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Name: PLA Custoxtar:Laagparts Apple V WO:326591 TI:O Qty:7 <br /> TC FORCE A7Qe PND CBI Cr TC: 4x 2 BPP #1/#2 (N) Unbalanced load ca e W have been checked. .Joint Locations-�� <br /> 1- 2 701 0.18 0.26 0.44 A AC: 4x 2 BPP #1/#2 (N) 11 or (): Plate(s) OPPBST from joint center. 1) 0- 0- 0 4) 7- 1- 4 7) 7- 1- 4 <br /> 2- 3 701 0.10 0.26 0.44 A RS: 4x 2 BPP BTOD (N) The Joint Detail Report const be included 2) 2- 1- B S) B- 7- 6 B) 2- 1- B <br /> 3- 4 -200 0.00 0.25 0.25 A (2) 4x 2 BPP STUD (N) 2-0 with any submittal, inspection, and/or 3) 4- 7-12 6) B- 7- 6 9) 0- 0- 0 <br /> 1QOTP: Maximal truss spacing is 19.2" o.c. fabrication documentation. ------------ TOTAL DBBIGN LOAD$ ------------ <br /> 4- S 0 0.00 0.17 0.17 A MULTIPLE 14ADCURS -- This design is the This truss is designed in accordance with Uniform PLP From PLP To <br /> composite result of multiple loadcases. the 2006 International Residential Code TC Vert L+D -79 0- 0- 0 -79 B- 7- 6 <br /> PC FORCE AXL PND C8i Cr Ali COASBBION Chords are assumed to be sections 8502.11.1 and R002.10.2 and SC Vert L+D -7 0- 0- 0 -7 S- 7- 6 <br /> 9- B 0 0.00 0.11 0.11 P continuously braced unless noted otherwise. referenced standards, U.N.O. Concentrated LBB Location <br /> B- 7 -364 0.03 0.09 0.12 P In-Plant Quality Assurance with Cq- 1.11 ----MAX. REACTICNB PER BEARING LOCATION----- TC Vert L+D -393 0- 1- B <br /> In-Plant Quality Assurance, per X-Loc Peet Vert Boris Uplift T Type --------GLOBAL MAX DEPLECTIONB--------- <br /> 7- 6 200 0.05 0.07 0.12 B sec, 3.2.4 of TPI-1-02, for joint(s): 2- 1-12 1 1020 0 0 e Pin LL TL <br /> 1,3 $_B- 5-10 1 228 0 -79 S B Roll in./Ratio in./Ratio Jnt(s). <br /> Web YORCZ Web FORCE PROVIDE UPLIFT COSRECTION PER SCBSDULs L.Cant. 0.00/999 -0.03/821 9 <br /> 9- 1 -47 3- 7 317 I.Bpan -0.02/999 -0.05/999 7-0 <br /> 1- 8 -842 7- 4 -121 Boris. 0.00 -0.01 NA <br /> B- 2 -208 4- 6 -276 Long term deflection factor - 1.50 <br /> B- 3 -659 6- S -42 <br /> Bee explanation of Repetitive Typical Panel-28.75" <br /> Mlsmber Factor, Cr, on <br /> reverse aide of paper or <br /> TBC Fbrm 0.14.2007. <br /> 8-7-6 <br /> 1 393.3# 2 3 4 5 <br /> 0-3-8 1.513 1.50 0-3-8 <br /> 3x4 2x4 3x4 301.513 <br /> O O <br /> 1-6-0 1-6-0 <br /> O <br /> 1.5.3 318 [3x4] 3x5 <br /> 0-3-9 1.5x3 <br /> 1020#3.50" 228#3.50" <br /> S-5-14 <br /> 9 8 7 6 <br /> 8-7-6 <br /> CANT: 2- 0- 0 <br /> EXCEPT A8 SHOWN PLATE8 ARE MiTek MT20 Scale-0.6203 <br /> WARNING: Enq Job: 1F0: 326591 <br /> Raw ALL worse ON rase MUT. A copy or Tsxs DRAxxns To m oxvaw To <br /> aRsaTxas CONTRACTOR. aRAcxxo x MXMG: Dwq: TI: O <br /> ���nWbar lend6biyo�y ay � i'� �upp�mt',r oPes Degnr:BMD Chk: 11/13/2009 <br /> mmmbm Osla W X&M blwk" th Ptondo-Mort be merw W wAwr hftM bmft eteod,mJ iaod 6osWw <br /> TFIN <br /> &Wmeedbyae aee�.r ddn mlbmigonb.e�eaa-bre M.ybemwtr«�.M.etMatorT�.N- TC Live 40.0 paf Lbr DP: 1.00 <br /> .�taotmubr� .omotbwtmttaa.�w.CrmPIM IndUs,TT[b e.4W rtda3Mnoedo PIt DP: 1.00 <br /> rklw,MtlMoa Wi-.nb,$3719). TC Dead 10.0 pe! <br /> compomm seg mw na by:Trus aoanredna Co.,p.a,Mla so Ma.we ad EdmtDk NC 27932 SC Live 0.0 pa! O.C.: 1- 7- 3 <br /> IAC-06/TPI-02/NDB-05 <br /> SC Dead 5.0 paf Code: MN-REB <br /> TOTAL35.0i! vS.5.19-8031447 <br /> Design: Matrix Analysis Profile Path: 1:\truajcbs\326000\326591\PLA\G.prx <br />