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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />Job Truss Truss Type Qty Ply Fort King Pc <br />H1457593 <br />FCK-F C06 FLOOR 1 1 <br />Job Reference (optional) <br />Trussway, Orlando, FL 32824 7.140 s Oct 12009 MTek Industries, Inc. Tue Aug 1013:55:32 2010 Page 1 <br />1.5x3 II 1.5x3 II 1.5x3 II 1.5x3 I Scale = 1:12.6 <br />A B 3x3 = C D 3x3 = E F <br />M <br />N <br />0 <br />m <br />L K <br />J I <br />H G <br />3x3 = 1.5x3 11 <br />3x3 = 1.5x3 11 <br />34 = 3x3 = <br />LOADING (psf) <br />SPACING 2-0-0 <br />CSI <br />DEFL in (loc) I/defl <br />L/d <br />PLATES GRIP <br />TCLL 40.0 <br />Plates Increase 1.00 <br />TC 0.16 <br />Vert(LL) n/a n/a <br />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 <br />999 <br />BCLL 0.0 <br />Rep Stress Incr YES <br />WB 0.03 <br />Horz(TL) 0.00 G n/a <br />n/a <br />BCDL 5.0 <br />Code FBC2007/TPI2002 <br />(Matrix) <br />Weight: 39 lb <br />LUMBER <br />4) Gable studs spaced at 1-4-0 oc. <br />TOP CHORD 4 X 2 SYP No.3 <br />5) "Fix heels only" Member end fixity model was used in <br />BOT CHORD 4 X 2 SYP No.3 <br />the analysis and design of this truss. <br />WEBS 4 X 2 SYP No.3 <br />6) Recommend 2x6 strongbacks, on edge, spaced at <br />OTHERS 4 X 2 SYP No.3 <br />BRACING <br />10-0-0 oc and fastened to each truss with 3-10d (0.131" <br />X 3") nails. Sfrongbacks to be attached to walls at their <br />TOP CHORD <br />outer ends or restrained by other means. <br />SttStructural wood sheathing directly applied or 6-0-0 oc <br />7) NOTE: Refer to attach Trussway Notes, Appendices <br />r except end verticals. <br />and T-1 sheet for more information. <br />BOT CHORD <br />8) NOTE: The seal on this drawing indicates acceptance <br />Rigid ceiling directly applied or 10 0-0 oc bracing. <br />of professional engineering responsibility solely for the <br />REACTIONS (lb/size) <br />truss component design shown. <br />L = 55/0-1-8 6-0-0 <br />LOAD CASE(S) <br />G = 310-1-8 6-0-0 <br />Standard <br />K = 17210-1-8 6-0-0 <br />J = 166/0-1-8 6-0-0 <br />I = 172/0-1-86-0-0 <br />H = 137/0-1-8 6-0-0 <br />FORCES (lb) - Maximum Compression/Maximum Tension <br />TOP CHORD <br />L-M = -50/0 A-M = -50/0 <br />G-N = -2/0 F-N = -2/0 <br />A-B = -2/0 B-C = -1/0 <br />C-D = -1/0 D-E = -0/0 <br />/ <br />E-F = -0/0 <br />BOTCHORD <br />K-L = 0/2 J-K = 012 <br />/A <br />I-J = 0/1 H-1 = 0/1 <br />G-H = 0/0 <br />WEBS <br />B-K = -157/0 C-J = -151/0 <br />James K Meade, P.E. <br />D-I = -158/0 E-H = -125/0 <br />B-J = -2/0 D-H = -1/0 <br />Florida P.E. No.16015 <br />9411 Alcorn Street <br />NOTES (7_8) <br />I IOUStOn, 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 />August 11,20 0 <br />9 <br />braced against lateral movement (i.e. diagonal web). <br />WARMG - Verify design parameters and READ NOTES ON 27US ARD INCLUDED AUTER RE1 ERENCE PAGE AW 7473 BEFORE USE. Engineering Department <br />9411 Alcorn St. Aotbl <br />Design valid for use only with M7ek connectors. This design is 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 responsibility of building designer - not truss designer. Bracing shown (713) 691 6900 <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 Blvd. TRUSSM <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/TPI1 Quality Criteria, DSB-89 and BCSI1 Building Component (407) 857 2777 qqzpp <br />Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. <br />