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Name: FLA Customer:Lamperto Apple V WO:326591 TI:E Qty:4 <br /> TC FORCE AxL BBD CSI Cr TC: 4x 2 SPP #1/#2 (N) ®2x6 continuous strongbaok. Attach to each -Joint Locations- <br /> 1- <br /> ocations1- 2 0 0.00 0.28 0.28 A EC: 4x 2 BPP #1/#2 (N) truss with 3-3.5°x 0.135" nails. splice 1) 0- 0- 0 5) 10- 0- 4 9) 10-11- B <br /> 2- 3 -1402 0.04 0.29 0.32 A WE: 4x 2 BPP STUD (N) strongback on truss vertical. 2) 2- 7-12 6) 30-11- 8 10) 10- 0- 4 <br /> 3- 4 -1402 0.03 0.23 0.27 A (2) 4x 2 BPP STUD (N) 7-9 NOTE: Maximum truss spacing is 19.2" o.c. 3) 5- 1- 4 7) 13- 6- B 11) 5- 1- 4 <br /> EL: 4x 2 BOP #1/#2 (N) All COMPRESSION Chords are assumed to be 4) 7- 6-12 8) 13- 6- 8 12) 0- 0- 0 <br /> 4- 5 -1154 0.02 0.23 0.26 A II or (): Plato(s) OFFSET from joint center. continuously braced unless noted otherwise. In-Plant Quality Assurance with Cq- 1.11 <br /> 5- 6 -958 0.02 0.34 0.36 A The Joint Detail Report must be included ----MRX. REACTICNS PER EBARn= IMATIOB----- In-plant Quality Assurance, per <br /> 6- 7 -958 0.01 0.22 0.23 A with any submittal, inspection, and/or R-Loa Eget Vert Boris Uplift x Type sec. 3.2.4 of TPI-1-02, for joint(:): <br /> fabrication documentation. 0- 1-12 1 600 0 0 E Pin 2,11,12 <br /> EC FORCE AxL END CBI Cr This mss is designed in accordance with 13- 8-10 1 608 0 0 T B Roll <br /> the 2006 International Residential Code PROVIDE UPLIFT COZBECTiCN PER SCHEDULE <br /> 12-11 929 0.24 0.10 0.34 E sections 8502.11.1 and 8802.10.2 and <br /> 11-10 1465 0.38 0.10 0.46 E referenced standards, U.N.O. <br /> 10- 9 1154 0.30 0.05 0.35 E --------GLOB MAX DEFLECTIONS--------- <br /> 9- B 0 0.00 0.03 0.03 E LL TL <br /> in./Ratio in./Ratio Jnt(s). <br /> Web Web FORCE I.Bpan -0.08/999 -0.12/999 10-11 <br /> Boris. 0.02 0.03 NA <br /> 12- 1 -88 10- 5 204 Long term deflection !actor - 1.50 <br /> 12- 2 -1052 5- 9 -349 <br /> 2-11 543 9- 6 -228 <br /> 11- 3 -185 9- 7 1091 <br /> 11- 4 -72 8- 7 10 <br /> 4-10 -356 <br /> Bee explanation of Repetitive Typical Panel a 28.75" <br /> Member Factor, Cr, on <br /> reverse side of paper or <br /> TRC Form 8.14.2007. <br /> 13-10-4 <br /> 1 2 3 4 S 6 0�.2 <br /> 0-3-8 1.50 <br /> l.SO 3x6 115:,3 3x4 Al33x5 6x6 <br /> 0 <br /> 1-6-0 1-6-0 <br /> t 5i��f : I <br /> 3:6 3x5 3x8 1.5x3 <br /> [3x4] <br /> Cm <br /> 600#3.50" 608#3.25" <br /> 13-6-9 <br /> 12 11 10 9 8 <br /> 13-10-4 - --- <br /> E3;CEPT AS BROWN PLATES ARE MiTek MT20 Scale 0.4342 <br /> WARNING: Eng Job: WO: 326591 <br /> REM ALL NOTES ON THIS SHEET, A COPY OF THIS DPANUG TO U OrM To <br /> EPECTING CONTRUTOH. SPACING WARNING: Dug, TI: E <br /> R 'm°"on We dmwiql iu nw umdon bmir6"road ingpaWbmingmA d.,hwi**t isaput ddw gnr: <br /> DB SWD Chk: 11/13/2009 <br /> ba:abea-iprdeY:dib-arbeo�.w.enc+eb�yu.buva�dp-.R:- �wnrm.w«.: crus- <br /> menden cry ro-Rae bwkft i-ye.Pmvidem mm:be male m mror lewd bm:*at m&and leoetlom <br /> ar-mimd:yae�d: ,:- -.Adddm.:b *orme,vm::,whnmybe fie.. a:„c Po. TC Live 40.0 pe! Lbr DF: 1.00 <br /> b oomrboua�ae.iper.(TmaP:.ato.daa.,trioo.ue r586D000m�o TC Dead 50.0 pe! Plt DF: 1.00 <br /> compoeoeHn:oeede4by:rnwsedbred:yco..P.a.e:eeammia:mdeaemabt�:ym3 8C Live 0.0 pa! O.C.: 1- 7- 3 <br /> IRC-06/TPI-02/NDS-05 <br /> &P T%FEC Dead 8.0 pe! Codes MM-REB <br /> TOTAL 5__T B! v5.5.19- 031444 <br /> Design: Matrix Analysis Profile Path: F:\trusjcbs\326000\326591\FLR\E.prx <br />