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Name: 7LR Customer:Lamperts Apple V W0:326591 TI:A1 Qty:2 <br /> TC TOECB AXL HND CBI Cr TC: (2) 4x 2 BPP 2400F-2.0C 2x6 continuous strongback. Attach to each Locations <br /> 1- 2 0 0.00 0.15 0.15 C EC: (2) 4x 2 BPP 24007-2.00 ® truss with 3-3.511x 0.135" nails. splice 1) 0- 0- 0 8) 16- 4- 4 15) 23- 8-12 <br /> 2- 3 -9895 0.06 0.13 0.19 C WE: 4x 2 BPP STUD (N) strongback on truss vertical. 2) 2- 7-12 9) 1B- 1- B 16) 10- 9-12 <br /> 3- 4 -9895 0.06 0.17 023 C 4x 2 SPY 41/12 (N) 2-21.2-20 NOTE: Maxim= truss spacing is 19.2-- o.c. 3) 5- 1- 4 SO) 18- 9-12 17) 13-10-12 <br /> 4- 5 -14398 0.13 0.16 0..30 C I1 or 0: Plate(s) OFFSET from joint center. MULTIPLE LOADCABEB -- This design is the 4) 7- 6-12 11) 21- 3- 4 18) 11-11- 0 <br /> The Joint Detail Report must be included caaposite result of multiple loadcases. 5) 10- 0- 4 12) 23- 8-12 19) 10- 0- 4 <br /> 5- 6 -14398 0.13 0.19 0.33 C with any submittal, inspection, and/or User defined loadcases have been considered 6) 12- 5-12 13) 25-11- 0 20) 5- 1- 4 <br /> 6- 7 -15103 0.14 0.11 0.25 C fabrication documentation. in this design. 7) 13-10-12 14) 25-11- 0 21) 0- 0- 0 <br /> 7- B -15103 0.15 0.19 0.34 C All COMPRSSBION Chords are assumed to be This truss is designed in accordance with ------------ TOTAL DESX= LOADS ------------ <br /> S- 9 -12610 0.10 0.16 0.26 C continuously braced unless noted otherwise. the 2006 International Residential Code Uniform PLY From PLY To <br /> Multi-ply truss. All loads shall be sections 8502.11.1 and 1802.10.2 and TC Vert L+D -260 0- 0- 0 -260 7- 7- 0 <br /> 9-10 -12610 0.10 0.13 0.24 C distributed equally to each ply. referenced standards, V.N.O. TC Vert L+D -193 7- 7- 0 -193 1S- 4- 0 <br /> 10-11 -12610 0.10 0.20 0.30 C In-Plant Quality Assurance with Cq- 1.11 ----MAX. REACTIONS PER REARING LOCATION----- TC Vert L+D -293 18- 4- 0 -293 23-11- 0 <br /> 11-12 -5146 0.02 0.13 0.15 C In-Plant Quality Assurance, per X-Loa Eget Vert Boris Uplift Y Type HC Vert L+D -7 0- 0- 0 -7 25-11- 0 <br /> 12-13 0 0.00 0.10 0.10 C sec. 3.2.4 of TPI-1-02, for joint(s): 0- 1-12 1 3161 0 0 E Pin <br /> 2,4,8,11,12,15,20 25- 9- 4 1 3339 0 0 E R Roll <br /> --------MOM MAX DEFLECTICNS--------- PROVIDE UPLIFT CO941BCTICN PER SCHEDULE <br /> SC FORCE ARL HND C8I Cr LL TL <br /> 21-20 5791 0.14 0.08 0.22 C in./Ratio in./Ratio Jnt(s). <br /> 20-19 12700 0.31 0.12 0.43 C I.Span -0.23/999 -0.75/390 7-6 <br /> 19-16 15119 0.37 0.13 0.50 C Boris. 0.03 0.10 NA <br /> 18-17 15119 0.37 0.13 0.50 C Long term deflection factor - 1.50 <br /> 17-16 14346 0.35 0.13 0.40 C 2 REQUIRED <br /> 16-15 9569 0.24 0.11 0.34 C Linnealeal footage - 87.7 <br /> 15-14 5146 0.13 0.05 0.18 C <br /> Web 190RCE Web FORCE <br /> 21- 1 -320 17- 7 -339 <br /> 21- 2 -6433 17- 8 649 <br /> 2-20 4605 8-16 -1940 Typical Panel-28.75" <br /> 20- 3 -646 16-10 -633 <br /> 20- 4 -3145 16-11 3411 25-11-0 <br /> 4-19 1906 11-15 -4962 1 2 3 4 5 6 7 8 9 10 11 12 13 <br /> 19- 5 -469 15-12 2262 <br /> 19- 6 -809 12-14 -5970 0-3-8 <br /> 0-3- . <br /> 8 15x3 l���i-„ t� e 11� V,S 3x5 I.S <br /> 6-17 62 is-13 -27e r 1 -¢ 8 <br /> z3 <br /> aw explanation of Repetitive 3x5 6x16 3x5 6x8315 x4 3x5 18 W-018 6x12 x8 3x5 <br /> Member Factor, Cr, on 1-6-0 1-6-0 <br /> reverse side of paper or <br /> TEC Form 8.14.2007. "c <br /> 8x12 6x16 618 W-MT18 3x1Ox6 6x12 [5x8] 8x12 <br /> 3161.50" 333913.50" <br /> 25-11-0 <br /> 1 io 19 18 17 16 15 4 <br /> EXCEPT AN SHOWN PLATES ARE MiTek MT20 Scale 0.2396 <br /> WARNING: Eng Job: NO: 326591 <br /> XM Ars NOT&@ of Taxs 59nT. A Copy of TBI! crAxxxo To es ozvaN To <br /> SRBCTINo CONUMTOR. BSACiao MMINo: DWG: TI: Al <br /> &'°hem°w°°"w'a:'" u°°:•'-uosa'°�`�.ae °gF.:+.t�.o'°e-'�rwm.u�.pno<e'° Degnr:SWD Chk: 11/13/2009 <br /> buuftdedp:-d wbbh®:ab000tldeur.Jbr the bWWb*dmip:n.BminS dawn i,�leas.: oftrur <br /> rnph>� °°d'. .�..dw:°"dons TC Live 40.0 s! Lbr Dr: <br /> 1.00 <br /> d.arm+n.a by bn®n.Addinoml bnamg ortho.w.u.b,aa.e tmy b eeau6od(B"E89At of TPI).For P <br /> epeout.ave.b:-ly�mb,o"notb dedp:n.(TmwFuse1-made.TK 6'.ted oteuaron.Mo Plt D7: 1.00 <br /> aie..�i-aw,00n„�3�tv�, TC Dead 10.0 pot <br /> Compme:d B::gi"*by,Tnw B:eb:ewioy c..,P.A.,ein&-ed"ad,eaewoa NC n9rr 8C Live 0.0 pa! 0.C.: 1- 7- 3 <br /> FINIRC-06/TPI-02/NDS-05 <br /> EC Dead 5.0 pa! Code: MN-RE8 <br /> TOTAL 55.0 vat v5.5.19-9031465 <br /> Design: Matrix Analysis Profile Path: 1:\trusjcbs\326000\326591\7L1\Al.prx <br />