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Job Truss Truss Type �Qty Ply Meetinghouse at Zephyrrhills Pc <br />H1365093 <br />14299-FL C04 FLOOR 1 1 <br />Job Reference (optional) <br />Trussway, Orlando, FL 32824 7.140 s Oct 12009 MiTek Industries, Inc. Wed Feb 0315:11:15 2010 Page 1 <br />2Xd = <br />A 1.54 11 B1.5x3 11 C D 1.5x3 11 <br />Scale = 1:11.3 <br />H G F E <br />2X3 = <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 FBC2007lrP12007 <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 />TOP CHORD <br />Structural wood sheathing directly applied or 4-0-0 oc <br />puriins, except end verticals. <br />BOT CHORD <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />REACTIONS (lb/size) <br />H = 5514-0-0 (min.0-1-8) <br />E = 55/4-0-0 (min.0-1-8) <br />G = 172/4-0-0 (min.0-1-8) <br />F = 172/4-0-0 (min.0-1-8) <br />FORCES (lb) - Maximum Compression/Maximum Tension <br />TOP CHORD <br />H-1 = -51 /0 A -I = -51 /0 <br />E-J = -51/0 D-J = -51/0 <br />A-B = -2/0 B-C = -2/0 <br />C-D = -2/0 <br />BOT CHORD <br />G-H = 0/2 F-G = 012 <br />E-F = 012 <br />WEBS <br />B-G = -158/0 C-F = -158/0 <br />C-G = -0/0 <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) "Semi -rigid pitchbreaks with fixed heels" Member end <br />fixity model was used in the analysis and design of this <br />truss. <br />2X3 = <br />1.5x3 II <br />CSI DEFL in (loc) 1/ <br />TC 0.11 Vert(LL) n/a <br />BC 0.01 Vert(TL) n/a <br />WB 0.03 Horz(TL) 0.00 E <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. Strongbacks 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 />2x3 = <br />4-0-0 <br />1-4-0 <br />deft L/d PLATES GRIP <br />n/a 999 MT20 244/190 <br />n/a 999 <br />n/a n/a <br />Weight: 26 lb <br />E <br />IS TRUSS ASSUMED <br />OUS LOAD PATH FROM <br />OVE TO WALL BELOW. <br />4a- Z' - <br />Junaldle Budiman, P.E. <br />Florida P.E. No. 45161 <br />8850 Trussway Boulevard <br />Orlando, FL 32824 <br />February 3,2010I <br />O WAPN7M - Verify design p--.t n aM READ NOTES ON TNIS AND LIKU DED IIUTEE REFERENCE PAGE AW 7473 JIF"RE USE. <br />Engineering Department <br />Design valid for use only with M7ek connectors. This design's based ony upon parameters shown, and is for an individual buldng component. <br />9411 Alcorn St. <br />Houston. TX 77093 <br />Applicability of design parameters and proper incorporation of component B responsibility of building designer - not tens designer. Bracing shown <br />(713) 6916900 IRUSSM <br />is for literal support of individual web members only. AddiBonal temporary bracing to insure stability during construction is the responsibility of the <br />8850 Trussway Blvd. <br />erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding <br />Orlando, FL 32824 <br />fabrication, quality control, storagedeWery, erection and brac'u9, consult ANSI/T►Il Quality Criteria, DSB-89 and BCSII Building Component <br />(407) 8572777 <br />Sdety Informallon available -from Truss Plate Institute, 563 D'Onofno Drive. Madison. WI 53719. <br />