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1 <br />1 <br />1 <br />1 <br />Job Truss Truss Type Qty Ply Fort King Pc <br />H1457591 <br />FCK-F C04 FLOOR 1 1 <br />Job Reference (optional) <br />Trussway, Orlando, FL 32824 7.140 s Oct 12009 MiTek Industries, Inc. Tue Aug 1013:55:32 2010 Page 1 <br />A 11.5x3 I I B 1.5x3 I I C 1.50 I I D 1.5x3 I <br />Scale = 1:11.3 <br />I J <br />Ck <br />L1 T7 T1 Lt <br />H G F E <br />2x3 = 1.5x3 II 1.5x3 II 24 = <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 FBC2007/TPI2002 <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 4-0-0 oc <br />purlins, except end verticals. <br />BOTCHORD <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />REACTIONS (Ib/size) <br />H = 64/0-1-8 4-0-0 <br />E = 6410-1-8 4-0-0 <br />G = 163/0-1-8 4-0-0 <br />F = 16310-1-8 4-0-0 <br />FORCES (lb) - Maximum Compression/Maximum Tension <br />TOP CHORD <br />H-1 = -57/0 A -I = -5710 <br />E-J = -57/0 D-J = -57/0 <br />A-B = -6/0 B-C = -8/0 <br />C-D = -8/0 <br />BOTCHORD <br />G-H = 0/8 F-G = 0/8 <br />E-F = 0/8 <br />WEBS <br />B-G = -151/0 C-F = -151/0 <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 />CSI DEFL in (loc) I/deft Ud <br />TC 0.14 Vert(LL) n/a n/a 999 <br />BC 0.02 Vert(TL) n/a n/a 999 <br />WS 0.03 Horz(TL) 0.00 E n/a n/a <br />(Matrix) <br />6) Recommend 2x6 strongbacks, on edge, spaced at <br />10-0-0 oc and fastened to each truss with 3-10d (0.131" <br />X 3") nails. SUongbacks to be attached to walls at their <br />outer ends or restrained by other means. <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: 24 lb <br />James K Meade, P.E. <br />Florida P.E. No.16015 <br />9411 Alcorn Street <br />Houston, TX 77093 <br />August 11,201 <br />WARNING - VerVy deign parameters and READ NOTES ON TRIS AND INCLUDED AOTEE REFERENCE PAGE MD-7473 BEFORE USE. <br />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. <br />on,AlcT ill. <br />Houston, <br />Houston. <br />Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown <br />6977093 <br />8900Blvd '� <br />Is for lateral support of individual web members on Additional temporary bracing To insure stabile during construction is the responsibility of the <br />N P or1' 9 stability 9 <br />8850 Trussway <br />erector. Additional permanent bracing of the overall structure is the responsibility of the bulling designer. for general guidance regarding <br />Orlando, <br />do, FL324 <br />Orlando, FL 32824 <br />fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and 11CS11 Building Component <br />(407) 857 2777 <br />Safely Information available from Truss Plate Institute, 583 D'Onofno Drive, Madison. WI 53719. <br />