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Job Truss russ Type Qty Ply Fort King Pc <br />H1457599 <br />FCK-F C28 FLOOR 1 1 <br />Job Reference (optional) <br />Trussway, Orlando, FL 32824 7.140 s Oct 12009 MTek Industries, Inc. Tue Aug 1013:55:33 2010 Page 1 <br />A 1.5x3 I I B 1.5x3 I I C1.5x3 I I <br />Scale = 1:11.4 <br />G <br />LOADING (psf) <br />SPACING <br />2-0-0 <br />TCLL <br />40.0 <br />Plates Increase <br />1.00 <br />TCDL <br />17.5 <br />Lumber Increase <br />1.00 <br />BCLL <br />0.0 <br />Rep Stress Incr <br />YES <br />BCDL <br />5.0 <br />Code FBC2007ITP12002 <br />LUMBER <br />TOP CHORD 4 X 2 SYP No.3 <br />BOT CHORD 4 X 2 SYP No.3 <br />WEBS 4 X 2 SYP No.3 <br />OTHERS 4 X 2 SYP No.3 <br />BRACING <br />TOPCHORD <br />Structural wood sheathing directly applied or 2-8-0 oc <br />purlins, except end verticals. <br />BOT CHORD <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />REACTIONS (lb/size) <br />F = 6610-1-8 2-8-0 <br />D = 66/0-1-8 2-8-0 <br />E = 156/0-1-8 2-8-0 <br />FORCES (lb) - Maximum Compression/Maximum Tension <br />TOP CHORD <br />F-G = -59/0 A-G = -59/0 <br />D-H = -59/0 C-H = -59/0 <br />A-B = -8/0 B-C = -8/0 <br />BOTCHORD <br />E-F = 0/8 D-E = 0/8 <br />WEBS <br />B-E _ -14610 <br />NOTES (7-8) <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 />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 truss. <br />6) Recommend 2x6 strongbacks, on edge, spaced at <br />10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X <br />3") nails. Strongbacks to be attached to walls at their outer <br />ends or restrained by other means. <br />H <br />T <br />a <br />L1 <br />L1 <br />°D <br />F E D <br />2x3 = 1.5x3 11 2x3 = <br />CSI DEFL in (loc) I/defl L/d <br />TC 0.13 Vert(LL) n/a n/a 999 <br />BC 0.02 Vert(TL) n/a n/a 999 <br />WB 0.03 Horz(TL) 0.00 D n/a n/a <br />(Matrix) <br />7) NOTE: Refer to attach Trussway Notes, Appendices <br />and T-1 sheet for more information. <br />8) NOTE: The seal on this drawing indicates acceptance <br />of professional engineering responsibility solely for the <br />truss component design shown. <br />LOAD CASE(S) <br />Standard <br />PLATES GRIP <br />MT20 244/190 <br />Weight: 18 lb <br />//'11\- - <br />James K Meade, P.E. <br />Florida P.E. No. 16015 <br />9411 Alcorn Street <br />Houston, TX 77093 <br />WARNDW - V—ib design parameters and READ NOTES ON TMS AND RNCLUDED BDTEE REFERENCE PAGE MU 7473 BEFORE USE. Engineering Department <br />Design valid for use only with Miiek connectors. This design is based only upon parameters shown, and is for an individual building component. 9411 Alcorn St.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. TRLKWW <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/71`I7 Qua18y Cdted(s, DSB-89 and BCS11 Building Componerd (407) 857 2777 <br />Safety Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. <br />