Laserfiche WebLink
Job Truss Truss Type Qty Ply Meetinghouse at Zephyrrhills Pc <br />H1365094 <br />14299-FL COS FLOOR 1 <br />job Reference Tonal <br />Trussway, Orlando, FL 32824 7.140 s Oct 12009 MTek Industries, Inc. Wed Feb 0315:11:16 2010 Page 1 <br />A 3x3 = B 1.Sx3 I I C 2x3 = D1.5x3 I I E 1.54 I I <br />Scale = 1:11.2 <br />K L <br />W1 T1 3T1 W3 T1 <br />L1 L1 <br />J <br />I H G F <br />2x3 = 2x3 = 1.5x3 II 2x3 = 2x3 = <br />1-4-0 2-8-0 4-0.0 5-0-0 <br />1-4-0 1-4-0 1-4-0 1-0-0 <br />LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP <br />TCLL 40.0 Plates Increase 1.00 TC 0.12 Vert(LL) n/a n/a 999 I MT20 244/190 <br />TCDL 17.5 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 <br />BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 F n/a n/a <br />BCDL 5.0 Code FBC2007/TP12007 (Matrix) Weight: 34 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 110d (0.131" <br />BOT CHORD 4 X 2 SYP No.3 <br />X 3") nails. Strongbacks to be attached to walls at their <br />NOTE: THIS TRUSS ASSUMED <br />WEBS 4 X 2 SYP No.3 <br />outer ends or restrained by other means. <br />CONTINUOUS LOAD PATH FROM <br />OTHERS 4 X 2 SYP No.3 <br />BRACING <br />7) NOTE: Refer to attach Trussway Notes, Appendices <br />WALL ABOVE TO WALL BELOW. <br />TOP CHORD <br />and T-1 sheet for more information. <br />8) NOTE: The seal on this drawing indicates acceptance <br />Structural wood sheathing directly applied or 5-0-0 oc Stt <br />of professional engineering responsibility solely for the <br />r except end verticals. <br />truss component design shown. <br />BOT CHORD <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />LOAD CASE(S) <br />Standard <br />REACTIONS (lb/size) <br />J = 7015-0-0 (min.0-1-8) <br />F = 33/5-0-0 (min.0-1-8) <br />1 = 157/5-0-0 (min.0-1-8) <br />H = 156/5-0-0 (min.0-1-8) <br />G = 163/5-0-0 (min.0-1-8) <br />FORCES (lb) - Maximum Compression/Maximum Tension <br />TOP CHORD <br />J-K = -65/0 A-K = -65/0 <br />F-L = -30/0 E-L = -30/0 <br />A-B = -13/0 B-C = -13/0 <br />C-D = -1/0 D-E = -1/0 <br />BOTCHORD <br />I-J = 0/3 H-I = 0/13 <br />G-H = 0/13 F-G = 0/1 <br />WEBS <br />B-I = -157/0 C-H = -143/0 <br />D-G = -137/0 A4 = 0/18 <br />C-G = -18/0 <br />NOTES (7-8) <br />1) Attach ribbon block to truss with 3-1 Od 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 pltchbreaks with fixed heels" Member end <br />fixity model was used in the analysis and design of this <br />Junaidie Budiman, P.E. <br />Florida P.E. No. 45161 <br />8850 Trussway Boulevard <br />Orlando, FL 32824 <br />February 3,2010 <br />A WARNING - Verify desiya parameters c-d READ NOTES ON 7WS AND INCLUDED JQTZK REFERENCE PAGE MU-7473 BEFORE USE. <br />Engineeft Department <br />valid far use only with Mifek connectors. This design is based only upon parameters shown, and is far an individual building component. <br />AlcDesign <br />9411 ton, 7 SSt.Applicability <br />of design parameters and proper incorporation of component is responsibility of bolding designer- not truss designer. Bracing shown <br />(713) 691900 <br />is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the <br />6850 <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, storage, delivery, erection and bracing. consult ANSI/TPil Qualify Criteria, DSB-89 and BCSII Building Component <br />(407) 857 2777 <br />Safety Information available from Truss Plate Institute. 583 D'Oncmo Drive. Madison, WI 53719. <br />