8.14.2007. <br /> 12-11-8 12-11.8 <br /> 1 2 3 4 5 <br /> 6.00 -6.00 <br /> Sze Al <br /> 4X4 10x12 44 <br /> 8-5-12 8-5-12 <br /> 8X8 6-3-0 SXS <br /> ] 3J <br /> 2-0-0 � 2-0-0 <br /> 0- 17-10-4 3s.S <br /> 6.00 -6.00 <br /> 0-5-8 _ 0.5-8 <br /> 1605#5.50" 16060 5.50" <br /> 12-11-8 12-11-8 <br /> 11 <br /> -0-0 0 251-0 10-0 <br /> COMOTIC PLATES (2)3x4 (20)1.Sx -2.13) -2%) <br /> EXCBPT A8 SHOWN PLATB8 AM MiTek 14'1'20 Scale 0.1586 <br /> WARNING: Bng Job: NO: 326591 <br /> ROAD ALL NOTES ON TBx8 8sssT. A Coax OF TNIM MMING TO as QrM TO Dwq: TI: A2 <br /> aRBCTZNa COmTIMTOR. aRACM b MXWG: <br /> Bmisq bdhhg�wd mwys::tVWby m •8 y �"pwmote aW afee Dsgnr:811D Chk: 11/13/2009 <br /> m M u*bMdMb1o1ing IM&Pmvi.bmw*Mm*toa-hw I.-W Woo*u."sad tewa.dW IooWom <br /> &0 T%TF I N "mind by d..=.AMb"bmeinR oftbe ov-dl Wmhn mryM (Sw Hh-9I oPTPO.Pm TC Live 35.0 pet Lbr DF: 1.15 <br /> qm�ehhab we..oe�bWMMdMPM(MmPbw�Ie.TP,'°Z'"eaNd us93>ro� P1t Dr: 1.15 <br /> 6.M.Mdimq K�.-mb 33719), TC Dead 10.0 pof <br /> c..vomm smlom by:Tum aemim.xb C..,PA,819 Somd"Rd.Rd-�m NC 27932 BC Live 0.0 pot O.C.: 2- 0- 0 <br /> IAC-06/TPI-02/ND6-05 <br /> BC Dead 10.0 pot Code: MN-RZ8 <br /> TOTAL 5'�i! IvS.5.19-8031562 <br /> Design: Matrix Analysis Profile Path: 7:\truojobs\326000\326591\ROOF\A2.prx <br />