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Job <br />Truss <br />Truss Type <br />Oty <br />Ply <br />Fort King Pc <br />H1457594 <br />FCK-F <br />C07 <br />FLOOR <br />1 <br />1 <br />Job Reference (optional) <br />Trussway, Orlando, FL 32824 <br />7.140 s Oct 12009 MiTek Industries, Inc. Tue Aug 10 13:55:32 2010 Page 1 <br />Scale = 1:13.2 <br />1.5x3 II <br />1.5x3 II 1.54 II <br />1.5x3 11 <br />A B 3x3 = <br />C D 3x3 — E <br />F <br />M <br />N <br />L1 <br />IT, <br />171 <br />71 ITI <br />L1 <br />m <br />L K <br />J I H <br />G <br />3x3 = 1.5x3 11 <br />1-d-n 2 <br />3x3 = 1.5x3 I I - 3x3 = <br />i 4-0.0 5.4-n <br />W _ <br />&S-D N <br />+ <br />n <br />LOADING (psf) <br />SPACING 2-0-0 <br />CSI <br />DEFL in (loc) I/defl Ud <br />PLATES GRIP <br />TCLL 40.0 <br />Plates Increase 1.00 <br />TC 0.21 <br />Vert(LL) n!a n/a 999 <br />MT20 244/190 <br />TCDL 17.5 <br />Lumber Increase 1.00 <br />BC 0.02 <br />Vert(TL) n/a n/a 999 <br />BCLL 0.0 <br />Rep Stress Incr YES <br />WB 0.04 <br />Horz(TL) 0.00 G n/a n/a <br />BCDL 5.0 <br />Code FBC2007/TP12002 <br />(Matrix) <br />Weight: 42 lb <br />LUMBER <br />TOP CHORD 4 X 2 SYP No.3 <br />4) Gable studs spaced at 1-4-0 oc. <br />BOT CHORD 4 X 2 SYP No.3 <br />5) "Fix heels only" Member end fixity model was used in <br />WEBS 4 X 2 SYP No.3 <br />the analysis and design of this truss. <br />OTHERS 4 X 2 SYP No.3 <br />6) Recommend 2x6 strongbacks, on edge, spaced at <br />BRACING <br />10-0-0 oc and fastened to each truss with 3-10d (0.131" <br />TOP CHORD <br />X 3") nails. Strongbacks to be attached to walls at their <br />Structural wood sheathing directly applied or 6-0-0 oc <br />outer ends or restrained by other means. <br />purlins, except end verticals. <br />7) NOTE: Refer to attach Trussway Notes, Appendices <br />BOT CHORD <br />and T-1 sheet for more information. <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />8) NOTE: The seal on this drawing indicates acceptance <br />of professional engineering responsibility solely for the <br />REACTIONS (lb/size) <br />truss component design shown. <br />L = 55/0-1-8 7-0-0 <br />G = 74/0-1-8 7-0-0 <br />LOAD CASE(S) <br />K = 170/0-1-8 7-0-0 <br />Standard <br />J = 17010-1-8 7-0-0 <br />1 = 159/0-1-8 7-0-0 <br />H = 200/0-1-87-0-0 <br />FORCES (lb) - Maximum Compression/Maximum Tension <br />TOP CHORD <br />L-M = -5110 A-M = -51/0 <br />G-N = -6810 F-N = -68/0 <br />A-B = -2/0 B-C = -0/0 <br />C-D = -0/0 D-E = -3/0 <br />E-FBO CHORDRD <br />/ n <br />K-L <br />K-L = 0!2 J-K = 0/2 <br />I-J = Oro _ H-I 010 <br />G/ <br />G-H = 0/3 <br />WEBS <br />B-K = -156/0 C-J = -155/0 <br />D-1 = -147/0 E-H = -186/0 <br />James K Meade, P.E. <br />B-J = -2/0 D-H = 0/4 <br />Florida P.E. No.16015 <br />9411 Alcorn Street <br />NOTES (7-8) <br />Houston, TX 77093 <br />1) Attach ribbon block to truss with 3-10d nails applied to <br />flat face. <br />2) Gable requires continuous bottom chord bearing. <br />3) Truss to be fully sheathed from one face or securely <br />braced against lateral movement (i.e. diagonal web). <br />August 11,20 0 <br />WARNING - Ver(& design P—ters and READ NOTES ON TNTS AND MCLDDED MTEK REFERENCE PAGE MU-7473 BEFORE USE. Engineering Department <br />Design valid for use only with Mlfek connectors. This design is based only upon parameters shown, and is for an individual building component. 9411 on,AlcT St. <br />Applicability of design parameters and proper incorporation of component a responsibility of building designer- not truss designer. Bracing shown Houston, 5977093 <br />00 <br />is for lateral support of individual web members only. Additionol temporary bracing to insure stability during construction is the responsibility of the 8850 Tru ay <br />Blvd. IRUSWW <br />erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding Orlando, <br />do, FL 3 y 24 <br />fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Orlando. FL <br />Safety Information available from Truss Plate Institute, 5a3 D'Onofno Drive, Madison. WI 53719. (407) 857 2777 <br />