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Nave: FLA Cuotomer:Lamperts Apple V 110:326591 TI:A3 Qty:2 <br /> TC FORCE AXL SND CBI Cr TC: 4x 2 BPP 2400Y-2.0C 2x6 continuous strongback. Attach to each ���Joint Locations- <br /> 1- 2 -1930 0.01 0.12 0.13 C 9C: 42 2 BPP 24007-2.00 truss with 3-3.5"x 0.135" nails. Splice 1) 0- 3- 0 8) 16- 4- 4 15) 18- 9-12 <br /> 2- 3 -3308 0.11 0.21 0.31 C WS' (2) 4x 2 SPP STUD (N) strongbw* on truss vertical. 2) 2- 8- 8 9) 18- 0- 0 16) 13-10-12 <br /> 3- 4 -3308 0.13 0.13 0.26 C 4x 2 BPP STUD (N) 2-20,2-19.3-19 NOTE: Max+"--" truss spacing is 19.2" c.c. 3) 5- 1- 4 10) 1S- 9-12 17) 11- 7- 8 <br /> 0-19.4-38,5-18,6-18,6-16,7-16.8-16 A11 COMPRESSION Chords are assumed to be 4) 7- 6-12 11) 21- 3- 4 18) 10- 0- 4 <br /> 4- 5 -5077 0.30 0.12 0.42 C 8-15,10-15,11-15,11-14,12-14 continuously braced unless noted otherwise. S) 10- 0- 4 12) 23- 8-12 19) 5- 1- 4 <br /> 5- 6 -5077 0,33 0.17 0.50 C SL: 4x 2 SPP 24007-2.0C In-Plant Quality Assurance with Cq- 1.11 6) 12- 5-12 13) 25- 8- 0 20) 2- 8- 8 <br /> 6- 7 -5361 0.27 0.06 0.33 C 11 or (): Plate(s) OFFSET from Joint center, In-Plant Quality Assurance, per 7) 13-10-12 14) 23- 8-12 <br /> 7- 8 -5361 0.37 0,18 0.54 C The Joint Detail Report must he included sec. 3.2.4 of TPI-1-02, for Joint(s): ------------ TOTAL DESIGQ LOADS ------------ <br /> 8- 9 -4373 0.22 0.12 0.34 C with any submittal, inspection, and/or 2,4,8,14,16,20 Uniform FLY From PLY To <br /> fabrication documentation. ----MAX. ROACTIONS PER REARING LOCATION----- TC Vert L+D -79 0- 3- 0 -79 17-10- 8 <br /> 9-10 -4373 0.22 0.09 0.31 C This truss is designed in accordance with X-Loo nset Vert Boris Uplift Y Type TC Vert L+D -95 17-10- 8 -95 25- 8- 0 <br /> 10-11 -4373 0.23 0.15 0.38 C the 2006 International Residential Code 0- 1- 8 1 1155 0 0 T Pin SC Vert L+D -7 0- 0- 8 -7 25- 4- 8 <br /> 11-12 -1665 0.03 0.20 0.23 C sections 8502.11.1 and 8802.10.2 and 25- 9- S 1 1244 0 0 T 8 Roll <br /> 12-13 -1665 0.01 0.10 0.11 C referenced standards, U.N.O. PROVIDE UPLIFT CONNECTICN FOR 8CHMMMZ <br /> --------GLOBAL MAX DULECTIONS--------- <br /> LL TL <br /> SC FORCE AXL END CSI Cr <br /> in./Ratio im./Antic Jnt(s). <br /> 0-20 0 0.00 0.08 0.09 C I.Span -0.46/656 -0.78/392 6-5 <br /> 20-19 1930 0.19 0.08 0.27 C Boris. -0.08 -0.13 NA <br /> 19-18 4371 0.43 0.07 0.51 C Long term deflection factor 1.50 <br /> 18-17 5355 0.53 0.04 0.57 C <br /> 17-16 5355 0.53 0.04 0.57 C <br /> 16-15 5050 0.50 0.07 0.57 C <br /> 15-14 3225 0.32 0.05 0.37 C <br /> 14- 0 0 0.00 0.05 0.05 C <br /> Web FORCE Web FWM <br /> 1-20 2211 16- 7 -146 <br /> 20- 2 -1041 16- 8 356 <br /> 2-19 1589 6-15 -775 Typical Panel 28.75' <br /> 19- 3 -178 15-10 -225 <br /> 19- 4 -1216 15-11 1316 25-11-0 <br /> 4-18 808 11-14 -1786 <br /> IS- 5 -202 14-12 -273 0-�0 2 3 4 5 6 7 8 9 10 11 12 0-#0 <br /> 18- 6 -319 14-13 2042 �t <br /> 6-16 8 <br /> See explanation of Repetitive 2x4 <br /> Member Factor, Cr, on x8 61 2x4 318 2x4 3x4 2x4 30 W-3x8 4x12 3x5 8:8 <br /> reverse side of paper or <br /> TEC Form 8.14.2007. 6I-0 <br /> 0-8-8'k 8-8 <br /> 0-3'8 [4x8] 4x12 W-MT18 3x103x6 4x12 4x12 0-i,8 <br /> fif 3x6 IN <br /> N-1.5x3 <br /> 1155#3.00" 1244#3.00" <br /> 25.4-0 <br /> 0 19 18 17 16 15 14 <br /> 25-11-0 <br /> EXCEPT AS B80NN PLATER ARE MiTek MT20 SeAk■0.23% <br /> WARNING: Eng Job: fro: 326591 <br /> rf1T% READ ALL NOTa8 ON TRIS 8R8rT, A Cori or TRIM DRAWING TO Be GIVE+To <br /> ERROTING COMACTOR. HOMING MMMIUo: Dwq: TI: A3 <br /> m oma m,d ::::d 6y b iM .mins Br.o*r�bfaf= parttofftm a' Dagnr:BND Chk: 11/13/2009 <br /> meabme ody m nrbtm buokmq Igt6 Provieb■nun M nude m motor lemnl bnuluP,at eedr nMrp odd IMAM <br /> deoerby dw {�d.4w.Addimuwl bmoms orthe ovwmu ebwtm my bemq�d(gee EflB-9t orTPO.Por TC Live 40.0 pot Lbr D7: 1.00 <br /> e nue,t �nqulerume,oonhulbulWinadedyaw.(1r�PLmlmtltum SP1 is teoaW r1583 Don" TC Dead 50.0 of Plt D!: 1.00 <br /> Medicos,wl"b 5arts�. P <br /> comPouemswtoe by:r"uesetoeerWCe.Pa,818Swod6hRtedeom NC27sn 8C Live 0.0 pof O.C.: 1- 7- 3 <br /> T IAC-06/TPI-02/ND8-03 <br /> SC Dead 5.0 pef Code: MN-RE8 <br /> TOTAL 55.0 of v5.5.19-8031480 <br /> Design: Matrix Analysis Profile Path: Y:\trusJobs\326000\326591\FL8\A3.prx <br />