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Name: ROOF Customer:Lamperte Apple V WO:326591 TI:C Qty:9 <br /> TC FORCE AXL END CSI Cr TC: 2x 4 BPP #1/#2 (N) Bottom chord has been loaded with 10 psf -Joint locations�� <br /> 1- 2 138 0.03 0.73 0.76 A BC: 2x 4 BPP #1/#2 (N) live load applied non-concurrently. 1) 0- 0- 0 5) 23-11- 0 9) 7-11-11 <br /> 2- 3 -1471 0.03 0.74 0.77 A M: 2x 3 BPP STUD (N) MULTIPLE LOADCASE6 -- This design is the 2) 5-11-12 6) 23-11- 0 10) 0- 0- 0 <br /> 3- 4 -1473 0.03 0.74 0.77 A 2x 4 SPF #1/#2 (N) 2-10.4-6 composite result of multiple loadcases. 3) 11-11- 9 7) 15-11- S <br /> 4- 5 131 0.03 0.73 0.76 A () or (): Plate(s) OFFSET from joint center. All COMPREBBION Chords are assumed to be 4) 17-11- 4 B) 14- 0- 0 <br /> The Joint Detail Report must be included continuously braced unless noted otherwise. ------------ TOTAL DESIGN LOADS --------- -- <br /> with any submittal, inspection, and/or WndLod per ASCE 7-05, comma/C6C, V- 90nph, Uniform PLP From PLP To <br /> BC FARCE AXL END CBI Cr fabrication dcouman tation. B- 23.0 ft, i- 1.00, Exp.Cat. C, Rat- 1.0 TC Vert L+D -90 - 2- 0- 0 -90 11-11- 8 <br /> 10- 9 1277 0.15 0.51 0.72 8 End vertical(m) not designed for exposure WA Type- e-al L- 23.9 ft W- 23.9 ft Truss TC Vert L+D -90 11-11- 8 -90 23-11- 0 <br /> 9- B 1019 0.12 O.SB 0.70 8 to lateral wind pressure. in END sone, TOL- 6.0 psi, BCDL- 6.0 psf BC Vert L+D -20 0- 0- 0 -20 23-11- 0 <br /> This truss is designed in accordance with Bracing Schedule: In-Plant Quality Assurance with Cq - 1.00 <br /> 8- 7 1019 0.12 0.58 0.70 8 the 2006 International Residential Code Webs Brace It Joint to Joint In-Plant Quality Assurance, per <br /> 7- 6 1277 0.15 0.58 0.72 B sections 8502.11.1 and 8802.10.2 and 1/2 2-10,4- 6 moo. 3.2.4 of TPI-1-02, for joint(s): <br /> referenced standards, U.N.O. Bracing shown is for visual purposes only. 6,10 <br /> Web FORCE Web FORCE ----RAX. REACTION8 PER WARING LOCATION----- Continous lateral bracing attached to <br /> 10- 1 -206 3- 7 379 X-Loa not Vert Boris Uplift Y Type either edge of webs) shown OR a T-brace, <br /> 0- 2-12 1 1495 117 -297 E Pin nailed flat to edge of web with 3.3"x 0.135" <br /> 10- 2 -1649 7- 4 224 23- B- 4 1 1495 0 -297 E R Roll nails spaced 6" o.c. T-brace most extend <br /> 2- 9 224 4- 6 -1649 PROVIDE UPLIFT CONNECTION PER SCHEDULE at least 909 of web length and be same <br /> 9- 3 379 6- S -206 mise, species, and grade as web. <br /> 2x6 T-Brace required on any web Over 14'-0". <br /> Bee explanation of Repetitive --------GLOBAL MAX DEFLECTION!--------- <br /> LL TL <br /> Member Factor, Cr, on in./Ratio in./Ratio Jnt(s), <br /> reverse side of paper or I.Span -0.06/999 -0.35/790 5-7 <br /> TEC Form 8.14.2007. Boris, 0.03 0.05 NA <br /> Long term deflection !actor - 1.50 <br /> 11.11-8 11-11-8 <br /> 1 2 3 4 S <br /> 6.00 -6.00 <br /> 4x4 <br /> (3x8 3x8] <br /> 7-11-12 7-11-12 <br /> 1.5x4 1.5x4 <br /> 2-0-0 2-0-0 <br /> 3x8 3x4 3:6 3x4 3x8 <br /> OR PR <br /> 1495#5.50" 1495#5.50" <br /> 23-11-0 <br /> -0-0 0 23-11-0 -0-0 <br /> EXCEPT A8 8E0WN PLATES ARE 0 2-13) Scale-0.1585 <br /> WARNING: Eng Job: NO: 326591 <br /> READ ALL NOTES ON TRIO BOOST. A COPY OF THIS DRnxINO TO EE GIVEN TO Dwg: TI: C <br /> ERECTING CONTRACTOR. ERAOING WARNING, <br /> 3-Ing.-ddodmwingUrm " bmin&wind 6rohy,pmWb-ingwAnlkbningYA&hi.*pod ortl- Dsgnr:SWD Chk: 11/13/2009 <br /> bdldb*d.p=d whbh imm b.aondd-dbDyy ae bYWvy d.dgor.Bnoleg down L Por V1erd.uppnt of trues <br /> m.mbm,-�:rm-&-buA*Ima&P.ovl,bo,mud be��.m-oboe-Mlmelbn.ing d.-4 and <br /> dd-mhrdbylh.buiidk*dw4w..Addtlm,lb-hignru.ov,maNwMmryb.m (a- a:,eTPp.rm TC Live 35.0 pB! Lbr DF: 1.15 <br /> ,p-uA tr,-,b'-ieq mgdrvwub,aonLWt buiidiog dnlsvr.MM 1 Im bwth s,Trt b r.wd r sat DOOR Plt DF: 1.15 <br /> Ddw,M.dimo.w7.em.Iu 5,719). TO Dead 10.0 pe! <br /> camp-.m Eogi".-mg by:Tmn a.gm.-;ng cn.,res,118 go me.w.Rd tsmoma NC 27933 BC Live 0.0 pe! O.C.: 2- 0- 0 <br /> iRC-06/TPI-02/ND8-05 <br /> EC Dead 10.0 pB! Code: MN-REB <br /> TOTAL 5.0 of v5.5.19-8031573 <br /> Design: Matrix Analysis Profile Path: F:\trusJabm\326000\326591\ROOF\C.prx <br />