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Job <br />Truss Truss <br />Type <br />Oty <br />Ply <br />Fort King Pc <br />H1457600 <br />FCK-F <br />CS45 FLOOR <br />1 <br />1 <br />Job Reference (optional) <br />Trussway, Orlando, FL 32824 <br />7.140 s Oct 12009 MTek Industries, Inc. Tue Aug 1013:55:33 2010 Page 1 <br />2x3 = <br />VA <br />A 1.5x3 I I B 1.5x3 <br />II <br />C <br />D 1.5x3 II <br />E 1.54 II Scale = 1:10.2 <br />K <br />L <br />1-1 T1 <br />T2 5T3 <br />L2 <br />J I <br />H G <br />F <br />2x3 = 2x3 = 1.Sx3 11 1.5x3 11 <br />alaa 2-2-4 i <br />2x3 = <br />. , o <br />LOADING (psf) <br />SPACING 2-0-0 <br />CSI <br />DEFL in (loc) I/deft Ud <br />PLATES GRIP <br />TCLL 40.0 <br />Plates Increase 1.00 <br />TC 0.16 <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 0.03 <br />Horz(TL) 0.00 F n/a n/a <br />BCDL 5.0 <br />Code FBC2007/TP12002 <br />(Matrix) <br />Weight: 27 lb <br />LUMBER <br />TOP CHORD 4 X 2 SYP No.3 <br />6) Recommend 2x6 strongbacks, on edge, spaced at <br />BOT CHORD 4 X 2 SYP No.3 <br />10.0-0 oc and fastened to each truss with 3-10d (0.131" <br />WEBS 4 X 2 SYP No.3 <br />X 3") nails. Strongbacks to be attached to walls at their <br />OTHERS 4 X 2 SYP No.3 <br />outer ends or restrained by other means. <br />BRACING <br />7) NOTE: Refer to attach Trussway Notes, Appendices <br />TOP CHORD <br />and T-1 sheet for more information. <br />Structural wood sheathing directly applied or 4-4-8 oc <br />8) NOTE: The seal on this drawing indicates acceptance <br />puriins, except end verticals. <br />of professional engineering responsibility solely for the <br />BOT CHORD <br />truss component design shown. <br />Rigid ceiling directly applied or 10.0-0 oc bracing. <br />LOAD CASE(S) <br />REACTIONS (lb/size) <br />Standard <br />J = 22/0-1-8 4-4-8 <br />F = 22/0-1-8 4-4-8 <br />H = 178/0-1-8 4-4-8 <br />1 = 140/0-1-8 4-4-8 <br />G = 140/0-1-8 4-4-8 <br />FORCES (lb) - Maximum Compression/Maximum Tension <br />TOP CHORD <br />J-K = -20/0 A-K = -20/0 <br />F-L = -20/0 E-L = -20/0 <br />A-B = -2/0 B-C = -3/1 <br />C-D = -2/1 D-E = -1/0 <br />BOT CHORD <br />I-J = 0/1 H-1 = 0/1 <br />G-H = 0/1 F-G = 0/1 <br />WEBS <br />C-H = -16410 B-1 = -128/0 <br />D-G = -128/0 C-1 = -0/0 <br />NOTES (7-8) <br />1) Attach ribbon block to truss with 3-1 Od nails applied to <br />James K Meade, P.E. <br />flatface. <br />Florida P.E. No.16015 <br />2) Gable requires continuous bottom chord bearing. <br />9411 Alcorn Street <br />3) Truss to be fully sheathed from one face or securely <br />Houston, TX 77093 <br />braced against lateral movement (i.e. diagonal web). <br />4) Gable studs spaced at 1-4-0 oc. <br />5) "Fix heels only" Member end fixity model was used in the <br />analysis and design of this buss. <br />August 11,20 0 <br />® WARNING - Vert fy design pamme[ers and READ NOTES ON TFUS AND INCLUDED WT88 REPENENCS PAGE mu 7473 BEFORE USE. Engineering Department <br />Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. 9411 Alcorn St. <br />Applicobili of design parameters and proper incorporation of component is responsibility of building designer not truss designer. Bracing shown Houston, TX 77093 <br />Air <br />tY pr P rP P P H 9 g 9 9 <br />is for lateral support of individual web members only. Additional temporary bracing to insure stability 691 6900}y during construction is the responsibility of the 8850 Trussway Blvd. <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, delvery, erection and bracing. consult ANSI/7111 quality Criteria, DSB-89 and BCS11 Building Component (407) 857 2777 <br />Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, Wl 53719. <br />