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Name: Im Customer Mampatzte Apple V 110:326591 TI:B Qty12 <br /> TC POACH AXL am CBI Cr TC: 4x 2 BPF 165031-1.5C ®2x6 continuous stronpback. Attach to each .Joint Locations <br /> 1- 2 -1748 0.01 0.15 0.16 A 4x 2 BPP 41/#2 (N) 10-13 truss with 3-3.5"x 0.135" nails. Splice 1) 0- 3- 0 9) 16- 4- 4 17) 13- 2- 0 <br /> 2- 3 -2965 0.09 0.26 0.36 A �0 4x 2 BPP 1650!-1.SC strongback on truss vertical. 2) 2- B- B 10) 18- 0- 0 18) 12- 6- 8 <br /> 3- 4 -2955 0.13 0.16 0.2D A �0 (2) 4x 2 BPP STUD (N) NOTE: bkxi:mm truss spacing is 19.2" o.c. 3) S- 1- 4 11) 1S- 9-12 19) 10- 0- 4 <br /> 4x 2 SPP STUD (N) 2-22,2-21,3-21 All COMPRESSION Chords are assumed to be 4) 7- 6-12 12) 21- 3- 4 20) 7-11- 0 <br /> 4- S -4374 0.26 0.14 0.40 A 4-21.4-19.5-1D,6-19.6-18,7-17.7-16 continuously braced unless noted otherwise. 5) 10- 0- 4 13) 23-11- 0 21) 5- 1- 4 <br /> 5- 6 -4374 0.33 0.27 0.60 A 8-16,9-16.9-15,11-15,12-15,12-14 In-Plant Quality Assurance with Cq- 1.11 6) 12- 6- B 14) 23-11- 0 22) 2- 8- 8 <br /> 6- 7 -4451 0.21 0.07 0.28 A 13-14.0-0 In-Plant Quality Assurance, per 7) 13- 2- 0 15) 18- 9-12 <br /> 7- a -4372 0.21 0.08 0.29 A SL: 4Z2 BPP 1650!-S.SC sec. 3.2.4 of TPI-1-02, for joint(s): 8) 13-10-12 16) 13-10-12 <br /> 8- D -4372 0.29 0.20 0.50 A t1 or (}: Plate(e) 0176ST from joint center. 3,4,5,8,9,11,12,13,14,17,18,19 ----DAX. REACTIONS PHA SHAMING LOCATIOM----- <br /> The Joint Detail Report must be included X-Loo Beet Vert Boris Uplift Y Type <br /> 9-10 -3031 0.13 0.14 0.27 A with any submittal, inspection, and/or 0- 1- 8 1 1056 0 0 T Pin <br /> 10-11 -3031 0.23 0.16 0.39 A fabrication documentation. 23- 9- 4 1 1045 0 0 8 B loll <br /> 11-12 -3031 0.16 0.29 0.45 A This truss is designed in accordance with PROVIDE UPLIFT COSMUMTICK PER BCBZXW <br /> 12-13 0 0.00 0.28 0.28 A the 2006 International Residential Code <br /> sections A502.11.1 and 8802.10.2 and <br /> referenced standards, U.N.O. <br /> BC FORCE AIM MND CBI Cr --------GLOBAL MAX DEFLSCTIONS--------- <br /> 0-22 0 0.00 0.11 0.11 8 LL TL <br /> 22-21 1748 0.30 0.11 0.40 8 in./Ratio in./Ratio Jnt(s). <br /> 21-20 3640 0.65 0.09 0.74 8 I.epan -0.48/379 -0.76/371 6-5 <br /> 20-19 3840 0.65 0.08 0.74 a Boris. -0.09 -0.13 NA <br /> 19-18 4451 0.76 0.11 0.86 8 Long term deflection lector 1.50 <br /> 18-17 4451 0.76 0.11 0.86 B <br /> 17-16 4451 0.76 0.07 0.83 B <br /> 16-15 3887 0.66 0.08 0.74 B <br /> 15-14 1763 0.30 0.08 0.38 8 Typical Panel=28.75" <br /> Web FORCE Web FOR 12-10-4 <br /> 1-22 2003 17- 7 89 12-10-4 <br /> 22- 2 -940 7-16 -168 0- 23-11-0 <br /> 2-21 1392 16- a -123 1 2 3 4 5 6 7 8 9 10 11 12 13 <br /> 21- 3 -179 16- 9 SS6 <br /> 21- 4 -1014 9-15 -981 <br /> 4-19 611 15-11 -184 [401 1.5X3 1.513 0-3-8 <br /> 19- 5 -212 13-12 1452 818 16X61 1.513 316 1.513 DEC 1.52.3 316 W-M 4112 1.5X3 <br /> 19- 6 -88 12-14 -1998 ° <br /> 1B- 6 -64 14-13 -09 1-6-0 I ® 1-6-0 <br /> 4 See explanation of Repetitive 0-8-8 1� <br /> Member Factor, Cr, on [4181 4X12 W-MT18 3110315 1•SX3 46 4112 418 <br /> reverse side of Popov or 0-3,.8 1.5X3 <br /> TEC form 8.14.2007. 47 <br /> 0-6-0 <br /> 1 <br /> 10560 3.00" 0450 3.50" <br /> 23-7-8 <br /> 22 21 20 19 18 17 16 15 4 <br /> 23-11-0 <br /> EXCEPT A8 SHOWN PLATZB ARE MiTak MT20 Scale 0.2589 <br /> WARNING: Eng Job: NO: 326591 <br /> READ ALL NOTES ON TBI8 emaT. A COPY OF TNI8 DRUM TO is GIVEN TO Dwg: TI: 8 <br /> EEECTING CONTRACTOR. MING IP.MXMGt <br /> BMD*do""°"ua'tr'" :.°m«.om°bmW%"'mabW&pww°ro°+r4mi'.9"b-b4`Wh"'P'a'rw' Dagnr:SWD Chk: 11/13/2009 <br /> I <br /> de.f�md"blob m'e Wee-id..d as butWbg dalpia.BmdoM duwnu LmWml.�f of"= <br /> 'ooty b sedum buoltll.Ml.�tb PmvWM mud b'm.d.M moba WMW Mwiq't Sed.ad bog "ed by m' dedy'm.11ddW."Ibm.hf.tao ow'M.bu*w mq b.mq a.a(Mw -91 offm.PmTC Liw 40.0 pe! Lbs DF: i.00 <br /> tma DmohPm'wmr'tboUft&dpw.(Tmm Pus.bmuba..rPt-b'.aa at 593D�' Pit DP: 1.00 <br /> =.M i.,Wwcovin 53719). TC Dead 10.0 pe! <br /> LE'Tp mSao-oaby:Tmib c..,P.A.,ales'uW"ad,8d.'maxc27933 8C Live 0.0 pe! O.C.: 1- 7- 3 <br /> IAC-06/TPI-02/ND8-05 <br /> BC Dead 5.0 pa! Code: MN-RZS <br /> TOTAL b8.0 a! v5.5.19-8031452 <br /> Design: bktrix Analysis Profile Path: F:\true jobs\326000\326691\FLIt\B.prx <br />