Laserfiche WebLink
Job <br />ss <br />Truss Type <br />Qty <br />Ply <br />Fort King PcH1457589 <br />Pu <br />FCK-F <br />01 <br />FLOOR <br />1 <br />1 <br />Job Reference (optional) <br />Trussway, Orlando, FL 32824 <br />7.140 s Oct 12009 MiTek <br />Industries, Inc. Tue Aug 10 13:55:312010 Page 1 <br />A1.5x3 II B1.5x3 II <br />Scale = 1:11.5 <br />E F <br />0 0 <br />L1 L1 °b <br />D C <br />2x3 = 2x3 = <br />1-0-0 <br />i <br />LOADING (psf) <br />SPACING 2-0-0 <br />CSI <br />DEFL in (loc) I/defl Lid <br />PLATES GRIP <br />TCLL 40.0 <br />Plates Increase 1.00 <br />TC 0.03 <br />Vert(LL) n/a n/a 999 <br />MT20 244/190 <br />TCDL 17.5 <br />Lumber Increase 1.00 <br />BC 0.01 <br />Vert(TL) n/a n/a 999 <br />BCLL 0.0 <br />Rep Stress Incr YES <br />WB 0.00 <br />Horz(TL) 0.00 C n/a n/a <br />BCDL 5.0 <br />Code FBC2007/TPI2002 <br />(Matrix) <br />Weight: 11 lb <br />LUMBER <br />TOP CHORD 4 X 2 SYP No.3 <br />LOAD CASE(S) <br />BOT CHORD 4 X 2 SYP No.3 <br />Standard <br />WEBS 4 X 2 SYP No.3 <br />BRACING <br />TOP CHORD <br />Structural wood sheathing directly applied or 1-0-0 oc <br />puffins, except end verticals. <br />BOT CHORD <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />REACTIONS (lb/size) <br />D = 40/0-1-8 1-0-0 <br />C = 40/0-1-8 1-0-0 <br />FORCES (lb) - Maximum Compression/Maximum Tension <br />TOP CHORD <br />D-E = -36/0 A-E = -3610 <br />C-F = -36/0 B-F = -36/0 <br />A-B = -3/0 <br />BOTCHORD <br />C-D = 0/3 <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 fully sheathed from one face or securely <br />braced against lateral movement (i.e. diagonal web). <br />� <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 />James K Meade, P.E. <br />10-0-0 oc and fastened to each truss with 3-10d (0.131" x <br />3") nails. Strongbacks to be attached to walls at their outer <br />Florida P.E. No.16015 <br />ends or restrained by other means. <br />9411 Alcorn Street <br />7) NOTE: Refer to attach Trussway Notes, Appendices <br />Houston, TX 77093 <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 />August 11,20 C <br />WARNING - V—Y)l design Parameters and READ NOTES ON TBIS AND INCLUDED MITEN REFERENCE PAGE riff!-7473 BEFORE USE. Engineering Department <br />9411 Almm St. <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, 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 />a for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the 8850 Trussway Blvd. <br />erector. Additional permanent bracing of the overall structure is the responsibility of the buildng designer. For general guidance regarding Orlando, FL 32824 <br />fabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component (407) 857 2777 <br />Safety Information available from Truss Plate Institute, 583 D'Onofno Ddve, Madison, WI 53719. <br />