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Name: rLA Customer:Lamperts Apple V WO:326591 TI:D Qty:i <br /> TC FORCE A)M BND Cal Cr TC: 4x 2 SPr #1/#2 (N) ® 20 continuous strongback. Attach to eachJoiat Locations <br /> 1- 2 0 0.00 0.28 0.28 A BC: 4x 2 SPY #1/#2 (N) truss with 3-3.5"x 0.135" nails. Splice 1) 0- 0- 0 6) 51-11-12 <br /> 2- 3 -1961 0.07 0.29 0.36 A INE: 4x 2 8Pr BTUD (N) strongback on truss vertical. 2) 2- 7-12 7) 14- $- 4 12) 5- 1- 4 <br /> 3- 4 -1961 0.07 0.21 0.28 A (2) 4x 2 BPP BTUD (N) 6-10 This truss is designed in accordance with 3) 5- 1- 4 8) 17- 0- 4 13) 0- 0- 0 <br /> NL: 4x 2 SPF #102 (N) the 2005 International Residential Code 4) 7- 6-12 9) 17- 0- 4 <br /> 4- 5 -2267 0.13 0.18 0.31 A NOTE: Maxine truss spacing is 19.2" c.c. sections 8502.11.1 and R802.10.2 and 5) 10- 0- 4 SO) 14- 5- 4 <br /> 5- 6 -2267 0.09 0.16 0.25 A All CCN PRE Chords are assumed to be referenced standards, U.N.O. In-Plant Quality Assurance with Cq - 1.11 <br /> 6- 7 -1260 0.03 0,40 0.43 A continuously braced unless noted otherwise, ----MAR. REACTIONS PER DENU340 IMMION----- In-plant Quality Assurance, per <br /> 7- S -1260 0.01 0.25 0.26 A R-Loo Bast Vert Boris Uplift Y Type sec. 3.2.4 of TPI-1-02, for joint(e)r <br /> 0- 1-12 1 753 0 0 B pin 1,2,3,5,6,9,10 <br /> 17- 3- 0 1 769 0 O T B Roll --------GLOBAL MAX D3137=ICNB--------- <br /> BC FORCE AXL BND CBI Cr PROVIDE UPLIFT CONRECTION PER 8CBFDULE LL TL <br /> 13-12 1215 0.31 0.10 0.41 s in./Ratio in./Ratio Jnt(s). <br /> 12-11 2296 0.59 0.09 0.68 B I.span -0.16/999 -0.24/822 5-4 <br /> 11-10 1940 0.50 0.05 0.56 B Boris. 0.03 0.05 NA <br /> 10- 9 0 0.00 0.04 0.04 B Long term deflection factor 1.50 <br /> Web FORCE Web FORCE <br /> 13- 1 -89 11- 5 -177 <br /> 13- 2 -1376 11- 6 400 <br /> 2-12 855 6-10 -779 <br /> 12- 3 -186 10- 7 -276 <br /> 12- 4 -363 10- 8 1435 <br /> 4-11 -33 9- 8 B Typical Panel 28.75" <br /> ase explanation of Repetitive <br /> Member Factor, Cr, on 17-5-4 <br /> reverse side of paper or 1 2 3 4 5 6 7 0I e <br /> TEc Form 9.14,2007, ;-r <br /> 0-3-8 1.513 +[3151 <br /> 1.5x3 4x8 1.50 3x4 1.5x3 3x4 315 6x6 1 <br /> 1.6.0 O 1-6If-0 <br /> ;_i�z 1 �'' :1�!� <br /> 4x8 3x8 3X5 3x12 1.5x3 <br /> 753#3.50" 769#4.50" <br /> 17-0-4 <br /> 13 12 11 10 9 <br /> 17-5-4 <br /> COSMETIC FLUBS (2)+(3x51 <br /> EXCEPT AB BROWN PLATEB AAE MLTsk MT20 Scale 0.3673 <br /> WARNING: Eng Job: NO: 326591 <br /> caw ALL Name ON THIS $UZI, A COPY Or TSIs aRW=G TO Be GIveN TO Dwq: TS: D <br /> RUCTING CONTRACTOR. BRACING WARNING: <br /> BruipS Ldpandwwhiehdie nibvw W mi nectim ��� > .."bfw1= � °f'�° Dugnr:FWD Chk: 11/13/2009 <br /> 04&%5446, Wdln °°°e' 10"t6. TC Live 40.0 •! Lbs D!: 1.00 <br /> deWmioed by d* de"p:m.Adkd=W bmobe of Iho omA McGhee maybe (Bme Al of For P <br /> ,F„m,m",b„ove ,.ten eoeuabwwogaa.i�...tmwFieoera,uwe,rni iso ba u583boso Pit Dr: 1.00 <br /> Drlw,i•1adlao:4 Waaio"am 537i�. TC Dead 10.0 pat <br /> Cempm.m s by:T" fthmiq Co..P.A.,8:B aamdsWs FA ide�tm NC n93a EC Live 0.0 pot O.C.: 1- 7- 3 <br /> rl"FINiRC-06/TPI-02/ND8-05 <br /> BC Dead 5.0 puff Code: MN-REB <br /> TOTAL 55.0 s! v5.5.19-8031511 <br /> Design: Matrix Analysis Profile Path: 7:\trusjcbs\326000\326591\PLR\D.prx <br />