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Job Truss Truss Type Oty Ply Fort K ng Pc <br />H1457592 <br />FCK-F COS FLOOR 1 1 <br />Job Reference (optional) <br />Trussway, Orlando, FL 32824 7.140 s Oct 12009 MTek Industries, Inc. Tue Aug 10 13:55:32 2010 Page 1 <br />A1.5x3 I I 81.5x3 I I C 2x3 = D 1.5x3 I I E1.5x3 11 <br />Scale = 1:11.2 <br />K L <br />L1 T1 1 5T1 <br />Lt El <br />J I H G F <br />2x3 = 1.5x3 11 1.5x3 11 24 = 2x3 = <br />LOADING (psf) <br />TCLL 40.0 <br />TCDL 17.5 <br />BCLL 0.0 <br />BCDL 5.0 <br />SPACING 2-0-0 <br />Plates Increase 1.00 <br />Lumber Increase 1.00 <br />Rep Stress Incr YES <br />Code FBC2007rrP12002 <br />CSI <br />TC 0.15 <br />BC 0.01 <br />WB 0.03 <br />(Matrix) <br />DEFL in (loc) I/defl <br />Vert(LL) n/a n/a <br />Vert(TL) n/a n/a <br />Horz(TL) 0.00 F n/a <br />Ud <br />999 <br />999 <br />n/a <br />PLATES GRIP <br />MT20 244/190 <br />Weight: 31 lb <br />LUMBER <br />6) Recommend 2x6 strongbacks, on edge, spaced at <br />TOP CHORD 4 X 2 SYP No.3 <br />10-0-0 oc and fastened to each truss with 3-10d (0.131" <br />BOT CHORD 4 X 2 SYP No.3 <br />X 3") nails. Strongbacks to be attached to walls at their <br />WEBS 4 X 2 SYP No.3 <br />outer ends or restrained by other means. <br />OTHERS 4 X 2 SYP No.3 <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 5-0-0 oc <br />8) NOTE: The seal on this drawing indicates acceptance <br />purlins, 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 = 45/0-1-8 5-0-0 <br />F = 45/0-1-8 5-0-0 <br />H = 171/0-1-8 5-0-0 <br />1 = 159/0-1-8 5-0-0 <br />G = 159/0-1-8 5-0-0 <br />FORCES (Ib) - Maximum Compression/Maximum Tension <br />TOP CHORD <br />J-K = -41 /0 A-K = -41 /0 <br />F-L = -41/0 E-L = -41/0 <br />A-B = -2/0 B-C = -2/0 <br />C-D = -2/0 D-E = -2/0 <br />BOTCHORD <br />/ <br />I-J = 0/2 H-1 = 0/2 <br />G-H = 0/2 F-G = 0/2 <br />/ <br />WEBS <br />C-H = -158/0 B-1 = -14610 <br />a` / <br />D-G = -146/0 C-G = -0/0 <br />NOTES (7-8) <br />James K Meade, P.E. <br />1) Attach ribbon block to truss with 3-1 Od nails applied to <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 (.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 />August 11,20 <br />WARNING - Veny), design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MU-7473 BEFORE USE. Engineering Department <br />St _A11111111111111 <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, <br />on,AlcT 7 <br />Houston, 6977093 ���py <br />Applicability of design parameters and proper incorporation of component is responsibility of bolding designer - not }ruse designer. Bracing shown (713) 6916900 Bi[{I.77�W <br />k for lateral support of individual web members only. Additional Temporary bracing to insure stability during construction o the responsibility of the 8850 Trussway Blvd. <br />erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Fw general guidance regarding Orlando, FL 32824 <br />fabrication, quality control, storage, delivery, erection and bracing, consult ANSIAPll Quality Cdterfa, DSB-89 and BCSII BuBding Component (407) 857 2777 <br />Safely Inlormalion available from Truss Plate Institute, 583 D'Onofno Drive, Madison, WI 53719. <br />