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Customer:Lamperts Apple V WO:326591 TI:C1 Qtytl <br /> 6 #1/92 (N) Analysis basad on Binplified Analog Nodal. -Joint Locations <br /> P #1/#2 (N) MULTIPLE L0ADCA8E8 -- This design is the 1) 0- 0- 0 14) 17- 3- 8 27) 14- 7- 8 <br /> 6 STUD (N) oaaposite result of multiple loadcases. 2) 1- 3- 8 15) 1e- 7- 9 28) 14- 0- 0 <br /> P STUD (N) And vertical(&) not designed for exposure 3) 2- 7- 8 16) 19-11- 8 29) 13- 3- 8 <br /> has been loaded with 10 pot to lateral wind pressure. 4) 3-11- 6 17) 21- 3- 8 30) 11-11- 8 <br /> plied non-concurrently. wind loads have been checked perpendicular 5) 5- 3- 8 18) 22- 7- 8 31) 10- 7- 8 <br /> ION Chords are assumed to be to the lace of the truss. 6) 6- 7- 8 19) 23-11- 0 32) 9- 3- 8 <br /> braced unless noted otherwise. This truss is designed in accordance with 7) 7-11- 8 20) 23-11- 0 33) 7-11- 8 <br /> SCA 7-05, MNVRS/CiC, V- 90mph, the 2006 International Residential Code 6) 9- 3- 8 21) 22- 7- 8 34) 6- 7- 8 <br /> I- 1.00, Exp.Cat. C, Kato 1.0 sections 8502.11.1 and 8802.10.2 and 9) 10- 7- 8 22) 21- 3- 8 35) 5- 3- 9 <br /> of L• 23.9 !t 1P 23.9 !t Truss referenced standard-, V.N.O. SO) 11-11- 8 23) 19-11- 8 36) 3-11- 8 <br /> TCDIt 6.0 pot, BCDLm 6.0 pat Bracing schedule: 11) 13- 3- 8 24) 18- 7- 8 37) 2- 7- 8 <br /> lateral bracing attached to webs Brace Pt Joint to Joint 12) 14- 7- 8 23) 17- 3- 0 38) 1- 3- 8 <br /> 8 of web(s) shown. Bracing MUST be 1/2 6-34,7-33,8-32,9-31,10-30, 13) 15-11- 8 26) 15-11- 8 39) 0- 0- 0 <br /> to provide equal unbraced 11-29,12-27,13-26,14-25 In-Plant Quality Assurance with Cq- 1.00 <br /> Z 2x4 T-brace nailed flat to edge Bracing shown is for visual purposes only. ----MAX. 8Bi1CTIONS PER BAARIM LOCATICN----- <br /> a w/3.5"x 0.135" nails spaced 6" o S-Loo Boot Vert Soria Uplift Y Type <br /> extend at least 900 of web length 0- 0-12 1 243 0 -106 B Pin <br /> required on any web over 14'-011, 23-10- 4 1 232 0 -101 B Pin <br /> PROVIDE UPLIFT CONNECTION PER SCHEDULE <br /> --------OLOBAL MAX DE3T.BCTICNa--------- <br /> LL TL <br /> in,/Ratio in./Ratio Jnt(s). <br /> I.Spac -0.01/999 -0.01/999 10-9 <br /> 11-11-8 11-11-8soris. 0.03 0.05 NA <br /> 1 2 3 4 S 6 7 8 9 10 11 12 13 14 15 1 loot factor ID I-So <br /> 6.00 -6.00 9 <br /> 40 <br /> 1.5x4 1.5x4 <br /> I.S:4 1.514 <br /> 1.5:4 1.5x4 <br /> 1.5x4 1.5x4 <br /> 1.5:4 1.5x4 <br /> 1.5x4 1.5x4 <br /> 1. z4 1.5x4 7-11-12 <br /> 1.5x4 1.5x4 <br /> 1.5x4 1.9x4 �Ic <br /> 0-0 <br /> 2-0-0 <br /> 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 I.5z4 1.5x4 1,5x4 1.5x4 <br /> 1.524 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 1.50 <br /> 3x6 <br /> 243# .50" Stud®1-4-0 3 1.50" <br /> 23-I1-0 <br /> 9 ll 7 6 5 4 32 1 9 8 27 16 25 24 b 12 1 0 <br /> (112-0-0 23. 1-0 J-0-0 <br /> SHOW PLATES ARA MiTek MT20 (R2--�1 <br /> SHOWN Scale 0.2283 <br /> IIAANING: Eng Job: NO: 326391 <br /> R=ALL NOTA& ON Txx& SHEET. A COPY or TRU MAKING TO aE osvaN TO Dwg: Ti: Cl <br /> aRECTIN&CONTRACTOR. aMCINO MMXW&: <br /> S�.ousd,mwoanme wl�u.ne u..ace..�ae..ua Fmwt smdeurrtnans nu.F.rtoew. Dsgnr:BND Chk: 11/13/2009 <br /> b.uab,edmp.dwM.hundb..omddmd ft%Wdmg&Wg r.Bmmgd-"i.En ran +"MW <br /> m.mum...y m na m evel.r u�ym PmvWm mud b.m.k m.mbm uunl bnoue.l Mh med u..M <br /> 9 F Id.u'm"«t by th.build og d.dpwr,pdutim.l lewios otm.mw.11 mnmwe my b.�ewh�d(8=91 oP'�'p1)�Fm TC Live 35.0 pa! Lbr DY: 1.15 <br /> w.,uumm.y.oby,.y.mm"..a.oftboildod&iw.(ynwPmuInrthEe.TPI L lw@W u583D'Ow TC Dead 10.0 pa! Plt D!: 1.13 <br /> nd..,A5.a1...,Nu.oimia&3719). O"'C.: 2- 0- 0 <br /> Compo.eel 1"e by:Tnw Bylnm.ine Ca.,PA,818 8o�m'bid.Rd Bim.NC s793s BC Live 0.0 pe! <br /> 1i3O-06/TPI-02/ND8-05 <br /> BC Dead 10.0 pa! Code: MN-RZ8 <br /> TOTAL 55.0 of vi.5.19-8031574 <br /> ix Analysis Profile Path: F:\trumlobs\326000\326691\Roo!\Ci.prx <br />