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Job <br />Truss <br />Truss Type <br />Qty <br />Ply <br />Fort King Pc <br />H1457604 <br />FCK-F <br />F04 <br />FLOOR <br />1 <br />1 <br />Job Reference (optional) <br />Trussway, Orlando, FL 32B24 <br />7.140 s Oct 12009 M7ek Industries, Inc. Tue Aug 1013:55:35 2010 Page 1 <br />0-1-8 <br />H Ham- I <br />r— 2-6-0 i <br />°'pie <br />Sae = 1:43.4 <br />4x4 = <br />1.54 11 16 FP = <br />1.5x3 II 5x5 = <br />4x5 = 3x6 FP = <br />3x5 = 1.5x3 II 3x3 = 3x3 = 4x4 = <br />4x5 = 5x5 = 1.54 II <br />A B <br />Tj C D E <br />F G 411 J K L <br />M Tj N 0 <br />C <br />AD o <br />B <br />NZ <br />1 ,o <br />ro <br />R <br />0 <br />r <br />21 <br />108"'- <br />T <br />AB <br />AA ZY X <br />W V Ll T <br />SR Q P <br />4x6 = <br />5x5 = 3x10 MT20H FP = 4x4 = 3x4 = 3x3 = 34 = 4x4 = 4x5 = 5x5 = 4x6 = <br />45 = <br />3x10 MT20H FP = <br />25-5-8 <br />25-5-8 <br />Plate OffsPdoel <br />LOADING (psf) <br />SPACING 2-0-0 <br />CSI <br />DEFL in (loc) I/defi Ud <br />PLATES GRIP <br />TCLL 40.0 <br />Plates Increase 1.00 <br />TC 0.90 <br />Vert(LL) -0.51 V >590 360 <br />MT20 244/190 <br />TCDL 17.5 <br />Lumber Increase 1.00 <br />BC 0.76 <br />Vert(TL) -0.95 U-V >320 240 <br />MT20H 187/143 <br />BCLL 0.0 <br />Rep Stress Incr YES <br />WB 0.65 <br />Horz(TL) 0.17 P n/a n/a <br />BCDL 5.0 <br />Code FBC2007/TPI2002 <br />(Matrix) <br />Weight: 139 lb <br />LUMBER <br />TOP CHORD 4 X 2 SYP <br />No.2 <br />WEBS <br />BOT CHORD 4 X 2 SYP No.2 *Except* <br />E-Y =-1185/0 K-T = 0/817 <br />B2: 4 X <br />2 SYP SS <br />E-X = 0/822 J-T = -788/0 <br />WEBS 4 X 2 SYP <br />No.3 <br />F-X = -781/0 J-U = 0/457 <br />BRACING <br />F-W = 0/906 I-U = -472/0 <br />TOP CHORD <br />I-V =-371/482 G-W = -300/0 <br />Structural wood sheathing directly applied or 2-2-0 oc <br />H-V =-226/140 <br />purlins, except end verticals. <br />BOT CHORD <br />NOTES (6-7) <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />1) Unbalanced floor live loads have been considered for <br />this design. <br />REACTIONS (Ib/size) <br />2) All plates are MT20 plates unless otherwise indicated. <br />AB = <br />1568/0-1-8 0-3-8 <br />3) Attach ribbon block to truss with 3-10d nails applied to <br />P = <br />1568/0-1-8 0-3-8 <br />flat face. <br />4) "Fix heels only" Member end fixity model was used in <br />FORCES (lb) - Maximum Compression/Maximum Tension <br />the analysis and design of this truss. <br />TOP CHORD <br />5) Recommend 2x6 strongbacks, on edge, spaced at <br />AB -AC = -43/0 <br />A -AC = -43/0 <br />10-0-0 oc and fastened to each truss with 3-10d (0.131" <br />P-AD = -43/0 <br />O-AD = -43/0 <br />X 3") nails. Strongbacks to be attached to walls at their <br />A-B = -2/0 <br />B-C =-2379/0 <br />outer ends or restrained by other means. <br />C-D =-4146/0 <br />D-E =-4146/0 <br />6) NOTE: Refer to attach Trussway Notes, Appendices <br />E-F =-5410/0 <br />F-G =-6414/0 <br />and T-1 sheet for more information. <br />G-H =-6414/0 <br />H-1 =-6414/0 <br />7) NOTE: The seal on this drawing indicates acceptance <br />I-J =-6160/0 <br />J-K =-5407/0 <br />of professional engineering responsibility solely for the <br />K-L =-/0 <br />L-M =-4147/0 <br />truss component design shown. <br />= -23792379/0 <br />N-O = -2/0 <br />BO <br />BOT CHORD <br />LOAD CASE(S) <br />� <br />AA -AB = 0/1352 <br />Z-AA = 013383 <br />Standard <br />Y-Z = 0/3383 <br />X-Y = 0/4892 <br />W-X = 0/5902 <br />V-W = 0/6414 <br />U-V = 0/6392 <br />T-U = 0/5903 <br />S-T = 0/4892 <br />R-S = 0/3383 <br />James K Meade, P.E. <br />Q-R = 0/3383 <br />P-Q = 0/1352 <br />Florida P.E. No.16015 <br />WEBS <br />9411 Alcorn Street <br />N-P =-2028/0 <br />B-AB =-2028/0 <br />Houston, TX 77093 <br />N-Q = 0/1631 <br />B-AA = 011632 <br />M-Q =-1594/0 <br />C-AA =-1594/0 <br />M-S = 0/1213 <br />C-Y = 0/1212 <br />K-S =-1182/0 <br />August 11120 <br />WARNING - V-qq design parametare and READ NOTES ON THIS AND INCLUDED MIMES REFERENCE PAGE AW-7473 BEFORE USE. Engineering Department <br />9411 Alcorn Sl. <br />Design valid for use only with Mffek connectors. This design 4 based only upon parameters shown, and is for an individual building component. Houston, TX 77093 <br />Applicability of design parameters and proper incorporation of component is msponsbfiity, of building designer- not truss designer. Bracing shown (713) 6916900 <br />Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the 8850 Trussway BIW. <br />erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Orlando, FL 32824 <br />fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and BCS11 Building Component (407) 857 2777 <br />Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. <br />