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Name: VIA Customer:Lsmtperts Apple V 210:326591 TI:21 Qty:l <br /> TC FORCE AXL END Cal Cr TC: (2) 4x 2 SPY 24007-2.00 ® 2x6 continuous strongbaok. Attach to sea -Joint Locations <br /> 1- 2 -3278 0.03 0.17 0.20 C EC: (2) 4x 2 SPY 24007-2.00 truss with 3-3.5"x 0.135" nails. Splice 1) 0- 3- 0 9) 16- 3-15 17) 11-31- 8 <br /> 2- 3 -5768 0.08 0.09 0.18 C WE: (2) 4x 2 SPP STUD (N) stron9back on truss vertical. 2) 2- 8- 8 10) 18- 0- 0 18) 11- 6- 0 <br /> 3- 4 -5768 0.09 0.16 0.24 C 4x 2 BPF STUD (N) 2-22,3-21.4-21 NOTE: Hu d3mm truss spacing is 19.2" o.a. 3) 5- 1- 4 11) 18- 9- 7 19) 10- 0- 4 <br /> 4-39.6-19,5-18,6-18.7-17,8-17.8-16 All COMPRESSION Chord@ are assn-d to be 4) 7- 6-12 12) 21- 2-15 20) 7-10-11 <br /> 4- 5 -9529 0.24 0.24 0.47 C 9-16.9-15,11-15,13-14.0-0 continuously braced unless noted otherwise, 5) 10- 0- 4 13) 23-10-11 21) 5- 1- 4 <br /> 5- 6 -10119 0.25 0.29 0.53 C 4x 2 SPF #1/82 (N) 2-21,12-15,12-14 In-Plant Quality Assurance with Cq- 1.11 6) 11- 6- 0 14) 23-10-11 22) 2- 8- 8 <br /> 6- 7 -10119 0.24 0.27 0.51 C L] or (): Plate(8) OFFSET from joint center. In-Plant Quality Assurance, per 7) 11-11- 8 15) 18- 9- 7 <br /> 7- 8 -10119 0.25 0.20 0.45 C The Joint Detail t must be included sec. 3.2.4 of TPI-1-02, for oint(s): 8) 13-10- 7 16 13-10- 7 <br /> >�r 3 ) <br /> 8- 9 -9146 0.22 0.20 0.42 C with any submittal, inspection, and/or 2,4,9,12,14,15,16,21,22 ------------ TOTAL DESIGN LOADS ------------ <br /> fabrication doo-tation. ----)=. REACTION8 PER BEARING LOCATION----- Uniform PLV From PLF To <br /> 9-10 -5528 0.08 0.14 0.22 C This truss is designed in accordance with X-Loo Met Vert Boris Uplift Y Type TC Vert L+D -95 0- 3- 0 -95 13- 3- 8 <br /> 10-11 -5529 0.08 0.12 0.20 C the 2005 International Residential Code 0- 1- 8 1 1759 0 0 T Pin TC Vert L+D -79 13- 3- 8 -79 23- 7-11 <br /> 11-12 -8528 0.08 0.11 0.19 C sections 8502.31.1 and 2802.10.2 and 23- 8-15 1 1606 0 0 E B Roll EC Vert L+D -7 0- 0- 9 -7 23- 7-11 <br /> 12-13 0 0.00 0.10 0.10 C referenced standards, u.N.O. PROVIDE UPLIFT CCNWTION PER BCBEDULE Concentrated LES Location <br /> --------OL40M MRX DZFX=TIONB--------- EC Vert L+D -1050 11- 5-12 <br /> LL TL <br /> DC FORCE An END CSI Cr in./Ratio in./Ratio Jnt(s). <br /> 0-22 0 0.00 0.04 0.04 C I.Span -0.29/997 -0.79/353 6 <br /> 22-21 3278 0.16 0.09 0.25 C Boris. -0.04 -0.11 NA <br /> 21-20 7903 0.39 0.15 0.55 C Long term deflection factor - 1.50 <br /> 20-19 7903 0.39 0.16 0.85 C <br /> 19-18 9529 0.47 0.36 0.84 C <br /> 18-17 10119 0.50 0,36 0.87 C <br /> 17-16 9145 0.45 0.14 0.59 C <br /> 16-15 7543 0.37 0.15 0.52 C <br /> 15-14 3051 0.18 0.07 0.23 C <br /> 1Web FORCE <br /> 17!eb FORCE Typical Panel 28.75" <br /> -322 <br /> 22- 2 -1607 17- 8 1163 11-8-12 <br /> 2-21 2009 16- 8 -903 11-8-12 <br /> 21- 3 -209 16- 9 1798 23-10-11 <br /> 21- 4 -2395 9-15 -22612 3 4 5 6 7 8 9 10 it 12 13 <br /> 4-19 1924 15-11 -191 0-'40 <br /> 19- S -717 15-12 2779 <br /> 5-18 773 12-14 -3389 W 3x5 1.50 0-3-8 <br /> 18- 6 168 14-13 -103 8x12 121 30 6x12 [5x4l 325 l6X61 6:12 w''3:6 8116 hS <br /> Sea explanation of Repetitive <br /> Member Factor, Cr, On -6-0 <br /> reverse side of paper or 0-8-4 <br /> TEC Form 9.14.2007. [618] 6116 [6281 [616) [6x6] 6x16 8112 <br /> 0- 8 W-LVTf18 3110 15x41 <br /> -++0-4-0 <br /> 17590 3.00" 16060 3.50" <br /> 23-7-3 <br /> 2 1 20 19 1817 16 i5 4 <br /> 23-10-11 <br /> 10500 <br /> EXCEPT AB BROWN PLATES ARE MiTak UT20 Scale 0.2591 <br /> WARNING: Eng Job: NO: 326591 <br /> Sago ALL NMS a9 THIS MMUT. A COPY of THIS DRAWING TO xm GIVEN TO Dwg: TI: 113 <br /> ERSCT1NG CCaTWTCR. SWING'-"x190, <br /> ds Dmiq =ddrb ema a 66yy � .Br.yiao-we� 5whm�' .Pddd' D89nr:8ND Chk: 11/13/2009 <br /> um <br /> mamba-a'bm&=WzWWS bog&Proviabm mut b.made to=Aw Ybtd*so*rtaodtad bwtlom <br /> ddwmimd by as dwapw.Addifi et bmebe oeme,wao emwba may.be cess Head Por TC Live 40.0 pat Lbr OF: 1.00 <br /> =m,,�n 00Awm 64w Mm Nwobw tl0"�is ImW at 593 TC Dead 10.0 paf Pit DF: 1.00 <br /> flIT%T conVoMm eaRbm.bR by:Tmm Co.,P.A.,8 1 smmd6&"d.Bdobw NC 27933 EC Live 0.0 pet 0.C.: 1- 7- 3 <br /> IAC-06/TPI-02/NDB-03 <br /> EC Dead 5.0 pet Code: 140-11118 <br /> TOTAL 55 .-Tit v5.5.19-8031496 <br /> Design: Matrix Analysis Profile Path: F:\truslobs\326000\326591\nA\E1.prx <br />